APPENDIX D-4

Highway Capacity Software (HCS) Analysis

Input and Output Files, July 2005

Long Island Railroad

East Side Access

East 50th Street Facility Study

HCS Outputs

- 50th Street Study Area

Existing AM Peak Hour

HCS2000: Signalized Intersections Release 4.1c Analyst: DW Inter.: Madison Ave at 49th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 8:00 - 9:00am Year : 2004 Existing Project ID: LIRR 50th Street Study E/W St: 49th Street N/S St: Madison Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 0 0 | 0 2 0 | 0 4 0 | 0 0 0 | LGConfig | | TR | LT | | Volume | | 630 155 |105 1195 | | Lane Width | | 10.0 | 11.0 | | RTOR Vol | | 0 | | | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left | NB Left P Thru | Thru P Right | Right Peds X | Peds X WB Left | SB Left Thru P | Thru Right P | Right Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 35.0 45.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound Westbound TR 946 2301 0.93 0.41 42.5 D 42.5 D Northbound LT 1819 3484 0.77 0.52 15.8 B 15.8 B Southbound Intersection Delay = 26.1 (sec/veh) Intersection LOS = C _______________________________________________________________________________

HCS2000: Signalized Intersections Release 4.1c Analyst: DW Inter.: Madison Ave at 50th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 8:00 - 9:00am Year : 2004 Existing Project ID: LIRR 50th Street Study E/W St: 50th Street N/S St: Madison Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 2 0 | 0 0 0 | 0 4 0 | 0 0 0 | LGConfig | LT | | TR | | Volume |195 360 | | 1245 105 | | Lane Width | 10.0 | | 11.0 | | RTOR Vol | | | 0 | | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left P | NB Left Thru P | Thru P Right | Right P Peds X | Peds X WB Left | SB Left Thru | Thru Right | Right Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 35.0 45.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound LT 893 2171 0.76 0.41 28.7 C 28.7 C Westbound Northbound TR 1805 3457 0.80 0.52 16.6 B 16.6 B Southbound Intersection Delay = 20.4 (sec/veh) Intersection LOS = C _______________________________________________________________________________

HCS2000: Signalized Intersections Release 4.1c Analyst: DW Inter.: Park Ave at 49th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 8:00 - 9:00am Year : 2004 Existing Project ID: LIRR 50th Street Study E/W St: 49th Street N/S St: Park Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 0 0 | 0 2 0 | 0 3 0 | 0 3 0 | LGConfig | | LTR | DefL T | TR | Volume | |80 595 100 |135 1260 | 1485 225 | Lane Width | | 10.0 |11.0 11.0 | 11.0 | RTOR Vol | | 0 | | 0 | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left | NB Left P Thru | Thru P Right | Right Peds X | Peds X WB Left P | SB Left Thru P | Thru P Right P | Right P Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 31.0 49.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound Westbound LTR 876 2388 1.01 0.37 61.0 E 61.0 E Northbound DefL 189 334 0.78 0.57 36.9 D T 1599 2821 0.80 0.57 14.5 B 16.8 B Southbound TR 2296 4051 0.81 0.57 13.4 B 13.4 B Intersection Delay = 24.6 (sec/veh) Intersection LOS = C _______________________________________________________________________________

HCS2000: Signalized Intersections Release 4.1c Analyst: DW Inter.: Park Ave at 50th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 8:00 - 9:00am Year : 2004 Existing Project ID: LIRR 50th Street Study E/W St: 50th Street N/S St: Park Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 2 0 | 0 0 0 | 0 3 0 | 0 3 0 | LGConfig | LTR | | TR | LT | Volume |115 265 110 | | 1230 130 |85 1600 | Lane Width | 10.0 | | 11.0 | 11.0 | RTOR Vol | 0 | | 0 | | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left P | NB Left Thru P | Thru P Right P | Right P Peds X | Peds X WB Left | SB Left P Thru | Thru P Right | Right Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 35.0 45.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound LTR 667 1622 0.92 0.41 44.5 D 44.5 D Westbound Northbound TR 2109 4038 0.69 0.52 13.7 B 13.7 B Southbound LT 1820 3485 1.00 0.52 42.8 D 42.8 D Intersection Delay = 32.1 (sec/veh) Intersection LOS = C _______________________________________________________________________________

Existing Midday Peak Hour

HCS2000: Signalized Intersections Release 4.1c Analyst: DW Inter.: Madison Ave at 49th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 11:30 - 12:30pm Year : 2004 Existing Project ID: LIRR 50th Street Study E/W St: 49th Street N/S St: Madison Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 0 0 | 0 2 0 | 0 4 0 | 0 0 0 | LGConfig | | TR | LT | | Volume | | 650 20 |90 1215 | | Lane Width | | 10.0 | 11.0 | | RTOR Vol | | 0 | | | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left | NB Left P Thru | Thru P Right | Right Peds X | Peds X WB Left | SB Left Thru P | Thru Right P | Right Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 35.0 45.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound Westbound TR 1064 2588 0.65 0.41 24.4 C 24.4 C Northbound LT 1924 3684 0.75 0.52 15.2 B 15.2 B Southbound Intersection Delay = 18.2 (sec/veh) Intersection LOS = B _______________________________________________________________________________

HCS2000: Signalized Intersections Release 4.1c Analyst: DW Inter.: Madison Ave at 50th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 11:30 - 12:30pm Year : 2004 Existing Project ID: LIRR 50th Street Study E/W St: 50th Street N/S St: Madison Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 2 0 | 0 0 0 | 0 4 0 | 0 0 0 | LGConfig | LT | | TR | | Volume |25 480 | | 1150 85 | | Lane Width | 10.0 | | 11.0 | | RTOR Vol | | | 0 | | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left P | NB Left Thru P | Thru P Right | Right P Peds X | Peds X WB Left | SB Left Thru | Thru Right | Right Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 35.0 45.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound LT 1045 2542 0.55 0.41 22.2 C 22.2 C Westbound Northbound TR 1905 3647 0.69 0.52 13.8 B 13.8 B Southbound Intersection Delay = 16.3 (sec/veh) Intersection LOS = B _______________________________________________________________________________

HCS2000: Signalized Intersections Release 4.1c Analyst: DW Inter.: Park Ave at 49th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 11:30 - 12:30pm Year : 2004 Existing Project ID: LIRR 50th Street Study E/W St: 49th Street N/S St: Park Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 0 0 | 0 2 0 | 0 3 0 | 0 3 0 | LGConfig | | LTR | LT | TR | Volume | |160 525 140 |100 1220 | 1255 195 | Lane Width | | 10.0 | 11.0 | 11.0 | RTOR Vol | | 0 | | 0 | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left | NB Left P Thru | Thru P Right | Right Peds X | Peds X WB Left P | SB Left Thru P | Thru P Right P | Right P Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 31.0 49.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound Westbound LTR 880 2399 1.00 0.37 60.1 E 60.1 E Northbound LT 1592 2809 0.90 0.57 19.5 B 19.5 B Southbound TR 2285 4033 0.68 0.57 10.5 B 10.5 B Intersection Delay = 25.2 (sec/veh) Intersection LOS = C _______________________________________________________________________________

HCS2000: Signalized Intersections Release 4.1c Analyst: DW Inter.: Park Ave at 50th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 11:30 - 12:30pm Year : 2004 Existing Project ID: LIRR 50th Street Study E/W St: 50th Street N/S St: Park Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 2 0 | 0 0 0 | 0 3 0 | 0 3 0 | LGConfig | LTR | | TR | LT | Volume |180 205 215 | | 1260 100 |75 1235 | Lane Width | 10.0 | | 11.0 | 11.0 | RTOR Vol | 0 | | 0 | | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left P | NB Left Thru P | Thru P Right P | Right P Peds X | Peds X WB Left | SB Left P Thru | Thru P Right | Right Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 35.0 45.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound LTR 763 1856 0.90 0.41 39.9 D 39.9 D Westbound Northbound TR 2110 4041 0.69 0.52 13.6 B 13.6 B Southbound LT 1544 2957 0.92 0.52 24.8 C 24.8 C Intersection Delay = 23.1 (sec/veh) Intersection LOS = C _______________________________________________________________________________

No Build AM Peak Hour

HCS2000: Signalized Intersections Release 4.1c Analyst: DW Inter.: Madison Ave at 49th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 8:00 - 9:00am Year : 2010 Build (ESA Only) Project ID: LIRR 50th Street Study E/W St: 49th Street N/S St: Madison Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 0 0 | 0 2 0 | 0 4 0 | 0 0 0 | LGConfig | | TR | LT | | Volume | | 649 160 |108 1226 | | Lane Width | | 10.0 | 11.0 | | RTOR Vol | | 0 | | | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left | NB Left P Thru | Thru P Right | Right Peds X | Peds X WB Left | SB Left Thru P | Thru Right P | Right Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 35.0 45.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound Westbound TR 944 2297 0.97 0.41 47.8 D 47.8 D Northbound LT 1797 3442 0.80 0.52 16.8 B 16.8 B Southbound Intersection Delay = 28.8 (sec/veh) Intersection LOS = C _______________________________________________________________________________

HCS2000: Signalized Intersections Release 4.1c Analyst: DW Inter.: Madison Ave at 50th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 8:00 - 9:00am Year : 2010 Build (ESA Only) Project ID: LIRR 50th Street Study E/W St: 50th Street N/S St: Madison Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 2 0 | 0 0 0 | 0 4 0 | 0 0 0 | LGConfig | LT | | TR | | Volume |201 371 | | 1277 108 | | Lane Width | 10.0 | | 11.0 | | RTOR Vol | | | 0 | | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left P | NB Left Thru P | Thru P Right | Right P Peds X | Peds X WB Left | SB Left Thru | Thru Right | Right Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 35.0 45.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound LT 889 2163 0.78 0.41 29.9 C 29.9 C Westbound Northbound TR 1785 3419 0.82 0.52 17.7 B 17.7 B Southbound Intersection Delay = 21.6 (sec/veh) Intersection LOS = C _______________________________________________________________________________

HCS2000: Signalized Intersections Release 4.1c Analyst: DW Inter.: Park Ave at 49th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 8:00 - 9:00am Year : 2010 Build (ESA Only) Project ID: LIRR 50th Street Study E/W St: 49th Street N/S St: Park Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 0 0 | 0 2 0 | 0 3 0 | 0 3 0 | LGConfig | | LTR | DefL T | TR | Volume | |82 613 103 |139 1323 | 1495 232 | Lane Width | | 10.0 |11.0 11.0 | 11.0 | RTOR Vol | | 0 | | 0 | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left | NB Left P Thru | Thru P Right | Right Peds X | Peds X WB Left P | SB Left Thru P | Thru P Right P | Right P Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 31.0 49.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound Westbound LTR 876 2388 1.04 0.37 69.2 E 69.2 E Northbound DefL 189 334 0.81 0.57 40.2 D T 1599 2821 0.84 0.57 16.2 B 18.6 B Southbound TR 2294 4048 0.82 0.57 13.6 B 13.6 B Intersection Delay = 27.1 (sec/veh) Intersection LOS = C _______________________________________________________________________________

HCS2000: Signalized Intersections Release 4.1c Analyst: DW Inter.: Park Ave at 50th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 8:00 - 9:00am Year : 2010 Build (ESA Only) Project ID: LIRR 50th Street Study E/W St: 50th Street N/S St: Park Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 2 0 | 0 0 0 | 0 3 0 | 0 3 0 | LGConfig | LTR | | TR | LT | Volume |118 273 113 | | 1292 134 |88 1613 | Lane Width | 10.0 | | 11.0 | 11.0 | RTOR Vol | 0 | | 0 | | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left P | NB Left Thru P | Thru P Right P | Right P Peds X | Peds X WB Left | SB Left P Thru | Thru P Right | Right Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 35.0 45.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound LTR 667 1622 0.94 0.41 48.9 D 48.9 D Westbound Northbound TR 2109 4039 0.73 0.52 14.3 B 14.3 B Southbound LT 1820 3486 1.01 0.52 45.2 D 45.2 D Intersection Delay = 34.0 (sec/veh) Intersection LOS = C _______________________________________________________________________________

No Build Midday Peak Hour

HCS2000: Signalized Intersections Release 4.1c Analyst: DW Inter.: Madison Ave at 49th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 11:30 - 12:30pm Year : 2010 Build (ESA only) Project ID: LIRR 50th Street Study E/W St: 49th Street N/S St: Madison Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 0 0 | 0 2 0 | 0 4 0 | 0 0 0 | LGConfig | | TR | LT | | Volume | | 670 21 |93 1271 | | Lane Width | | 10.0 | 11.0 | | RTOR Vol | | 0 | | | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left | NB Left P Thru | Thru P Right | Right Peds X | Peds X WB Left | SB Left Thru P | Thru Right P | Right Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 35.0 45.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound Westbound TR 1063 2586 0.67 0.41 25.0 C 25.0 C Northbound LT 1921 3679 0.79 0.52 16.2 B 16.2 B Southbound Intersection Delay = 19.0 (sec/veh) Intersection LOS = B _______________________________________________________________________________

HCS2000: Signalized Intersections Release 4.1c Analyst: DW Inter.: Madison Ave at 50th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 11:30 - 12:30pm Year : 2010 Build (ESA Only) Project ID: LIRR 50th Street Study E/W St: 50th Street N/S St: Madison Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 2 0 | 0 0 0 | 0 4 0 | 0 0 0 | LGConfig | LT | | TR | | Volume |26 494 | | 1204 88 | | Lane Width | 10.0 | | 11.0 | | RTOR Vol | | | 0 | | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left P | NB Left Thru P | Thru P Right | Right P Peds X | Peds X WB Left | SB Left Thru | Thru Right | Right Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 35.0 45.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound LT 1044 2540 0.57 0.41 22.5 C 22.5 C Westbound Northbound TR 1902 3642 0.72 0.52 14.4 B 14.4 B Southbound Intersection Delay = 16.9 (sec/veh) Intersection LOS = B _______________________________________________________________________________

HCS2000: Signalized Intersections Release 4.1c Analyst: DW Inter.: Park Ave at 49th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 11:30 - 12:30pm Year : 2010 Build (ESA Only) Project ID: LIRR 50th Street Study E/W St: 49th Street N/S St: Park Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 0 0 | 0 2 0 | 0 3 0 | 0 3 0 | LGConfig | | LTR | LT | TR | Volume | |165 541 144 |103 1232 | 1288 201 | Lane Width | | 10.0 | 11.0 | 11.0 | RTOR Vol | | 0 | | 0 | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left | NB Left P Thru | Thru P Right | Right Peds X | Peds X WB Left P | SB Left Thru P | Thru P Right P | Right P Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 31.0 49.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound Westbound LTR 880 2400 1.03 0.37 67.7 E 67.7 E Northbound LT 1576 2782 0.92 0.57 21.4 C 21.4 C Southbound TR 2285 4032 0.70 0.57 10.8 B 10.8 B Intersection Delay = 27.8 (sec/veh) Intersection LOS = C _______________________________________________________________________________

HCS2000: Signalized Intersections Release 4.1c Analyst: DW Inter.: Park Ave at 50th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 11:30 - 12:30pm Year : 2010 Build (ESA Only) Project ID: LIRR 50th Street Study E/W St: 50th Street N/S St: Park Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 2 0 | 0 0 0 | 0 3 0 | 0 3 0 | LGConfig | LTR | | TR | LT | Volume |185 211 221 | | 1273 103 |77 1267 | Lane Width | 10.0 | | 11.0 | 11.0 | RTOR Vol | 0 | | 0 | | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left P | NB Left Thru P | Thru P Right P | Right P Peds X | Peds X WB Left | SB Left P Thru | Thru P Right | Right Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 35.0 45.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound LTR 763 1856 0.92 0.41 43.0 D 43.0 D Westbound Northbound TR 2109 4039 0.70 0.52 13.7 B 13.7 B Southbound LT 1536 2942 0.95 0.52 28.4 C 28.4 C Intersection Delay = 25.3 (sec/veh) Intersection LOS = C _______________________________________________________________________________

Build Alternative 1 AM Peak Hour

HCS2000: Signalized Intersections Release 4.1c Analyst: DW Inter.: Madison Ave at 49th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 8:00 - 9:00am Year : 2010 Build Project ID: LIRR 50th Street Study E/W St: 49th Street N/S St: Madison Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 0 0 | 0 2 0 | 0 4 0 | 0 0 0 | LGConfig | | TR | LT | | Volume | | 651 162 |108 1226 | | Lane Width | | 10.0 | 11.0 | | RTOR Vol | | 0 | | | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left | NB Left P Thru | Thru P Right | Right Peds X | Peds X WB Left | SB Left Thru P | Thru Right P | Right Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 35.0 45.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound Westbound TR 925 2249 0.99 0.41 53.4 D 53.4 D Northbound LT 1795 3437 0.80 0.52 16.8 B 16.8 B Southbound Intersection Delay = 31.1 (sec/veh) Intersection LOS = C _______________________________________________________________________________

HCS2000: Signalized Intersections Release 4.1c Analyst: Inter.: Madison Ave at 50th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 8:00 - 9:00am Year : 2010 Build Alt. 1 Project ID: LIRR 50th Street Study E/W St: 50th Street N/S St: Madison Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 2 0 | 0 0 0 | 0 4 0 | 0 0 0 | LGConfig | LT | | TR | | Volume |201 373 | | 1277 110 | | Lane Width | 10.0 | | 11.0 | | RTOR Vol | | | 0 | | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left P | NB Left Thru P | Thru P Right | Right P Peds X | Peds X WB Left | SB Left Thru | Thru Right | Right Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 35.0 45.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound LT 858 2086 0.82 0.41 31.9 C 31.9 C Westbound Northbound TR 1778 3405 0.83 0.52 17.9 B 17.9 B Southbound Intersection Delay = 22.4 (sec/veh) Intersection LOS = C _______________________________________________________________________________

HCS2000: Signalized Intersections Release 4.1c Analyst: Inter.: Park Ave at 49th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 8:00 - 9:00am Year : 2010 Build Alt. 1 Project ID: LIRR 50th Street Study E/W St: 49th Street N/S St: Park Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 0 0 | 0 2 0 | 0 3 0 | 0 3 0 | LGConfig | | LTR | DefL T | TR | Volume | |82 615 103 |139 1323 | 1495 234 | Lane Width | | 10.0 |11.0 11.0 | 11.0 | RTOR Vol | | 0 | | 0 | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left | NB Left P Thru | Thru P Right | Right Peds X | Peds X WB Left P | SB Left Thru P | Thru P Right P | Right P Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 31.0 49.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound Westbound LTR 876 2389 1.04 0.37 69.8 E 69.8 E Northbound DefL 189 334 0.81 0.57 40.2 D T 1599 2821 0.84 0.57 16.2 B 18.6 B Southbound TR 2290 4042 0.82 0.57 13.7 B 13.7 B Intersection Delay = 27.3 (sec/veh) Intersection LOS = C _______________________________________________________________________________

HCS2000: Signalized Intersections Release 4.1c Analyst: Inter.: Park Ave at 50th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 8:00 - 9:00am Year : 2010 Build Alt. 1 Project ID: LIRR 50th Street Study E/W St: 50th Street N/S St: Park Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 2 0 | 0 0 0 | 0 3 0 | 0 3 0 | LGConfig | LTR | | TR | LT | Volume |119 274 115 | | 1292 134 |88 1613 | Lane Width | 10.0 | | 11.0 | 11.0 | RTOR Vol | 0 | | 0 | | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left P | NB Left Thru P | Thru P Right P | Right P Peds X | Peds X WB Left | SB Left P Thru | Thru P Right | Right Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 35.0 45.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound LTR 662 1610 0.96 0.41 51.8 D 51.8 D Westbound Northbound TR 2109 4039 0.73 0.52 14.3 B 14.3 B Southbound LT 1820 3486 1.01 0.52 45.2 D 45.2 D Intersection Delay = 34.4 (sec/veh) Intersection LOS = C _______________________________________________________________________________

Build Alternative 1 Midday Peak Hour

HCS2000: Signalized Intersections Release 4.1c Analyst: DW Inter.: Madison Ave at 49th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 11:30 - 12:30pm Year : 2010 Build Alt. 1 Project ID: LIRR 50th Street Study E/W St: 49th Street N/S St: Madison Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 0 0 | 0 2 0 | 0 4 0 | 0 0 0 | LGConfig | | TR | LT | | Volume | | 672 21 |93 1273 | | Lane Width | | 10.0 | 11.0 | | RTOR Vol | | 0 | | | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left | NB Left P Thru | Thru P Right | Right Peds X | Peds X WB Left | SB Left Thru P | Thru Right P | Right Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 35.0 45.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound Westbound TR 1059 2575 0.68 0.41 25.1 C 25.1 C Northbound LT 1918 3673 0.79 0.52 16.3 B 16.3 B Southbound Intersection Delay = 19.1 (sec/veh) Intersection LOS = B _______________________________________________________________________________

HCS2000: Signalized Intersections Release 4.1c Analyst: Inter.: Madison Ave at 50th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 11:30 - 12:30pm Year : 2010 Build Alt. 1 Project ID: LIRR 50th Street Study E/W St: 50th Street N/S St: Madison Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 2 0 | 0 0 0 | 0 4 0 | 0 0 0 | LGConfig | LT | | TR | | Volume |26 496 | | 1204 90 | | Lane Width | 10.0 | | 11.0 | | RTOR Vol | | | 0 | | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left P | NB Left Thru P | Thru P Right | Right P Peds X | Peds X WB Left | SB Left Thru | Thru Right | Right Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 35.0 45.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound LT 1038 2525 0.57 0.41 22.7 C 22.7 C Westbound Northbound TR 1895 3628 0.72 0.52 14.5 B 14.5 B Southbound Intersection Delay = 17.0 (sec/veh) Intersection LOS = B _______________________________________________________________________________

HCS2000: Signalized Intersections Release 4.1c Analyst: Inter.: Park Ave at 49th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 11:30 - 12:30pm Year : 2010 Build Alt. 1 Project ID: LIRR 50th Street Study E/W St: 49th Street N/S St: Park Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 0 0 | 0 2 0 | 0 3 0 | 0 3 0 | LGConfig | | LTR | LT | TR | Volume | |165 541 144 |103 1232 | 1288 203 | Lane Width | | 10.0 | 11.0 | 11.0 | RTOR Vol | | 0 | | 0 | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left | NB Left P Thru | Thru P Right | Right Peds X | Peds X WB Left P | SB Left Thru P | Thru P Right P | Right P Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 31.0 49.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound Westbound LTR 880 2400 1.03 0.37 67.7 E 67.7 E Northbound LT 1576 2781 0.92 0.57 21.4 C 21.4 C Southbound TR 2281 4025 0.70 0.57 10.9 B 10.9 B Intersection Delay = 27.8 (sec/veh) Intersection LOS = C _______________________________________________________________________________

HCS2000: Signalized Intersections Release 4.1c Analyst: Inter.: Park Ave at 50th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 11:30 - 12:30pm Year : 2010 Build Alt. 1 Project ID: LIRR 50th Street Study E/W St: 50th Street N/S St: Park Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 2 0 | 0 0 0 | 0 3 0 | 0 3 0 | LGConfig | LTR | | TR | LT | Volume |186 212 223 | | 1273 103 |77 1267 | Lane Width | 10.0 | | 11.0 | 11.0 | RTOR Vol | 0 | | 0 | | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left P | NB Left Thru P | Thru P Right P | Right P Peds X | Peds X WB Left | SB Left P Thru | Thru P Right | Right Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 35.0 45.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound LTR 758 1844 0.93 0.41 45.0 D 45.0 D Westbound Northbound TR 2109 4039 0.70 0.52 13.7 B 13.7 B Southbound LT 1536 2942 0.95 0.52 28.4 C 28.4 C Intersection Delay = 25.7 (sec/veh) Intersection LOS = C _______________________________________________________________________________

Build Alternative 2 AM Peak Hour

HCS2000: Signalized Intersections Release 4.1c Analyst: Inter.: Madison Ave at 49th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 8:00 - 9:00am Year : 2010 Build Alt. 2 Project ID: LIRR 50th Street Study E/W St: 49th Street N/S St: Madison Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 0 0 | 0 2 0 | 0 4 0 | 0 0 0 | LGConfig | | TR | LT | | Volume | | 651 160 |108 1226 | | Lane Width | | 10.0 | 11.0 | | RTOR Vol | | 0 | | | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left | NB Left P Thru | Thru P Right | Right Peds X | Peds X WB Left | SB Left Thru P | Thru Right P | Right Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 35.0 45.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound Westbound TR 927 2255 0.98 0.41 52.4 D 52.4 D Northbound LT 1795 3437 0.80 0.52 16.8 B 16.8 B Southbound Intersection Delay = 30.6 (sec/veh) Intersection LOS = C _______________________________________________________________________________

HCS2000: Signalized Intersections Release 4.1c Analyst: Inter.: Madison Ave at 50th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 8:00 - 9:00am Year : 2010 Build Alt. 2 Project ID: LIRR 50th Street Study E/W St: 50th Street N/S St: Madison Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 2 0 | 0 0 0 | 0 4 0 | 0 0 0 | LGConfig | LT | | TR | | Volume |201 373 | | 1277 108 | | Lane Width | 10.0 | | 11.0 | | RTOR Vol | | | 0 | | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left P | NB Left Thru P | Thru P Right | Right P Peds X | Peds X WB Left | SB Left Thru | Thru Right | Right Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 35.0 45.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound LT 858 2086 0.82 0.41 31.9 C 31.9 C Westbound Northbound TR 1780 3408 0.83 0.52 17.8 B 17.8 B Southbound Intersection Delay = 22.3 (sec/veh) Intersection LOS = C _______________________________________________________________________________

HCS2000: Signalized Intersections Release 4.1c Analyst: Inter.: Park Ave at 49th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 8:00 - 9:00am Year : 2010 Build Alt. 2 Project ID: LIRR 50th Street Study E/W St: 49th Street N/S St: Park Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 0 0 | 0 2 0 | 0 3 0 | 0 3 0 | LGConfig | | LTR | DefL T | TR | Volume | |82 615 103 |139 1323 | 1495 236 | Lane Width | | 10.0 |11.0 11.0 | 11.0 | RTOR Vol | | 0 | | 0 | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left | NB Left P Thru | Thru P Right | Right Peds X | Peds X WB Left P | SB Left Thru P | Thru P Right P | Right P Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 31.0 49.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound Westbound LTR 876 2389 1.04 0.37 69.8 E 69.8 E Northbound DefL 189 334 0.81 0.57 40.2 D T 1599 2821 0.84 0.57 16.2 B 18.6 B Southbound TR 2286 4035 0.82 0.57 13.8 B 13.8 B Intersection Delay = 27.4 (sec/veh) Intersection LOS = C _______________________________________________________________________________

HCS2000: Signalized Intersections Release 4.1c Analyst: Inter.: Park Ave at 50th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 8:00 - 9:00am Year : 2010 Build Alt. 2 Project ID: LIRR 50th Street Study E/W St: 50th Street N/S St: Park Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 2 0 | 0 0 0 | 0 3 0 | 0 3 0 | LGConfig | LTR | | TR | LT | Volume |119 274 117 | | 1292 134 |88 1613 | Lane Width | 10.0 | | 11.0 | 11.0 | RTOR Vol | 0 | | 0 | | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left P | NB Left Thru P | Thru P Right P | Right P Peds X | Peds X WB Left | SB Left P Thru | Thru P Right | Right Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 35.0 45.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound LTR 667 1622 0.96 0.41 51.1 D 51.1 D Westbound Northbound TR 2109 4039 0.73 0.52 14.3 B 14.3 B Southbound LT 1820 3486 1.01 0.52 45.2 D 45.2 D Intersection Delay = 34.4 (sec/veh) Intersection LOS = C _______________________________________________________________________________

Build Alternative 2 Midday Peak Hour

HCS2000: Signalized Intersections Release 4.1c Analyst: Inter.: Madison Ave at 49th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 11:30 - 12:30pm Year : 2010 Build Alt. 2 Project ID: LIRR 50th Street Study E/W St: 49th Street N/S St: Madison Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 0 0 | 0 2 0 | 0 4 0 | 0 0 0 | LGConfig | | TR | LT | | Volume | | 672 21 |93 1271 | | Lane Width | | 10.0 | 11.0 | | RTOR Vol | | 0 | | | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left | NB Left P Thru | Thru P Right | Right Peds X | Peds X WB Left | SB Left Thru P | Thru Right P | Right Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 35.0 45.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound Westbound TR 1059 2575 0.68 0.41 25.1 C 25.1 C Northbound LT 1918 3673 0.79 0.52 16.2 B 16.2 B Southbound Intersection Delay = 19.1 (sec/veh) Intersection LOS = B _______________________________________________________________________________

HCS2000: Signalized Intersections Release 4.1c Analyst: Inter.: Madison Ave at 50th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 11:30 - 12:30pm Year : 2010 Build Alt. 2 Project ID: LIRR 50th Street Study E/W St: 50th Street N/S St: Madison Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 2 0 | 0 0 0 | 0 4 0 | 0 0 0 | LGConfig | LT | | TR | | Volume |26 496 | | 1204 88 | | Lane Width | 10.0 | | 11.0 | | RTOR Vol | | | 0 | | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left P | NB Left Thru P | Thru P Right | Right P Peds X | Peds X WB Left | SB Left Thru | Thru Right | Right Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 35.0 45.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound LT 1038 2525 0.57 0.41 22.7 C 22.7 C Westbound Northbound TR 1899 3636 0.72 0.52 14.5 B 14.5 B Southbound Intersection Delay = 16.9 (sec/veh) Intersection LOS = B _______________________________________________________________________________

HCS2000: Signalized Intersections Release 4.1c Analyst: Inter.: Park Ave at 49th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 11:30 - 12:30pm Year : 2010 Build Alt. 2 Project ID: LIRR 50th Street Study E/W St: 49th Street N/S St: Park Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 0 0 | 0 2 0 | 0 3 0 | 0 3 0 | LGConfig | | LTR | LT | TR | Volume | |165 543 144 |103 1232 | 1288 205 | Lane Width | | 10.0 | 11.0 | 11.0 | RTOR Vol | | 0 | | 0 | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left | NB Left P Thru | Thru P Right | Right Peds X | Peds X WB Left P | SB Left Thru P | Thru P Right P | Right P Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 31.0 49.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound Westbound LTR 880 2401 1.04 0.37 68.7 E 68.7 E Northbound LT 1575 2780 0.92 0.57 21.4 C 21.4 C Southbound TR 2273 4012 0.70 0.57 10.9 B 10.9 B Intersection Delay = 28.1 (sec/veh) Intersection LOS = C _______________________________________________________________________________

HCS2000: Signalized Intersections Release 4.1c Analyst: Inter.: Park Ave at 50th St Agency: Eng-Wong, Taub and Assoc. Area Type: CBD or Similar Date: 5/17/2005 Jurisd: Manhattan Period: 11:30 - 12:30pm Year : 2010 Build Alt. 2 Project ID: LIRR 50th Street Study E/W St: 50th Street N/S St: Park Avenue _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 2 0 | 0 0 0 | 0 3 0 | 0 3 0 | LGConfig | LTR | | TR | LT | Volume |186 212 225 | | 1273 103 |77 1267 | Lane Width | 10.0 | | 11.0 | 11.0 | RTOR Vol | 0 | | 0 | | _______________________________________________________________________________ Duration 0.25 Area Type: CBD or Similar ______________________________Signal Operations________________________________ Phase Combination 1 2 3 4 | 5 6 7 8 EB Left P | NB Left Thru P | Thru P Right P | Right P Peds X | Peds X WB Left | SB Left P Thru | Thru P Right | Right Peds X | Peds X NB Right | EB Right SB Right | WB Right Green 35.0 45.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________ Eastbound LTR 766 1863 0.92 0.41 43.7 D 43.7 D Westbound Northbound TR 2109 4039 0.70 0.52 13.7 B 13.7 B Southbound LT 1536 2942 0.95 0.52 28.4 C 28.4 C Intersection Delay = 25.5 (sec/veh) Intersection LOS = C _______________________________________________________________________________

Long Island Railroad

East Side Access

East 50th Street Facility Study

HCS Outputs

- ESA Reanalysis Study Area

No Build AM Peak Hour

HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 07-21-2005 Eng-Wong, Taub & Associates ======================================================================= Streets: (E-W) 48th Street (N-S) Lexington Avenue Analyst: CF File Name: 35-LE48A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.35) ======================================================================= | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 2 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 305 260| | | 150 1570 Lane W (ft)| 11.0 | | | 10.0 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * NB Right |EB Right SB Right |WB Right Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ---- ------- ----- ----- ----- --- ----- --- EB TR 830 2264 0.753 0.367 21.7 C 21.7 C SB LT 2269 4004 0.878 0.567 10.7 B 10.7 B Intersection Delay = 13.3 sec/veh Intersection LOS = B Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.829

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 47th Street (N-S) Lexington Avenue Analyst: CF File Name: 36-LE47A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.36) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 > 2 0 | 0 0 0 | 0 3 < 0 Volumes | | 130 565 | | 1620 210 PHF or PK15| |0.95 0.95 | | 0.95 0.95 Lane W (ft)| | 11.0 | | 10.0 Grade | | 0 | | 0 % Heavy Veh| | 2 2 | | 9 9 Parking | |N Y 5| |Y 5 Y 5 Bus Stops | | 0| | 25 Con. Peds | 1060| 0| 0| %1700 Ped Button | |(Y/N) N | |(Y/N) N Arr Type | | 3 | | 4 RTOR Vols | | 0| | 0 Lost Time | |3.00 3.00 | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * | WB Left * |SB Left Thru * | Thru * Right | Right * Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 47th Street (N-S) Lexington Avenue Analyst: CF File Name: 36-LE47A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.36) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Left 130 0.95 137 Thru 565 0.95 595 LT 732 2 1.050 1.000 769 0.19 0.00 SB Thru 1620 0.95 1705 TR 1926 3 1.100 1.000 2119 0.00 0.11 Right 210 0.95 221 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB LT 1900 2 0.97 0.98 1.00 0.94 1.00 0.90 1.00 0.88 2666 SB TR 1900 3 0.93 0.92 1.00 0.95 0.97 0.90 0.89 1.00 3590

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 47th Street (N-S) Lexington Avenue Analyst: CF File Name: 36-LE47A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.36) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB LT 769 2666 0.288 0.367 978 0.786 * NB SB TR 2119 3590 0.590 0.567 2034 1.042 * Sum (v/s) critical = 0.879 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.941 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB LT 0.787 0.367 19.3 1.000 978 16 3.0 22.3 C 22.3 C NB SB TR 1.042 0.567 14.8 0.649 2034 12 24.5 34.1 D 34.1 D Intersection Delay = 30.9 sec/veh Intersection LOS = D

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 46th Street (N-S) Lexington Avenue Analyst: CF File Name: 37-LE46A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.37) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 1 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 290 105| | | 130 1620 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 15.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 2 2| | | 9 9 Parking |Y 5 N | | |Y 5 N Bus Stops | 0| | | 25 Con. Peds | 1060| 0| 1060| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 46th Street (N-S) Lexington Avenue Analyst: CF File Name: 37-LE46A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.37) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 290 0.95 305 TR 416 1 1.000 1.000 416 0.00 0.27 Right 105 0.95 111 SB Left 130 0.95 137 Thru 1620 0.95 1705 LT 1842 3 1.100 1.000 2026 0.07 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 1 1.10 0.98 1.00 1.00 1.00 0.90 0.73 1.00 1345 SB LT 1900 3 0.93 0.92 1.00 1.00 0.97 0.90 1.00 0.95 4039

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 46th Street (N-S) Lexington Avenue Analyst: CF File Name: 37-LE46A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.37) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 416 1345 0.309 0.367 493 0.844 * WB NB SB LT 2026 4039 0.502 0.567 2289 0.885 * Sum (v/s) critical = 0.811 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.869 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.844 0.367 19.9 1.000 493 16 8.8 28.6 D 28.6 D WB NB SB LT 0.885 0.567 12.9 0.649 2289 12 2.5 10.9 B 10.9 B Intersection Delay = 13.9 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 45th Street (N-S) Lexington Avenue Analyst: CF File Name: 38-LX45A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.38) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 > 2 0 | 0 0 0 | 0 3 < 0 Volumes | | 225 290 | | 1550 195 PHF or PK15| |0.95 0.95 | | 0.95 0.95 Lane W (ft)| | 11.0 | | 10.0 Grade | | 0 | | 0 % Heavy Veh| | 2 2 | | 9 9 Parking | |N Y 5| |Y 5 N Bus Stops | | 0| | 25 Con. Peds | 1380| 0| 0| %1700 Ped Button | |(Y/N) N | |(Y/N) N Arr Type | | 3 | | 4 RTOR Vols | | 0| | 0 Lost Time | |3.00 3.00 | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * | WB Left * |SB Left Thru * | Thru * Right | Right * Peds | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 41.0P 8.0P Yellow/AR 5.0 |Yellow/AR 5.0 0.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 45th Street (N-S) Lexington Avenue Analyst: CF File Name: 38-LX45A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.38) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Left 225 0.95 237 Thru 290 0.95 305 LT 542 2 1.050 1.000 569 0.44 0.00 SB Thru 1550 0.95 1632 TR 1837 3 1.100 1.000 2021 0.00 0.11 Right 195 0.95 205 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB LT 1900 2 0.97 0.98 1.00 0.94 1.00 0.90 1.00 0.65 1966 SB TR 1900 3 0.93 0.92 1.00 1.00 0.97 0.90 0.89 1.00 3792

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 45th Street (N-S) Lexington Avenue Analyst: CF File Name: 38-LX45A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.38) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB LT 569 1966 0.289 0.367 721 0.789 * NB SB TR 2021 3792 0.533 0.478 1812 1.115 * Sum (v/s) critical = 0.822 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.881 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB LT 0.789 0.367 19.3 1.000 721 16 4.1 23.4 C 23.4 C NB SB TR 1.116 0.478 * 0.799 1812 12 * * * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 44th Street (N-S) Lexington Avenue Analyst: CF File Name: 39-LX44A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.39) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 0 0 | 0 0 0 | 0 > 4 0 Volumes | | | | 160 1615 PHF or PK15| | | |0.95 0.95 Lane W (ft)| | | | 10.0 Grade | | | | 0 % Heavy Veh| | | | 14 14 Parking | | | |Y 5 N Bus Stops | | | | 25 Con. Peds | 0| 0| 1380| 0 Ped Button | | | |(Y/N) N Arr Type | | | | 4 RTOR Vols | | | | 0 Lost Time | | | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 39.0P 10.0P Yellow/AR 5.0 |Yellow/AR 5.0 0.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 44th Street (N-S) Lexington Avenue Analyst: CF File Name: 39-LX44A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.39) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- SB Left 160 0.95 168 Thru 1615 0.95 1700 LT 1868 4 1.100 1.000 2055 0.09 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- SB LT 1900 4 0.93 0.88 1.00 1.00 0.98 0.90 1.00 0.93 5064

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 44th Street (N-S) Lexington Avenue Analyst: CF File Name: 39-LX44A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.39) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB NB SB LT 2055 5064 0.406 0.456 2307 0.891 * Sum (v/s) critical = 0.406 Lost Time/Cycle, L = 3.0 sec Critical v/c(x) = 0.420 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB NB SB LT 0.891 0.456 17.1 0.829 2307 12 2.7 16.8 C 16.8 C Intersection Delay = 16.8 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 43rd Street (N-S) Lexington Avenue Analyst: MD File Name: 40-LX43A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.40) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 2 0 0 | 0 0 0 | 0 3 0 Volumes | | 205 | | 1615 PHF or PK15| |0.95 | | 0.95 Lane W (ft)| |11.0 | | 10.0 Grade | | 0 | | 0 % Heavy Veh| | 2 | | 14 Parking | |Y 5 N | |Y 5 N Bus Stops | | 0| | 25 Con. Peds | 1380| 0| 0| 0 Ped Button | |(Y/N) N | |(Y/N) N Arr Type | | 3 | | 4 RTOR Vols | | 0| | 0 Lost Time | |3.00 | | 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * * | WB Left * |SB Left Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 39.0P 10.0P Yellow/AR 5.0 |Yellow/AR 5.0 0.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 43rd Street (N-S) Lexington Avenue Analyst: MD File Name: 40-LX43A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.40) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Left 205 0.95 216 L 216 2 1.030 1.000 222 1.00 0.00 SB Thru 1615 0.95 1700 T 1700 3 1.100 1.000 1870 0.00 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB L 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 1.00 0.19 625 SB T 1900 3 0.93 0.88 1.00 1.00 0.97 0.90 1.00 1.00 4060

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 43rd Street (N-S) Lexington Avenue Analyst: MD File Name: 40-LX43A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.40) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB L 222 625 0.355 0.367 229 0.969 * NB SB T 1870 4060 0.461 0.456 1850 1.011 * Sum (v/s) critical = 0.816 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.874 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB L 0.969 0.367 21.3 1.000 229 16 37.4 58.7 E 58.7 E NB SB T 1.011 0.456 18.6 0.829 1850 12 16.4 31.9 D 31.9 D Intersection Delay = 34.7 sec/veh Intersection LOS = D

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: PJO File Name: 41-LX42A.HC9 Area Type: CBD 8-27-99 AM Comment: 2010 No Build Conditions (No.41) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 2 < 0 | 0 > 2 0 | 0 0 0 | 0 > 3 < 0 Volumes | 595 190| 10 885 | | 160 1590 70 PHF or PK15| 0.95 0.95|0.95 0.95 | |0.95 0.95 0.95 Lane W (ft)| 10.0 | 10.0 | | 10.5 Grade | 0 | 0 | | 0 % Heavy Veh| 14 14| 12 12 | | 14 14 14 Parking |N N |N N | |Y 5 N Bus Stops | 50| 50| | 25 Con. Peds | 1700| 0| 1700| %1700 Ped Button |(Y/N) N |(Y/N) N | |(Y/N) N Arr Type | 3 | 3 | | 3 RTOR Vols | 0| 0| | 0 Lost Time | 3.00 3.00|3.00 3.00 | |3.00 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left * |SB Left * Thru * | Thru * Right | Right * Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 35.0P |Green 45.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: PJO File Name: 41-LX42A.HC9 Area Type: CBD 8-27-99 AM Comment: 2010 No Build Conditions (No.41) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 595 0.95 626 TR 826 2 1.050 1.000 867 0.00 0.24 Right 190 0.95 200 WB Left 10 0.95 11 Thru 885 0.95 932 LT 943 2 1.050 1.000 990 0.01 0.00 SB Left 160 0.95 168 Thru 1590 0.95 1674 LTR 1916 3 1.100 1.000 2108 0.09 0.04 Right 70 0.95 74 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 2 0.93 0.88 1.00 1.00 0.90 0.90 0.77 1.00 1935 WB LT 1900 2 0.93 0.89 1.00 1.00 0.90 0.90 1.00 0.89 2275 SB LTR 1900 3 0.95 0.88 1.00 1.00 0.97 0.90 0.96 0.92 3645

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: PJO File Name: 41-LX42A.HC9 Area Type: CBD 8-27-99 AM Comment: 2010 No Build Conditions (No.41) ======================================================================= Supplemental Permitted LT Worksheet APPROACH WB Cycle Length, C 90 Actual Green Time for Lane Group, G 35 Effective Green Time for Lane Group, g 37 Opposing Effective Green Time, go 37 Number of Opposing Lanes, No 2 Number of Lanes in Lane Group, N 2 Adjusted Left-Turn Flow Rate, Vlt 12 Proportion of Left Turns in Lane Group, Plt 0.01 Left Turns per Cycle: LTC=Vlt*C/3600 0.30 Adjusted Opposing Flow Rate, Vo 867 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600No 10.84 Opposing Platoon Ratio, Rpo 1 Lost time per phase, tl 3 gf=Gexp(-0.882*LTC^0.717)-tl 21.13 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.59 gq = Volc * qro / (.5 - Volc * (1 - qro) / go)-tl 13.81 gu=g-gq (or g-gf) 15.87 fs=(875-0.625Vo)/1000 0.33 Pl=Plt[1+{(N-1)g/(fs*gu+4.5)}] 0.06 El1 9.35 fmin 0.06 fm,(min=fmin;max=1.00) 0.86 flt=[fm+0.91(N-1)]/N 0.89

HCS: Signalized Intersection Version 2.4g 11-21-2005 4 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: PJO File Name: 41-LX42A.HC9 Area Type: CBD 8-27-99 AM Comment: 2010 No Build Conditions (No.41) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 867 1935 0.448 0.411 796 1.089 * WB LT 990 2275 0.435 0.411 935 1.059 NB SB LTR 2108 3645 0.578 0.522 1904 1.107 * Sum (v/s) critical = 1.026 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 1.100 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 1.090 0.411 * 1.000 796 16 * * * * * WB LT 1.059 0.411 * 1.000 935 16 * * * * * NB SB LTR 1.107 0.522 * 1.000 1904 16 * * * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 41st Street (N-S) Lexington Avenue Analyst: CF File Name: 42-LE41A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.42) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 1 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 150 100| | | 90 1700 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 16 16| | | 13 13 Parking |Y 5 Y 5| | |Y 5 N Bus Stops | 0| | | 25 Con. Peds | 1060| 0| 1060| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 35.0P |Green 45.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 41st Street (N-S) Lexington Avenue Analyst: CF File Name: 42-LE41A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.42) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 150 0.95 158 TR 263 1 1.000 1.000 263 0.00 0.40 Right 100 0.95 105 SB Left 90 0.95 95 Thru 1700 0.95 1789 LT 1884 3 1.100 1.000 2072 0.05 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 1 0.97 0.86 1.00 0.85 1.00 0.90 0.64 1.00 781 SB LT 1900 3 0.93 0.88 1.00 1.00 0.97 0.90 1.00 0.97 3961

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 41st Street (N-S) Lexington Avenue Analyst: CF File Name: 42-LE41A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.42) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 263 781 0.337 0.411 321 0.819 * WB NB SB LT 2072 3961 0.523 0.522 2069 1.001 * Sum (v/s) critical = 0.860 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.921 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.819 0.411 17.9 1.000 321 16 10.5 28.4 D 28.4 D WB NB SB LT 1.002 0.522 16.3 0.731 2069 12 13.5 25.5 D 25.5 D Intersection Delay = 25.8 sec/veh Intersection LOS = D

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 40th Street (N-S) Lexington Avenue Analyst: CF File Name: 43-LEX~1.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.43) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 2 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 320 140| | | 85 1715 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 7 7| | | 13 13 Parking |N Y 5| | |Y 5 N Bus Stops | 0| | | 25 Con. Peds | 1060| 0| 1060| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 40th Street (N-S) Lexington Avenue Analyst: CF File Name: 43-LEX~1.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.43) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 320 0.95 337 TR 484 2 1.050 1.000 508 0.00 0.30 Right 140 0.95 147 SB Left 85 0.95 89 Thru 1715 0.95 1805 LT 1894 3 1.100 1.000 2083 0.05 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 2 0.97 0.93 1.00 0.94 1.00 0.90 0.80 1.00 2321 SB LT 1900 3 0.93 0.88 1.00 1.00 0.97 0.90 1.00 0.97 3970

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 40th Street (N-S) Lexington Avenue Analyst: CF File Name: 43-LEX~1.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.43) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 508 2321 0.219 0.367 851 0.597 * WB NB SB LT 2083 3970 0.525 0.567 2250 0.926 * Sum (v/s) critical = 0.744 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.797 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.597 0.367 17.6 1.000 851 16 0.8 18.4 C 18.4 C WB NB SB LT 0.926 0.567 13.5 0.649 2250 12 4.2 12.9 B 12.9 B Intersection Delay = 14.0 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 40th Street Analyst: CF File Name: 44-3&40A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.44) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 2 0 | 0 0 0 Volumes | 2315 105| | 205 200 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 10.0 | | 10.0 | Grade | 0 | | 0 | % Heavy Veh| 12 12| | 11 11 | Parking |Y 5 N | |N Y 5| Bus Stops | 23| | 0| Con. Peds | 1060| 0| 0| %1060 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 40th Street Analyst: CF File Name: 44-3&40A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.44) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2315 0.95 2437 TR 2548 5 1.100 1.000 2803 0.00 0.04 Right 105 0.95 111 EB Left 205 0.95 216 Thru 200 0.95 211 LT 427 2 1.050 1.000 448 0.51 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.89 1.00 1.00 0.98 0.90 0.97 1.00 6794 EB LT 1900 2 0.93 0.90 1.00 0.94 1.00 0.90 1.00 0.67 1803

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 40th Street Analyst: CF File Name: 44-3&40A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.44) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 2803 6794 0.413 0.567 3850 0.728 * SB EB LT 448 1803 0.248 0.367 661 0.678 * WB Sum (v/s) critical = 0.661 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.708 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.728 0.567 10.9 0.649 3850 12 0.4 7.5 B 7.5 B SB EB LT 0.678 0.367 18.3 1.000 661 16 1.9 20.2 C 20.2 C WB Intersection Delay = 9.2 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 41st Street Analyst: CF File Name: 45-3&41A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.45) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 2 0 | 0 0 2 Volumes | 2480 40| | 135 105 | 270 PHF or PK15| 0.95 0.95| |0.95 0.95 | 0.95 Lane W (ft)| 10.0 | | 11.0 | 8.5 Grade | 0 | | 0 | 0 % Heavy Veh| 12 12| | 13 13 | 7 Parking |Y 5 N | |N Y 5|N Y 5 Bus Stops | 23| | 0| 0 Con. Peds | 1060| 0| 0| %1060 Ped Button |(Y/N) N | |(Y/N) N |(Y/N) N Arr Type | 4 | | 3 | 3 RTOR Vols | 0| | 0| 0 Lost Time | 3.00 3.00| |3.00 3.00 | 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 41st Street Analyst: CF File Name: 45-3&41A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.45) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2480 0.95 2611 TR 2653 5 1.100 1.000 2918 0.00 0.02 Right 40 0.95 42 EB Left 135 0.95 142 Thru 105 0.95 111 LT 253 2 1.050 1.000 266 0.56 0.00 WB Right 270 0.95 284 R 284 2 1.130 1.000 321 0.00 1.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.89 1.00 1.00 0.98 0.90 0.99 1.00 6921 EB LT 1900 2 0.97 0.88 1.00 0.94 1.00 0.90 1.00 0.97 2668 WB R 1900 2 0.88 0.93 1.00 0.94 1.00 0.90 0.35 1.00 914

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 41st Street Analyst: CF File Name: 45-3&41A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.45) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 2918 6921 0.422 0.567 3922 0.744 * SB EB LT 266 2668 0.100 0.367 978 0.272 WB R 321 914 0.351 0.367 335 0.958 * Sum (v/s) critical = 0.773 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.828 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.744 0.567 11.1 0.649 3922 12 0.4 7.6 B 7.6 B SB EB LT 0.272 0.367 15.2 1.000 978 16 0.0 15.3 C 15.3 C WB R 0.958 0.367 21.1 1.000 335 16 27.9 49.0 E 49.0 E Intersection Delay = 12.0 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 42nd Street Analyst: CF File Name: 46-3&42A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.46) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 5 1 | 0 0 0 | 0 > 2 0 | 0 2 1 Volumes | 270 2470 145| | 195 485 | 625 130 PHF or PK15|0.95 0.95 0.95| |0.95 0.95 | 0.95 0.95 Lane W (ft)| 10.0 10.0| | 10.0 | 10.0 10.0 Grade | 0 | | 0 | 0 % Heavy Veh| 12 12 12| | 13 13 | 9 9 Parking |Y 5 N | |N N |N N Bus Stops | 23| | 50| 50 Con. Peds | 1060| 1060| 0| %1060 Ped Button |(Y/N) N | |(Y/N) N |(Y/N) N Arr Type | 3 3| | 3 | 3 3 RTOR Vols | 0| | 0| 0 Lost Time |3.00 3.00 3.00| |3.00 3.00 | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left * * Thru * | Thru * * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 26.0P 9.0P Yellow/AR 5.0 |Yellow/AR 5.0 5.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 42nd Street Analyst: CF File Name: 46-3&42A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.46) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 270 0.95 284 Thru 2470 0.95 2600 LT 2884 5 1.100 1.000 3172 0.10 0.00 Right 145 0.95 153 R 153 1 1.000 1.000 153 0.00 1.00 EB Left 195 0.95 205 Thru 485 0.95 511 LT 716 2 1.050 1.000 752 0.29 0.00 WB Thru 625 0.95 658 T 658 2 1.050 1.000 691 0.00 0.00 Right 130 0.95 137 R 137 1 1.000 1.000 137 0.00 1.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 5 0.93 0.89 1.00 0.98 1.00 0.90 1.00 0.94 6499 R 1900 1 0.93 0.89 1.00 1.00 0.91 0.90 0.35 1.00 447 EB LT 1900 2 0.93 0.88 1.00 1.00 0.90 0.90 1.00 0.78 1994 WB T 1900 2 0.93 0.92 1.00 1.00 1.00 0.90 1.00 1.00 2928 R 1900 1 0.93 0.92 1.00 1.00 0.80 0.90 0.35 1.00 404

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 42nd Street Analyst: CF File Name: 46-3&42A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.46) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 3172 6499 0.488 0.467 3033 1.046 * R 153 447 0.342 0.467 209 0.732 SB EB LT 752 1994 0.377 0.467 931 0.808 * WB T 691 2928 0.236 0.311 911 0.759 R 137 404 0.339 0.311 126 1.087 Sum (v/s) critical = 0.865 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.927 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 1.046 0.467 18.2 1.000 3033 16 25.2 43.4 E 42.5 E R 0.733 0.467 14.8 1.000 209 16 8.4 23.2 C SB EB LT 0.808 0.467 15.6 1.000 931 16 3.8 19.4 C 19.4 C WB T 0.759 0.311 21.2 1.000 911 16 2.6 23.8 C * * R 1.090 0.311 * 1.000 126 16 * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 43rd Street Analyst: CF File Name: 47-3&43A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.47) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 5 0 | 0 0 0 | 0 0 0 | 0 1 < 0 Volumes | 75 2740 | | | 110 230 PHF or PK15|0.95 0.95 | | | 0.95 0.95 Lane W (ft)| 10.0 | | | 15.0 Grade | 0 | | | 0 % Heavy Veh| 14 14 | | | 2 2 Parking |Y 5 N | | |Y 5 N Bus Stops | 23| | | 0 Con. Peds | 0| 1060| 0| %1060 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 4 | | | 3 RTOR Vols | 0| | | 0 Lost Time |3.00 3.00 | | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left Thru * | Thru Right | Right Peds * | Peds * | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 43rd Street Analyst: CF File Name: 47-3&43A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.47) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 75 0.95 79 Thru 2740 0.95 2884 LT 2963 5 1.100 1.000 3259 0.03 0.00 WB Thru 110 0.95 116 TR 358 1 1.000 1.000 358 0.00 0.68 Right 230 0.95 242 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 5 0.93 0.88 1.00 1.00 0.98 0.90 1.00 0.98 6751 WB TR 1900 1 1.10 0.98 1.00 1.00 1.00 0.90 0.47 1.00 862

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 43rd Street Analyst: CF File Name: 47-3&43A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.47) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 3259 6751 0.483 0.567 3826 0.852 * SB EB WB TR 358 862 0.415 0.367 316 1.133 * Sum (v/s) critical = 0.898 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.962 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.852 0.567 12.4 0.649 3826 12 1.1 9.2 B 9.2 B SB EB WB TR 1.133 0.367 * 1.000 316 16 * * * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 44rd Street Analyst: CF File Name: 48-3&44A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.48) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 1 0 | 0 0 0 Volumes | 2745 245| | 105 55 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 10.0 | | 11.0 | Grade | 0 | | 0 | % Heavy Veh| 14 14| | 2 2 | Parking |Y 5 N | |Y 5 Y 5| Bus Stops | 23| | 0| Con. Peds | 1060| 0| 0| %1060 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 44rd Street Analyst: CF File Name: 48-3&44A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.48) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2745 0.95 2889 TR 3147 5 1.100 1.000 3462 0.00 0.08 Right 245 0.95 258 EB Left 105 0.95 111 Thru 55 0.95 58 LT 169 1 1.000 1.000 169 0.66 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.88 1.00 1.00 0.98 0.90 0.95 1.00 6502 EB LT 1900 1 0.97 0.98 1.00 0.85 1.00 0.90 1.00 0.48 661

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 44rd Street Analyst: CF File Name: 48-3&44A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.48) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 3462 6502 0.532 0.567 3684 0.940 * SB EB LT 169 661 0.256 0.367 242 0.698 * WB Sum (v/s) critical = 0.788 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.844 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.940 0.567 13.7 0.649 3684 12 3.3 12.2 B 12.2 B SB EB LT 0.697 0.367 18.4 1.000 242 16 5.7 24.2 C 24.2 C WB Intersection Delay = 12.8 sec/veh Intersection LOS = B

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HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 07-21-2005 Eng-Wong, Taub & Associates ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 45th Street Analyst: CF File Name: 49-3&45A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.49) ======================================================================= | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 5 0 | 0 0 0 | 0 0 0 | 0 1 1 Volumes | 195 2655 | | | 315 160 Lane W (ft)| 10.0 | | | 10.0 10.0 RTOR Vols | 0| | | 0 Lost Time |3.00 3.00 | | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left Thru * | Thru Right | Right Peds * | Peds * SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * EB Right |NB Right WB Right |SB Right Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ---- ------- ----- ----- ----- --- ----- --- NB LT 3720 6564 0.887 0.567 10.0 B 10.0 B WB T 502 1369 0.661 0.367 20.4 C 35.4 D R 173 473 0.969 0.367 65.0 F Intersection Delay = 13.4 sec/veh Intersection LOS = B Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.919

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HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 07-21-2005 Eng-Wong, Taub & Associates ======================================================================= Streets: (E-W) 46th Street (N-S) 3rd Avenue Analyst: CF File Name: 50-3A46A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.50) ======================================================================= | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 1 0 | 0 0 0 | 0 5 < 0 | 0 0 0 Volumes | 130 250 | | 2595 220| Lane W (ft)| 15.0 | | 12.0 | RTOR Vols | 0| | 0| Lost Time |3.00 3.00 | | 3.00 3.00| ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 | 5 6 7 8 EB Left * |NB Left Thru * | Thru * Right | Right * Peds * | Peds * WB Left |SB Left Thru | Thru Right | Right Peds * | Peds * NB Right |EB Right SB Right |WB Right Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ---- ------- ----- ----- ----- --- ----- --- EB LT 391 1067 1.022 0.367 62.9 F 62.9 F NB TR 3958 6985 0.824 0.567 8.6 B 8.6 B Intersection Delay = 14.6 sec/veh Intersection LOS = B Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.902

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HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 07-21-2005 Eng-Wong, Taub & Associates ======================================================================= Streets: (E-W) 47th Street (N-S) 3rd Avenue Analyst: CF File Name: 51-3A47A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.51) ======================================================================= | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 2 < 0 | 0 > 5 0 | 0 0 0 Volumes | | 400 165| 295 2450 | Lane W (ft)| | 11.0 | 12.0 | RTOR Vols | | 0| 0| Lost Time | | 3.00 3.00|3.00 3.00 | ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left * Thru | Thru * Right | Right Peds * | Peds * WB Left |SB Left Thru * | Thru Right * | Right Peds * | Peds * NB Right |EB Right SB Right |WB Right Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ---- ------- ----- ----- ----- --- ----- --- WB TR 961 2621 0.650 0.367 19.1 C 19.1 C NB LT 3878 6843 0.820 0.567 8.6 B 8.6 B Intersection Delay = 10.3 sec/veh Intersection LOS = B Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.753

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HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 07-21-2005 Eng-Wong, Taub & Associates ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 48th Street Analyst: CF File Name: 52-3&48A.HC9 Area Type: CBD 8-31-99 AM Comment: 2010 No Build Conditions (No.52) ======================================================================= | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 1 0 | 0 0 0 Volumes | 2460 155| | 145 270 | Lane W (ft)| 11.0 | | 15.0 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * EB Right |NB Right WB Right |SB Right Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ---- ------- ----- ----- ----- --- ----- --- NB TR 3877 6841 0.781 0.567 8.0 B 8.0 B EB LT 389 1060 1.124 0.367 * * * * Intersection Delay = * (sec/veh) Intersection LOS = * (g/C)*(V/c) is greater than one. Calculation of D1 is infeasible.

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No Build Midday Peak Hour

HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 40th Street Analyst: CF File Name: 13-MD40M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.13) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 3 < 0 | 0 0 0 | 0 > 2 0 | 0 0 0 Volumes | 1365 115| | 135 320 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 11.0 | | 11.0 | Grade | 0 | | 0 | % Heavy Veh| 12 12| | 10 10 | Parking |Y 5 Y 5| |N Y 5| Bus Stops | 31| | 0| Con. Peds | 1060| 0| 0| %1060 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds | SB Left |WB Left Thru | Thru Right | Right Peds | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 40th Street Analyst: CF File Name: 13-MD40M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.13) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 1365 0.95 1437 TR 1558 3 1.100 1.000 1714 0.00 0.08 Right 115 0.95 121 EB Left 135 0.95 142 Thru 320 0.95 337 LT 479 2 1.050 1.000 503 0.30 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 3 0.97 0.89 1.00 0.95 0.96 0.90 0.95 1.00 3827 EB LT 1900 2 0.97 0.91 1.00 0.94 1.00 0.90 1.00 0.81 2271

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 40th Street Analyst: CF File Name: 13-MD40M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.13) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 1714 3827 0.448 0.467 1786 0.960 * SB EB LT 503 2271 0.221 0.467 1060 0.475 * WB Sum (v/s) critical = 0.669 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.717 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.960 0.467 17.6 0.815 1786 12 7.9 22.2 C 22.2 C SB EB LT 0.475 0.467 12.5 1.000 1060 16 0.3 12.8 B 12.8 B WB Intersection Delay = 20.1 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 41st Street Analyst: CF File Name: 14-MD41M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.14) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 3 < 0 | 0 0 0 | 0 > 1 0 | 0 0 0 Volumes | 1420 75| | 85 105 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 11.0 | | 11.0 | Grade | 0 | | 0 | % Heavy Veh| 12 12| | 18 18 | Parking |Y 5 Y 5| |Y 5 Y 5| Bus Stops | 31| | 0| Con. Peds | 1060| 0| 0| %1060 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds | SB Left |WB Left Thru | Thru Right | Right Peds | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 41st Street Analyst: CF File Name: 14-MD41M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.14) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 1420 0.95 1495 TR 1574 3 1.100 1.000 1731 0.00 0.05 Right 75 0.95 79 EB Left 85 0.95 89 Thru 105 0.95 111 LT 200 1 1.000 1.000 200 0.44 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 3 0.97 0.89 1.00 0.95 0.96 0.90 0.97 1.00 3900 EB LT 1900 1 0.97 0.85 1.00 0.85 1.00 0.90 1.00 0.62 733

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 41st Street Analyst: CF File Name: 14-MD41M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.14) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 1731 3900 0.444 0.467 1820 0.951 * SB EB LT 200 733 0.273 0.467 342 0.585 * WB Sum (v/s) critical = 0.717 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.768 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.951 0.467 17.5 0.815 1820 12 6.9 21.2 C 21.2 C SB EB LT 0.585 0.467 13.4 1.000 342 16 1.9 15.3 C 15.3 C WB Intersection Delay = 20.5 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 42nd Street Analyst: CF File Name: 15-MD42M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.15) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 3 < 0 | 0 0 0 | 0 > 2 0 | 0 2 0 Volumes | 55 1395 60| | 25 730 | 825 PHF or PK15|0.95 0.95 0.95| |0.95 0.95 | 0.95 Lane W (ft)| 11.0 | | 9.0 | 9.0 Grade | 0 | | 0 | 0 % Heavy Veh| 12 12 12| | 11 11 | 11 Parking |Y 5 N | |N N |N Y 5 Bus Stops | 31| | 24| 24 Con. Peds | 1700| 1700| 0| %1700 Ped Button |(Y/N) N | |(Y/N) N |(Y/N) N Arr Type | 3 | | 3 | 3 RTOR Vols | 0| | 0| 0 Lost Time |3.00 3.00 3.00| |3.00 3.00 | 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left * Thru * | Thru * Right * | Right Peds * | Peds | SB Left |WB Left Thru | Thru * * Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 35.0P 7.0P Yellow/AR 5.0 |Yellow/AR 0.0 3.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 42nd Street Analyst: CF File Name: 15-MD42M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.15) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 55 0.95 58 Thru 1395 0.95 1468 LTR 1589 3 1.100 1.000 1748 0.04 0.04 Right 60 0.95 63 EB Left 25 0.95 26 Thru 730 0.95 768 LT 794 2 1.050 1.000 834 0.03 0.00 WB Thru 825 0.95 868 T 868 2 1.050 1.000 911 0.00 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LTR 1900 3 0.97 0.89 1.00 1.00 0.96 0.90 0.96 0.96 3940 EB LT 1900 2 0.90 0.90 1.00 1.00 0.95 0.90 1.00 0.80 2111 WB T 1900 2 0.90 0.90 1.00 0.94 0.95 0.90 1.00 1.00 2475

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 42nd Street Analyst: CF File Name: 15-MD42M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.15) ======================================================================= Supplemental Permitted LT Worksheet APPROACH EB Cycle Length, C 90 Actual Green Time for Lane Group, G 35 Effective Green Time for Lane Group, g 32 Opposing Effective Green Time, go 42 Number of Opposing Lanes, No 2 Number of Lanes in Lane Group, N 2 Adjusted Left-Turn Flow Rate, Vlt 27 Proportion of Left Turns in Lane Group, Plt 0.03 Left Turns per Cycle: LTC=Vlt*C/3600 0.68 Adjusted Opposing Flow Rate, Vo 911 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600No 11.39 Opposing Platoon Ratio, Rpo 1 Lost time per phase, tl 3 gf=Gexp(-0.882*LTC^0.717)-tl 14.99 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.53 gq = Volc * qro / (.5 - Volc * (1 - qro) / go)-tl 13.26 gu=g-gq (or g-gf) 17.01 fs=(875-0.625Vo)/1000 0.31 Pl=Plt[1+{(N-1)g/(fs*gu+4.5)}] 0.14 El1 11.00 fmin 0.07 fm,(min=fmin;max=1.00) 0.69 flt=[fm+0.91(N-1)]/N 0.80

HCS: Signalized Intersection Version 2.4g 11-21-2005 4 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 42nd Street Analyst: CF File Name: 15-MD42M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.15) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LTR 1748 3940 0.444 0.467 1839 0.951 * SB EB LT 834 2111 0.395 0.356 751 1.111 WB T 911 2475 0.368 0.467 1155 0.789 * Sum (v/s) critical = 0.812 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.870 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LTR 0.951 0.467 17.5 1.000 1839 16 8.5 26.0 D 26.0 D SB EB LT 1.111 0.356 * 1.000 751 16 * * * * * WB T 0.789 0.467 15.4 1.000 1155 16 2.6 18.0 C 18.0 C Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 43rd Street Analyst: CF File Name: 16-M&43M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.16) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 4 0 | 0 0 0 | 0 0 0 | 0 2 < 0 Volumes | 170 1255 | | | 285 110 PHF or PK15|0.95 0.95 | | | 0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 6 6 | | | 2 2 Parking |Y 5 N | | |Y 5 N Bus Stops | 31| | | 0 Con. Peds | 0| 1700| 0| %1700 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 4 | | | 3 RTOR Vols | 0| | | 0 Lost Time |3.00 3.00 | | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left Thru * | Thru Right | Right Peds | Peds | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 43rd Street Analyst: CF File Name: 16-M&43M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.16) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 170 0.95 179 Thru 1255 0.95 1321 LT 1500 4 1.100 1.000 1650 0.12 0.00 WB Thru 285 0.95 300 TR 416 2 1.050 1.000 437 0.00 0.28 Right 110 0.95 116 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 4 0.97 0.94 1.00 1.00 0.97 0.90 1.00 0.89 5352 WB TR 1900 2 0.93 0.98 1.00 1.00 1.00 0.90 0.73 1.00 2292

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 43rd Street Analyst: CF File Name: 16-M&43M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.16) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 1650 5352 0.308 0.467 2498 0.661 * SB EB WB TR 437 2292 0.191 0.467 1070 0.408 * Sum (v/s) critical = 0.499 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.535 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.661 0.467 14.1 0.815 2498 12 0.4 11.8 B 11.8 B SB EB WB TR 0.409 0.467 12.0 1.000 1070 16 0.1 12.2 B 12.2 B Intersection Delay = 11.9 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 44th Street Analyst: CF File Name: 17-M&44M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.17) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 4 < 0 | 0 0 0 | 0 > 2 0 | 0 0 0 Volumes | 1300 65| | 235 110 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 11.0 | | 11.0 | Grade | 0 | | 0 | % Heavy Veh| 6 6| | 2 2 | Parking |Y 5 N | |Y 5 N | Bus Stops | 31| | 0| Con. Peds | 1700| 0| 0| %1700 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 44th Street Analyst: CF File Name: 17-M&44M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.17) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 1300 0.95 1368 TR 1436 4 1.100 1.000 1580 0.00 0.05 Right 65 0.95 68 EB Left 235 0.95 247 Thru 110 0.95 116 LT 363 2 1.050 1.000 381 0.68 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 4 0.97 0.94 1.00 1.00 0.97 0.90 0.95 1.00 5770 EB LT 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 1.00 0.35 1125

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 44th Street Analyst: CF File Name: 17-M&44M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.17) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 1580 5770 0.274 0.467 2693 0.587 * SB EB LT 381 1125 0.339 0.467 525 0.726 * WB Sum (v/s) critical = 0.612 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.656 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.587 0.467 13.4 0.815 2693 12 0.2 11.1 B 11.1 B SB EB LT 0.726 0.467 14.7 1.000 525 16 3.4 18.1 C 18.1 C WB Intersection Delay = 12.5 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 45th Street Analyst: CF File Name: 18-M&45M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.18) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 4 0 | 0 0 0 | 0 0 0 | 0 1 < 0 Volumes | 140 1395 | | | 270 135 PHF or PK15|0.95 0.95 | | | 0.95 0.95 Lane W (ft)| 11.0 | | | 15.0 Grade | 0 | | | 0 % Heavy Veh| 6 6 | | | 2 2 Parking |Y 5 N | | |Y 5 Y 5 Bus Stops | 31| | | 0 Con. Peds | 0| 1700| 0| %1700 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 4 | | | 3 RTOR Vols | 0| | | 0 Lost Time |3.00 3.00 | | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left Thru * | Thru Right | Right Peds | Peds | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 45th Street Analyst: CF File Name: 18-M&45M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.18) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 140 0.95 147 Thru 1395 0.95 1468 LT 1615 4 1.100 1.000 1777 0.09 0.00 WB Thru 270 0.95 284 TR 426 1 1.000 1.000 426 0.00 0.33 Right 135 0.95 142 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 4 0.97 0.94 1.00 1.00 0.97 0.90 1.00 0.91 5516 WB TR 1900 1 1.10 0.98 1.00 0.85 1.00 0.90 0.59 1.00 917

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 45th Street Analyst: CF File Name: 18-M&45M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.18) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 1777 5516 0.322 0.467 2574 0.690 * SB EB WB TR 426 917 0.465 0.467 428 0.995 * Sum (v/s) critical = 0.787 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.843 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.690 0.467 14.4 0.815 2574 12 0.4 12.1 B 12.1 B SB EB WB TR 0.995 0.467 18.2 1.000 428 16 32.3 50.5 E 50.5 E Intersection Delay = 19.5 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 46th Street Analyst: CF File Name: 19-M&46M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.19) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 4 < 0 | 0 0 0 | 0 > 1 0 | 0 0 0 Volumes | 1425 125| | 100 370 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 11.0 | | 15.0 | Grade | 0 | | 0 | % Heavy Veh| 6 6| | 2 2 | Parking |Y 5 N | |Y 5 Y 5| Bus Stops | 31| | 0| Con. Peds | 1700| 0| 0| %1700 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 46th Street Analyst: CF File Name: 19-M&46M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.19) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 1425 0.95 1500 TR 1632 4 1.100 1.000 1795 0.00 0.08 Right 125 0.95 132 EB Left 100 0.95 105 Thru 370 0.95 389 LT 494 1 1.000 1.000 494 0.21 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 4 0.97 0.94 1.00 1.00 0.97 0.90 0.92 1.00 5575 EB LT 1900 1 1.10 0.98 1.00 0.85 1.00 0.90 1.00 0.70 1096

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 46th Street Analyst: CF File Name: 19-M&46M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.19) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 1795 5575 0.322 0.467 2602 0.690 * SB EB LT 494 1096 0.451 0.467 511 0.967 * WB Sum (v/s) critical = 0.773 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.828 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.690 0.467 14.3 0.815 2602 12 0.4 12.1 B 12.1 B SB EB LT 0.966 0.467 17.7 1.000 511 16 23.1 40.8 E 40.8 E WB Intersection Delay = 18.3 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 47th Street (N-S) Madison Avenue Analyst: CF File Name: 20-M&47M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.20) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 2 < 0 | 0 > 4 0 | 0 0 0 Volumes | | 505 165| 115 1430 | PHF or PK15| | 0.95 0.95|0.95 0.95 | Lane W (ft)| | 11.0 | 11.0 | Grade | | 0 | 0 | % Heavy Veh| | 2 2| 6 6 | Parking | |Y 5 N |Y 5 N | Bus Stops | | 0| 31| Con. Peds | 0| 1060| 0| %1060 Ped Button | |(Y/N) N |(Y/N) N | Arr Type | | 3 | 4 | RTOR Vols | | 0| 0| Lost Time | | 3.00 3.00|3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left * Thru | Thru * Right | Right Peds * | Peds * | WB Left |SB Left Thru * | Thru Right * | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 47th Street (N-S) Madison Avenue Analyst: CF File Name: 20-M&47M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.20) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Thru 505 0.95 532 TR 706 2 1.050 1.000 741 0.00 0.25 Right 165 0.95 174 NB Left 115 0.95 121 Thru 1430 0.95 1505 LT 1626 4 1.100 1.000 1789 0.07 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB TR 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 0.84 1.00 2718 NB LT 1900 4 0.97 0.94 1.00 1.00 0.97 0.90 1.00 0.95 5750

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 47th Street (N-S) Madison Avenue Analyst: CF File Name: 20-M&47M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.20) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB TR 741 2718 0.273 0.467 1268 0.584 * NB LT 1789 5750 0.311 0.467 2683 0.667 * SB Sum (v/s) critical = 0.584 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.625 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB TR 0.584 0.467 13.4 1.000 1268 16 0.5 13.9 B 13.9 B NB LT 0.667 0.467 14.1 0.815 2683 12 0.3 11.8 B 11.8 B SB Intersection Delay = 12.4 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 48th Street (N-S) Madison Avenue Analyst: CF File Name: 21-M&48M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.21) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 2 0 | 0 0 0 | 0 4 < 0 | 0 0 0 Volumes | 155 455 | | 1430 165| PHF or PK15|0.95 0.95 | | 0.95 0.95| Lane W (ft)| 11.0 | | 11.0 | Grade | 0 | | 0 | % Heavy Veh| 2 2 | | 6 6| Parking |N Y 5| |Y 5 N | Bus Stops | 0| | 31| Con. Peds | 0| 1060| 1060| 0 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 3 | | 4 | RTOR Vols | 0| | 0| Lost Time |3.00 3.00 | | 3.00 3.00| ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left * |NB Left Thru * | Thru * Right | Right * Peds * | Peds * | WB Left |SB Left Thru | Thru Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 48th Street (N-S) Madison Avenue Analyst: CF File Name: 21-M&48M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.21) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Left 155 0.95 163 Thru 455 0.95 479 LT 642 2 1.050 1.000 674 0.25 0.00 NB Thru 1430 0.95 1505 TR 1679 4 1.100 1.000 1847 0.00 0.10 Right 165 0.95 174 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB LT 1900 2 0.97 0.98 1.00 0.94 1.00 0.90 1.00 0.83 2533 NB TR 1900 4 0.97 0.94 1.00 1.00 0.97 0.90 0.93 1.00 5634

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 48th Street (N-S) Madison Avenue Analyst: CF File Name: 21-M&48M.HC9 Area Type: CBD 8-30-99 MID Comment: 2010 No Build Conditions (No.21) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB LT 674 2533 0.266 0.467 1182 0.570 * WB NB TR 1847 5634 0.328 0.467 2629 0.703 * SB Sum (v/s) critical = 0.594 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.636 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB LT 0.570 0.467 13.3 1.000 1182 16 0.5 13.8 B 13.8 B WB NB TR 0.702 0.467 14.5 0.815 2629 12 0.5 12.2 B 12.2 B SB Intersection Delay = 12.6 sec/veh Intersection LOS = B

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HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 07-21-2005 Eng-Wong, Taub & Associates ======================================================================= Streets: (E-W) 48th Street (N-S) Lexington Avenue Analyst: CF File Name: 35-LE48M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.35) ======================================================================= | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 2 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 260 230| | | 175 1335 Lane W (ft)| 11.0 | | | 10.0 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * NB Right |EB Right SB Right |WB Right Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ---- ------- ----- ----- ----- --- ----- --- EB TR 1048 2246 0.517 0.467 13.2 B 13.2 B SB LT 1909 4091 0.916 0.467 18.1 C 18.1 C Intersection Delay = 16.9 sec/veh Intersection LOS = C Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.716

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 47th Street (N-S) Lexington Avenue Analyst: CF File Name: 36-LE47M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.36) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 > 1 0 | 0 0 0 | 0 3 < 0 Volumes | | 125 495 | | 1390 170 PHF or PK15| |0.95 0.95 | | 0.95 0.95 Lane W (ft)| | 15.0 | | 10.0 Grade | | 0 | | 0 % Heavy Veh| | 2 2 | | 6 6 Parking | |Y 5 N | |Y 5 N Bus Stops | | 0| | 15 Con. Peds | 1060| 0| 0| %1700 Ped Button | |(Y/N) N | |(Y/N) N Arr Type | | 3 | | 4 RTOR Vols | | 0| | 0 Lost Time | |3.00 3.00 | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * | WB Left * |SB Left Thru * | Thru * Right | Right * Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 47th Street (N-S) Lexington Avenue Analyst: CF File Name: 36-LE47M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.36) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Left 125 0.95 132 Thru 495 0.95 521 LT 653 1 1.000 1.000 653 0.20 0.00 SB Thru 1390 0.95 1463 TR 1642 3 1.100 1.000 1806 0.00 0.11 Right 170 0.95 179 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB LT 1900 1 1.10 0.98 1.00 1.00 1.00 0.90 1.00 0.77 1421 SB TR 1900 3 0.93 0.94 1.00 1.00 0.98 0.90 0.90 1.00 3964

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 47th Street (N-S) Lexington Avenue Analyst: CF File Name: 36-LE47M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.36) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB LT 653 1421 0.460 0.467 663 0.985 * NB SB TR 1806 3964 0.456 0.467 1850 0.976 * Sum (v/s) critical = 0.915 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.981 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB LT 0.985 0.467 18.0 1.000 663 16 23.4 41.4 E 41.4 E NB SB TR 0.976 0.467 17.9 0.815 1850 12 9.8 24.3 C 24.3 C Intersection Delay = 28.9 sec/veh Intersection LOS = D

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 46th Street (N-S) Lexington Avenue Analyst: CF File Name: 37-LE46M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.37) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 1 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 445 160| | | 95 1425 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 15.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 2 2| | | 6 6 Parking |Y 5 N | | |Y 5 N Bus Stops | 0| | | 15 Con. Peds | 1060| 0| 1060| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 46th Street (N-S) Lexington Avenue Analyst: CF File Name: 37-LE46M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.37) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 445 0.95 468 TR 636 1 1.000 1.000 636 0.00 0.26 Right 160 0.95 168 SB Left 95 0.95 100 Thru 1425 0.95 1500 LT 1600 3 1.100 1.000 1760 0.06 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 1 1.10 0.98 1.00 1.00 1.00 0.90 0.73 1.00 1348 SB LT 1900 3 0.93 0.94 1.00 1.00 0.98 0.90 1.00 0.96 4245

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 46th Street (N-S) Lexington Avenue Analyst: CF File Name: 37-LE46M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.37) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 636 1348 0.472 0.467 629 1.011 * WB NB SB LT 1760 4245 0.415 0.467 1981 0.888 * Sum (v/s) critical = 0.886 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.950 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 1.011 0.467 18.2 1.000 629 16 30.4 48.6 E 48.6 E WB NB SB LT 0.888 0.467 16.6 0.815 1981 12 3.0 16.5 C 16.5 C Intersection Delay = 25.0 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 45th Street (N-S) Lexington Avenue Analyst: CF File Name: 38-LX45M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.38) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 > 1 0 | 0 0 0 | 0 3 < 0 Volumes | | 145 285 | | 1425 120 PHF or PK15| |0.95 0.95 | | 0.95 0.95 Lane W (ft)| | 15.0 | | 10.0 Grade | | 0 | | 0 % Heavy Veh| | 2 2 | | 12 12 Parking | |N Y 5| |Y 5 N Bus Stops | | 0| | 15 Con. Peds | 1380| 0| 0| %1700 Ped Button | |(Y/N) N | |(Y/N) N Arr Type | | 3 | | 4 RTOR Vols | | 0| | 0 Lost Time | |3.00 3.00 | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * | WB Left * |SB Left Thru * | Thru * Right | Right * Peds | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 35.0P 5.0P Yellow/AR 5.0 |Yellow/AR 5.0 0.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 45th Street (N-S) Lexington Avenue Analyst: CF File Name: 38-LX45M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.38) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Left 145 0.95 153 Thru 285 0.95 300 LT 453 1 1.000 1.000 453 0.34 0.00 SB Thru 1425 0.95 1500 TR 1626 3 1.100 1.000 1789 0.00 0.08 Right 120 0.95 126 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB LT 1900 1 1.10 0.98 1.00 0.88 1.00 0.90 1.00 0.63 1021 SB TR 1900 3 0.93 0.89 1.00 1.00 0.98 0.90 0.93 1.00 3878

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 45th Street (N-S) Lexington Avenue Analyst: CF File Name: 38-LX45M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.38) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB LT 453 1021 0.444 0.467 476 0.952 * NB SB TR 1789 3878 0.461 0.411 1594 1.122 * Sum (v/s) critical = 0.905 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.970 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB LT 0.951 0.467 17.5 1.000 476 16 21.3 38.8 D 38.8 D NB SB TR 1.122 0.411 * 0.882 1594 12 * * * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 44th Street (N-S) Lexington Avenue Analyst: CF File Name: 39-LX44M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.39) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | | | | 155 1370 PHF or PK15| | | |0.95 0.95 Lane W (ft)| | | | 10.0 Grade | | | | 0 % Heavy Veh| | | | 12 12 Parking | | | |Y 5 N Bus Stops | | | | 15 Con. Peds | 0| 0| 1380| 0 Ped Button | | | |(Y/N) N Arr Type | | | | 3 RTOR Vols | | | | 0 Lost Time | | | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 35.0P 5.0P Yellow/AR 5.0 |Yellow/AR 5.0 0.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 44th Street (N-S) Lexington Avenue Analyst: CF File Name: 39-LX44M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.39) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- SB Left 155 0.95 163 Thru 1370 0.95 1442 LT 1605 3 1.100 1.000 1766 0.10 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- SB LT 1900 3 0.93 0.89 1.00 1.00 0.98 0.90 1.00 0.92 3846

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 44th Street (N-S) Lexington Avenue Analyst: CF File Name: 39-LX44M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.39) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB NB SB LT 1766 3846 0.459 0.411 1581 1.117 * Sum (v/s) critical = 0.459 Lost Time/Cycle, L = 3.0 sec Critical v/c(x) = 0.475 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB NB SB LT 1.117 0.411 * 1.000 1581 16 * * * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 43rd Street (N-S) Lexington Avenue Analyst: CF File Name: 40-LX43M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.40) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 2 0 0 | 0 0 0 | 0 3 0 Volumes | | 195 | | 1370 PHF or PK15| |0.95 | | 0.95 Lane W (ft)| |11.0 | | 10.0 Grade | | 0 | | 0 % Heavy Veh| | 2 | | 12 Parking | |Y 5 N | |Y 5 N Bus Stops | | 0| | 15 Con. Peds | 1380| 0| 0| 0 Ped Button | |(Y/N) N | |(Y/N) N Arr Type | | 3 | | 4 RTOR Vols | | 0| | 0 Lost Time | |3.00 | | 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * * | WB Left * |SB Left Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 44.0P 5.0P Yellow/AR 5.0 |Yellow/AR 5.0 0.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 43rd Street (N-S) Lexington Avenue Analyst: CF File Name: 40-LX43M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.40) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Left 195 0.95 205 L 205 2 1.030 1.000 211 1.00 0.00 SB Thru 1370 0.95 1442 T 1442 3 1.100 1.000 1586 0.00 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB L 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 1.00 0.19 625 SB T 1900 3 0.93 0.89 1.00 1.00 0.98 0.90 1.00 1.00 4190

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 43rd Street (N-S) Lexington Avenue Analyst: CF File Name: 40-LX43M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.40) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB L 211 625 0.338 0.367 229 0.921 * NB SB T 1586 4190 0.379 0.511 2142 0.740 * Sum (v/s) critical = 0.716 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.767 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB L 0.921 0.367 20.7 1.000 229 16 27.3 48.0 E 48.0 E NB SB T 0.741 0.511 13.2 0.749 2142 12 0.7 10.6 B 10.6 B Intersection Delay = 15.0 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: CF File Name: 41-LX42M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.41) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 2 < 0 | 0 > 2 0 | 0 0 0 | 0 > 3 < 0 Volumes | 640 155| 10 785 | | 120 1265 180 PHF or PK15| 0.95 0.95|0.95 0.95 | |0.95 0.95 0.95 Lane W (ft)| 10.0 | 10.0 | | 10.0 Grade | 0 | 0 | | 0 % Heavy Veh| 10 10| 10 10 | | 12 12 12 Parking |N N |N N | |Y 5 N Bus Stops | 24| 24| | 15 Con. Peds | 1700| 0| 1700| %1700 Ped Button |(Y/N) N |(Y/N) N | |(Y/N) N Arr Type | 3 | 3 | | 3 RTOR Vols | 0| 0| | 0 Lost Time | 3.00 3.00|3.00 3.00 | |3.00 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left * |SB Left * Thru * | Thru * Right | Right * Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 35.0P |Green 45.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: CF File Name: 41-LX42M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.41) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 640 0.95 674 TR 837 2 1.050 1.000 879 0.00 0.19 Right 155 0.95 163 WB Left 10 0.95 11 Thru 785 0.95 826 LT 837 2 1.050 1.000 879 0.01 0.00 SB Left 120 0.95 126 Thru 1265 0.95 1332 LTR 1647 3 1.100 1.000 1812 0.08 0.11 Right 180 0.95 189 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 2 0.93 0.91 1.00 1.00 0.95 0.90 0.81 1.00 2246 WB LT 1900 2 0.93 0.91 1.00 1.00 0.95 0.90 1.00 0.88 2424 SB LTR 1900 3 0.93 0.89 1.00 1.00 0.98 0.90 0.89 0.93 3455

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: CF File Name: 41-LX42M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.41) ======================================================================= Supplemental Permitted LT Worksheet APPROACH WB Cycle Length, C 90 Actual Green Time for Lane Group, G 35 Effective Green Time for Lane Group, g 37 Opposing Effective Green Time, go 37 Number of Opposing Lanes, No 2 Number of Lanes in Lane Group, N 2 Adjusted Left-Turn Flow Rate, Vlt 12 Proportion of Left Turns in Lane Group, Plt 0.01 Left Turns per Cycle: LTC=Vlt*C/3600 0.30 Adjusted Opposing Flow Rate, Vo 879 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600No 10.99 Opposing Platoon Ratio, Rpo 1 Lost time per phase, tl 3 gf=Gexp(-0.882*LTC^0.717)-tl 21.13 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.59 gq = Volc * qro / (.5 - Volc * (1 - qro) / go)-tl 14.12 gu=g-gq (or g-gf) 15.87 fs=(875-0.625Vo)/1000 0.33 Pl=Plt[1+{(N-1)g/(fs*gu+4.5)}] 0.06 El1 9.95 fmin 0.06 fm,(min=fmin;max=1.00) 0.84 flt=[fm+0.91(N-1)]/N 0.88

HCS: Signalized Intersection Version 2.4g 11-21-2005 4 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: CF File Name: 41-LX42M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.41) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 879 2246 0.391 0.411 923 0.952 * WB LT 879 2424 0.363 0.411 997 0.882 NB SB LTR 1812 3455 0.524 0.522 1804 1.004 * Sum (v/s) critical = 0.916 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.981 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.952 0.411 19.5 1.000 923 16 14.0 33.5 D 33.5 D WB LT 0.882 0.411 18.6 1.000 997 16 6.7 25.3 D 25.3 D NB SB LTR 1.004 0.522 16.3 1.000 1804 16 17.2 33.6 D 33.6 D Intersection Delay = 31.5 sec/veh Intersection LOS = D

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 41st Street (N-S) Lexington avenue Analyst: CF File Name: 42-LE41M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.42) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 1 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 160 75| | | 55 1375 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 22 22| | | 12 12 Parking |Y 5 Y 5| | |Y 5 N Bus Stops | 0| | | 15 Con. Peds | 1060| 0| 1060| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 35.0P |Green 45.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 41st Street (N-S) Lexington avenue Analyst: CF File Name: 42-LE41M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.42) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 160 0.95 168 TR 247 1 1.000 1.000 247 0.00 0.32 Right 75 0.95 79 SB Left 55 0.95 58 Thru 1375 0.95 1447 LT 1505 3 1.100 1.000 1656 0.04 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 1 0.97 0.82 1.00 0.85 1.00 0.90 0.70 1.00 801 SB LT 1900 3 0.93 0.89 1.00 1.00 0.98 0.90 1.00 0.97 4084

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 41st Street (N-S) Lexington avenue Analyst: CF File Name: 42-LE41M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.42) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 247 801 0.308 0.411 329 0.751 * WB NB SB LT 1656 4084 0.405 0.522 2133 0.776 * Sum (v/s) critical = 0.714 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.765 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.750 0.411 17.1 1.000 329 16 6.3 23.4 C 23.4 C WB NB SB LT 0.776 0.522 13.1 0.731 2133 12 1.0 10.6 B 10.6 B Intersection Delay = 12.3 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 40th Street (N-S) Lexington Avenue Analyst: CF File Name: 43-LX40M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.43) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 2 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 260 170| | | 80 1370 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 7 7| | | 12 12 Parking |N Y 5| | |Y 5 N Bus Stops | 0| | | 15 Con. Peds | 1060| 0| 1060| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 40th Street (N-S) Lexington Avenue Analyst: CF File Name: 43-LX40M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.43) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 260 0.95 274 TR 453 2 1.050 1.000 476 0.00 0.40 Right 170 0.95 179 SB Left 80 0.95 84 Thru 1370 0.95 1442 LT 1526 3 1.100 1.000 1679 0.06 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 2 0.97 0.93 1.00 0.94 1.00 0.90 0.74 1.00 2147 SB LT 1900 3 0.93 0.89 1.00 1.00 0.98 0.90 1.00 0.96 4039

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 40th Street (N-S) Lexington Avenue Analyst: CF File Name: 43-LX40M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.43) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 476 2147 0.222 0.367 787 0.605 * WB NB SB LT 1679 4039 0.416 0.567 2289 0.734 * Sum (v/s) critical = 0.637 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.683 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.605 0.367 17.6 1.000 787 16 1.0 18.6 C 18.6 C WB NB SB LT 0.734 0.567 11.0 0.649 2289 12 0.7 7.8 B 7.8 B Intersection Delay = 10.2 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 40th Street Analyst: CF File Name: 44-3&40M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.44) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 2 0 | 0 0 0 Volumes | 2325 95| | 170 170 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 10.0 | | 10.0 | Grade | 0 | | 0 | % Heavy Veh| 13 13| | 11 11 | Parking |Y 5 N | |N Y 5| Bus Stops | 10| | 0| Con. Peds | 1060| 0| 0| %1060 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 40th Street Analyst: CF File Name: 44-3&40M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.44) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2325 0.95 2447 TR 2547 5 1.100 1.000 2802 0.00 0.04 Right 95 0.95 100 EB Left 170 0.95 179 Thru 170 0.95 179 LT 358 2 1.050 1.000 376 0.50 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.88 1.00 1.00 0.99 0.90 0.97 1.00 6825 EB LT 1900 2 0.93 0.90 1.00 0.94 1.00 0.90 1.00 0.67 1813

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 40th Street Analyst: CF File Name: 44-3&40M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.44) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 2802 6825 0.411 0.567 3868 0.724 * SB EB LT 376 1813 0.207 0.367 665 0.565 * WB Sum (v/s) critical = 0.618 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.662 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.724 0.567 10.9 0.649 3868 12 0.4 7.4 B 7.4 B SB EB LT 0.566 0.367 17.3 1.000 665 16 0.9 18.2 C 18.2 C WB Intersection Delay = 8.7 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 41st Street Analyst: CF File Name: 45-3&41M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.45) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 1 0 | 0 0 1 Volumes | 2440 55| | 160 55 | 115 PHF or PK15| 0.95 0.95| |0.95 0.95 | 0.95 Lane W (ft)| 10.0 | | 11.0 | 11.0 Grade | 0 | | 0 | 0 % Heavy Veh| 13 13| | 23 23 | 4 Parking |Y 5 N | |Y 5 Y 5|N Y 5 Bus Stops | 10| | 0| 0 Con. Peds | 1060| 0| 0| %1060 Ped Button |(Y/N) N | |(Y/N) N |(Y/N) N Arr Type | 4 | | 3 | 3 RTOR Vols | 0| | 0| 0 Lost Time | 3.00 3.00| |3.00 3.00 | 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 41st Street Analyst: CF File Name: 45-3&41M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.45) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2440 0.95 2568 TR 2626 5 1.100 1.000 2889 0.00 0.02 Right 55 0.95 58 EB Left 160 0.95 168 Thru 55 0.95 58 LT 226 1 1.000 1.000 226 0.74 0.00 WB Right 115 0.95 121 R 121 1 1.000 1.000 121 0.00 1.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.88 1.00 1.00 0.99 0.90 0.99 1.00 6904 EB LT 1900 1 0.97 0.81 1.00 0.85 1.00 0.90 1.00 0.96 1101 WB R 1900 1 0.97 0.96 1.00 0.88 1.00 0.90 0.35 1.00 480

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 41st Street Analyst: CF File Name: 45-3&41M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.45) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 2889 6904 0.418 0.567 3912 0.738 * SB EB LT 226 1101 0.205 0.367 404 0.559 WB R 121 480 0.252 0.367 176 0.688 * Sum (v/s) critical = 0.671 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.718 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.738 0.567 11.0 0.649 3912 12 0.4 7.6 B 7.6 B SB EB LT 0.560 0.367 17.3 1.000 404 16 1.3 18.6 C 18.6 C WB R 0.688 0.367 18.3 1.000 176 16 7.2 25.5 D 25.5 D Intersection Delay = 9.0 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 42nd Street Analyst: CF File Name: 46-3&42M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.46) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 5 1 | 0 0 0 | 0 > 2 0 | 0 2 1 Volumes | 295 2180 240| | 320 445 | 495 145 PHF or PK15|0.95 0.95 0.95| |0.95 0.95 | 0.95 0.95 Lane W (ft)| 10.0 10.0| | 10.0 | 10.0 10.0 Grade | 0 | | 0 | 0 % Heavy Veh| 11 11 11| | 12 12 | 7 7 Parking |Y 5 N | |N N |N N Bus Stops | 10| | 24| 24 Con. Peds | 1060| 1060| 0| %1060 Ped Button |(Y/N) N | |(Y/N) N |(Y/N) N Arr Type | 3 3| | 3 | 3 3 RTOR Vols | 0| | 0| 0 Lost Time |3.00 3.00 3.00| |3.00 3.00 | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left * * Thru * | Thru * * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 26.0P 9.0P Yellow/AR 5.0 |Yellow/AR 5.0 5.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 42nd Street Analyst: CF File Name: 46-3&42M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.46) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 295 0.95 311 Thru 2180 0.95 2295 LT 2606 5 1.100 1.000 2867 0.12 0.00 Right 240 0.95 253 R 253 1 1.000 1.000 253 0.00 1.00 EB Left 320 0.95 337 Thru 445 0.95 468 LT 805 2 1.050 1.000 845 0.42 0.00 WB Thru 495 0.95 521 T 521 2 1.050 1.000 547 0.00 0.00 Right 145 0.95 153 R 153 1 1.000 1.000 153 0.00 1.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 5 0.93 0.90 1.00 0.98 1.00 0.90 1.00 0.92 6462 R 1900 1 0.93 0.90 1.00 1.00 0.96 0.90 0.35 1.00 477 EB LT 1900 2 0.93 0.89 1.00 1.00 0.95 0.90 1.00 0.77 2080 WB T 1900 2 0.93 0.93 1.00 1.00 1.00 0.90 1.00 1.00 2983 R 1900 1 0.93 0.93 1.00 1.00 0.90 0.90 0.35 1.00 466

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 42nd Street Analyst: CF File Name: 46-3&42M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.46) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 2867 6462 0.444 0.467 3016 0.951 R 253 477 0.530 0.467 223 1.135 * SB EB LT 845 2080 0.406 0.467 971 0.870 * WB T 547 2983 0.183 0.311 928 0.589 R 153 466 0.328 0.311 145 1.055 Sum (v/s) critical = 0.937 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 1.004 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.951 0.467 17.5 1.000 3016 16 5.8 23.3 C * * R 1.137 0.467 * 1.000 223 16 * * * SB EB LT 0.871 0.467 16.4 1.000 971 16 6.2 22.5 C 22.5 C WB T 0.589 0.311 19.9 1.000 928 16 0.7 20.6 C * * R 1.055 0.311 * 1.000 145 16 * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 43rd Street Analyst: CF File Name: 47-3&43M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.47) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 5 0 | 0 0 0 | 0 0 0 | 0 1 < 0 Volumes | 105 2540 | | | 90 200 PHF or PK15|0.95 0.95 | | | 0.95 0.95 Lane W (ft)| 10.0 | | | 15.0 Grade | 0 | | | 0 % Heavy Veh| 11 11 | | | 2 2 Parking |Y 5 N | | |Y 5 N Bus Stops | 10| | | 0 Con. Peds | 0| 1060| 0| %1060 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 4 | | | 3 RTOR Vols | 0| | | 0 Lost Time |3.00 3.00 | | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left Thru * | Thru Right | Right Peds * | Peds * | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 43rd Street Analyst: CF File Name: 47-3&43M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.47) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 105 0.95 111 Thru 2540 0.95 2674 LT 2785 5 1.100 1.000 3064 0.04 0.00 WB Thru 90 0.95 95 TR 306 1 1.000 1.000 306 0.00 0.69 Right 200 0.95 211 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 5 0.93 0.90 1.00 1.00 0.99 0.90 1.00 0.97 6946 WB TR 1900 1 1.10 0.98 1.00 1.00 1.00 0.90 0.46 1.00 846

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 43rd Street Analyst: CF File Name: 47-3&43M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.47) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 3064 6946 0.441 0.567 3936 0.778 * SB EB WB TR 306 846 0.362 0.367 310 0.987 * Sum (v/s) critical = 0.803 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.860 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.778 0.567 11.5 0.649 3936 12 0.6 8.0 B 8.0 B SB EB WB TR 0.986 0.367 21.5 1.000 310 16 35.8 57.3 E 57.3 E Intersection Delay = 12.5 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 44th Street Analyst: CF File Name: 48-3&44M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.48) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 1 0 | 0 0 0 Volumes | 2525 210| | 110 85 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 10.0 | | 11.0 | Grade | 0 | | 0 | % Heavy Veh| 11 11| | 2 2 | Parking |Y 5 N | |Y 5 Y 5| Bus Stops | 10| | 0| Con. Peds | 1060| 0| 0| %1060 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 44th Street Analyst: CF File Name: 48-3&44M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.48) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2525 0.95 2658 TR 2879 5 1.100 1.000 3167 0.00 0.08 Right 210 0.95 221 EB Left 110 0.95 116 Thru 85 0.95 89 LT 205 1 1.000 1.000 205 0.57 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.90 1.00 1.00 0.99 0.90 0.95 1.00 6773 EB LT 1900 1 0.97 0.98 1.00 0.85 1.00 0.90 1.00 0.54 741

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 44th Street Analyst: CF File Name: 48-3&44M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.48) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 3167 6773 0.468 0.567 3838 0.825 * SB EB LT 205 741 0.277 0.367 272 0.754 * WB Sum (v/s) critical = 0.744 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.797 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.825 0.567 12.1 0.649 3838 12 0.9 8.7 B 8.7 B SB EB LT 0.755 0.367 19.0 1.000 272 16 7.7 26.7 D 26.7 D WB Intersection Delay = 9.8 sec/veh Intersection LOS = B

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HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 07-21-2005 Eng-Wong, Taub & Associates ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 45th Street Analyst: CF File Name: 49-3&45M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.49) ======================================================================= | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 5 0 | 0 0 0 | 0 0 0 | 0 1 < 0 Volumes | 200 2435 | | | 210 140 Lane W (ft)| 10.0 | | | 15.0 RTOR Vols | 0| | | 0 Lost Time |3.00 3.00 | | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left Thru * | Thru Right | Right Peds * | Peds * SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * EB Right |NB Right WB Right |SB Right Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ---- ------- ----- ----- ----- --- ----- --- NB LT 3840 6776 0.795 0.567 8.2 B 8.2 B WB TR 370 1010 0.994 0.367 55.9 E 55.9 E Intersection Delay = 13.4 sec/veh Intersection LOS = B Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.873

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HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 07-21-2005 Eng-Wong, Taub & Associates ======================================================================= Streets: (E-W) 46th Street (N-S) 3rd Avenue Analyst: CF File Name: 50-3A46M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.50) ======================================================================= | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 2 0 | 0 0 0 | 0 5 < 0 | 0 0 0 Volumes | 155 390 | | 2355 240| Lane W (ft)| 11.0 | | 12.0 | RTOR Vols | 0| | 0| Lost Time |3.00 3.00 | | 3.00 3.00| ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 | 5 6 7 8 EB Left * |NB Left Thru * | Thru * Right | Right * Peds * | Peds * WB Left |SB Left Thru | Thru Right | Right Peds * | Peds * NB Right |EB Right SB Right |WB Right Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ---- ------- ----- ----- ----- --- ----- --- EB LT 1232 2639 0.490 0.467 12.9 B 12.9 B NB TR 3350 7178 0.897 0.467 15.7 C 15.7 C Intersection Delay = 15.2 sec/veh Intersection LOS = C Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.693

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HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 07-21-2005 Eng-Wong, Taub & Associates ======================================================================= Streets: (E-W) 47th Street (N-S) 3rd Avenue Analyst: CF File Name: 51-3A47M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.51) ======================================================================= | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 1 < 0 | 0 > 5 0 | 0 0 0 Volumes | | 310 185| 315 2200 | Lane W (ft)| | 15.0 | 12.0 | RTOR Vols | | 0| 0| Lost Time | | 3.00 3.00|3.00 3.00 | ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left * Thru | Thru * Right | Right Peds * | Peds * WB Left |SB Left Thru * | Thru Right * | Right Peds * | Peds * NB Right |EB Right SB Right |WB Right Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ---- ------- ----- ----- ----- --- ----- --- WB TR 483 1035 1.079 0.467 * * * * NB LT 3273 7014 0.890 0.467 15.5 C 15.5 C Intersection Delay = * (sec/veh) Intersection LOS = * (g/C)*(V/c) is greater than one. Calculation of D1 is infeasible.

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HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 07-21-2005 Eng-Wong, Taub & Associates ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 48th Street Analyst: CF File Name: 52-3&48M.HC9 Area Type: CBD 8-31-99 MID Comment: 2010 No Build Conditions (No.52) ======================================================================= | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 1 0 | 0 0 0 Volumes | 2240 145| | 205 230 | Lane W (ft)| 10.0 | | 15.0 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * EB Right |NB Right WB Right |SB Right Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ---- ------- ----- ----- ----- --- ----- --- NB TR 3195 6847 0.864 0.467 14.8 B 14.8 B EB LT 438 938 1.046 0.467 65.1 F 65.1 F Intersection Delay = 21.9 sec/veh Intersection LOS = C Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.955

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Build AM Peak Hour

HCS: Signalized Intersection Version 2.4g 07-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 48th Street (N-S) Lexington Avenue Analyst: CF File Name: 35-LE48A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.35) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 2 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 360 250| | | 145 1540 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 2 2| | | 9 9 Parking |Y 5 N | | |Y 5 N Bus Stops | 0| | | 25 Con. Peds | 1230| 0| 1145| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-21-2005 2 ======================================================================= Streets: (E-W) 48th Street (N-S) Lexington Avenue Analyst: CF File Name: 35-LE48A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.35) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 360 0.95 379 TR 642 2 1.050 1.000 674 0.00 0.41 Right 250 0.95 263 SB Left 145 0.95 153 Thru 1540 0.95 1621 LT 1774 3 1.100 1.000 1951 0.09 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 0.70 1.00 2264 SB LT 1900 3 0.93 0.92 1.00 1.00 0.97 0.90 1.00 0.94 3992

HCS: Signalized Intersection Version 2.4g 07-21-2005 3 ======================================================================= Streets: (E-W) 48th Street (N-S) Lexington Avenue Analyst: CF File Name: 35-LE48A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.35) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 674 2264 0.298 0.367 830 0.812 * WB NB SB LT 1951 3992 0.489 0.567 2262 0.863 * Sum (v/s) critical = 0.786 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.843 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.812 0.367 19.5 1.000 830 16 4.3 23.8 C 23.8 C WB NB SB LT 0.862 0.567 12.6 0.649 2262 12 2.0 10.2 B 10.2 B Intersection Delay = 13.7 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 47th Street (N-S) Lexington Avenue Analyst: CF File Name: 36-LE47A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.36) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 > 2 0 | 0 0 0 | 0 3 < 0 Volumes | | 125 565 | | 1585 205 PHF or PK15| |0.95 0.95 | | 0.95 0.95 Lane W (ft)| | 11.0 | | 10.0 Grade | | 0 | | 0 % Heavy Veh| | 2 2 | | 9 9 Parking | |N Y 5| |Y 5 Y 5 Bus Stops | | 0| | 25 Con. Peds | 1450| 0| 0| %1700 Ped Button | |(Y/N) N | |(Y/N) N Arr Type | | 3 | | 4 RTOR Vols | | 0| | 0 Lost Time | |3.00 3.00 | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * | WB Left * |SB Left Thru * | Thru * Right | Right * Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 47th Street (N-S) Lexington Avenue Analyst: CF File Name: 36-LE47A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.36) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Left 125 0.95 132 Thru 565 0.95 595 LT 727 2 1.050 1.000 763 0.18 0.00 SB Thru 1585 0.95 1668 TR 1884 3 1.100 1.000 2072 0.00 0.11 Right 205 0.95 216 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB LT 1900 2 0.97 0.98 1.00 0.94 1.00 0.90 1.00 0.85 2575 SB TR 1900 3 0.93 0.92 1.00 0.95 0.97 0.90 0.89 1.00 3590

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 47th Street (N-S) Lexington Avenue Analyst: CF File Name: 36-LE47A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.36) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB LT 763 2575 0.296 0.367 944 0.808 * NB SB TR 2072 3590 0.577 0.567 2034 1.019 * Sum (v/s) critical = 0.873 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.936 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB LT 0.808 0.367 19.5 1.000 944 16 3.7 23.2 C 23.2 C NB SB TR 1.019 0.567 14.8 0.649 2034 12 17.6 27.2 D 27.2 D Intersection Delay = 26.2 sec/veh Intersection LOS = D

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 46th Street (N-S) Lexington Avenue Analyst: CF File Name: 37-LE46A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.37) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 1 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 315 90| | | 115 1595 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 15.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 2 2| | | 9 9 Parking |Y 5 N | | |Y 5 N Bus Stops | 0| | | 25 Con. Peds | 1210| 0| 1135| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 46th Street (N-S) Lexington Avenue Analyst: CF File Name: 37-LE46A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.37) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 315 0.95 332 TR 427 1 1.000 1.000 427 0.00 0.22 Right 90 0.95 95 SB Left 115 0.95 121 Thru 1595 0.95 1679 LT 1800 3 1.100 1.000 1980 0.07 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 1 1.10 0.98 1.00 1.00 1.00 0.90 0.74 1.00 1368 SB LT 1900 3 0.93 0.92 1.00 1.00 0.97 0.90 1.00 0.95 4049

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 46th Street (N-S) Lexington Avenue Analyst: CF File Name: 37-LE46A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.37) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 427 1368 0.312 0.367 502 0.851 * WB NB SB LT 1980 4049 0.489 0.567 2294 0.863 * Sum (v/s) critical = 0.801 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.858 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.851 0.367 19.9 1.000 502 16 9.2 29.1 D 29.1 D WB NB SB LT 0.863 0.567 12.6 0.649 2294 12 2.0 10.2 B 10.2 B Intersection Delay = 13.5 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 45th Street (N-S) Lexington Avenue Analyst: CF File Name: 38-LX45A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.38) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 > 2 0 | 0 0 0 | 0 3 < 0 Volumes | | 225 300 | | 1510 195 PHF or PK15| |0.95 0.95 | | 0.95 0.95 Lane W (ft)| | 11.0 | | 10.0 Grade | | 0 | | 0 % Heavy Veh| | 2 2 | | 9 9 Parking | |N Y 5| |Y 5 N Bus Stops | | 0| | 25 Con. Peds | 1660| 0| 0| %1700 Ped Button | |(Y/N) N | |(Y/N) N Arr Type | | 3 | | 4 RTOR Vols | | 0| | 0 Lost Time | |3.00 3.00 | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * | WB Left * |SB Left Thru * | Thru * Right | Right * Peds | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 41.0P 8.0P Yellow/AR 5.0 |Yellow/AR 5.0 0.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 45th Street (N-S) Lexington Avenue Analyst: CF File Name: 38-LX45A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.38) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Left 225 0.95 237 Thru 300 0.95 316 LT 553 2 1.050 1.000 581 0.43 0.00 SB Thru 1510 0.95 1589 TR 1794 3 1.100 1.000 1973 0.00 0.11 Right 195 0.95 205 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB LT 1900 2 0.97 0.98 1.00 0.94 1.00 0.90 1.00 0.60 1814 SB TR 1900 3 0.93 0.92 1.00 1.00 0.97 0.90 0.89 1.00 3781

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 45th Street (N-S) Lexington Avenue Analyst: CF File Name: 38-LX45A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.38) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB LT 581 1814 0.320 0.367 665 0.874 * NB SB TR 1973 3781 0.522 0.478 1806 1.092 * Sum (v/s) critical = 0.842 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.902 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB LT 0.874 0.367 20.2 1.000 665 16 8.7 28.9 D 28.9 D NB SB TR 1.092 0.478 * 0.799 1806 12 * * * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 44th Street (N-S) Lexington Avenue Analyst: CF File Name: 39-LX44A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.39) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 0 0 | 0 0 0 | 0 > 4 0 Volumes | | | | 160 1575 PHF or PK15| | | |0.95 0.95 Lane W (ft)| | | | 10.0 Grade | | | | 0 % Heavy Veh| | | | 14 14 Parking | | | |Y 5 N Bus Stops | | | | 25 Con. Peds | 0| 0| 1410| 0 Ped Button | | | |(Y/N) N Arr Type | | | | 4 RTOR Vols | | | | 0 Lost Time | | | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 39.0P 10.0P Yellow/AR 5.0 |Yellow/AR 5.0 0.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 44th Street (N-S) Lexington Avenue Analyst: CF File Name: 39-LX44A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.39) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- SB Left 160 0.95 168 Thru 1575 0.95 1658 LT 1826 4 1.100 1.000 2009 0.09 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- SB LT 1900 4 0.93 0.88 1.00 1.00 0.98 0.90 1.00 0.92 5047

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 44th Street (N-S) Lexington Avenue Analyst: CF File Name: 39-LX44A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.39) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB NB SB LT 2009 5047 0.398 0.456 2299 0.874 * Sum (v/s) critical = 0.398 Lost Time/Cycle, L = 3.0 sec Critical v/c(x) = 0.412 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB NB SB LT 0.874 0.456 16.8 0.829 2299 12 2.2 16.2 C 16.2 C Intersection Delay = 16.2 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 43rd Street (N-S) Lexington Avenue Analyst: CF File Name: 40-LX43A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.40) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 2 0 0 | 0 0 0 | 0 3 0 Volumes | | 195 | | 1575 PHF or PK15| |0.95 | | 0.95 Lane W (ft)| |11.0 | | 10.0 Grade | | 0 | | 0 % Heavy Veh| | 2 | | 14 Parking | |Y 5 N | |Y 5 N Bus Stops | | 0| | 25 Con. Peds | 1700| 0| 0| 0 Ped Button | |(Y/N) N | |(Y/N) N Arr Type | | 3 | | 4 RTOR Vols | | 0| | 0 Lost Time | |3.00 | | 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * * | WB Left * |SB Left Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 39.0P 10.0P Yellow/AR 5.0 |Yellow/AR 5.0 0.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 43rd Street (N-S) Lexington Avenue Analyst: CF File Name: 40-LX43A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.40) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Left 195 0.95 205 L 205 2 1.030 1.000 211 1.00 0.00 SB Thru 1575 0.95 1658 T 1658 3 1.100 1.000 1824 0.00 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB L 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 1.00 0.05 162 SB T 1900 3 0.93 0.88 1.00 1.00 0.97 0.90 1.00 1.00 4060

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 43rd Street (N-S) Lexington Avenue Analyst: CF File Name: 40-LX43A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.40) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB L 211 162 1.302 0.367 59 3.576 * NB SB T 1824 4060 0.449 0.456 1850 0.986 * Sum (v/s) critical = 1.752 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 1.877 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB L 3.552 0.367 * 1.000 59 16 * * * * * NB SB T 0.986 0.456 18.4 0.829 1850 12 11.3 26.6 D 26.6 D Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: CF File Name: 41-LX42A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.41) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 2 < 0 | 0 > 2 0 | 0 0 0 | 0 > 3 < 0 Volumes | 565 190| 10 875 | | 155 1545 70 PHF or PK15| 0.95 0.95|0.95 0.95 | |0.95 0.95 0.95 Lane W (ft)| 10.0 | 10.0 | | 10.5 Grade | 0 | 0 | | 0 % Heavy Veh| 14 14| 12 12 | | 14 14 14 Parking |N N |N N | |Y 5 N Bus Stops | 50| 50| | 25 Con. Peds | 1700| 0| 1700| %1700 Ped Button |(Y/N) N |(Y/N) N | |(Y/N) N Arr Type | 3 | 3 | | 3 RTOR Vols | 0| 0| | 0 Lost Time | 3.00 3.00|3.00 3.00 | |3.00 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left * |SB Left * Thru * | Thru * Right | Right * Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 35.0P |Green 45.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: CF File Name: 41-LX42A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.41) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 565 0.95 595 TR 795 2 1.050 1.000 835 0.00 0.25 Right 190 0.95 200 WB Left 10 0.95 11 Thru 875 0.95 921 LT 932 2 1.050 1.000 979 0.01 0.00 SB Left 155 0.95 163 Thru 1545 0.95 1626 LTR 1863 3 1.100 1.000 2049 0.09 0.04 Right 70 0.95 74 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 2 0.93 0.88 1.00 1.00 0.90 0.90 0.76 1.00 1912 WB LT 1900 2 0.93 0.89 1.00 1.00 0.90 0.90 1.00 0.90 2301 SB LTR 1900 3 0.95 0.88 1.00 1.00 0.97 0.90 0.96 0.92 3641

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: CF File Name: 41-LX42A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.41) ======================================================================= Supplemental Permitted LT Worksheet APPROACH WB Cycle Length, C 90 Actual Green Time for Lane Group, G 35 Effective Green Time for Lane Group, g 37 Opposing Effective Green Time, go 37 Number of Opposing Lanes, No 2 Number of Lanes in Lane Group, N 2 Adjusted Left-Turn Flow Rate, Vlt 12 Proportion of Left Turns in Lane Group, Plt 0.01 Left Turns per Cycle: LTC=Vlt*C/3600 0.30 Adjusted Opposing Flow Rate, Vo 835 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600No 10.44 Opposing Platoon Ratio, Rpo 1 Lost time per phase, tl 3 gf=Gexp(-0.882*LTC^0.717)-tl 21.13 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.59 gq = Volc * qro / (.5 - Volc * (1 - qro) / go)-tl 13.01 gu=g-gq (or g-gf) 15.87 fs=(875-0.625Vo)/1000 0.35 Pl=Plt[1+{(N-1)g/(fs*gu+4.5)}] 0.06 El1 7.75 fmin 0.06 fm,(min=fmin;max=1.00) 0.88 flt=[fm+0.91(N-1)]/N 0.90

HCS: Signalized Intersection Version 2.4g 11-21-2005 4 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: CF File Name: 41-LX42A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.41) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 835 1912 0.437 0.411 786 1.062 * WB LT 979 2301 0.425 0.411 946 1.035 NB SB LTR 2049 3641 0.563 0.522 1901 1.078 * Sum (v/s) critical = 0.999 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 1.071 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 1.062 0.411 * 1.000 786 16 * * * * * WB LT 1.035 0.411 20.1 1.000 946 16 31.8 52.0 E 52.0 E NB SB LTR 1.078 0.522 * 1.000 1901 16 * * * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 41st Street (N-S) Lexington Avenue Analyst: CF File Name: 42-LE41A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.42) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 1 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 145 100| | | 90 1655 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 16 16| | | 13 13 Parking |Y 5 Y 5| | |Y 5 N Bus Stops | 0| | | 25 Con. Peds | 1170| 0| 1150| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 35.0P |Green 45.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 41st Street (N-S) Lexington Avenue Analyst: CF File Name: 42-LE41A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.42) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 145 0.95 153 TR 258 1 1.000 1.000 258 0.00 0.41 Right 100 0.95 105 SB Left 90 0.95 95 Thru 1655 0.95 1742 LT 1837 3 1.100 1.000 2021 0.05 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 1 0.97 0.86 1.00 0.85 1.00 0.90 0.62 1.00 749 SB LT 1900 3 0.93 0.88 1.00 1.00 0.97 0.90 1.00 0.96 3948

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 41st Street (N-S) Lexington Avenue Analyst: CF File Name: 42-LE41A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.42) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 258 749 0.344 0.411 308 0.838 * WB NB SB LT 2021 3948 0.512 0.522 2062 0.980 * Sum (v/s) critical = 0.856 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.918 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.838 0.411 18.1 1.000 308 16 12.4 30.5 D 30.5 D WB NB SB LT 0.980 0.522 16.0 0.731 2062 12 9.7 21.4 C 21.4 C Intersection Delay = 22.4 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 40th Street (N-S) Lexington Avenue Analyst: CF File Name: 43-LEX~1.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.43) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 2 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 315 175| | | 85 1670 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 7 7| | | 13 13 Parking |N Y 5| | |Y 5 N Bus Stops | 0| | | 25 Con. Peds | 1060| 0| 1140| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 40th Street (N-S) Lexington Avenue Analyst: CF File Name: 43-LEX~1.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.43) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 315 0.95 332 TR 516 2 1.050 1.000 542 0.00 0.36 Right 175 0.95 184 SB Left 85 0.95 89 Thru 1670 0.95 1758 LT 1847 3 1.100 1.000 2032 0.05 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 2 0.97 0.93 1.00 0.94 1.00 0.90 0.77 1.00 2220 SB LT 1900 3 0.93 0.88 1.00 1.00 0.97 0.90 1.00 0.97 3959

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 40th Street (N-S) Lexington Avenue Analyst: CF File Name: 43-LEX~1.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.43) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 542 2220 0.244 0.367 814 0.666 * WB NB SB LT 2032 3959 0.513 0.567 2243 0.906 * Sum (v/s) critical = 0.757 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.812 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.666 0.367 18.1 1.000 814 16 1.5 19.6 C 19.6 C WB NB SB LT 0.906 0.567 13.2 0.649 2243 12 3.3 11.8 B 11.8 B Intersection Delay = 13.5 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 40th Street Analyst: CF File Name: 44-3&40A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.44) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 2 0 | 0 0 0 Volumes | 2245 105| | 200 200 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 10.0 | | 10.0 | Grade | 0 | | 0 | % Heavy Veh| 12 12| | 11 11 | Parking |Y 5 N | |N Y 5| Bus Stops | 23| | 0| Con. Peds | 1120| 0| 0| %1130 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 40th Street Analyst: CF File Name: 44-3&40A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.44) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2245 0.95 2363 TR 2474 5 1.100 1.000 2721 0.00 0.04 Right 105 0.95 111 EB Left 200 0.95 211 Thru 200 0.95 211 LT 422 2 1.050 1.000 443 0.50 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.89 1.00 1.00 0.98 0.90 0.97 1.00 6779 EB LT 1900 2 0.93 0.90 1.00 0.94 1.00 0.90 1.00 0.66 1768

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 40th Street Analyst: CF File Name: 44-3&40A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.44) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 2721 6779 0.401 0.567 3841 0.708 * SB EB LT 443 1768 0.251 0.367 648 0.684 * WB Sum (v/s) critical = 0.652 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.699 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.708 0.567 10.7 0.649 3841 12 0.3 7.3 B 7.3 B SB EB LT 0.683 0.367 18.3 1.000 648 16 2.1 20.4 C 20.4 C WB Intersection Delay = 9.1 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 41st Street Analyst: CF File Name: 45-3&41A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.45) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 2 0 | 0 0 2 Volumes | 2405 40| | 130 105 | 260 PHF or PK15| 0.95 0.95| |0.95 0.95 | 0.95 Lane W (ft)| 10.0 | | 11.0 | 8.5 Grade | 0 | | 0 | 0 % Heavy Veh| 12 12| | 13 13 | 7 Parking |Y 5 N | |N Y 5|N Y 5 Bus Stops | 23| | 0| 0 Con. Peds | 1130| 0| 0| %1170 Ped Button |(Y/N) N | |(Y/N) N |(Y/N) N Arr Type | 4 | | 3 | 3 RTOR Vols | 0| | 0| 0 Lost Time | 3.00 3.00| |3.00 3.00 | 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 41st Street Analyst: CF File Name: 45-3&41A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.45) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2405 0.95 2532 TR 2574 5 1.100 1.000 2831 0.00 0.02 Right 40 0.95 42 EB Left 130 0.95 137 Thru 105 0.95 111 LT 248 2 1.050 1.000 260 0.55 0.00 WB Right 260 0.95 274 R 274 2 1.130 1.000 310 0.00 1.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.89 1.00 1.00 0.98 0.90 0.99 1.00 6915 EB LT 1900 2 0.97 0.88 1.00 0.94 1.00 0.90 1.00 0.97 2669 WB R 1900 2 0.88 0.93 1.00 0.94 1.00 0.90 0.29 1.00 775

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 41st Street Analyst: CF File Name: 45-3&41A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.45) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 2831 6915 0.409 0.567 3918 0.723 * SB EB LT 260 2669 0.097 0.367 979 0.266 WB R 310 775 0.400 0.367 284 1.092 * Sum (v/s) critical = 0.809 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.867 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.722 0.567 10.9 0.649 3918 12 0.4 7.4 B 7.4 B SB EB LT 0.266 0.367 15.2 1.000 979 16 0.0 15.2 C 15.2 C WB R 1.091 0.367 * 1.000 284 16 * * * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 42nd Street Analyst: CF File Name: 46-3&42A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.46) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 5 1 | 0 0 0 | 0 > 2 0 | 0 2 1 Volumes | 265 2395 135| | 175 475 | 620 125 PHF or PK15|0.95 0.95 0.95| |0.95 0.95 | 0.95 0.95 Lane W (ft)| 10.0 10.0| | 10.0 | 10.0 10.0 Grade | 0 | | 0 | 0 % Heavy Veh| 12 12 12| | 13 13 | 9 9 Parking |Y 5 N | |N N |N N Bus Stops | 23| | 50| 50 Con. Peds | 1140| 1645| 0| %1455 Ped Button |(Y/N) N | |(Y/N) N |(Y/N) N Arr Type | 3 3| | 3 | 3 3 RTOR Vols | 0| | 0| 0 Lost Time |3.00 3.00 3.00| |3.00 3.00 | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left * * Thru * | Thru * * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 26.0P 9.0P Yellow/AR 5.0 |Yellow/AR 5.0 5.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 42nd Street Analyst: CF File Name: 46-3&42A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.46) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 265 0.95 279 Thru 2395 0.95 2521 LT 2800 5 1.100 1.000 3080 0.10 0.00 Right 135 0.95 142 R 142 1 1.000 1.000 142 0.00 1.00 EB Left 175 0.95 184 Thru 475 0.95 500 LT 684 2 1.050 1.000 718 0.27 0.00 WB Thru 620 0.95 653 T 653 2 1.050 1.000 686 0.00 0.00 Right 125 0.95 132 R 132 1 1.000 1.000 132 0.00 1.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 5 0.93 0.89 1.00 0.98 1.00 0.90 1.00 0.91 6301 R 1900 1 0.93 0.89 1.00 1.00 0.91 0.90 0.31 1.00 397 EB LT 1900 2 0.93 0.88 1.00 1.00 0.90 0.90 1.00 0.80 2030 WB T 1900 2 0.93 0.92 1.00 1.00 1.00 0.90 1.00 1.00 2928 R 1900 1 0.93 0.92 1.00 1.00 0.80 0.90 0.16 1.00 184

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 42nd Street Analyst: CF File Name: 46-3&42A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.46) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 3080 6301 0.489 0.467 2940 1.048 * R 142 397 0.358 0.467 185 0.768 SB EB LT 718 2030 0.354 0.467 947 0.758 * WB T 686 2928 0.234 0.311 911 0.753 R 132 184 0.717 0.311 57 2.316 Sum (v/s) critical = 0.843 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.903 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 1.047 0.467 18.2 1.000 2940 16 25.9 44.2 E 43.4 E R 0.766 0.467 15.1 1.000 185 16 11.6 26.7 D SB EB LT 0.758 0.467 15.1 1.000 947 16 2.5 17.5 C 17.5 C WB T 0.753 0.311 21.2 1.000 911 16 2.5 23.7 C * * R 2.306 0.311 * 1.000 57 16 * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 43rd Street Analyst: CF File Name: 47-3&43A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.47) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 5 0 | 0 0 0 | 0 0 0 | 0 1 < 0 Volumes | 70 2645 | | | 105 230 PHF or PK15|0.95 0.95 | | | 0.95 0.95 Lane W (ft)| 10.0 | | | 15.0 Grade | 0 | | | 0 % Heavy Veh| 14 14 | | | 2 2 Parking |Y 5 N | | |Y 5 N Bus Stops | 23| | | 0 Con. Peds | 0| 1370| 0| %1260 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 4 | | | 3 RTOR Vols | 0| | | 0 Lost Time |3.00 3.00 | | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left Thru * | Thru Right | Right Peds * | Peds * | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 43rd Street Analyst: CF File Name: 47-3&43A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.47) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 70 0.95 74 Thru 2645 0.95 2784 LT 2858 5 1.100 1.000 3144 0.03 0.00 WB Thru 105 0.95 111 TR 353 1 1.000 1.000 353 0.00 0.69 Right 230 0.95 242 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 5 0.93 0.88 1.00 1.00 0.98 0.90 1.00 0.98 6728 WB TR 1900 1 1.10 0.98 1.00 1.00 1.00 0.90 0.40 1.00 730

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 43rd Street Analyst: CF File Name: 47-3&43A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.47) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 3144 6728 0.467 0.567 3813 0.825 * SB EB WB TR 353 730 0.484 0.367 268 1.317 * Sum (v/s) critical = 0.951 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 1.019 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.825 0.567 12.1 0.649 3813 12 0.9 8.7 B 8.7 B SB EB WB TR 1.319 0.367 * 1.000 268 16 * * * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 44rd Street Analyst: CF File Name: 48-3&44A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.48) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 1 0 | 0 0 0 Volumes | 2665 230| | 105 55 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 10.0 | | 11.0 | Grade | 0 | | 0 | % Heavy Veh| 14 14| | 2 2 | Parking |Y 5 N | |Y 5 Y 5| Bus Stops | 23| | 0| Con. Peds | 1090| 0| 0| %1060 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 44rd Street Analyst: CF File Name: 48-3&44A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.48) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2665 0.95 2805 TR 3047 5 1.100 1.000 3352 0.00 0.08 Right 230 0.95 242 EB Left 105 0.95 111 Thru 55 0.95 58 LT 169 1 1.000 1.000 169 0.66 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.88 1.00 1.00 0.98 0.90 0.95 1.00 6506 EB LT 1900 1 0.97 0.98 1.00 0.85 1.00 0.90 1.00 0.48 661

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 44rd Street Analyst: CF File Name: 48-3&44A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.48) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 3352 6506 0.515 0.567 3687 0.909 * SB EB LT 169 661 0.256 0.367 242 0.698 * WB Sum (v/s) critical = 0.771 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.826 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.909 0.567 13.2 0.649 3687 12 2.2 10.7 B 10.7 B SB EB LT 0.697 0.367 18.4 1.000 242 16 5.7 24.2 C 24.2 C WB Intersection Delay = 11.4 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 45th Street Analyst: CF File Name: 49-3&45A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.49) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 5 0 | 0 0 0 | 0 0 0 | 0 1 1 Volumes | 205 2565 | | | 320 155 PHF or PK15|0.95 0.95 | | | 0.95 0.95 Lane W (ft)| 10.0 | | | 10.0 10.0 Grade | 0 | | | 0 % Heavy Veh| 14 14 | | | 2 2 Parking |Y 5 N | | |Y 5 Y 5 Bus Stops | 23| | | 0 Con. Peds | 0| 1095| 0| %1130 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 4 | | | 3 3 RTOR Vols | 0| | | 0 Lost Time |3.00 3.00 | | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left Thru * | Thru Right | Right Peds * | Peds * | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-21-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 45th Street Analyst: CF File Name: 49-3&45A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.49) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 205 0.95 216 Thru 2565 0.95 2700 LT 2916 5 1.100 1.000 3208 0.07 0.00 WB Thru 320 0.95 337 T 337 1 1.000 1.000 337 0.00 0.00 Right 155 0.95 163 R 163 1 1.000 1.000 163 0.00 1.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 5 0.93 0.88 1.00 1.00 0.98 0.90 1.00 0.95 6529 WB T 1900 1 0.93 0.98 1.00 0.88 1.00 0.90 1.00 1.00 1369 R 1900 1 0.93 0.98 1.00 0.88 1.00 0.90 0.31 1.00 427

HCS: Signalized Intersection Version 2.4g 07-21-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 45th Street Analyst: CF File Name: 49-3&45A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.49) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 3208 6529 0.491 0.567 3700 0.867 * SB EB WB T 337 1369 0.246 0.367 502 0.671 R 163 427 0.382 0.367 157 1.038 * Sum (v/s) critical = 0.873 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.935 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.867 0.567 12.6 0.649 3700 12 1.3 9.5 B 9.5 B SB EB WB T 0.671 0.367 18.2 1.000 502 16 2.4 20.6 C 43.6 E R 1.041 0.367 21.7 1.000 157 16 69.3 91.0 F Intersection Delay = 14.1 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 46th Street (N-S) 3rd Avenue Analyst: MD File Name: 50-3A46A.HC9 Area Type: CBD 9-13-99 AM Comment: 2010 Build Conditions (No.50) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 1 0 | 0 0 0 | 0 5 < 0 | 0 0 0 Volumes | 145 245 | | 2510 210| PHF or PK15|0.95 0.95 | | 0.95 0.95| Lane W (ft)| 15.0 | | 12.0 | Grade | 0 | | 0 | % Heavy Veh| 2 2 | | 14 14| Parking |Y 5 Y 5| |Y 5 N | Bus Stops | 0| | 23| Con. Peds | 0| 1180| 1110| 0 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 3 | | 4 | RTOR Vols | 0| | 0| Lost Time |3.00 3.00 | | 3.00 3.00| ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left * |NB Left Thru * | Thru * Right | Right * Peds * | Peds * | WB Left |SB Left Thru | Thru Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-21-2005 2 ======================================================================= Streets: (E-W) 46th Street (N-S) 3rd Avenue Analyst: MD File Name: 50-3A46A.HC9 Area Type: CBD 9-13-99 AM Comment: 2010 Build Conditions (No.50) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Left 145 0.95 153 Thru 245 0.95 258 LT 411 1 1.000 1.000 411 0.37 0.00 NB Thru 2510 0.95 2642 TR 2863 5 1.100 1.000 3149 0.00 0.08 Right 210 0.95 221 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB LT 1900 1 1.10 0.98 1.00 0.85 1.00 0.90 1.00 0.64 1004 NB TR 1900 5 1.00 0.88 1.00 1.00 0.98 0.90 0.95 1.00 6976

HCS: Signalized Intersection Version 2.4g 07-21-2005 3 ======================================================================= Streets: (E-W) 46th Street (N-S) 3rd Avenue Analyst: MD File Name: 50-3A46A.HC9 Area Type: CBD 9-13-99 AM Comment: 2010 Build Conditions (No.50) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB LT 411 1004 0.409 0.367 368 1.117 * WB NB TR 3149 6976 0.451 0.567 3953 0.797 * SB Sum (v/s) critical = 0.861 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.922 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB LT 1.116 0.367 * 1.000 368 16 * * * * * WB NB TR 0.797 0.567 11.7 0.649 3953 12 0.6 8.2 B 8.2 B SB Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 07-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 47th Street (N-S) 3rd Avenue Analyst: CF File Name: 51-3A47A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.51) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 2 < 0 | 0 > 5 0 | 0 0 0 Volumes | | 390 160| 300 2375 | PHF or PK15| | 0.95 0.95|0.95 0.95 | Lane W (ft)| | 11.0 | 12.0 | Grade | | 0 | 0 | % Heavy Veh| | 2 2| 14 14 | Parking | |Y 5 N |Y 5 N | Bus Stops | | 0| 23| Con. Peds | 0| 1060| 0| %1240 Ped Button | |(Y/N) N |(Y/N) N | Arr Type | | 3 | 4 | RTOR Vols | | 0| 0| Lost Time | | 3.00 3.00|3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left * Thru | Thru * Right | Right Peds * | Peds * | WB Left |SB Left Thru * | Thru Right * | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-21-2005 2 ======================================================================= Streets: (E-W) 47th Street (N-S) 3rd Avenue Analyst: CF File Name: 51-3A47A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.51) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Thru 390 0.95 411 TR 579 2 1.050 1.000 608 0.00 0.29 Right 160 0.95 168 NB Left 300 0.95 316 Thru 2375 0.95 2500 LT 2816 5 1.100 1.000 3098 0.11 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB TR 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 0.81 1.00 2625 NB LT 1900 5 1.00 0.88 1.00 1.00 0.98 0.90 1.00 0.92 6750

HCS: Signalized Intersection Version 2.4g 07-21-2005 3 ======================================================================= Streets: (E-W) 47th Street (N-S) 3rd Avenue Analyst: CF File Name: 51-3A47A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.51) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB TR 608 2625 0.232 0.367 962 0.632 * NB LT 3098 6750 0.459 0.567 3825 0.810 * SB Sum (v/s) critical = 0.691 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.740 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB TR 0.632 0.367 17.9 1.000 962 16 1.0 18.8 C 18.8 C NB LT 0.810 0.567 11.9 0.649 3825 12 0.7 8.4 B 8.4 B SB Intersection Delay = 10.1 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 48th Street Analyst: CF File Name: 52-3&48A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.52) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 1 0 | 0 0 0 Volumes | 2385 150| | 175 290 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 11.0 | | 15.0 | Grade | 0 | | 0 | % Heavy Veh| 14 14| | 2 2 | Parking |Y 5 N | |Y 5 Y 5| Bus Stops | 23| | 0| Con. Peds | 1140| 0| 0| %1080 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-21-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 48th Street Analyst: CF File Name: 52-3&48A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.52) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2385 0.95 2511 TR 2669 5 1.100 1.000 2936 0.00 0.06 Right 150 0.95 158 EB Left 175 0.95 184 Thru 290 0.95 305 LT 489 1 1.000 1.000 489 0.38 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.97 0.88 1.00 1.00 0.98 0.90 0.96 1.00 6825 EB LT 1900 1 1.10 0.98 1.00 0.85 1.00 0.90 1.00 0.66 1028

HCS: Signalized Intersection Version 2.4g 07-21-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 48th Street Analyst: CF File Name: 52-3&48A.HC9 Area Type: CBD 9-9-99 AM Comment: 2010 Build Conditions (No.52) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 2936 6825 0.430 0.567 3868 0.759 * SB EB LT 489 1028 0.476 0.367 377 1.297 * WB Sum (v/s) critical = 0.906 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.971 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.759 0.567 11.3 0.649 3868 12 0.5 7.8 B 7.8 B SB EB LT 1.297 0.367 * 1.000 377 16 * * * * * WB Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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Build Midday Peak Hour

HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 40th Street Analyst: PJO File Name: 13-MD40M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.13) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 3 < 0 | 0 0 0 | 0 > 2 0 | 0 0 0 Volumes | 1360 115| | 135 320 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 11.0 | | 11.0 | Grade | 0 | | 0 | % Heavy Veh| 12 12| | 10 10 | Parking |Y 5 Y 5| |N Y 5| Bus Stops | 31| | 0| Con. Peds | 1230| 0| 0| %1160 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds | SB Left |WB Left Thru | Thru Right | Right Peds | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 40th Street Analyst: PJO File Name: 13-MD40M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.13) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 1360 0.95 1432 TR 1553 3 1.100 1.000 1708 0.00 0.08 Right 115 0.95 121 EB Left 135 0.95 142 Thru 320 0.95 337 LT 479 2 1.050 1.000 503 0.30 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 3 0.97 0.89 1.00 0.95 0.96 0.90 0.94 1.00 3801 EB LT 1900 2 0.97 0.91 1.00 0.94 1.00 0.90 1.00 0.79 2231

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 40th Street Analyst: PJO File Name: 13-MD40M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.13) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 1708 3801 0.449 0.467 1774 0.963 * SB EB LT 503 2231 0.225 0.467 1041 0.483 * WB Sum (v/s) critical = 0.675 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.723 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.963 0.467 17.7 0.815 1774 12 8.3 22.7 C 22.7 C SB EB LT 0.483 0.467 12.6 1.000 1041 16 0.3 12.8 B 12.8 B WB Intersection Delay = 20.4 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 41st Street Analyst: PJO File Name: 14-MD41M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.14) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 3 < 0 | 0 0 0 | 0 > 1 0 | 0 0 0 Volumes | 1415 75| | 85 105 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 11.0 | | 11.0 | Grade | 0 | | 0 | % Heavy Veh| 12 12| | 18 18 | Parking |Y 5 Y 5| |Y 5 Y 5| Bus Stops | 31| | 0| Con. Peds | 1340| 0| 0| %1245 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds | SB Left |WB Left Thru | Thru Right | Right Peds | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 41st Street Analyst: PJO File Name: 14-MD41M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.14) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 1415 0.95 1489 TR 1568 3 1.100 1.000 1725 0.00 0.05 Right 75 0.95 79 EB Left 85 0.95 89 Thru 105 0.95 111 LT 200 1 1.000 1.000 200 0.44 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 3 0.97 0.89 1.00 0.95 0.96 0.90 0.96 1.00 3872 EB LT 1900 1 0.97 0.85 1.00 0.85 1.00 0.90 1.00 0.58 686

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 41st Street Analyst: PJO File Name: 14-MD41M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.14) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 1725 3872 0.446 0.467 1807 0.955 * SB EB LT 200 686 0.292 0.467 320 0.625 * WB Sum (v/s) critical = 0.737 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.790 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.955 0.467 17.5 0.815 1807 12 7.3 21.6 C 21.6 C SB EB LT 0.625 0.467 13.7 1.000 320 16 2.7 16.4 C 16.4 C WB Intersection Delay = 21.0 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 42nd Street Analyst: PJO File Name: 15-MD42M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.15) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 3 < 0 | 0 0 0 | 0 > 2 0 | 0 2 0 Volumes | 50 1390 65| | 25 710 | 825 PHF or PK15|0.95 0.95 0.95| |0.95 0.95 | 0.95 Lane W (ft)| 11.0 | | 9.0 | 9.0 Grade | 0 | | 0 | 0 % Heavy Veh| 12 12 12| | 11 11 | 11 Parking |Y 5 N | |N N |N Y 5 Bus Stops | 31| | 24| 24 Con. Peds | 1700| 1700| 0| %1700 Ped Button |(Y/N) N | |(Y/N) N |(Y/N) N Arr Type | 3 | | 3 | 3 RTOR Vols | 0| | 0| 0 Lost Time |3.00 3.00 3.00| |3.00 3.00 | 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left * Thru * | Thru * Right * | Right Peds * | Peds | SB Left |WB Left Thru | Thru * * Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 35.0P 7.0P Yellow/AR 5.0 |Yellow/AR 0.0 3.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 42nd Street Analyst: PJO File Name: 15-MD42M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.15) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 50 0.95 53 Thru 1390 0.95 1463 LTR 1584 3 1.100 1.000 1742 0.03 0.04 Right 65 0.95 68 EB Left 25 0.95 26 Thru 710 0.95 747 LT 773 2 1.050 1.000 812 0.03 0.00 WB Thru 825 0.95 868 T 868 2 1.050 1.000 911 0.00 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LTR 1900 3 0.97 0.89 1.00 1.00 0.96 0.90 0.96 0.97 3939 EB LT 1900 2 0.90 0.90 1.00 1.00 0.95 0.90 1.00 0.80 2106 WB T 1900 2 0.90 0.90 1.00 0.94 0.95 0.90 1.00 1.00 2475

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 42nd Street Analyst: PJO File Name: 15-MD42M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.15) ======================================================================= Supplemental Permitted LT Worksheet APPROACH EB Cycle Length, C 90 Actual Green Time for Lane Group, G 35 Effective Green Time for Lane Group, g 32 Opposing Effective Green Time, go 42 Number of Opposing Lanes, No 2 Number of Lanes in Lane Group, N 2 Adjusted Left-Turn Flow Rate, Vlt 27 Proportion of Left Turns in Lane Group, Plt 0.03 Left Turns per Cycle: LTC=Vlt*C/3600 0.68 Adjusted Opposing Flow Rate, Vo 911 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600No 11.39 Opposing Platoon Ratio, Rpo 1 Lost time per phase, tl 3 gf=Gexp(-0.882*LTC^0.717)-tl 14.99 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.53 gq = Volc * qro / (.5 - Volc * (1 - qro) / go)-tl 13.26 gu=g-gq (or g-gf) 17.01 fs=(875-0.625Vo)/1000 0.31 Pl=Plt[1+{(N-1)g/(fs*gu+4.5)}] 0.14 El1 11.00 fmin 0.07 fm,(min=fmin;max=1.00) 0.69 flt=[fm+0.91(N-1)]/N 0.80

HCS: Signalized Intersection Version 2.4g 11-21-2005 4 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 42nd Street Analyst: PJO File Name: 15-MD42M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.15) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LTR 1742 3939 0.442 0.467 1838 0.948 * SB EB LT 812 2106 0.386 0.356 749 1.084 WB T 911 2475 0.368 0.467 1155 0.789 * Sum (v/s) critical = 0.810 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.868 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LTR 0.948 0.467 17.4 1.000 1838 16 8.2 25.6 D 25.6 D SB EB LT 1.084 0.356 * 1.000 749 16 * * * * * WB T 0.789 0.467 15.4 1.000 1155 16 2.6 18.0 C 18.0 C Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 43rd Street Analyst: PJO File Name: 16-M&43M.HC9 Area Type: CBD 9-3-99 MID Comment: 2010 Build Conditions (No.16) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 4 0 | 0 0 0 | 0 0 0 | 0 2 < 0 Volumes | 165 1255 | | | 285 130 PHF or PK15|0.95 0.95 | | | 0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 6 6 | | | 2 2 Parking |Y 5 N | | |Y 5 N Bus Stops | 31| | | 0 Con. Peds | 0| 1700| 0| %1700 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 4 | | | 3 RTOR Vols | 0| | | 0 Lost Time |3.00 3.00 | | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left Thru * | Thru Right | Right Peds | Peds | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 43rd Street Analyst: PJO File Name: 16-M&43M.HC9 Area Type: CBD 9-3-99 MID Comment: 2010 Build Conditions (No.16) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 165 0.95 174 Thru 1255 0.95 1321 LT 1495 4 1.100 1.000 1645 0.12 0.00 WB Thru 285 0.95 300 TR 437 2 1.050 1.000 459 0.00 0.31 Right 130 0.95 137 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 4 0.97 0.94 1.00 1.00 0.97 0.90 1.00 0.89 5369 WB TR 1900 2 0.93 0.98 1.00 1.00 1.00 0.90 0.70 1.00 2188

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 43rd Street Analyst: PJO File Name: 16-M&43M.HC9 Area Type: CBD 9-3-99 MID Comment: 2010 Build Conditions (No.16) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 1645 5369 0.306 0.467 2506 0.656 * SB EB WB TR 459 2188 0.210 0.467 1021 0.450 * Sum (v/s) critical = 0.516 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.553 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.657 0.467 14.0 0.815 2506 12 0.3 11.8 B 11.8 B SB EB WB TR 0.450 0.467 12.3 1.000 1021 16 0.2 12.5 B 12.5 B Intersection Delay = 11.9 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 44th Street Analyst: CF File Name: 17-M&44M.HC9 Area Type: CBD 9-3-99 MID Comment: 2010 Build Conditions (No.17) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 4 < 0 | 0 0 0 | 0 > 2 0 | 0 0 0 Volumes | 1315 70| | 235 125 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 11.0 | | 11.0 | Grade | 0 | | 0 | % Heavy Veh| 6 6| | 2 2 | Parking |Y 5 N | |Y 5 N | Bus Stops | 31| | 0| Con. Peds | 1700| 0| 0| %1700 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 44th Street Analyst: CF File Name: 17-M&44M.HC9 Area Type: CBD 9-3-99 MID Comment: 2010 Build Conditions (No.17) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 1315 0.95 1384 TR 1458 4 1.100 1.000 1604 0.00 0.05 Right 70 0.95 74 EB Left 235 0.95 247 Thru 125 0.95 132 LT 379 2 1.050 1.000 398 0.65 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 4 0.97 0.94 1.00 1.00 0.97 0.90 0.95 1.00 5750 EB LT 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 1.00 0.37 1214

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 44th Street Analyst: CF File Name: 17-M&44M.HC9 Area Type: CBD 9-3-99 MID Comment: 2010 Build Conditions (No.17) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 1604 5750 0.279 0.467 2683 0.598 * SB EB LT 398 1214 0.328 0.467 567 0.702 * WB Sum (v/s) critical = 0.607 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.650 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.598 0.467 13.5 0.815 2683 12 0.2 11.2 B 11.2 B SB EB LT 0.703 0.467 14.5 1.000 567 16 2.7 17.2 C 17.2 C WB Intersection Delay = 12.4 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 45th Street Analyst: PJO File Name: 18-M&45M.HC9 Area Type: CBD 10-1-99 MID Comment: 2010 Build Conditions (No.18) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 4 0 | 0 0 0 | 0 0 0 | 0 1 < 0 Volumes | 130 1415 | | | 275 140 PHF or PK15|0.95 0.95 | | | 0.95 0.95 Lane W (ft)| 11.0 | | | 15.0 Grade | 0 | | | 0 % Heavy Veh| 6 6 | | | 2 2 Parking |Y 5 N | | |Y 5 Y 5 Bus Stops | 31| | | 0 Con. Peds | 0| 1700| 0| %1700 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 4 | | | 3 RTOR Vols | 0| | | 0 Lost Time |3.00 3.00 | | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left Thru * | Thru Right | Right Peds | Peds | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 45th Street Analyst: PJO File Name: 18-M&45M.HC9 Area Type: CBD 10-1-99 MID Comment: 2010 Build Conditions (No.18) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 130 0.95 137 Thru 1415 0.95 1489 LT 1626 4 1.100 1.000 1789 0.08 0.00 WB Thru 275 0.95 289 TR 436 1 1.000 1.000 436 0.00 0.34 Right 140 0.95 147 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 4 0.97 0.94 1.00 1.00 0.97 0.90 1.00 0.92 5556 WB TR 1900 1 1.10 0.98 1.00 0.85 1.00 0.90 0.58 1.00 912

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 45th Street Analyst: PJO File Name: 18-M&45M.HC9 Area Type: CBD 10-1-99 MID Comment: 2010 Build Conditions (No.18) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 1789 5556 0.322 0.467 2593 0.690 * SB EB WB TR 436 912 0.478 0.467 426 1.023 * Sum (v/s) critical = 0.800 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.857 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.690 0.467 14.3 0.815 2593 12 0.4 12.1 B 12.1 B SB EB WB TR 1.024 0.467 18.2 1.000 426 16 40.3 58.6 E 58.6 E Intersection Delay = 21.2 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 46th Street Analyst: PJO File Name: 19-M&46M.HC9 Area Type: CBD 10-1-99 MID Comment: 2010 Build Conditions (No.19) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 4 < 0 | 0 0 0 | 0 > 1 0 | 0 0 0 Volumes | 1455 125| | 100 375 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 11.0 | | 15.0 | Grade | 0 | | 0 | % Heavy Veh| 6 6| | 2 2 | Parking |Y 5 N | |Y 5 Y 5| Bus Stops | 31| | 0| Con. Peds | 1700| 0| 0| %1700 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 46th Street Analyst: PJO File Name: 19-M&46M.HC9 Area Type: CBD 10-1-99 MID Comment: 2010 Build Conditions (No.19) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 1455 0.95 1532 TR 1664 4 1.100 1.000 1830 0.00 0.08 Right 125 0.95 132 EB Left 100 0.95 105 Thru 375 0.95 395 LT 500 1 1.000 1.000 500 0.21 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 4 0.97 0.94 1.00 1.00 0.97 0.90 0.92 1.00 5584 EB LT 1900 1 1.10 0.98 1.00 0.85 1.00 0.90 1.00 0.70 1100

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 46th Street Analyst: PJO File Name: 19-M&46M.HC9 Area Type: CBD 10-1-99 MID Comment: 2010 Build Conditions (No.19) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 1830 5584 0.328 0.467 2606 0.702 * SB EB LT 500 1100 0.455 0.467 513 0.975 * WB Sum (v/s) critical = 0.782 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.838 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.702 0.467 14.5 0.815 2606 12 0.5 12.2 B 12.2 B SB EB LT 0.974 0.467 17.8 1.000 513 16 24.7 42.5 E 42.5 E WB Intersection Delay = 18.7 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 47th Street (N-S) Madison Avenue Analyst: PJO File Name: 20-M&47M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.20) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 2 < 0 | 0 > 4 0 | 0 0 0 Volumes | | 505 175| 115 1460 | PHF or PK15| | 0.95 0.95|0.95 0.95 | Lane W (ft)| | 11.0 | 11.0 | Grade | | 0 | 0 | % Heavy Veh| | 2 2| 6 6 | Parking | |Y 5 N |Y 5 N | Bus Stops | | 0| 31| Con. Peds | 0| 1220| 0| %1130 Ped Button | |(Y/N) N |(Y/N) N | Arr Type | | 3 | 4 | RTOR Vols | | 0| 0| Lost Time | | 3.00 3.00|3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left * Thru | Thru * Right | Right Peds * | Peds * | WB Left |SB Left Thru * | Thru Right * | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 47th Street (N-S) Madison Avenue Analyst: PJO File Name: 20-M&47M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.20) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Thru 505 0.95 532 TR 716 2 1.050 1.000 752 0.00 0.26 Right 175 0.95 184 NB Left 115 0.95 121 Thru 1460 0.95 1537 LT 1658 4 1.100 1.000 1824 0.07 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB TR 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 0.81 1.00 2632 NB LT 1900 4 0.97 0.94 1.00 1.00 0.97 0.90 1.00 0.95 5741

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 47th Street (N-S) Madison Avenue Analyst: PJO File Name: 20-M&47M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.20) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB TR 752 2632 0.286 0.467 1228 0.612 * NB LT 1824 5741 0.318 0.467 2679 0.681 * SB Sum (v/s) critical = 0.603 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.647 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB TR 0.612 0.467 13.6 1.000 1228 16 0.7 14.3 B 14.3 B NB LT 0.681 0.467 14.3 0.815 2679 12 0.4 12.0 B 12.0 B SB Intersection Delay = 12.7 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 48th Street (N-S) Madison Avenue Analyst: PJO File Name: 21-M&48M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.21) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 2 0 | 0 0 0 | 0 4 < 0 | 0 0 0 Volumes | 150 490 | | 1455 180| PHF or PK15|0.95 0.95 | | 0.95 0.95| Lane W (ft)| 11.0 | | 11.0 | Grade | 0 | | 0 | % Heavy Veh| 2 2 | | 6 6| Parking |N Y 5| |Y 5 N | Bus Stops | 0| | 31| Con. Peds | 0| 1700| 1700| 0 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 3 | | 4 | RTOR Vols | 0| | 0| Lost Time |3.00 3.00 | | 3.00 3.00| ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left * |NB Left Thru * | Thru * Right | Right * Peds * | Peds * | WB Left |SB Left Thru | Thru Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 48th Street (N-S) Madison Avenue Analyst: PJO File Name: 21-M&48M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.21) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Left 150 0.95 158 Thru 490 0.95 516 LT 674 2 1.050 1.000 708 0.23 0.00 NB Thru 1455 0.95 1532 TR 1721 4 1.100 1.000 1893 0.00 0.11 Right 180 0.95 189 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB LT 1900 2 0.97 0.98 1.00 0.94 1.00 0.90 1.00 0.78 2355 NB TR 1900 4 0.97 0.94 1.00 1.00 0.97 0.90 0.89 1.00 5407

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 48th Street (N-S) Madison Avenue Analyst: PJO File Name: 21-M&48M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.21) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB LT 708 2355 0.301 0.467 1099 0.644 * WB NB TR 1893 5407 0.350 0.467 2523 0.750 * SB Sum (v/s) critical = 0.651 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.697 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB LT 0.644 0.467 13.9 1.000 1099 16 0.9 14.8 B 14.8 B WB NB TR 0.750 0.467 15.0 0.815 2523 12 0.7 12.9 B 12.9 B SB Intersection Delay = 13.4 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 48th Street (N-S) Lexington Avenue Analyst: PJO File Name: 35-LE48M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.35) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 2 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 290 235| | | 175 1330 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 2 2| | | 6 6 Parking |Y 5 N | | |Y 5 N Bus Stops | 0| | | 15 Con. Peds | 1135| 0| 1100| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 48th Street (N-S) Lexington Avenue Analyst: PJO File Name: 35-LE48M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.35) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 290 0.95 305 TR 552 2 1.050 1.000 580 0.00 0.45 Right 235 0.95 247 SB Left 175 0.95 184 Thru 1330 0.95 1400 LT 1584 3 1.100 1.000 1742 0.12 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 0.69 1.00 2240 SB LT 1900 3 0.93 0.94 1.00 1.00 0.98 0.90 1.00 0.92 4080

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 48th Street (N-S) Lexington Avenue Analyst: PJO File Name: 35-LE48M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.35) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 580 2240 0.259 0.467 1045 0.555 * WB NB SB LT 1742 4080 0.427 0.467 1904 0.915 * Sum (v/s) critical = 0.686 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.735 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.555 0.467 13.1 1.000 1045 16 0.5 13.6 B 13.6 B WB NB SB LT 0.915 0.467 17.0 0.815 1904 12 4.2 18.0 C 18.0 C Intersection Delay = 16.9 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 47th Street (N-S) Lexington Avenue Analyst: PJO File Name: 36-LE47M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.36) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 > 1 0 | 0 0 0 | 0 3 < 0 Volumes | | 125 495 | | 1390 170 PHF or PK15| |0.95 0.95 | | 0.95 0.95 Lane W (ft)| | 15.0 | | 10.0 Grade | | 0 | | 0 % Heavy Veh| | 2 2 | | 6 6 Parking | |Y 5 N | |Y 5 N Bus Stops | | 0| | 15 Con. Peds | 1225| 0| 0| %1700 Ped Button | |(Y/N) N | |(Y/N) N Arr Type | | 3 | | 4 RTOR Vols | | 0| | 0 Lost Time | |3.00 3.00 | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * | WB Left * |SB Left Thru * | Thru * Right | Right * Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 47th Street (N-S) Lexington Avenue Analyst: PJO File Name: 36-LE47M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.36) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Left 125 0.95 132 Thru 495 0.95 521 LT 653 1 1.000 1.000 653 0.20 0.00 SB Thru 1390 0.95 1463 TR 1642 3 1.100 1.000 1806 0.00 0.11 Right 170 0.95 179 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB LT 1900 1 1.10 0.98 1.00 1.00 1.00 0.90 1.00 0.75 1392 SB TR 1900 3 0.93 0.94 1.00 1.00 0.98 0.90 0.90 1.00 3964

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 47th Street (N-S) Lexington Avenue Analyst: PJO File Name: 36-LE47M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.36) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB LT 653 1392 0.469 0.467 650 1.005 * NB SB TR 1806 3964 0.456 0.467 1850 0.976 * Sum (v/s) critical = 0.925 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.991 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB LT 1.005 0.467 18.2 1.000 650 16 28.4 46.7 E 46.7 E NB SB TR 0.976 0.467 17.9 0.815 1850 12 9.8 24.3 C 24.3 C Intersection Delay = 30.3 sec/veh Intersection LOS = D

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 46th Street (N-S) Lexington Avenue Analyst: PJO File Name: 37-LE46M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.37) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 1 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 450 160| | | 95 1425 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 15.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 2 2| | | 6 6 Parking |Y 5 N | | |Y 5 N Bus Stops | 0| | | 15 Con. Peds | 1125| 0| 1095| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 46th Street (N-S) Lexington Avenue Analyst: PJO File Name: 37-LE46M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.37) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 450 0.95 474 TR 642 1 1.000 1.000 642 0.00 0.26 Right 160 0.95 168 SB Left 95 0.95 100 Thru 1425 0.95 1500 LT 1600 3 1.100 1.000 1760 0.06 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 1 1.10 0.98 1.00 1.00 1.00 0.90 0.72 1.00 1336 SB LT 1900 3 0.93 0.94 1.00 1.00 0.98 0.90 1.00 0.96 4241

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 46th Street (N-S) Lexington Avenue Analyst: PJO File Name: 37-LE46M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.37) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 642 1336 0.481 0.467 623 1.030 * WB NB SB LT 1760 4241 0.415 0.467 1979 0.889 * Sum (v/s) critical = 0.896 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.960 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 1.030 0.467 18.2 1.000 623 16 35.8 54.0 E 54.0 E WB NB SB LT 0.889 0.467 16.6 0.815 1979 12 3.0 16.6 C 16.6 C Intersection Delay = 26.6 sec/veh Intersection LOS = D

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 45th Street (N-S) Lexington Avenue Analyst: PJO File Name: 38-LX45M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.38) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 > 2 0 | 0 0 0 | 0 3 < 0 Volumes | | 145 290 | | 1420 120 PHF or PK15| |0.95 0.95 | | 0.95 0.95 Lane W (ft)| | 15.0 | | 10.0 Grade | | 0 | | 0 % Heavy Veh| | 2 2 | | 12 12 Parking | |N Y 5| |Y 5 N Bus Stops | | 0| | 15 Con. Peds | 1500| 0| 0| %1700 Ped Button | |(Y/N) N | |(Y/N) N Arr Type | | 3 | | 4 RTOR Vols | | 0| | 0 Lost Time | |3.00 3.00 | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * | WB Left * |SB Left Thru * | Thru * Right | Right * Peds | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 35.0P 5.0P Yellow/AR 5.0 |Yellow/AR 5.0 0.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 45th Street (N-S) Lexington Avenue Analyst: PJO File Name: 38-LX45M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.38) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Left 145 0.95 153 Thru 290 0.95 305 LT 458 2 1.050 1.000 481 0.33 0.00 SB Thru 1420 0.95 1495 TR 1621 3 1.100 1.000 1783 0.00 0.08 Right 120 0.95 126 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB LT 1900 2 1.10 0.98 1.00 0.94 1.00 0.90 1.00 0.71 2459 SB TR 1900 3 0.93 0.89 1.00 1.00 0.98 0.90 0.93 1.00 3877

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 45th Street (N-S) Lexington Avenue Analyst: PJO File Name: 38-LX45M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.38) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB LT 481 2459 0.196 0.467 1148 0.419 * NB SB TR 1783 3877 0.460 0.411 1594 1.119 * Sum (v/s) critical = 0.655 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.702 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB LT 0.419 0.467 12.1 1.000 1148 16 0.2 12.2 B 12.2 B NB SB TR 1.119 0.411 * 0.882 1594 12 * * * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 44th Street (N-S) Lexington Avenue Analyst: PJO File Name: 39-LX44M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.39) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | | | | 155 1370 PHF or PK15| | | |0.95 0.95 Lane W (ft)| | | | 10.0 Grade | | | | 0 % Heavy Veh| | | | 12 12 Parking | | | |Y 5 N Bus Stops | | | | 15 Con. Peds | 0| 0| 1380| 0 Ped Button | | | |(Y/N) N Arr Type | | | | 3 RTOR Vols | | | | 0 Lost Time | | | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 35.0P 5.0P Yellow/AR 5.0 |Yellow/AR 5.0 0.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 44th Street (N-S) Lexington Avenue Analyst: PJO File Name: 39-LX44M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.39) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- SB Left 155 0.95 163 Thru 1370 0.95 1442 LT 1605 3 1.100 1.000 1766 0.10 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- SB LT 1900 3 0.93 0.89 1.00 1.00 0.98 0.90 1.00 0.92 3846

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 44th Street (N-S) Lexington Avenue Analyst: PJO File Name: 39-LX44M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.39) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB NB SB LT 1766 3846 0.459 0.411 1581 1.117 * Sum (v/s) critical = 0.459 Lost Time/Cycle, L = 3.0 sec Critical v/c(x) = 0.475 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB NB SB LT 1.117 0.411 * 1.000 1581 16 * * * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 43rd Street (N-S) Lexington Avenue Analyst: PJO File Name: 40-LX43M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.40) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 2 0 0 | 0 0 0 | 0 3 0 Volumes | | 195 | | 1370 PHF or PK15| |0.95 | | 0.95 Lane W (ft)| |11.0 | | 10.0 Grade | | 0 | | 0 % Heavy Veh| | 2 | | 12 Parking | |Y 5 N | |Y 5 N Bus Stops | | 0| | 15 Con. Peds | 1545| 0| 0| 0 Ped Button | |(Y/N) N | |(Y/N) N Arr Type | | 3 | | 4 RTOR Vols | | 0| | 0 Lost Time | |3.00 | | 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * * | WB Left * |SB Left Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 44.0P 5.0P Yellow/AR 5.0 |Yellow/AR 5.0 0.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 43rd Street (N-S) Lexington Avenue Analyst: PJO File Name: 40-LX43M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.40) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Left 195 0.95 205 L 205 2 1.030 1.000 211 1.00 0.00 SB Thru 1370 0.95 1442 T 1442 3 1.100 1.000 1586 0.00 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB L 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 1.00 0.11 370 SB T 1900 3 0.93 0.89 1.00 1.00 0.98 0.90 1.00 1.00 4190

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 43rd Street (N-S) Lexington Avenue Analyst: PJO File Name: 40-LX43M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.40) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB L 211 370 0.570 0.367 136 1.551 * NB SB T 1586 4190 0.379 0.511 2142 0.740 * Sum (v/s) critical = 0.949 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 1.017 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB L 1.555 0.367 * 1.000 136 16 * * * * * NB SB T 0.741 0.511 13.2 0.749 2142 12 0.7 10.6 B 10.6 B Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: PJO File Name: 41-LX42M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.41) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 2 < 0 | 0 > 2 0 | 0 0 0 | 0 > 3 < 0 Volumes | 630 145| 10 785 | | 120 1260 185 PHF or PK15| 0.95 0.95|0.95 0.95 | |0.95 0.95 0.95 Lane W (ft)| 10.0 | 10.0 | | 10.0 Grade | 0 | 0 | | 0 % Heavy Veh| 10 10| 10 10 | | 12 12 12 Parking |N N |N N | |Y 5 N Bus Stops | 24| 24| | 15 Con. Peds | 1700| 0| 1700| %1700 Ped Button |(Y/N) N |(Y/N) N | |(Y/N) N Arr Type | 3 | 3 | | 3 RTOR Vols | 0| 0| | 0 Lost Time | 3.00 3.00|3.00 3.00 | |3.00 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left * |SB Left * Thru * | Thru * Right | Right * Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 35.0P |Green 45.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: PJO File Name: 41-LX42M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.41) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 630 0.95 663 TR 816 2 1.050 1.000 857 0.00 0.19 Right 145 0.95 153 WB Left 10 0.95 11 Thru 785 0.95 826 LT 837 2 1.050 1.000 879 0.01 0.00 SB Left 120 0.95 126 Thru 1260 0.95 1326 LTR 1647 3 1.100 1.000 1812 0.08 0.12 Right 185 0.95 195 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 2 0.93 0.91 1.00 1.00 0.95 0.90 0.82 1.00 2266 WB LT 1900 2 0.93 0.91 1.00 1.00 0.95 0.90 1.00 0.88 2444 SB LTR 1900 3 0.93 0.89 1.00 1.00 0.98 0.90 0.89 0.93 3441

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: PJO File Name: 41-LX42M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.41) ======================================================================= Supplemental Permitted LT Worksheet APPROACH WB Cycle Length, C 90 Actual Green Time for Lane Group, G 35 Effective Green Time for Lane Group, g 37 Opposing Effective Green Time, go 37 Number of Opposing Lanes, No 2 Number of Lanes in Lane Group, N 2 Adjusted Left-Turn Flow Rate, Vlt 12 Proportion of Left Turns in Lane Group, Plt 0.01 Left Turns per Cycle: LTC=Vlt*C/3600 0.30 Adjusted Opposing Flow Rate, Vo 857 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600No 10.71 Opposing Platoon Ratio, Rpo 1 Lost time per phase, tl 3 gf=Gexp(-0.882*LTC^0.717)-tl 21.13 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.59 gq = Volc * qro / (.5 - Volc * (1 - qro) / go)-tl 13.56 gu=g-gq (or g-gf) 15.87 fs=(875-0.625Vo)/1000 0.34 Pl=Plt[1+{(N-1)g/(fs*gu+4.5)}] 0.06 El1 8.85 fmin 0.06 fm,(min=fmin;max=1.00) 0.86 flt=[fm+0.91(N-1)]/N 0.88

HCS: Signalized Intersection Version 2.4g 11-21-2005 4 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: PJO File Name: 41-LX42M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.41) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 857 2266 0.378 0.411 932 0.920 * WB LT 879 2444 0.360 0.411 1005 0.875 NB SB LTR 1812 3441 0.527 0.522 1797 1.008 * Sum (v/s) critical = 0.905 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.969 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.920 0.411 19.1 1.000 932 16 10.1 29.2 D 29.2 D WB LT 0.875 0.411 18.5 1.000 1005 16 6.2 24.7 C 24.7 C NB SB LTR 1.008 0.522 16.3 1.000 1797 16 18.2 34.5 D 34.5 D Intersection Delay = 30.8 sec/veh Intersection LOS = D

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 41st Street (N-S) Lexington avenue Analyst: PJO File Name: 42-LE41M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.42) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 1 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 160 75| | | 55 1360 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 22 22| | | 12 12 Parking |Y 5 Y 5| | |Y 5 N Bus Stops | 0| | | 15 Con. Peds | 1105| 0| 1095| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 35.0P |Green 45.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 41st Street (N-S) Lexington avenue Analyst: PJO File Name: 42-LE41M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.42) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 160 0.95 168 TR 247 1 1.000 1.000 247 0.00 0.32 Right 75 0.95 79 SB Left 55 0.95 58 Thru 1360 0.95 1432 LT 1490 3 1.100 1.000 1639 0.04 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 1 0.97 0.82 1.00 0.85 1.00 0.90 0.69 1.00 793 SB LT 1900 3 0.93 0.89 1.00 1.00 0.98 0.90 1.00 0.97 4080

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 41st Street (N-S) Lexington avenue Analyst: PJO File Name: 42-LE41M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.42) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 247 793 0.311 0.411 326 0.758 * WB NB SB LT 1639 4080 0.402 0.522 2131 0.769 * Sum (v/s) critical = 0.713 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.764 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.758 0.411 17.2 1.000 326 16 6.7 23.9 C 23.9 C WB NB SB LT 0.769 0.522 13.0 0.731 2131 12 0.9 10.5 B 10.5 B Intersection Delay = 12.2 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 40th Street (N-S) Lexington Avenue Analyst: PJO File Name: 43-LX40M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.43) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 2 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 260 170| | | 80 1355 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 7 7| | | 12 12 Parking |N Y 5| | |Y 5 N Bus Stops | 0| | | 15 Con. Peds | 1060| 0| 1095| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 40th Street (N-S) Lexington Avenue Analyst: PJO File Name: 43-LX40M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.43) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 260 0.95 274 TR 453 2 1.050 1.000 476 0.00 0.40 Right 170 0.95 179 SB Left 80 0.95 84 Thru 1355 0.95 1426 LT 1510 3 1.100 1.000 1661 0.06 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 2 0.97 0.93 1.00 0.94 1.00 0.90 0.74 1.00 2147 SB LT 1900 3 0.93 0.89 1.00 1.00 0.98 0.90 1.00 0.96 4033

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 40th Street (N-S) Lexington Avenue Analyst: PJO File Name: 43-LX40M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.43) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 476 2147 0.222 0.367 787 0.605 * WB NB SB LT 1661 4033 0.412 0.567 2285 0.727 * Sum (v/s) critical = 0.634 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.679 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.605 0.367 17.6 1.000 787 16 1.0 18.6 C 18.6 C WB NB SB LT 0.727 0.567 10.9 0.649 2285 12 0.6 7.7 B 7.7 B Intersection Delay = 10.1 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 40th Street Analyst: PJO File Name: 44-3&40M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.44) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 2 0 | 0 0 0 Volumes | 2310 95| | 170 170 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 10.0 | | 10.0 | Grade | 0 | | 0 | % Heavy Veh| 13 13| | 11 11 | Parking |Y 5 N | |N Y 5| Bus Stops | 10| | 0| Con. Peds | 1080| 0| 0| %1090 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 40th Street Analyst: PJO File Name: 44-3&40M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.44) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2310 0.95 2432 TR 2532 5 1.100 1.000 2785 0.00 0.04 Right 95 0.95 100 EB Left 170 0.95 179 Thru 170 0.95 179 LT 358 2 1.050 1.000 376 0.50 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.88 1.00 1.00 0.99 0.90 0.97 1.00 6822 EB LT 1900 2 0.93 0.90 1.00 0.94 1.00 0.90 1.00 0.67 1794

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 40th Street Analyst: PJO File Name: 44-3&40M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.44) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 2785 6822 0.408 0.567 3866 0.720 * SB EB LT 376 1794 0.210 0.367 658 0.571 * WB Sum (v/s) critical = 0.618 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.662 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.720 0.567 10.9 0.649 3866 12 0.4 7.4 B 7.4 B SB EB LT 0.572 0.367 17.4 1.000 658 16 0.9 18.3 C 18.3 C WB Intersection Delay = 8.7 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 41st Street Analyst: PJO File Name: 45-3&41M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.45) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 1 0 | 0 0 1 Volumes | 2425 55| | 160 55 | 115 PHF or PK15| 0.95 0.95| |0.95 0.95 | 0.95 Lane W (ft)| 10.0 | | 11.0 | 11.0 Grade | 0 | | 0 | 0 % Heavy Veh| 13 13| | 23 23 | 4 Parking |Y 5 N | |Y 5 Y 5|N Y 5 Bus Stops | 10| | 0| 0 Con. Peds | 1090| 0| 0| %1100 Ped Button |(Y/N) N | |(Y/N) N |(Y/N) N Arr Type | 4 | | 3 | 3 RTOR Vols | 0| | 0| 0 Lost Time | 3.00 3.00| |3.00 3.00 | 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 41st Street Analyst: PJO File Name: 45-3&41M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.45) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2425 0.95 2553 TR 2611 5 1.100 1.000 2872 0.00 0.02 Right 55 0.95 58 EB Left 160 0.95 168 Thru 55 0.95 58 LT 226 1 1.000 1.000 226 0.74 0.00 WB Right 115 0.95 121 R 121 1 1.000 1.000 121 0.00 1.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.88 1.00 1.00 0.99 0.90 0.99 1.00 6901 EB LT 1900 1 0.97 0.81 1.00 0.85 1.00 0.90 1.00 0.96 1101 WB R 1900 1 0.97 0.96 1.00 0.88 1.00 0.90 0.33 1.00 454

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 41st Street Analyst: PJO File Name: 45-3&41M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.45) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 2872 6901 0.416 0.567 3911 0.734 * SB EB LT 226 1101 0.205 0.367 404 0.559 WB R 121 454 0.267 0.367 166 0.729 * Sum (v/s) critical = 0.683 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.731 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.734 0.567 11.0 0.649 3911 12 0.4 7.5 B 7.5 B SB EB LT 0.560 0.367 17.3 1.000 404 16 1.3 18.6 C 18.6 C WB R 0.727 0.367 18.7 1.000 166 16 9.8 28.5 D 28.5 D Intersection Delay = 9.1 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 42nd Street Analyst: PJO File Name: 46-3&42M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.46) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 5 1 | 0 0 0 | 0 > 2 0 | 0 2 1 Volumes | 295 2165 240| | 310 445 | 495 145 PHF or PK15|0.95 0.95 0.95| |0.95 0.95 | 0.95 0.95 Lane W (ft)| 10.0 10.0| | 10.0 | 10.0 10.0 Grade | 0 | | 0 | 0 % Heavy Veh| 11 11 11| | 12 12 | 7 7 Parking |Y 5 N | |N N |N N Bus Stops | 10| | 24| 24 Con. Peds | 1095| 1305| 0| %1125 Ped Button |(Y/N) N | |(Y/N) N |(Y/N) N Arr Type | 3 3| | 3 | 3 3 RTOR Vols | 0| | 0| 0 Lost Time |3.00 3.00 3.00| |3.00 3.00 | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left * * Thru * | Thru * * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 26.0P 9.0P Yellow/AR 5.0 |Yellow/AR 5.0 5.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 42nd Street Analyst: PJO File Name: 46-3&42M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.46) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 295 0.95 311 Thru 2165 0.95 2279 LT 2590 5 1.100 1.000 2849 0.12 0.00 Right 240 0.95 253 R 253 1 1.000 1.000 253 0.00 1.00 EB Left 310 0.95 326 Thru 445 0.95 468 LT 794 2 1.050 1.000 834 0.41 0.00 WB Thru 495 0.95 521 T 521 2 1.050 1.000 547 0.00 0.00 Right 145 0.95 153 R 153 1 1.000 1.000 153 0.00 1.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 5 0.93 0.90 1.00 0.98 1.00 0.90 1.00 0.91 6360 R 1900 1 0.93 0.90 1.00 1.00 0.96 0.90 0.33 1.00 454 EB LT 1900 2 0.93 0.89 1.00 1.00 0.95 0.90 1.00 0.77 2089 WB T 1900 2 0.93 0.93 1.00 1.00 1.00 0.90 1.00 1.00 2983 R 1900 1 0.93 0.93 1.00 1.00 0.90 0.90 0.31 1.00 424

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 42nd Street Analyst: PJO File Name: 46-3&42M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.46) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 2849 6360 0.448 0.467 2968 0.960 R 253 454 0.557 0.467 212 1.193 * SB EB LT 834 2089 0.399 0.467 975 0.855 * WB T 547 2983 0.183 0.311 928 0.589 R 153 424 0.361 0.311 132 1.159 Sum (v/s) critical = 0.957 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 1.025 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.960 0.467 17.6 1.000 2968 16 6.7 24.4 C * * R 1.194 0.467 * 1.000 212 16 * * * SB EB LT 0.856 0.467 16.2 1.000 975 16 5.4 21.6 C 21.6 C WB T 0.589 0.311 19.9 1.000 928 16 0.7 20.6 C * * R 1.160 0.311 * 1.000 132 16 * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 43rd Street Analyst: PJO File Name: 47-3&43M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.47) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 5 0 | 0 0 0 | 0 0 0 | 0 1 < 0 Volumes | 105 2515 | | | 90 200 PHF or PK15|0.95 0.95 | | | 0.95 0.95 Lane W (ft)| 10.0 | | | 15.0 Grade | 0 | | | 0 % Heavy Veh| 11 11 | | | 2 2 Parking |Y 5 N | | |Y 5 N Bus Stops | 10| | | 0 Con. Peds | 0| 1190| 0| %1145 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 4 | | | 3 RTOR Vols | 0| | | 0 Lost Time |3.00 3.00 | | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left Thru * | Thru Right | Right Peds * | Peds * | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 43rd Street Analyst: PJO File Name: 47-3&43M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.47) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 105 0.95 111 Thru 2515 0.95 2647 LT 2758 5 1.100 1.000 3034 0.04 0.00 WB Thru 90 0.95 95 TR 306 1 1.000 1.000 306 0.00 0.69 Right 200 0.95 211 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 5 0.93 0.90 1.00 1.00 0.99 0.90 1.00 0.97 6926 WB TR 1900 1 1.10 0.98 1.00 1.00 1.00 0.90 0.43 1.00 795

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 43rd Street Analyst: PJO File Name: 47-3&43M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.47) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 3034 6926 0.438 0.567 3925 0.773 * SB EB WB TR 306 795 0.385 0.367 292 1.048 * Sum (v/s) critical = 0.823 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.882 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.773 0.567 11.4 0.649 3925 12 0.5 7.9 B 7.9 B SB EB WB TR 1.050 0.367 21.7 1.000 292 16 56.2 77.9 F 77.9 F Intersection Delay = 14.4 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 44th Street Analyst: PJO File Name: 48-3&44M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.48) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 1 0 | 0 0 0 Volumes | 2505 205| | 110 85 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 10.0 | | 11.0 | Grade | 0 | | 0 | % Heavy Veh| 11 11| | 2 2 | Parking |Y 5 N | |Y 5 Y 5| Bus Stops | 10| | 0| Con. Peds | 1060| 0| 0| %1060 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 44th Street Analyst: PJO File Name: 48-3&44M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.48) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2505 0.95 2637 TR 2853 5 1.100 1.000 3138 0.00 0.08 Right 205 0.95 216 EB Left 110 0.95 116 Thru 85 0.95 89 LT 205 1 1.000 1.000 205 0.57 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.90 1.00 1.00 0.99 0.90 0.95 1.00 6778 EB LT 1900 1 0.97 0.98 1.00 0.85 1.00 0.90 1.00 0.54 741

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 44th Street Analyst: PJO File Name: 48-3&44M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.48) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 3138 6778 0.463 0.567 3841 0.817 * SB EB LT 205 741 0.277 0.367 272 0.754 * WB Sum (v/s) critical = 0.740 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.792 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.817 0.567 12.0 0.649 3841 12 0.8 8.5 B 8.5 B SB EB LT 0.755 0.367 19.0 1.000 272 16 7.7 26.7 D 26.7 D WB Intersection Delay = 9.7 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 45th Street Analyst: PJO File Name: 49-3&45M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.49) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 5 0 | 0 0 0 | 0 0 0 | 0 1 < 0 Volumes | 200 2410 | | | 215 140 PHF or PK15|0.95 0.95 | | | 0.95 0.95 Lane W (ft)| 10.0 | | | 15.0 Grade | 0 | | | 0 % Heavy Veh| 11 11 | | | 2 2 Parking |Y 5 N | | |Y 5 Y 5 Bus Stops | 10| | | 0 Con. Peds | 0| 1060| 0| %1090 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 4 | | | 3 RTOR Vols | 0| | | 0 Lost Time |3.00 3.00 | | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left Thru * | Thru Right | Right Peds * | Peds * | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-21-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 45th Street Analyst: PJO File Name: 49-3&45M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.49) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 200 0.95 211 Thru 2410 0.95 2537 LT 2748 5 1.100 1.000 3023 0.08 0.00 WB Thru 215 0.95 226 TR 373 1 1.000 1.000 373 0.00 0.39 Right 140 0.95 147 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 5 0.93 0.90 1.00 1.00 0.99 0.90 1.00 0.95 6773 WB TR 1900 1 1.10 0.98 1.00 0.85 1.00 0.90 0.64 1.00 1007

HCS: Signalized Intersection Version 2.4g 07-21-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 45th Street Analyst: PJO File Name: 49-3&45M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.49) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 3023 6773 0.446 0.567 3838 0.788 * SB EB WB TR 373 1007 0.370 0.367 369 1.011 * Sum (v/s) critical = 0.817 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.875 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.788 0.567 11.6 0.649 3838 12 0.6 8.1 B 8.1 B SB EB WB TR 1.010 0.367 21.7 1.000 369 16 38.8 60.4 F 60.4 F Intersection Delay = 13.9 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 46th Street (N-S) 3rd Avenue Analyst: PJO File Name: 50-3A46M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.50) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 2 0 | 0 0 0 | 0 5 < 0 | 0 0 0 Volumes | 160 390 | | 2330 240| PHF or PK15|0.95 0.95 | | 0.95 0.95| Lane W (ft)| 11.0 | | 12.0 | Grade | 0 | | 0 | % Heavy Veh| 2 2 | | 11 11| Parking |Y 5 N | |Y 5 N | Bus Stops | 0| | 10| Con. Peds | 0| 1115| 1060| 0 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 3 | | 4 | RTOR Vols | 0| | 0| Lost Time |3.00 3.00 | | 3.00 3.00| ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left * |NB Left Thru * | Thru * Right | Right * Peds * | Peds * | WB Left |SB Left Thru | Thru Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-21-2005 2 ======================================================================= Streets: (E-W) 46th Street (N-S) 3rd Avenue Analyst: PJO File Name: 50-3A46M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.50) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Left 160 0.95 168 Thru 390 0.95 411 LT 579 2 1.050 1.000 608 0.29 0.00 NB Thru 2330 0.95 2453 TR 2706 5 1.100 1.000 2977 0.00 0.09 Right 240 0.95 253 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB LT 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 1.00 0.80 2601 NB TR 1900 5 1.00 0.90 1.00 1.00 0.99 0.90 0.94 1.00 7173

HCS: Signalized Intersection Version 2.4g 07-21-2005 3 ======================================================================= Streets: (E-W) 46th Street (N-S) 3rd Avenue Analyst: PJO File Name: 50-3A46M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.50) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB LT 608 2601 0.234 0.467 1214 0.501 * WB NB TR 2977 7173 0.415 0.467 3347 0.889 * SB Sum (v/s) critical = 0.649 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.695 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB LT 0.501 0.467 12.7 1.000 1214 16 0.3 13.0 B 13.0 B WB NB TR 0.889 0.467 16.6 0.815 3347 12 1.9 15.4 C 15.4 C SB Intersection Delay = 15.0 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 47th Street (N-S) 3rd Avenue Analyst: PJO File Name: 51-3A47M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.51) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 1 < 0 | 0 > 5 0 | 0 0 0 Volumes | | 310 185| 315 2180 | PHF or PK15| | 0.95 0.95|0.95 0.95 | Lane W (ft)| | 15.0 | 12.0 | Grade | | 0 | 0 | % Heavy Veh| | 2 2| 11 11 | Parking | |Y 5 Y 5|Y 5 N | Bus Stops | | 0| 10| Con. Peds | 0| 1060| 0| %1060 Ped Button | |(Y/N) N |(Y/N) N | Arr Type | | 3 | 4 | RTOR Vols | | 0| 0| Lost Time | | 3.00 3.00|3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left * Thru | Thru * Right | Right Peds * | Peds * | WB Left |SB Left Thru * | Thru Right * | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-21-2005 2 ======================================================================= Streets: (E-W) 47th Street (N-S) 3rd Avenue Analyst: PJO File Name: 51-3A47M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.51) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Thru 310 0.95 326 TR 521 1 1.000 1.000 521 0.00 0.37 Right 185 0.95 195 NB Left 315 0.95 332 Thru 2180 0.95 2295 LT 2627 5 1.100 1.000 2890 0.13 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB TR 1900 1 1.10 0.98 1.00 0.85 1.00 0.90 0.66 1.00 1035 NB LT 1900 5 1.00 0.90 1.00 1.00 0.99 0.90 1.00 0.92 7009

HCS: Signalized Intersection Version 2.4g 07-21-2005 3 ======================================================================= Streets: (E-W) 47th Street (N-S) 3rd Avenue Analyst: PJO File Name: 51-3A47M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.51) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB TR 521 1035 0.503 0.467 483 1.079 * NB LT 2890 7009 0.412 0.467 3271 0.884 * SB Sum (v/s) critical = 0.916 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.981 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB TR 1.079 0.467 * 1.000 483 16 * * * * * NB LT 0.884 0.467 16.6 0.815 3271 12 1.8 15.3 C 15.3 C SB Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 07-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 48th Street Analyst: PJO File Name: 52-3&48M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.52) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 1 0 | 0 0 0 Volumes | 2220 145| | 220 240 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 10.0 | | 15.0 | Grade | 0 | | 0 | % Heavy Veh| 11 11| | 2 2 | Parking |Y 5 N | |Y 5 Y 5| Bus Stops | 10| | 0| Con. Peds | 1060| 0| 0| %1060 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-21-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 48th Street Analyst: PJO File Name: 52-3&48M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.52) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2220 0.95 2337 TR 2490 5 1.100 1.000 2739 0.00 0.06 Right 145 0.95 153 EB Left 220 0.95 232 Thru 240 0.95 253 LT 485 1 1.000 1.000 485 0.48 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.90 1.00 1.00 0.99 0.90 0.96 1.00 6845 EB LT 1900 1 1.10 0.98 1.00 0.85 1.00 0.90 1.00 0.59 931

HCS: Signalized Intersection Version 2.4g 07-21-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 48th Street Analyst: PJO File Name: 52-3&48M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.52) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 2739 6845 0.400 0.467 3194 0.858 * SB EB LT 485 931 0.521 0.467 434 1.118 * WB Sum (v/s) critical = 0.921 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.987 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.857 0.467 16.2 0.815 3194 12 1.4 14.6 B 14.6 B SB EB LT 1.116 0.467 * 1.000 434 16 * * * * * WB Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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Build Alternative 1 AM Peak Hour

HCS: Signalized Intersection Version 2.4g 07-20-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 48th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 35-LE48A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.35) LIRR 50th Street Alt.1 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 2 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 360 250| | | 145 1541 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 2 2| | | 9 9 Parking |Y 5 N | | |Y 5 N Bus Stops | 0| | | 25 Con. Peds | 1230| 0| 1145| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-20-2005 2 ======================================================================= Streets: (E-W) 48th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 35-LE48A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.35) LIRR 50th Street Alt.1 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 360 0.95 379 TR 642 2 1.050 1.000 674 0.00 0.41 Right 250 0.95 263 SB Left 145 0.95 153 Thru 1541 0.95 1622 LT 1775 3 1.100 1.000 1953 0.09 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 0.70 1.00 2264 SB LT 1900 3 0.93 0.92 1.00 1.00 0.97 0.90 1.00 0.94 3992

HCS: Signalized Intersection Version 2.4g 07-20-2005 3 ======================================================================= Streets: (E-W) 48th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 35-LE48A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.35) LIRR 50th Street Alt.1 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 674 2264 0.298 0.367 830 0.812 * WB NB SB LT 1953 3992 0.489 0.567 2262 0.863 * Sum (v/s) critical = 0.787 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.843 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.812 0.367 19.5 1.000 830 16 4.3 23.8 C 23.8 C WB NB SB LT 0.863 0.567 12.6 0.649 2262 12 2.0 10.2 B 10.2 B Intersection Delay = 13.7 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-20-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 47th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 36-LE47A.HC9 Area Type: CBD 6-26-5 AM Comment: 2010 Build Conditions (No.36) LIRR 50th Street Alt. 1 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 > 2 0 | 0 0 0 | 0 3 < 0 Volumes | | 125 565 | | 1586 205 PHF or PK15| |0.95 0.95 | | 0.95 0.95 Lane W (ft)| | 11.0 | | 10.0 Grade | | 0 | | 0 % Heavy Veh| | 2 2 | | 9 9 Parking | |N Y 5| |Y 5 Y 5 Bus Stops | | 0| | 25 Con. Peds | 1450| 0| 0| %1700 Ped Button | |(Y/N) N | |(Y/N) N Arr Type | | 3 | | 4 RTOR Vols | | 0| | 0 Lost Time | |3.00 3.00 | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * | WB Left * |SB Left Thru * | Thru * Right | Right * Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-20-2005 2 ======================================================================= Streets: (E-W) 47th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 36-LE47A.HC9 Area Type: CBD 6-26-5 AM Comment: 2010 Build Conditions (No.36) LIRR 50th Street Alt. 1 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Left 125 0.95 132 Thru 565 0.95 595 LT 727 2 1.050 1.000 763 0.18 0.00 SB Thru 1586 0.95 1669 TR 1885 3 1.100 1.000 2074 0.00 0.11 Right 205 0.95 216 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB LT 1900 2 0.97 0.98 1.00 0.94 1.00 0.90 1.00 0.85 2575 SB TR 1900 3 0.93 0.92 1.00 0.95 0.97 0.90 0.89 1.00 3590

HCS: Signalized Intersection Version 2.4g 07-20-2005 3 ======================================================================= Streets: (E-W) 47th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 36-LE47A.HC9 Area Type: CBD 6-26-5 AM Comment: 2010 Build Conditions (No.36) LIRR 50th Street Alt. 1 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB LT 763 2575 0.296 0.367 944 0.808 * NB SB TR 2074 3590 0.578 0.567 2034 1.020 * Sum (v/s) critical = 0.874 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.936 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB LT 0.808 0.367 19.5 1.000 944 16 3.7 23.2 C 23.2 C NB SB TR 1.019 0.567 14.8 0.649 2034 12 17.9 27.5 D 27.5 D Intersection Delay = 26.3 sec/veh Intersection LOS = D

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HCS: Signalized Intersection Version 2.4g 07-20-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 46th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 37-LE46A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.37) LIRR 50th Street Alt. 1 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 1 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 315 90| | | 115 1596 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 15.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 2 2| | | 9 9 Parking |Y 5 N | | |Y 5 N Bus Stops | 0| | | 25 Con. Peds | 1210| 0| 1135| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-20-2005 2 ======================================================================= Streets: (E-W) 46th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 37-LE46A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.37) LIRR 50th Street Alt. 1 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 315 0.95 332 TR 427 1 1.000 1.000 427 0.00 0.22 Right 90 0.95 95 SB Left 115 0.95 121 Thru 1596 0.95 1680 LT 1801 3 1.100 1.000 1981 0.07 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 1 1.10 0.98 1.00 1.00 1.00 0.90 0.74 1.00 1368 SB LT 1900 3 0.93 0.92 1.00 1.00 0.97 0.90 1.00 0.95 4049

HCS: Signalized Intersection Version 2.4g 07-20-2005 3 ======================================================================= Streets: (E-W) 46th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 37-LE46A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.37) LIRR 50th Street Alt. 1 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 427 1368 0.312 0.367 502 0.851 * WB NB SB LT 1981 4049 0.489 0.567 2294 0.864 * Sum (v/s) critical = 0.801 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.859 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.851 0.367 19.9 1.000 502 16 9.2 29.1 D 29.1 D WB NB SB LT 0.863 0.567 12.6 0.649 2294 12 2.0 10.2 B 10.2 B Intersection Delay = 13.5 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-20-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 45th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 38-LX45A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.38) LIRR 50th ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 > 2 0 | 0 0 0 | 0 3 < 0 Volumes | | 225 300 | | 1511 195 PHF or PK15| |0.95 0.95 | | 0.95 0.95 Lane W (ft)| | 11.0 | | 10.0 Grade | | 0 | | 0 % Heavy Veh| | 2 2 | | 9 9 Parking | |N Y 5| |Y 5 N Bus Stops | | 0| | 25 Con. Peds | 1660| 0| 0| %1700 Ped Button | |(Y/N) N | |(Y/N) N Arr Type | | 3 | | 4 RTOR Vols | | 0| | 0 Lost Time | |3.00 3.00 | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * | WB Left * |SB Left Thru * | Thru * Right | Right * Peds | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 41.0P 8.0P Yellow/AR 5.0 |Yellow/AR 5.0 0.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 07-20-2005 2 ======================================================================= Streets: (E-W) 45th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 38-LX45A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.38) LIRR 50th ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Left 225 0.95 237 Thru 300 0.95 316 LT 553 2 1.050 1.000 581 0.43 0.00 SB Thru 1511 0.95 1591 TR 1796 3 1.100 1.000 1976 0.00 0.11 Right 195 0.95 205 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB LT 1900 2 0.97 0.98 1.00 0.94 1.00 0.90 1.00 0.60 1814 SB TR 1900 3 0.93 0.92 1.00 1.00 0.97 0.90 0.89 1.00 3781

HCS: Signalized Intersection Version 2.4g 07-20-2005 3 ======================================================================= Streets: (E-W) 45th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 38-LX45A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.38) LIRR 50th ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB LT 581 1814 0.320 0.367 665 0.874 * NB SB TR 1976 3781 0.523 0.478 1806 1.094 * Sum (v/s) critical = 0.843 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.903 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB LT 0.874 0.367 20.2 1.000 665 16 8.7 28.9 D 28.9 D NB SB TR 1.094 0.478 * 0.799 1806 12 * * * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 07-20-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 44th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 39-LX44A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.39) LIRR 50th Street Alt. 1 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 0 0 | 0 0 0 | 0 > 4 0 Volumes | | | | 160 1576 PHF or PK15| | | |0.95 0.95 Lane W (ft)| | | | 10.0 Grade | | | | 0 % Heavy Veh| | | | 14 14 Parking | | | |Y 5 N Bus Stops | | | | 25 Con. Peds | 0| 0| 1410| 0 Ped Button | | | |(Y/N) N Arr Type | | | | 4 RTOR Vols | | | | 0 Lost Time | | | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 39.0P 10.0P Yellow/AR 5.0 |Yellow/AR 5.0 0.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 07-20-2005 2 ======================================================================= Streets: (E-W) 44th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 39-LX44A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.39) LIRR 50th Street Alt. 1 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- SB Left 160 0.95 168 Thru 1576 0.95 1659 LT 1827 4 1.100 1.000 2010 0.09 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- SB LT 1900 4 0.93 0.88 1.00 1.00 0.98 0.90 1.00 0.92 5048

HCS: Signalized Intersection Version 2.4g 07-20-2005 3 ======================================================================= Streets: (E-W) 44th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 39-LX44A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.39) LIRR 50th Street Alt. 1 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB NB SB LT 2010 5048 0.398 0.456 2300 0.874 * Sum (v/s) critical = 0.398 Lost Time/Cycle, L = 3.0 sec Critical v/c(x) = 0.412 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB NB SB LT 0.874 0.456 16.8 0.829 2300 12 2.2 16.2 C 16.2 C Intersection Delay = 16.2 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 07-20-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 43rd Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 40-LX43A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.40) LIRR 50th ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 2 0 0 | 0 0 0 | 0 3 0 Volumes | | 195 | | 1576 PHF or PK15| |0.95 | | 0.95 Lane W (ft)| |11.0 | | 10.0 Grade | | 0 | | 0 % Heavy Veh| | 2 | | 14 Parking | |Y 5 N | |Y 5 N Bus Stops | | 0| | 25 Con. Peds | 1700| 0| 0| 0 Ped Button | |(Y/N) N | |(Y/N) N Arr Type | | 3 | | 4 RTOR Vols | | 0| | 0 Lost Time | |3.00 | | 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * * | WB Left * |SB Left Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 39.0P 10.0P Yellow/AR 5.0 |Yellow/AR 5.0 0.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 07-20-2005 2 ======================================================================= Streets: (E-W) 43rd Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 40-LX43A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.40) LIRR 50th ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Left 195 0.95 205 L 205 2 1.030 1.000 211 1.00 0.00 SB Thru 1576 0.95 1659 T 1659 3 1.100 1.000 1825 0.00 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB L 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 1.00 0.05 162 SB T 1900 3 0.93 0.88 1.00 1.00 0.97 0.90 1.00 1.00 4060

HCS: Signalized Intersection Version 2.4g 07-20-2005 3 ======================================================================= Streets: (E-W) 43rd Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 40-LX43A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.40) LIRR 50th ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB L 211 162 1.302 0.367 59 3.576 * NB SB T 1825 4060 0.450 0.456 1850 0.986 * Sum (v/s) critical = 1.752 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 1.877 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB L 3.552 0.367 * 1.000 59 16 * * * * * NB SB T 0.987 0.456 18.4 0.829 1850 12 11.4 26.7 D 26.7 D Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 07-20-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 41-LX42A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.41) LIRR 50th ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 2 < 0 | 0 > 2 0 | 0 0 0 | 0 > 3 < 0 Volumes | 565 190| 10 875 | | 155 1546 70 PHF or PK15| 0.95 0.95|0.95 0.95 | |0.95 0.95 0.95 Lane W (ft)| 10.0 | 10.0 | | 10.5 Grade | 0 | 0 | | 0 % Heavy Veh| 14 14| 12 12 | | 14 14 14 Parking |N N |N N | |Y 5 N Bus Stops | 50| 50| | 25 Con. Peds | 1700| 0| 1700| %1700 Ped Button |(Y/N) N |(Y/N) N | |(Y/N) N Arr Type | 3 | 3 | | 3 RTOR Vols | 0| 0| | 0 Lost Time | 3.00 3.00|3.00 3.00 | |3.00 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left * |SB Left * Thru * | Thru * Right | Right * Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 35.0P |Green 45.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-20-2005 2 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 41-LX42A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.41) LIRR 50th ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 565 0.95 595 TR 795 2 1.050 1.000 835 0.00 0.25 Right 190 0.95 200 WB Left 10 0.95 11 Thru 875 0.95 921 LT 932 2 1.050 1.000 979 0.01 0.00 SB Left 155 0.95 163 Thru 1546 0.95 1627 LTR 1864 3 1.100 1.000 2050 0.09 0.04 Right 70 0.95 74 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 2 0.93 0.88 1.00 1.00 0.90 0.90 0.76 1.00 1912 WB LT 1900 2 0.93 0.89 1.00 1.00 0.90 0.90 1.00 0.90 2301 SB LTR 1900 3 0.95 0.88 1.00 1.00 0.97 0.90 0.96 0.92 3642

HCS: Signalized Intersection Version 2.4g 07-20-2005 3 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 41-LX42A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.41) LIRR 50th ======================================================================= Supplemental Permitted LT Worksheet APPROACH WB Cycle Length, C 90 Actual Green Time for Lane Group, G 35 Effective Green Time for Lane Group, g 37 Opposing Effective Green Time, go 37 Number of Opposing Lanes, No 2 Number of Lanes in Lane Group, N 2 Adjusted Left-Turn Flow Rate, Vlt 12 Proportion of Left Turns in Lane Group, Plt 0.01 Left Turns per Cycle: LTC=Vlt*C/3600 0.30 Adjusted Opposing Flow Rate, Vo 835 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600No 10.44 Opposing Platoon Ratio, Rpo 1 Lost time per phase, tl 3 gf=Gexp(-0.882*LTC^0.717)-tl 21.13 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.59 gq = Volc * qro / (.5 - Volc * (1 - qro) / go)-tl 13.01 gu=g-gq (or g-gf) 15.87 fs=(875-0.625Vo)/1000 0.35 Pl=Plt[1+{(N-1)g/(fs*gu+4.5)}] 0.06 El1 7.75 fmin 0.06 fm,(min=fmin;max=1.00) 0.88 flt=[fm+0.91(N-1)]/N 0.90

HCS: Signalized Intersection Version 2.4g 07-20-2005 4 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 41-LX42A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.41) LIRR 50th ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 835 1912 0.437 0.411 786 1.062 * WB LT 979 2301 0.425 0.411 946 1.035 NB SB LTR 2050 3642 0.563 0.522 1902 1.078 * Sum (v/s) critical = 1.000 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 1.071 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 1.062 0.411 * 1.000 786 16 * * * * * WB LT 1.035 0.411 20.1 1.000 946 16 31.8 52.0 E 52.0 E NB SB LTR 1.078 0.522 * 1.000 1902 16 * * * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 07-20-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 41st Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 42-LE41A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.42) LIRR 50th Street Alt.1 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 1 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 145 100| | | 90 1656 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 16 16| | | 13 13 Parking |Y 5 Y 5| | |Y 5 N Bus Stops | 0| | | 25 Con. Peds | 1170| 0| 1150| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 35.0P |Green 45.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-20-2005 2 ======================================================================= Streets: (E-W) 41st Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 42-LE41A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.42) LIRR 50th Street Alt.1 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 145 0.95 153 TR 258 1 1.000 1.000 258 0.00 0.41 Right 100 0.95 105 SB Left 90 0.95 95 Thru 1656 0.95 1743 LT 1838 3 1.100 1.000 2022 0.05 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 1 0.97 0.86 1.00 0.85 1.00 0.90 0.62 1.00 749 SB LT 1900 3 0.93 0.88 1.00 1.00 0.97 0.90 1.00 0.96 3948

HCS: Signalized Intersection Version 2.4g 07-20-2005 3 ======================================================================= Streets: (E-W) 41st Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 42-LE41A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.42) LIRR 50th Street Alt.1 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 258 749 0.344 0.411 308 0.838 * WB NB SB LT 2022 3948 0.512 0.522 2062 0.981 * Sum (v/s) critical = 0.857 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.918 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.838 0.411 18.1 1.000 308 16 12.4 30.5 D 30.5 D WB NB SB LT 0.981 0.522 16.0 0.731 2062 12 9.8 21.5 C 21.5 C Intersection Delay = 22.5 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 07-20-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 40th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 43-LEX~1.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.43) LIRR 50th Street Alt. 1 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 2 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 315 175| | | 85 1671 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 7 7| | | 13 13 Parking |N Y 5| | |Y 5 N Bus Stops | 0| | | 25 Con. Peds | 1060| 0| 1140| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-20-2005 2 ======================================================================= Streets: (E-W) 40th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 43-LEX~1.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.43) LIRR 50th Street Alt. 1 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 315 0.95 332 TR 516 2 1.050 1.000 542 0.00 0.36 Right 175 0.95 184 SB Left 85 0.95 89 Thru 1671 0.95 1759 LT 1848 3 1.100 1.000 2033 0.05 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 2 0.97 0.93 1.00 0.94 1.00 0.90 0.77 1.00 2220 SB LT 1900 3 0.93 0.88 1.00 1.00 0.97 0.90 1.00 0.97 3959

HCS: Signalized Intersection Version 2.4g 07-20-2005 3 ======================================================================= Streets: (E-W) 40th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 43-LEX~1.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.43) LIRR 50th Street Alt. 1 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 542 2220 0.244 0.367 814 0.666 * WB NB SB LT 2033 3959 0.514 0.567 2243 0.906 * Sum (v/s) critical = 0.758 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.812 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.666 0.367 18.1 1.000 814 16 1.5 19.6 C 19.6 C WB NB SB LT 0.906 0.567 13.2 0.649 2243 12 3.3 11.8 B 11.8 B Intersection Delay = 13.5 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-20-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 40th Street Analyst: CF/DW File Name: 44-3&40A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.44) LIRR 50th Street Alt. 1 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 2 0 | 0 0 0 Volumes | 2246 105| | 200 200 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 10.0 | | 10.0 | Grade | 0 | | 0 | % Heavy Veh| 12 12| | 11 11 | Parking |Y 5 N | |N Y 5| Bus Stops | 23| | 0| Con. Peds | 1120| 0| 0| %1130 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-20-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 40th Street Analyst: CF/DW File Name: 44-3&40A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.44) LIRR 50th Street Alt. 1 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2246 0.95 2364 TR 2475 5 1.100 1.000 2723 0.00 0.04 Right 105 0.95 111 EB Left 200 0.95 211 Thru 200 0.95 211 LT 422 2 1.050 1.000 443 0.50 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.89 1.00 1.00 0.98 0.90 0.97 1.00 6780 EB LT 1900 2 0.93 0.90 1.00 0.94 1.00 0.90 1.00 0.66 1768

HCS: Signalized Intersection Version 2.4g 07-20-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 40th Street Analyst: CF/DW File Name: 44-3&40A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.44) LIRR 50th Street Alt. 1 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 2723 6780 0.402 0.567 3842 0.709 * SB EB LT 443 1768 0.251 0.367 648 0.684 * WB Sum (v/s) critical = 0.652 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.699 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.709 0.567 10.7 0.649 3842 12 0.3 7.3 B 7.3 B SB EB LT 0.683 0.367 18.3 1.000 648 16 2.1 20.4 C 20.4 C WB Intersection Delay = 9.1 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-20-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 41st Street Analyst: CF/DW File Name: 45-3&41A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.45) LIRR 50th ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 2 0 | 0 0 2 Volumes | 2406 40| | 130 105 | 260 PHF or PK15| 0.95 0.95| |0.95 0.95 | 0.95 Lane W (ft)| 10.0 | | 11.0 | 8.5 Grade | 0 | | 0 | 0 % Heavy Veh| 12 12| | 13 13 | 7 Parking |Y 5 N | |N Y 5|N Y 5 Bus Stops | 23| | 0| 0 Con. Peds | 1130| 0| 0| %1170 Ped Button |(Y/N) N | |(Y/N) N |(Y/N) N Arr Type | 4 | | 3 | 3 RTOR Vols | 0| | 0| 0 Lost Time | 3.00 3.00| |3.00 3.00 | 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-20-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 41st Street Analyst: CF/DW File Name: 45-3&41A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.45) LIRR 50th ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2406 0.95 2533 TR 2575 5 1.100 1.000 2833 0.00 0.02 Right 40 0.95 42 EB Left 130 0.95 137 Thru 105 0.95 111 LT 248 2 1.050 1.000 260 0.55 0.00 WB Right 260 0.95 274 R 274 2 1.130 1.000 310 0.00 1.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.89 1.00 1.00 0.98 0.90 0.99 1.00 6915 EB LT 1900 2 0.97 0.88 1.00 0.94 1.00 0.90 1.00 0.97 2669 WB R 1900 2 0.88 0.93 1.00 0.94 1.00 0.90 0.29 1.00 775

HCS: Signalized Intersection Version 2.4g 07-20-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 41st Street Analyst: CF/DW File Name: 45-3&41A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.45) LIRR 50th ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 2833 6915 0.410 0.567 3918 0.723 * SB EB LT 260 2669 0.097 0.367 979 0.266 WB R 310 775 0.400 0.367 284 1.092 * Sum (v/s) critical = 0.810 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.868 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.723 0.567 10.9 0.649 3918 12 0.4 7.4 B 7.4 B SB EB LT 0.266 0.367 15.2 1.000 979 16 0.0 15.2 C 15.2 C WB R 1.091 0.367 * 1.000 284 16 * * * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 07-20-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 42nd Street Analyst: CF/DW File Name: 46-3&42A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.46) LIRR 50th ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 5 1 | 0 0 0 | 0 > 2 0 | 0 2 1 Volumes | 265 2396 135| | 175 475 | 620 125 PHF or PK15|0.95 0.95 0.95| |0.95 0.95 | 0.95 0.95 Lane W (ft)| 10.0 10.0| | 10.0 | 10.0 10.0 Grade | 0 | | 0 | 0 % Heavy Veh| 12 12 12| | 13 13 | 9 9 Parking |Y 5 N | |N N |N N Bus Stops | 23| | 50| 50 Con. Peds | 1140| 1645| 0| %1455 Ped Button |(Y/N) N | |(Y/N) N |(Y/N) N Arr Type | 3 3| | 3 | 3 3 RTOR Vols | 0| | 0| 0 Lost Time |3.00 3.00 3.00| |3.00 3.00 | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left * * Thru * | Thru * * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 26.0P 9.0P Yellow/AR 5.0 |Yellow/AR 5.0 5.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 07-20-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 42nd Street Analyst: CF/DW File Name: 46-3&42A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.46) LIRR 50th ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 265 0.95 279 Thru 2396 0.95 2522 LT 2801 5 1.100 1.000 3081 0.10 0.00 Right 135 0.95 142 R 142 1 1.000 1.000 142 0.00 1.00 EB Left 175 0.95 184 Thru 475 0.95 500 LT 684 2 1.050 1.000 718 0.27 0.00 WB Thru 620 0.95 653 T 653 2 1.050 1.000 686 0.00 0.00 Right 125 0.95 132 R 132 1 1.000 1.000 132 0.00 1.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 5 0.93 0.89 1.00 0.98 1.00 0.90 1.00 0.91 6301 R 1900 1 0.93 0.89 1.00 1.00 0.91 0.90 0.31 1.00 397 EB LT 1900 2 0.93 0.88 1.00 1.00 0.90 0.90 1.00 0.80 2030 WB T 1900 2 0.93 0.92 1.00 1.00 1.00 0.90 1.00 1.00 2928 R 1900 1 0.93 0.92 1.00 1.00 0.80 0.90 0.16 1.00 184

HCS: Signalized Intersection Version 2.4g 07-20-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 42nd Street Analyst: CF/DW File Name: 46-3&42A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.46) LIRR 50th ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 3081 6301 0.489 0.467 2940 1.048 * R 142 397 0.358 0.467 185 0.768 SB EB LT 718 2030 0.354 0.467 947 0.758 * WB T 686 2928 0.234 0.311 911 0.753 R 132 184 0.717 0.311 57 2.316 Sum (v/s) critical = 0.843 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.903 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 1.048 0.467 18.2 1.000 2940 16 26.0 44.3 E 43.5 E R 0.766 0.467 15.1 1.000 185 16 11.6 26.7 D SB EB LT 0.758 0.467 15.1 1.000 947 16 2.5 17.5 C 17.5 C WB T 0.753 0.311 21.2 1.000 911 16 2.5 23.7 C * * R 2.306 0.311 * 1.000 57 16 * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 43rd Street Analyst: CF/Dw File Name: 47-3&43A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.47) LIRR 50th ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 5 0 | 0 0 0 | 0 0 0 | 0 1 < 0 Volumes | 70 2646 | | | 105 230 PHF or PK15|0.95 0.95 | | | 0.95 0.95 Lane W (ft)| 10.0 | | | 15.0 Grade | 0 | | | 0 % Heavy Veh| 14 14 | | | 2 2 Parking |Y 5 N | | |Y 5 N Bus Stops | 23| | | 0 Con. Peds | 0| 1370| 0| %1260 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 4 | | | 3 RTOR Vols | 0| | | 0 Lost Time |3.00 3.00 | | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left Thru * | Thru Right | Right Peds * | Peds * | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 43rd Street Analyst: CF/Dw File Name: 47-3&43A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.47) LIRR 50th ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 70 0.95 74 Thru 2646 0.95 2785 LT 2859 5 1.100 1.000 3145 0.03 0.00 WB Thru 105 0.95 111 TR 353 1 1.000 1.000 353 0.00 0.69 Right 230 0.95 242 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 5 0.93 0.88 1.00 1.00 0.98 0.90 1.00 0.98 6728 WB TR 1900 1 1.10 0.98 1.00 1.00 1.00 0.90 0.40 1.00 730

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 43rd Street Analyst: CF/Dw File Name: 47-3&43A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.47) LIRR 50th ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 3145 6728 0.467 0.567 3813 0.825 * SB EB WB TR 353 730 0.484 0.367 268 1.317 * Sum (v/s) critical = 0.951 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 1.019 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.825 0.567 12.1 0.649 3813 12 0.9 8.7 B 8.7 B SB EB WB TR 1.319 0.367 * 1.000 268 16 * * * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 44rd Street Analyst: CF/DW File Name: 48-3&44A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.48) LIRR 50th Street Alt. 1 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 1 0 | 0 0 0 Volumes | 2666 230| | 105 55 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 10.0 | | 11.0 | Grade | 0 | | 0 | % Heavy Veh| 14 14| | 2 2 | Parking |Y 5 N | |Y 5 Y 5| Bus Stops | 23| | 0| Con. Peds | 1090| 0| 0| %1060 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 44rd Street Analyst: CF/DW File Name: 48-3&44A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.48) LIRR 50th Street Alt. 1 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2666 0.95 2806 TR 3048 5 1.100 1.000 3353 0.00 0.08 Right 230 0.95 242 EB Left 105 0.95 111 Thru 55 0.95 58 LT 169 1 1.000 1.000 169 0.66 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.88 1.00 1.00 0.98 0.90 0.95 1.00 6506 EB LT 1900 1 0.97 0.98 1.00 0.85 1.00 0.90 1.00 0.48 661

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 44rd Street Analyst: CF/DW File Name: 48-3&44A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.48) LIRR 50th Street Alt. 1 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 3353 6506 0.515 0.567 3687 0.909 * SB EB LT 169 661 0.256 0.367 242 0.698 * WB Sum (v/s) critical = 0.771 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.826 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.909 0.567 13.3 0.649 3687 12 2.2 10.8 B 10.8 B SB EB LT 0.697 0.367 18.4 1.000 242 16 5.7 24.2 C 24.2 C WB Intersection Delay = 11.4 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 45th Street Analyst: CF/DW File Name: 49-3&45A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.49) LIRR 50th ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 5 0 | 0 0 0 | 0 0 0 | 0 1 1 Volumes | 205 2566 | | | 320 155 PHF or PK15|0.95 0.95 | | | 0.95 0.95 Lane W (ft)| 10.0 | | | 10.0 10.0 Grade | 0 | | | 0 % Heavy Veh| 14 14 | | | 2 2 Parking |Y 5 N | | |Y 5 Y 5 Bus Stops | 23| | | 0 Con. Peds | 0| 1095| 0| %1130 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 4 | | | 3 3 RTOR Vols | 0| | | 0 Lost Time |3.00 3.00 | | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left Thru * | Thru Right | Right Peds * | Peds * | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 45th Street Analyst: CF/DW File Name: 49-3&45A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.49) LIRR 50th ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 205 0.95 216 Thru 2566 0.95 2701 LT 2917 5 1.100 1.000 3209 0.07 0.00 WB Thru 320 0.95 337 T 337 1 1.000 1.000 337 0.00 0.00 Right 155 0.95 163 R 163 1 1.000 1.000 163 0.00 1.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 5 0.93 0.88 1.00 1.00 0.98 0.90 1.00 0.95 6530 WB T 1900 1 0.93 0.98 1.00 0.88 1.00 0.90 1.00 1.00 1369 R 1900 1 0.93 0.98 1.00 0.88 1.00 0.90 0.31 1.00 427

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 45th Street Analyst: CF/DW File Name: 49-3&45A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.49) LIRR 50th ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 3209 6530 0.491 0.567 3700 0.867 * SB EB WB T 337 1369 0.246 0.367 502 0.671 R 163 427 0.382 0.367 157 1.038 * Sum (v/s) critical = 0.873 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.936 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.867 0.567 12.6 0.649 3700 12 1.3 9.5 B 9.5 B SB EB WB T 0.671 0.367 18.2 1.000 502 16 2.4 20.6 C 43.6 E R 1.041 0.367 21.7 1.000 157 16 69.3 91.0 F Intersection Delay = 14.1 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 46th Street (N-S) 3rd Avenue Analyst: MD/Dw File Name: 50-3A46A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.50) LIRR 50th ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 1 0 | 0 0 0 | 0 5 < 0 | 0 0 0 Volumes | 145 245 | | 2511 210| PHF or PK15|0.95 0.95 | | 0.95 0.95| Lane W (ft)| 15.0 | | 12.0 | Grade | 0 | | 0 | % Heavy Veh| 2 2 | | 14 14| Parking |Y 5 Y 5| |Y 5 N | Bus Stops | 0| | 23| Con. Peds | 0| 1180| 1110| 0 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 3 | | 4 | RTOR Vols | 0| | 0| Lost Time |3.00 3.00 | | 3.00 3.00| ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left * |NB Left Thru * | Thru * Right | Right * Peds * | Peds * | WB Left |SB Left Thru | Thru Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (E-W) 46th Street (N-S) 3rd Avenue Analyst: MD/Dw File Name: 50-3A46A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.50) LIRR 50th ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Left 145 0.95 153 Thru 245 0.95 258 LT 411 1 1.000 1.000 411 0.37 0.00 NB Thru 2511 0.95 2643 TR 2864 5 1.100 1.000 3150 0.00 0.08 Right 210 0.95 221 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB LT 1900 1 1.10 0.98 1.00 0.85 1.00 0.90 1.00 0.64 1004 NB TR 1900 5 1.00 0.88 1.00 1.00 0.98 0.90 0.95 1.00 6977

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (E-W) 46th Street (N-S) 3rd Avenue Analyst: MD/Dw File Name: 50-3A46A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.50) LIRR 50th ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB LT 411 1004 0.409 0.367 368 1.117 * WB NB TR 3150 6977 0.451 0.567 3954 0.797 * SB Sum (v/s) critical = 0.861 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.922 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB LT 1.116 0.367 * 1.000 368 16 * * * * * WB NB TR 0.797 0.567 11.7 0.649 3954 12 0.6 8.2 B 8.2 B SB Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 47th Street (N-S) 3rd Avenue Analyst: CF/DW File Name: 51-3A47A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.51) LIRR 50th Street Alt. 1 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 2 < 0 | 0 > 5 0 | 0 0 0 Volumes | | 390 160| 300 2376 | PHF or PK15| | 0.95 0.95|0.95 0.95 | Lane W (ft)| | 11.0 | 12.0 | Grade | | 0 | 0 | % Heavy Veh| | 2 2| 14 14 | Parking | |Y 5 N |Y 5 N | Bus Stops | | 0| 23| Con. Peds | 0| 1060| 0| %1240 Ped Button | |(Y/N) N |(Y/N) N | Arr Type | | 3 | 4 | RTOR Vols | | 0| 0| Lost Time | | 3.00 3.00|3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left * Thru | Thru * Right | Right Peds * | Peds * | WB Left |SB Left Thru * | Thru Right * | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (E-W) 47th Street (N-S) 3rd Avenue Analyst: CF/DW File Name: 51-3A47A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.51) LIRR 50th Street Alt. 1 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Thru 390 0.95 411 TR 579 2 1.050 1.000 608 0.00 0.29 Right 160 0.95 168 NB Left 300 0.95 316 Thru 2376 0.95 2501 LT 2817 5 1.100 1.000 3099 0.11 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB TR 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 0.81 1.00 2625 NB LT 1900 5 1.00 0.88 1.00 1.00 0.98 0.90 1.00 0.92 6750

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (E-W) 47th Street (N-S) 3rd Avenue Analyst: CF/DW File Name: 51-3A47A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.51) LIRR 50th Street Alt. 1 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB TR 608 2625 0.232 0.367 962 0.632 * NB LT 3099 6750 0.459 0.567 3825 0.810 * SB Sum (v/s) critical = 0.691 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.740 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB TR 0.632 0.367 17.9 1.000 962 16 1.0 18.8 C 18.8 C NB LT 0.810 0.567 11.9 0.649 3825 12 0.7 8.4 B 8.4 B SB Intersection Delay = 10.2 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 48th Street Analyst: CF/Dw File Name: 52-3&48A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.52) LIRR 50th ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 1 0 | 0 0 0 Volumes | 2386 150| | 175 290 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 11.0 | | 15.0 | Grade | 0 | | 0 | % Heavy Veh| 14 14| | 2 2 | Parking |Y 5 N | |Y 5 Y 5| Bus Stops | 23| | 0| Con. Peds | 1140| 0| 0| %1080 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 48th Street Analyst: CF/Dw File Name: 52-3&48A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.52) LIRR 50th ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2386 0.95 2512 TR 2670 5 1.100 1.000 2937 0.00 0.06 Right 150 0.95 158 EB Left 175 0.95 184 Thru 290 0.95 305 LT 489 1 1.000 1.000 489 0.38 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.97 0.88 1.00 1.00 0.98 0.90 0.96 1.00 6825 EB LT 1900 1 1.10 0.98 1.00 0.85 1.00 0.90 1.00 0.66 1028

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 48th Street Analyst: CF/Dw File Name: 52-3&48A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.52) LIRR 50th ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 2937 6825 0.430 0.567 3868 0.759 * SB EB LT 489 1028 0.476 0.367 377 1.297 * WB Sum (v/s) critical = 0.906 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.971 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.759 0.567 11.3 0.649 3868 12 0.5 7.8 B 7.8 B SB EB LT 1.297 0.367 * 1.000 377 16 * * * * * WB Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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Build Alternative 1 Midday Peak Hour

HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 40th Street Analyst: PJO/DW File Name: 13-MD40M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.13) LIRR 50th Street Alt.1 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 3 < 0 | 0 0 0 | 0 > 2 0 | 0 0 0 Volumes | 1362 115| | 135 320 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 11.0 | | 11.0 | Grade | 0 | | 0 | % Heavy Veh| 12 12| | 10 10 | Parking |Y 5 Y 5| |N Y 5| Bus Stops | 31| | 0| Con. Peds | 1230| 0| 0| %1160 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds | SB Left |WB Left Thru | Thru Right | Right Peds | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 40th Street Analyst: PJO/DW File Name: 13-MD40M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.13) LIRR 50th Street Alt.1 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 1362 0.95 1434 TR 1555 3 1.100 1.000 1711 0.00 0.08 Right 115 0.95 121 EB Left 135 0.95 142 Thru 320 0.95 337 LT 479 2 1.050 1.000 503 0.30 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 3 0.97 0.89 1.00 0.95 0.96 0.90 0.94 1.00 3802 EB LT 1900 2 0.97 0.91 1.00 0.94 1.00 0.90 1.00 0.79 2231

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 40th Street Analyst: PJO/DW File Name: 13-MD40M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.13) LIRR 50th Street Alt.1 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 1711 3802 0.450 0.467 1774 0.964 * SB EB LT 503 2231 0.225 0.467 1041 0.483 * WB Sum (v/s) critical = 0.675 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.724 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.964 0.467 17.7 0.815 1774 12 8.5 22.9 C 22.9 C SB EB LT 0.483 0.467 12.6 1.000 1041 16 0.3 12.8 B 12.8 B WB Intersection Delay = 20.6 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 41st Street Analyst: PJO/DW File Name: 14-MD41M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.14) LIRR 50th Street Alt.1 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 3 < 0 | 0 0 0 | 0 > 1 0 | 0 0 0 Volumes | 1417 75| | 85 105 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 11.0 | | 11.0 | Grade | 0 | | 0 | % Heavy Veh| 12 12| | 18 18 | Parking |Y 5 Y 5| |Y 5 Y 5| Bus Stops | 31| | 0| Con. Peds | 1340| 0| 0| %1245 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds | SB Left |WB Left Thru | Thru Right | Right Peds | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 41st Street Analyst: PJO/DW File Name: 14-MD41M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.14) LIRR 50th Street Alt.1 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 1417 0.95 1492 TR 1571 3 1.100 1.000 1728 0.00 0.05 Right 75 0.95 79 EB Left 85 0.95 89 Thru 105 0.95 111 LT 200 1 1.000 1.000 200 0.44 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 3 0.97 0.89 1.00 0.95 0.96 0.90 0.96 1.00 3873 EB LT 1900 1 0.97 0.85 1.00 0.85 1.00 0.90 1.00 0.58 686

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 41st Street Analyst: PJO/DW File Name: 14-MD41M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.14) LIRR 50th Street Alt.1 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 1728 3873 0.446 0.467 1807 0.956 * SB EB LT 200 686 0.292 0.467 320 0.625 * WB Sum (v/s) critical = 0.738 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.790 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.956 0.467 17.6 0.815 1807 12 7.4 21.7 C 21.7 C SB EB LT 0.625 0.467 13.7 1.000 320 16 2.7 16.4 C 16.4 C WB Intersection Delay = 21.2 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 42nd Street Analyst: PJO/DW File Name: 15-MD42M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.15) LIRR 50th ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 3 < 0 | 0 0 0 | 0 > 2 0 | 0 2 0 Volumes | 50 1392 65| | 25 710 | 825 PHF or PK15|0.95 0.95 0.95| |0.95 0.95 | 0.95 Lane W (ft)| 11.0 | | 9.0 | 9.0 Grade | 0 | | 0 | 0 % Heavy Veh| 12 12 12| | 11 11 | 11 Parking |Y 5 N | |N N |N Y 5 Bus Stops | 31| | 24| 24 Con. Peds | 1700| 1700| 0| %1700 Ped Button |(Y/N) N | |(Y/N) N |(Y/N) N Arr Type | 3 | | 3 | 3 RTOR Vols | 0| | 0| 0 Lost Time |3.00 3.00 3.00| |3.00 3.00 | 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left * Thru * | Thru * Right * | Right Peds * | Peds | SB Left |WB Left Thru | Thru * * Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 35.0P 7.0P Yellow/AR 5.0 |Yellow/AR 0.0 3.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 42nd Street Analyst: PJO/DW File Name: 15-MD42M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.15) LIRR 50th ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 50 0.95 53 Thru 1392 0.95 1465 LTR 1586 3 1.100 1.000 1745 0.03 0.04 Right 65 0.95 68 EB Left 25 0.95 26 Thru 710 0.95 747 LT 773 2 1.050 1.000 812 0.03 0.00 WB Thru 825 0.95 868 T 868 2 1.050 1.000 911 0.00 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LTR 1900 3 0.97 0.89 1.00 1.00 0.96 0.90 0.96 0.97 3940 EB LT 1900 2 0.90 0.90 1.00 1.00 0.95 0.90 1.00 0.80 2106 WB T 1900 2 0.90 0.90 1.00 0.94 0.95 0.90 1.00 1.00 2475

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 42nd Street Analyst: PJO/DW File Name: 15-MD42M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.15) LIRR 50th ======================================================================= Supplemental Permitted LT Worksheet APPROACH EB Cycle Length, C 90 Actual Green Time for Lane Group, G 35 Effective Green Time for Lane Group, g 32 Opposing Effective Green Time, go 42 Number of Opposing Lanes, No 2 Number of Lanes in Lane Group, N 2 Adjusted Left-Turn Flow Rate, Vlt 27 Proportion of Left Turns in Lane Group, Plt 0.03 Left Turns per Cycle: LTC=Vlt*C/3600 0.68 Adjusted Opposing Flow Rate, Vo 911 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600No 11.39 Opposing Platoon Ratio, Rpo 1 Lost time per phase, tl 3 gf=Gexp(-0.882*LTC^0.717)-tl 14.99 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.53 gq = Volc * qro / (.5 - Volc * (1 - qro) / go)-tl 13.26 gu=g-gq (or g-gf) 17.01 fs=(875-0.625Vo)/1000 0.31 Pl=Plt[1+{(N-1)g/(fs*gu+4.5)}] 0.14 El1 11.00 fmin 0.07 fm,(min=fmin;max=1.00) 0.69 flt=[fm+0.91(N-1)]/N 0.80

HCS: Signalized Intersection Version 2.4g 11-21-2005 4 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 42nd Street Analyst: PJO/DW File Name: 15-MD42M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.15) LIRR 50th ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LTR 1745 3940 0.443 0.467 1839 0.949 * SB EB LT 812 2106 0.386 0.356 749 1.084 WB T 911 2475 0.368 0.467 1155 0.789 * Sum (v/s) critical = 0.811 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.869 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LTR 0.949 0.467 17.5 1.000 1839 16 8.3 25.8 D 25.8 D SB EB LT 1.084 0.356 * 1.000 749 16 * * * * * WB T 0.789 0.467 15.4 1.000 1155 16 2.6 18.0 C 18.0 C Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 43rd Street Analyst: PJO/DW File Name: 16-M&43M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.16) LIRR 50th Street Alt.1 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 4 0 | 0 0 0 | 0 0 0 | 0 2 < 0 Volumes | 165 1257 | | | 285 130 PHF or PK15|0.95 0.95 | | | 0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 6 6 | | | 2 2 Parking |Y 5 N | | |Y 5 N Bus Stops | 31| | | 0 Con. Peds | 0| 1700| 0| %1700 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 4 | | | 3 RTOR Vols | 0| | | 0 Lost Time |3.00 3.00 | | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left Thru * | Thru Right | Right Peds | Peds | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 43rd Street Analyst: PJO/DW File Name: 16-M&43M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.16) LIRR 50th Street Alt.1 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 165 0.95 174 Thru 1257 0.95 1323 LT 1497 4 1.100 1.000 1647 0.12 0.00 WB Thru 285 0.95 300 TR 437 2 1.050 1.000 459 0.00 0.31 Right 130 0.95 137 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 4 0.97 0.94 1.00 1.00 0.97 0.90 1.00 0.89 5370 WB TR 1900 2 0.93 0.98 1.00 1.00 1.00 0.90 0.70 1.00 2188

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 43rd Street Analyst: PJO/DW File Name: 16-M&43M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.16) LIRR 50th Street Alt.1 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 1647 5370 0.307 0.467 2506 0.657 * SB EB WB TR 459 2188 0.210 0.467 1021 0.450 * Sum (v/s) critical = 0.516 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.553 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.657 0.467 14.0 0.815 2506 12 0.3 11.8 B 11.8 B SB EB WB TR 0.450 0.467 12.3 1.000 1021 16 0.2 12.5 B 12.5 B Intersection Delay = 11.9 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 44th Street Analyst: CF/DW File Name: 17-M&44M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.17) LIRR 50th Street Alt.1 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 4 < 0 | 0 0 0 | 0 > 2 0 | 0 0 0 Volumes | 1317 70| | 235 125 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 11.0 | | 11.0 | Grade | 0 | | 0 | % Heavy Veh| 6 6| | 2 2 | Parking |Y 5 N | |Y 5 N | Bus Stops | 31| | 0| Con. Peds | 1700| 0| 0| %1700 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 44th Street Analyst: CF/DW File Name: 17-M&44M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.17) LIRR 50th Street Alt.1 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 1317 0.95 1386 TR 1460 4 1.100 1.000 1606 0.00 0.05 Right 70 0.95 74 EB Left 235 0.95 247 Thru 125 0.95 132 LT 379 2 1.050 1.000 398 0.65 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 4 0.97 0.94 1.00 1.00 0.97 0.90 0.95 1.00 5750 EB LT 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 1.00 0.37 1214

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 44th Street Analyst: CF/DW File Name: 17-M&44M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.17) LIRR 50th Street Alt.1 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 1606 5750 0.279 0.467 2683 0.599 * SB EB LT 398 1214 0.328 0.467 567 0.702 * WB Sum (v/s) critical = 0.607 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.651 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.599 0.467 13.5 0.815 2683 12 0.2 11.2 B 11.2 B SB EB LT 0.703 0.467 14.5 1.000 567 16 2.7 17.2 C 17.2 C WB Intersection Delay = 12.4 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 45th Street Analyst: PJO/DW File Name: 18-M&45M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.18) LIRR 50th ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 4 0 | 0 0 0 | 0 0 0 | 0 1 < 0 Volumes | 130 1417 | | | 275 140 PHF or PK15|0.95 0.95 | | | 0.95 0.95 Lane W (ft)| 11.0 | | | 15.0 Grade | 0 | | | 0 % Heavy Veh| 6 6 | | | 2 2 Parking |Y 5 N | | |Y 5 Y 5 Bus Stops | 31| | | 0 Con. Peds | 0| 1700| 0| %1700 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 4 | | | 3 RTOR Vols | 0| | | 0 Lost Time |3.00 3.00 | | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left Thru * | Thru Right | Right Peds | Peds | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 45th Street Analyst: PJO/DW File Name: 18-M&45M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.18) LIRR 50th ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 130 0.95 137 Thru 1417 0.95 1492 LT 1629 4 1.100 1.000 1792 0.08 0.00 WB Thru 275 0.95 289 TR 436 1 1.000 1.000 436 0.00 0.34 Right 140 0.95 147 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 4 0.97 0.94 1.00 1.00 0.97 0.90 1.00 0.92 5557 WB TR 1900 1 1.10 0.98 1.00 0.85 1.00 0.90 0.58 1.00 912

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 45th Street Analyst: PJO/DW File Name: 18-M&45M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.18) LIRR 50th ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 1792 5557 0.322 0.467 2593 0.691 * SB EB WB TR 436 912 0.478 0.467 426 1.023 * Sum (v/s) critical = 0.801 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.858 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.691 0.467 14.4 0.815 2593 12 0.4 12.1 B 12.1 B SB EB WB TR 1.024 0.467 18.2 1.000 426 16 40.3 58.6 E 58.6 E Intersection Delay = 21.2 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 46th Street Analyst: PJO/DW File Name: 19-M&46M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.19) LIRR 50th ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 4 < 0 | 0 0 0 | 0 > 1 0 | 0 0 0 Volumes | 1457 125| | 100 375 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 11.0 | | 15.0 | Grade | 0 | | 0 | % Heavy Veh| 6 6| | 2 2 | Parking |Y 5 N | |Y 5 Y 5| Bus Stops | 31| | 0| Con. Peds | 1700| 0| 0| %1700 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 46th Street Analyst: PJO/DW File Name: 19-M&46M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.19) LIRR 50th ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 1457 0.95 1534 TR 1666 4 1.100 1.000 1833 0.00 0.08 Right 125 0.95 132 EB Left 100 0.95 105 Thru 375 0.95 395 LT 500 1 1.000 1.000 500 0.21 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 4 0.97 0.94 1.00 1.00 0.97 0.90 0.92 1.00 5585 EB LT 1900 1 1.10 0.98 1.00 0.85 1.00 0.90 1.00 0.70 1100

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 46th Street Analyst: PJO/DW File Name: 19-M&46M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.19) LIRR 50th ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 1833 5585 0.328 0.467 2606 0.703 * SB EB LT 500 1100 0.455 0.467 513 0.975 * WB Sum (v/s) critical = 0.783 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.839 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.703 0.467 14.5 0.815 2606 12 0.5 12.3 B 12.3 B SB EB LT 0.974 0.467 17.8 1.000 513 16 24.7 42.5 E 42.5 E WB Intersection Delay = 18.7 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 47th Street (N-S) Madison Avenue Analyst: PJO/DW File Name: 20-M&47M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.20) LIRR 50th Street Alt.1 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 2 < 0 | 0 > 4 0 | 0 0 0 Volumes | | 505 175| 115 1462 | PHF or PK15| | 0.95 0.95|0.95 0.95 | Lane W (ft)| | 11.0 | 11.0 | Grade | | 0 | 0 | % Heavy Veh| | 2 2| 6 6 | Parking | |Y 5 N |Y 5 N | Bus Stops | | 0| 31| Con. Peds | 0| 1220| 0| %1130 Ped Button | |(Y/N) N |(Y/N) N | Arr Type | | 3 | 4 | RTOR Vols | | 0| 0| Lost Time | | 3.00 3.00|3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left * Thru | Thru * Right | Right Peds * | Peds * | WB Left |SB Left Thru * | Thru Right * | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 47th Street (N-S) Madison Avenue Analyst: PJO/DW File Name: 20-M&47M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.20) LIRR 50th Street Alt.1 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Thru 505 0.95 532 TR 716 2 1.050 1.000 752 0.00 0.26 Right 175 0.95 184 NB Left 115 0.95 121 Thru 1462 0.95 1539 LT 1660 4 1.100 1.000 1826 0.07 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB TR 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 0.81 1.00 2632 NB LT 1900 4 0.97 0.94 1.00 1.00 0.97 0.90 1.00 0.95 5741

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 47th Street (N-S) Madison Avenue Analyst: PJO/DW File Name: 20-M&47M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.20) LIRR 50th Street Alt.1 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB TR 752 2632 0.286 0.467 1228 0.612 * NB LT 1826 5741 0.318 0.467 2679 0.682 * SB Sum (v/s) critical = 0.604 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.647 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB TR 0.612 0.467 13.6 1.000 1228 16 0.7 14.3 B 14.3 B NB LT 0.682 0.467 14.3 0.815 2679 12 0.4 12.0 B 12.0 B SB Intersection Delay = 12.7 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 48th Street (N-S) Madison Avenue Analyst: PJO/DW File Name: 21-M&48M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.21) LIRR 50th Street Alt.1 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 2 0 | 0 0 0 | 0 4 < 0 | 0 0 0 Volumes | 150 490 | | 1457 180| PHF or PK15|0.95 0.95 | | 0.95 0.95| Lane W (ft)| 11.0 | | 11.0 | Grade | 0 | | 0 | % Heavy Veh| 2 2 | | 6 6| Parking |N Y 5| |Y 5 N | Bus Stops | 0| | 31| Con. Peds | 0| 1700| 1700| 0 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 3 | | 4 | RTOR Vols | 0| | 0| Lost Time |3.00 3.00 | | 3.00 3.00| ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left * |NB Left Thru * | Thru * Right | Right * Peds * | Peds * | WB Left |SB Left Thru | Thru Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (E-W) 48th Street (N-S) Madison Avenue Analyst: PJO/DW File Name: 21-M&48M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.21) LIRR 50th Street Alt.1 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Left 150 0.95 158 Thru 490 0.95 516 LT 674 2 1.050 1.000 708 0.23 0.00 NB Thru 1457 0.95 1534 TR 1723 4 1.100 1.000 1895 0.00 0.11 Right 180 0.95 189 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB LT 1900 2 0.97 0.98 1.00 0.94 1.00 0.90 1.00 0.78 2355 NB TR 1900 4 0.97 0.94 1.00 1.00 0.97 0.90 0.89 1.00 5408

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (E-W) 48th Street (N-S) Madison Avenue Analyst: PJO/DW File Name: 21-M&48M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.21) LIRR 50th Street Alt.1 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB LT 708 2355 0.301 0.467 1099 0.644 * WB NB TR 1895 5408 0.350 0.467 2524 0.751 * SB Sum (v/s) critical = 0.651 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.698 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB LT 0.644 0.467 13.9 1.000 1099 16 0.9 14.8 B 14.8 B WB NB TR 0.751 0.467 15.0 0.815 2524 12 0.7 12.9 B 12.9 B SB Intersection Delay = 13.4 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 48th Street (N-S) Lexington Avenue Analyst: PJO/Dw File Name: 35-LE48M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.35) LIRR 50th Street Alt.1 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 2 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 290 235| | | 175 1332 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 2 2| | | 6 6 Parking |Y 5 N | | |Y 5 N Bus Stops | 0| | | 15 Con. Peds | 1135| 0| 1100| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 48th Street (N-S) Lexington Avenue Analyst: PJO/Dw File Name: 35-LE48M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.35) LIRR 50th Street Alt.1 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 290 0.95 305 TR 552 2 1.050 1.000 580 0.00 0.45 Right 235 0.95 247 SB Left 175 0.95 184 Thru 1332 0.95 1402 LT 1586 3 1.100 1.000 1745 0.12 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 0.69 1.00 2240 SB LT 1900 3 0.93 0.94 1.00 1.00 0.98 0.90 1.00 0.92 4081

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 48th Street (N-S) Lexington Avenue Analyst: PJO/Dw File Name: 35-LE48M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.35) LIRR 50th Street Alt.1 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 580 2240 0.259 0.467 1045 0.555 * WB NB SB LT 1745 4081 0.428 0.467 1904 0.916 * Sum (v/s) critical = 0.687 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.736 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.555 0.467 13.1 1.000 1045 16 0.5 13.6 B 13.6 B WB NB SB LT 0.916 0.467 17.0 0.815 1904 12 4.3 18.1 C 18.1 C Intersection Delay = 17.0 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 47th Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 36-LE47M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.36) LIRR 50th ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 > 1 0 | 0 0 0 | 0 3 < 0 Volumes | | 125 495 | | 1392 170 PHF or PK15| |0.95 0.95 | | 0.95 0.95 Lane W (ft)| | 15.0 | | 10.0 Grade | | 0 | | 0 % Heavy Veh| | 2 2 | | 6 6 Parking | |Y 5 N | |Y 5 N Bus Stops | | 0| | 15 Con. Peds | 1225| 0| 0| %1700 Ped Button | |(Y/N) N | |(Y/N) N Arr Type | | 3 | | 4 RTOR Vols | | 0| | 0 Lost Time | |3.00 3.00 | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * | WB Left * |SB Left Thru * | Thru * Right | Right * Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 47th Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 36-LE47M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.36) LIRR 50th ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Left 125 0.95 132 Thru 495 0.95 521 LT 653 1 1.000 1.000 653 0.20 0.00 SB Thru 1392 0.95 1465 TR 1644 3 1.100 1.000 1808 0.00 0.11 Right 170 0.95 179 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB LT 1900 1 1.10 0.98 1.00 1.00 1.00 0.90 1.00 0.75 1392 SB TR 1900 3 0.93 0.94 1.00 1.00 0.98 0.90 0.90 1.00 3964

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 47th Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 36-LE47M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.36) LIRR 50th ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB LT 653 1392 0.469 0.467 650 1.005 * NB SB TR 1808 3964 0.456 0.467 1850 0.977 * Sum (v/s) critical = 0.925 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.991 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB LT 1.005 0.467 18.2 1.000 650 16 28.4 46.7 E 46.7 E NB SB TR 0.977 0.467 17.9 0.815 1850 12 9.9 24.5 C 24.5 C Intersection Delay = 30.4 sec/veh Intersection LOS = D

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 46th Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 37-LE46M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.37) LIRR 50th ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 1 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 450 160| | | 95 1427 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 15.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 2 2| | | 6 6 Parking |Y 5 N | | |Y 5 N Bus Stops | 0| | | 15 Con. Peds | 1125| 0| 1095| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 46th Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 37-LE46M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.37) LIRR 50th ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 450 0.95 474 TR 642 1 1.000 1.000 642 0.00 0.26 Right 160 0.95 168 SB Left 95 0.95 100 Thru 1427 0.95 1502 LT 1602 3 1.100 1.000 1762 0.06 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 1 1.10 0.98 1.00 1.00 1.00 0.90 0.72 1.00 1336 SB LT 1900 3 0.93 0.94 1.00 1.00 0.98 0.90 1.00 0.96 4241

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 46th Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 37-LE46M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.37) LIRR 50th ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 642 1336 0.481 0.467 623 1.030 * WB NB SB LT 1762 4241 0.415 0.467 1979 0.890 * Sum (v/s) critical = 0.896 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.960 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 1.030 0.467 18.2 1.000 623 16 35.8 54.0 E 54.0 E WB NB SB LT 0.890 0.467 16.6 0.815 1979 12 3.1 16.6 C 16.6 C Intersection Delay = 26.6 sec/veh Intersection LOS = D

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 45th Street (N-S) Lexington Avenue Analyst: PJO/Dw File Name: 38-LX45M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.38) LIRR 50th ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 > 2 0 | 0 0 0 | 0 3 < 0 Volumes | | 145 290 | | 1422 120 PHF or PK15| |0.95 0.95 | | 0.95 0.95 Lane W (ft)| | 15.0 | | 10.0 Grade | | 0 | | 0 % Heavy Veh| | 2 2 | | 12 12 Parking | |N Y 5| |Y 5 N Bus Stops | | 0| | 15 Con. Peds | 1500| 0| 0| %1700 Ped Button | |(Y/N) N | |(Y/N) N Arr Type | | 3 | | 4 RTOR Vols | | 0| | 0 Lost Time | |3.00 3.00 | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * | WB Left * |SB Left Thru * | Thru * Right | Right * Peds | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 35.0P 5.0P Yellow/AR 5.0 |Yellow/AR 5.0 0.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 45th Street (N-S) Lexington Avenue Analyst: PJO/Dw File Name: 38-LX45M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.38) LIRR 50th ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Left 145 0.95 153 Thru 290 0.95 305 LT 458 2 1.050 1.000 481 0.33 0.00 SB Thru 1422 0.95 1497 TR 1623 3 1.100 1.000 1785 0.00 0.08 Right 120 0.95 126 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB LT 1900 2 1.10 0.98 1.00 0.94 1.00 0.90 1.00 0.71 2459 SB TR 1900 3 0.93 0.89 1.00 1.00 0.98 0.90 0.93 1.00 3877

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 45th Street (N-S) Lexington Avenue Analyst: PJO/Dw File Name: 38-LX45M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.38) LIRR 50th ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB LT 481 2459 0.196 0.467 1148 0.419 * NB SB TR 1785 3877 0.460 0.411 1594 1.120 * Sum (v/s) critical = 0.656 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.703 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB LT 0.419 0.467 12.1 1.000 1148 16 0.2 12.2 B 12.2 B NB SB TR 1.120 0.411 * 0.882 1594 12 * * * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 44th Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 39-LX44M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.39) LIRR 50th ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | | | | 155 1372 PHF or PK15| | | |0.95 0.95 Lane W (ft)| | | | 10.0 Grade | | | | 0 % Heavy Veh| | | | 12 12 Parking | | | |Y 5 N Bus Stops | | | | 15 Con. Peds | 0| 0| 1380| 0 Ped Button | | | |(Y/N) N Arr Type | | | | 3 RTOR Vols | | | | 0 Lost Time | | | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 35.0P 5.0P Yellow/AR 5.0 |Yellow/AR 5.0 0.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 44th Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 39-LX44M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.39) LIRR 50th ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- SB Left 155 0.95 163 Thru 1372 0.95 1444 LT 1607 3 1.100 1.000 1768 0.10 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- SB LT 1900 3 0.93 0.89 1.00 1.00 0.98 0.90 1.00 0.92 3847

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 44th Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 39-LX44M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.39) LIRR 50th ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB NB SB LT 1768 3847 0.460 0.411 1582 1.118 * Sum (v/s) critical = 0.460 Lost Time/Cycle, L = 3.0 sec Critical v/c(x) = 0.475 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB NB SB LT 1.118 0.411 * 1.000 1582 16 * * * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 43rd Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 40-LX43M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.40) LIRR 50th ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 2 0 0 | 0 0 0 | 0 3 0 Volumes | | 195 | | 1372 PHF or PK15| |0.95 | | 0.95 Lane W (ft)| |11.0 | | 10.0 Grade | | 0 | | 0 % Heavy Veh| | 2 | | 12 Parking | |Y 5 N | |Y 5 N Bus Stops | | 0| | 15 Con. Peds | 1545| 0| 0| 0 Ped Button | |(Y/N) N | |(Y/N) N Arr Type | | 3 | | 4 RTOR Vols | | 0| | 0 Lost Time | |3.00 | | 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * * | WB Left * |SB Left Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 44.0P 5.0P Yellow/AR 5.0 |Yellow/AR 5.0 0.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 43rd Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 40-LX43M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.40) LIRR 50th ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Left 195 0.95 205 L 205 2 1.030 1.000 211 1.00 0.00 SB Thru 1372 0.95 1444 T 1444 3 1.100 1.000 1588 0.00 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB L 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 1.00 0.11 370 SB T 1900 3 0.93 0.89 1.00 1.00 0.98 0.90 1.00 1.00 4190

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 43rd Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 40-LX43M.HC9 Area Type: CBD 5-19-5 MID Comment: 2010 Build Conditions (No.40) LIRR 50th ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB L 211 370 0.570 0.367 136 1.551 * NB SB T 1588 4190 0.379 0.511 2142 0.741 * Sum (v/s) critical = 0.949 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 1.017 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB L 1.555 0.367 * 1.000 136 16 * * * * * NB SB T 0.742 0.511 13.2 0.749 2142 12 0.8 10.6 B 10.6 B Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 41-LX42M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.41) LIRR 50th Street Alt.1 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 2 < 0 | 0 > 2 0 | 0 0 0 | 0 > 3 < 0 Volumes | 630 145| 10 785 | | 120 1262 185 PHF or PK15| 0.95 0.95|0.95 0.95 | |0.95 0.95 0.95 Lane W (ft)| 10.0 | 10.0 | | 10.0 Grade | 0 | 0 | | 0 % Heavy Veh| 10 10| 10 10 | | 12 12 12 Parking |N N |N N | |Y 5 N Bus Stops | 24| 24| | 15 Con. Peds | 1700| 0| 1700| %1700 Ped Button |(Y/N) N |(Y/N) N | |(Y/N) N Arr Type | 3 | 3 | | 3 RTOR Vols | 0| 0| | 0 Lost Time | 3.00 3.00|3.00 3.00 | |3.00 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left * |SB Left * Thru * | Thru * Right | Right * Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 35.0P |Green 45.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 41-LX42M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.41) LIRR 50th Street Alt.1 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 630 0.95 663 TR 816 2 1.050 1.000 857 0.00 0.19 Right 145 0.95 153 WB Left 10 0.95 11 Thru 785 0.95 826 LT 837 2 1.050 1.000 879 0.01 0.00 SB Left 120 0.95 126 Thru 1262 0.95 1328 LTR 1649 3 1.100 1.000 1814 0.08 0.12 Right 185 0.95 195 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 2 0.93 0.91 1.00 1.00 0.95 0.90 0.82 1.00 2266 WB LT 1900 2 0.93 0.91 1.00 1.00 0.95 0.90 1.00 0.88 2444 SB LTR 1900 3 0.93 0.89 1.00 1.00 0.98 0.90 0.89 0.93 3442

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 41-LX42M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.41) LIRR 50th Street Alt.1 ======================================================================= Supplemental Permitted LT Worksheet APPROACH WB Cycle Length, C 90 Actual Green Time for Lane Group, G 35 Effective Green Time for Lane Group, g 37 Opposing Effective Green Time, go 37 Number of Opposing Lanes, No 2 Number of Lanes in Lane Group, N 2 Adjusted Left-Turn Flow Rate, Vlt 12 Proportion of Left Turns in Lane Group, Plt 0.01 Left Turns per Cycle: LTC=Vlt*C/3600 0.30 Adjusted Opposing Flow Rate, Vo 857 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600No 10.71 Opposing Platoon Ratio, Rpo 1 Lost time per phase, tl 3 gf=Gexp(-0.882*LTC^0.717)-tl 21.13 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.59 gq = Volc * qro / (.5 - Volc * (1 - qro) / go)-tl 13.56 gu=g-gq (or g-gf) 15.87 fs=(875-0.625Vo)/1000 0.34 Pl=Plt[1+{(N-1)g/(fs*gu+4.5)}] 0.06 El1 8.85 fmin 0.06 fm,(min=fmin;max=1.00) 0.86 flt=[fm+0.91(N-1)]/N 0.88

HCS: Signalized Intersection Version 2.4g 11-21-2005 4 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 41-LX42M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.41) LIRR 50th Street Alt.1 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 857 2266 0.378 0.411 932 0.920 * WB LT 879 2444 0.360 0.411 1005 0.875 NB SB LTR 1814 3442 0.527 0.522 1797 1.009 * Sum (v/s) critical = 0.905 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.970 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.920 0.411 19.1 1.000 932 16 10.1 29.2 D 29.2 D WB LT 0.875 0.411 18.5 1.000 1005 16 6.2 24.7 C 24.7 C NB SB LTR 1.009 0.522 16.3 1.000 1797 16 18.4 34.7 D 34.7 D Intersection Delay = 30.9 sec/veh Intersection LOS = D

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 41st Street (N-S) Lexington avenue Analyst: PJO/Dw File Name: 42-LE41M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.42) LIRR 50th Street Alt.1 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 1 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 160 75| | | 55 1362 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 22 22| | | 12 12 Parking |Y 5 Y 5| | |Y 5 N Bus Stops | 0| | | 15 Con. Peds | 1105| 0| 1095| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 35.0P |Green 45.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 41st Street (N-S) Lexington avenue Analyst: PJO/Dw File Name: 42-LE41M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.42) LIRR 50th Street Alt.1 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 160 0.95 168 TR 247 1 1.000 1.000 247 0.00 0.32 Right 75 0.95 79 SB Left 55 0.95 58 Thru 1362 0.95 1434 LT 1492 3 1.100 1.000 1641 0.04 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 1 0.97 0.82 1.00 0.85 1.00 0.90 0.69 1.00 793 SB LT 1900 3 0.93 0.89 1.00 1.00 0.98 0.90 1.00 0.97 4080

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 41st Street (N-S) Lexington avenue Analyst: PJO/Dw File Name: 42-LE41M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.42) LIRR 50th Street Alt.1 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 247 793 0.311 0.411 326 0.758 * WB NB SB LT 1641 4080 0.402 0.522 2131 0.770 * Sum (v/s) critical = 0.714 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.765 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.758 0.411 17.2 1.000 326 16 6.7 23.9 C 23.9 C WB NB SB LT 0.770 0.522 13.1 0.731 2131 12 0.9 10.5 B 10.5 B Intersection Delay = 12.3 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 40th Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 43-LX40M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.43) LIRR 50th Street Alt.1 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 2 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 260 170| | | 80 1357 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 7 7| | | 12 12 Parking |N Y 5| | |Y 5 N Bus Stops | 0| | | 15 Con. Peds | 1060| 0| 1095| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 40th Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 43-LX40M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.43) LIRR 50th Street Alt.1 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 260 0.95 274 TR 453 2 1.050 1.000 476 0.00 0.40 Right 170 0.95 179 SB Left 80 0.95 84 Thru 1357 0.95 1428 LT 1512 3 1.100 1.000 1663 0.06 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 2 0.97 0.93 1.00 0.94 1.00 0.90 0.74 1.00 2147 SB LT 1900 3 0.93 0.89 1.00 1.00 0.98 0.90 1.00 0.96 4033

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 40th Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 43-LX40M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.43) LIRR 50th Street Alt.1 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 476 2147 0.222 0.367 787 0.605 * WB NB SB LT 1663 4033 0.412 0.567 2285 0.728 * Sum (v/s) critical = 0.634 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.679 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.605 0.367 17.6 1.000 787 16 1.0 18.6 C 18.6 C WB NB SB LT 0.728 0.567 10.9 0.649 2285 12 0.6 7.7 B 7.7 B Intersection Delay = 10.1 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 40th Street Analyst: PJO File Name: 44-3&40M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.44) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 2 0 | 0 0 0 Volumes | 2310 95| | 170 170 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 10.0 | | 10.0 | Grade | 0 | | 0 | % Heavy Veh| 13 13| | 11 11 | Parking |Y 5 N | |N Y 5| Bus Stops | 10| | 0| Con. Peds | 1080| 0| 0| %1090 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 40th Street Analyst: PJO File Name: 44-3&40M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.44) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2310 0.95 2432 TR 2532 5 1.100 1.000 2785 0.00 0.04 Right 95 0.95 100 EB Left 170 0.95 179 Thru 170 0.95 179 LT 358 2 1.050 1.000 376 0.50 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.88 1.00 1.00 0.99 0.90 0.97 1.00 6822 EB LT 1900 2 0.93 0.90 1.00 0.94 1.00 0.90 1.00 0.67 1794

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 40th Street Analyst: PJO File Name: 44-3&40M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.44) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 2785 6822 0.408 0.567 3866 0.720 * SB EB LT 376 1794 0.210 0.367 658 0.571 * WB Sum (v/s) critical = 0.618 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.662 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.720 0.567 10.9 0.649 3866 12 0.4 7.4 B 7.4 B SB EB LT 0.572 0.367 17.4 1.000 658 16 0.9 18.3 C 18.3 C WB Intersection Delay = 8.7 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 41st Street Analyst: PJO File Name: 45-3&41M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.45) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 1 0 | 0 0 1 Volumes | 2425 55| | 160 55 | 115 PHF or PK15| 0.95 0.95| |0.95 0.95 | 0.95 Lane W (ft)| 10.0 | | 11.0 | 11.0 Grade | 0 | | 0 | 0 % Heavy Veh| 13 13| | 23 23 | 4 Parking |Y 5 N | |Y 5 Y 5|N Y 5 Bus Stops | 10| | 0| 0 Con. Peds | 1090| 0| 0| %1100 Ped Button |(Y/N) N | |(Y/N) N |(Y/N) N Arr Type | 4 | | 3 | 3 RTOR Vols | 0| | 0| 0 Lost Time | 3.00 3.00| |3.00 3.00 | 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 41st Street Analyst: PJO File Name: 45-3&41M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.45) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2425 0.95 2553 TR 2611 5 1.100 1.000 2872 0.00 0.02 Right 55 0.95 58 EB Left 160 0.95 168 Thru 55 0.95 58 LT 226 1 1.000 1.000 226 0.74 0.00 WB Right 115 0.95 121 R 121 1 1.000 1.000 121 0.00 1.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.88 1.00 1.00 0.99 0.90 0.99 1.00 6901 EB LT 1900 1 0.97 0.81 1.00 0.85 1.00 0.90 1.00 0.96 1101 WB R 1900 1 0.97 0.96 1.00 0.88 1.00 0.90 0.33 1.00 454

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 41st Street Analyst: PJO File Name: 45-3&41M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.45) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 2872 6901 0.416 0.567 3911 0.734 * SB EB LT 226 1101 0.205 0.367 404 0.559 WB R 121 454 0.267 0.367 166 0.729 * Sum (v/s) critical = 0.683 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.731 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.734 0.567 11.0 0.649 3911 12 0.4 7.5 B 7.5 B SB EB LT 0.560 0.367 17.3 1.000 404 16 1.3 18.6 C 18.6 C WB R 0.727 0.367 18.7 1.000 166 16 9.8 28.5 D 28.5 D Intersection Delay = 9.1 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 42nd Street Analyst: PJO File Name: 46-3&42M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.46) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 5 1 | 0 0 0 | 0 > 2 0 | 0 2 1 Volumes | 295 2165 240| | 310 445 | 495 145 PHF or PK15|0.95 0.95 0.95| |0.95 0.95 | 0.95 0.95 Lane W (ft)| 10.0 10.0| | 10.0 | 10.0 10.0 Grade | 0 | | 0 | 0 % Heavy Veh| 11 11 11| | 12 12 | 7 7 Parking |Y 5 N | |N N |N N Bus Stops | 10| | 24| 24 Con. Peds | 1095| 1305| 0| %1125 Ped Button |(Y/N) N | |(Y/N) N |(Y/N) N Arr Type | 3 3| | 3 | 3 3 RTOR Vols | 0| | 0| 0 Lost Time |3.00 3.00 3.00| |3.00 3.00 | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left * * Thru * | Thru * * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 26.0P 9.0P Yellow/AR 5.0 |Yellow/AR 5.0 5.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 42nd Street Analyst: PJO File Name: 46-3&42M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.46) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 295 0.95 311 Thru 2165 0.95 2279 LT 2590 5 1.100 1.000 2849 0.12 0.00 Right 240 0.95 253 R 253 1 1.000 1.000 253 0.00 1.00 EB Left 310 0.95 326 Thru 445 0.95 468 LT 794 2 1.050 1.000 834 0.41 0.00 WB Thru 495 0.95 521 T 521 2 1.050 1.000 547 0.00 0.00 Right 145 0.95 153 R 153 1 1.000 1.000 153 0.00 1.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 5 0.93 0.90 1.00 0.98 1.00 0.90 1.00 0.91 6360 R 1900 1 0.93 0.90 1.00 1.00 0.96 0.90 0.33 1.00 454 EB LT 1900 2 0.93 0.89 1.00 1.00 0.95 0.90 1.00 0.77 2089 WB T 1900 2 0.93 0.93 1.00 1.00 1.00 0.90 1.00 1.00 2983 R 1900 1 0.93 0.93 1.00 1.00 0.90 0.90 0.31 1.00 424

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 42nd Street Analyst: PJO File Name: 46-3&42M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.46) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 2849 6360 0.448 0.467 2968 0.960 R 253 454 0.557 0.467 212 1.193 * SB EB LT 834 2089 0.399 0.467 975 0.855 * WB T 547 2983 0.183 0.311 928 0.589 R 153 424 0.361 0.311 132 1.159 Sum (v/s) critical = 0.957 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 1.025 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.960 0.467 17.6 1.000 2968 16 6.7 24.4 C * * R 1.194 0.467 * 1.000 212 16 * * * SB EB LT 0.856 0.467 16.2 1.000 975 16 5.4 21.6 C 21.6 C WB T 0.589 0.311 19.9 1.000 928 16 0.7 20.6 C * * R 1.160 0.311 * 1.000 132 16 * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 43rd Street Analyst: PJO File Name: 47-3&43M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.47) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 5 0 | 0 0 0 | 0 0 0 | 0 1 < 0 Volumes | 105 2515 | | | 90 200 PHF or PK15|0.95 0.95 | | | 0.95 0.95 Lane W (ft)| 10.0 | | | 15.0 Grade | 0 | | | 0 % Heavy Veh| 11 11 | | | 2 2 Parking |Y 5 N | | |Y 5 N Bus Stops | 10| | | 0 Con. Peds | 0| 1190| 0| %1145 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 4 | | | 3 RTOR Vols | 0| | | 0 Lost Time |3.00 3.00 | | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left Thru * | Thru Right | Right Peds * | Peds * | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 43rd Street Analyst: PJO File Name: 47-3&43M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.47) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 105 0.95 111 Thru 2515 0.95 2647 LT 2758 5 1.100 1.000 3034 0.04 0.00 WB Thru 90 0.95 95 TR 306 1 1.000 1.000 306 0.00 0.69 Right 200 0.95 211 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 5 0.93 0.90 1.00 1.00 0.99 0.90 1.00 0.97 6926 WB TR 1900 1 1.10 0.98 1.00 1.00 1.00 0.90 0.43 1.00 795

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 43rd Street Analyst: PJO File Name: 47-3&43M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.47) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 3034 6926 0.438 0.567 3925 0.773 * SB EB WB TR 306 795 0.385 0.367 292 1.048 * Sum (v/s) critical = 0.823 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.882 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.773 0.567 11.4 0.649 3925 12 0.5 7.9 B 7.9 B SB EB WB TR 1.050 0.367 21.7 1.000 292 16 56.2 77.9 F 77.9 F Intersection Delay = 14.4 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 44th Street Analyst: PJO File Name: 48-3&44M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.48) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 1 0 | 0 0 0 Volumes | 2505 205| | 110 85 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 10.0 | | 11.0 | Grade | 0 | | 0 | % Heavy Veh| 11 11| | 2 2 | Parking |Y 5 N | |Y 5 Y 5| Bus Stops | 10| | 0| Con. Peds | 1060| 0| 0| %1060 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 44th Street Analyst: PJO File Name: 48-3&44M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.48) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2505 0.95 2637 TR 2853 5 1.100 1.000 3138 0.00 0.08 Right 205 0.95 216 EB Left 110 0.95 116 Thru 85 0.95 89 LT 205 1 1.000 1.000 205 0.57 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.90 1.00 1.00 0.99 0.90 0.95 1.00 6778 EB LT 1900 1 0.97 0.98 1.00 0.85 1.00 0.90 1.00 0.54 741

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 44th Street Analyst: PJO File Name: 48-3&44M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.48) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 3138 6778 0.463 0.567 3841 0.817 * SB EB LT 205 741 0.277 0.367 272 0.754 * WB Sum (v/s) critical = 0.740 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.792 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.817 0.567 12.0 0.649 3841 12 0.8 8.5 B 8.5 B SB EB LT 0.755 0.367 19.0 1.000 272 16 7.7 26.7 D 26.7 D WB Intersection Delay = 9.7 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 45th Street Analyst: PJO File Name: 49-3&45M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.49) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 5 0 | 0 0 0 | 0 0 0 | 0 1 < 0 Volumes | 200 2410 | | | 215 140 PHF or PK15|0.95 0.95 | | | 0.95 0.95 Lane W (ft)| 10.0 | | | 15.0 Grade | 0 | | | 0 % Heavy Veh| 11 11 | | | 2 2 Parking |Y 5 N | | |Y 5 Y 5 Bus Stops | 10| | | 0 Con. Peds | 0| 1060| 0| %1090 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 4 | | | 3 RTOR Vols | 0| | | 0 Lost Time |3.00 3.00 | | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left Thru * | Thru Right | Right Peds * | Peds * | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 45th Street Analyst: PJO File Name: 49-3&45M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.49) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 200 0.95 211 Thru 2410 0.95 2537 LT 2748 5 1.100 1.000 3023 0.08 0.00 WB Thru 215 0.95 226 TR 373 1 1.000 1.000 373 0.00 0.39 Right 140 0.95 147 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 5 0.93 0.90 1.00 1.00 0.99 0.90 1.00 0.95 6773 WB TR 1900 1 1.10 0.98 1.00 0.85 1.00 0.90 0.64 1.00 1007

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 45th Street Analyst: PJO File Name: 49-3&45M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.49) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 3023 6773 0.446 0.567 3838 0.788 * SB EB WB TR 373 1007 0.370 0.367 369 1.011 * Sum (v/s) critical = 0.817 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.875 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.788 0.567 11.6 0.649 3838 12 0.6 8.1 B 8.1 B SB EB WB TR 1.010 0.367 21.7 1.000 369 16 38.8 60.4 F 60.4 F Intersection Delay = 13.9 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 46th Street (N-S) 3rd Avenue Analyst: PJO File Name: 50-3A46M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.50) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 2 0 | 0 0 0 | 0 5 < 0 | 0 0 0 Volumes | 160 390 | | 2330 240| PHF or PK15|0.95 0.95 | | 0.95 0.95| Lane W (ft)| 11.0 | | 12.0 | Grade | 0 | | 0 | % Heavy Veh| 2 2 | | 11 11| Parking |Y 5 N | |Y 5 N | Bus Stops | 0| | 10| Con. Peds | 0| 1115| 1060| 0 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 3 | | 4 | RTOR Vols | 0| | 0| Lost Time |3.00 3.00 | | 3.00 3.00| ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left * |NB Left Thru * | Thru * Right | Right * Peds * | Peds * | WB Left |SB Left Thru | Thru Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (E-W) 46th Street (N-S) 3rd Avenue Analyst: PJO File Name: 50-3A46M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.50) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Left 160 0.95 168 Thru 390 0.95 411 LT 579 2 1.050 1.000 608 0.29 0.00 NB Thru 2330 0.95 2453 TR 2706 5 1.100 1.000 2977 0.00 0.09 Right 240 0.95 253 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB LT 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 1.00 0.80 2601 NB TR 1900 5 1.00 0.90 1.00 1.00 0.99 0.90 0.94 1.00 7173

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (E-W) 46th Street (N-S) 3rd Avenue Analyst: PJO File Name: 50-3A46M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.50) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB LT 608 2601 0.234 0.467 1214 0.501 * WB NB TR 2977 7173 0.415 0.467 3347 0.889 * SB Sum (v/s) critical = 0.649 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.695 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB LT 0.501 0.467 12.7 1.000 1214 16 0.3 13.0 B 13.0 B WB NB TR 0.889 0.467 16.6 0.815 3347 12 1.9 15.4 C 15.4 C SB Intersection Delay = 15.0 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 47th Street (N-S) 3rd Avenue Analyst: PJO File Name: 51-3A47M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.51) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 1 < 0 | 0 > 5 0 | 0 0 0 Volumes | | 310 185| 315 2180 | PHF or PK15| | 0.95 0.95|0.95 0.95 | Lane W (ft)| | 15.0 | 12.0 | Grade | | 0 | 0 | % Heavy Veh| | 2 2| 11 11 | Parking | |Y 5 Y 5|Y 5 N | Bus Stops | | 0| 10| Con. Peds | 0| 1060| 0| %1060 Ped Button | |(Y/N) N |(Y/N) N | Arr Type | | 3 | 4 | RTOR Vols | | 0| 0| Lost Time | | 3.00 3.00|3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left * Thru | Thru * Right | Right Peds * | Peds * | WB Left |SB Left Thru * | Thru Right * | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (E-W) 47th Street (N-S) 3rd Avenue Analyst: PJO File Name: 51-3A47M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.51) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Thru 310 0.95 326 TR 521 1 1.000 1.000 521 0.00 0.37 Right 185 0.95 195 NB Left 315 0.95 332 Thru 2180 0.95 2295 LT 2627 5 1.100 1.000 2890 0.13 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB TR 1900 1 1.10 0.98 1.00 0.85 1.00 0.90 0.66 1.00 1035 NB LT 1900 5 1.00 0.90 1.00 1.00 0.99 0.90 1.00 0.92 7009

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (E-W) 47th Street (N-S) 3rd Avenue Analyst: PJO File Name: 51-3A47M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.51) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB TR 521 1035 0.503 0.467 483 1.079 * NB LT 2890 7009 0.412 0.467 3271 0.884 * SB Sum (v/s) critical = 0.916 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.981 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB TR 1.079 0.467 * 1.000 483 16 * * * * * NB LT 0.884 0.467 16.6 0.815 3271 12 1.8 15.3 C 15.3 C SB Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 48th Street Analyst: PJO File Name: 52-3&48M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.52) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 1 0 | 0 0 0 Volumes | 2220 145| | 220 240 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 10.0 | | 15.0 | Grade | 0 | | 0 | % Heavy Veh| 11 11| | 2 2 | Parking |Y 5 N | |Y 5 Y 5| Bus Stops | 10| | 0| Con. Peds | 1060| 0| 0| %1060 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 48th Street Analyst: PJO File Name: 52-3&48M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.52) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2220 0.95 2337 TR 2490 5 1.100 1.000 2739 0.00 0.06 Right 145 0.95 153 EB Left 220 0.95 232 Thru 240 0.95 253 LT 485 1 1.000 1.000 485 0.48 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.90 1.00 1.00 0.99 0.90 0.96 1.00 6845 EB LT 1900 1 1.10 0.98 1.00 0.85 1.00 0.90 1.00 0.59 931

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 48th Street Analyst: PJO File Name: 52-3&48M.HC9 Area Type: CBD 9-10-99 MID Comment: 2010 Build Conditions (No.52) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 2739 6845 0.400 0.467 3194 0.858 * SB EB LT 485 931 0.521 0.467 434 1.118 * WB Sum (v/s) critical = 0.921 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.987 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.857 0.467 16.2 0.815 3194 12 1.4 14.6 B 14.6 B SB EB LT 1.116 0.467 * 1.000 434 16 * * * * * WB Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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Build Alternative 2 AM Peak Hour

HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 48th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 35-LE48A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.35) LIRR 50th Street Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 2 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 360 250| | | 145 1541 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 2 2| | | 9 9 Parking |Y 5 N | | |Y 5 N Bus Stops | 0| | | 25 Con. Peds | 1230| 0| 1145| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 48th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 35-LE48A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.35) LIRR 50th Street Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 360 0.95 379 TR 642 2 1.050 1.000 674 0.00 0.41 Right 250 0.95 263 SB Left 145 0.95 153 Thru 1541 0.95 1622 LT 1775 3 1.100 1.000 1953 0.09 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 0.70 1.00 2264 SB LT 1900 3 0.93 0.92 1.00 1.00 0.97 0.90 1.00 0.94 3992

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 48th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 35-LE48A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.35) LIRR 50th Street Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 674 2264 0.298 0.367 830 0.812 * WB NB SB LT 1953 3992 0.489 0.567 2262 0.863 * Sum (v/s) critical = 0.787 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.843 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.812 0.367 19.5 1.000 830 16 4.3 23.8 C 23.8 C WB NB SB LT 0.863 0.567 12.6 0.649 2262 12 2.0 10.2 B 10.2 B Intersection Delay = 13.7 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 47th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 36-LE47A.HC9 Area Type: CBD 6-26-5 AM Comment: 2010 Build Conditions (No.36) LIRR 50th Street Alt. 2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 > 2 0 | 0 0 0 | 0 3 < 0 Volumes | | 125 565 | | 1586 205 PHF or PK15| |0.95 0.95 | | 0.95 0.95 Lane W (ft)| | 11.0 | | 10.0 Grade | | 0 | | 0 % Heavy Veh| | 2 2 | | 9 9 Parking | |N Y 5| |Y 5 Y 5 Bus Stops | | 0| | 25 Con. Peds | 1450| 0| 0| %1700 Ped Button | |(Y/N) N | |(Y/N) N Arr Type | | 3 | | 4 RTOR Vols | | 0| | 0 Lost Time | |3.00 3.00 | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * | WB Left * |SB Left Thru * | Thru * Right | Right * Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 47th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 36-LE47A.HC9 Area Type: CBD 6-26-5 AM Comment: 2010 Build Conditions (No.36) LIRR 50th Street Alt. 2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Left 125 0.95 132 Thru 565 0.95 595 LT 727 2 1.050 1.000 763 0.18 0.00 SB Thru 1586 0.95 1669 TR 1885 3 1.100 1.000 2074 0.00 0.11 Right 205 0.95 216 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB LT 1900 2 0.97 0.98 1.00 0.94 1.00 0.90 1.00 0.85 2575 SB TR 1900 3 0.93 0.92 1.00 0.95 0.97 0.90 0.89 1.00 3590

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 47th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 36-LE47A.HC9 Area Type: CBD 6-26-5 AM Comment: 2010 Build Conditions (No.36) LIRR 50th Street Alt. 2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB LT 763 2575 0.296 0.367 944 0.808 * NB SB TR 2074 3590 0.578 0.567 2034 1.020 * Sum (v/s) critical = 0.874 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.936 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB LT 0.808 0.367 19.5 1.000 944 16 3.7 23.2 C 23.2 C NB SB TR 1.019 0.567 14.8 0.649 2034 12 17.9 27.5 D 27.5 D Intersection Delay = 26.3 sec/veh Intersection LOS = D

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 46th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 37-LE46A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.37) LIRR 50th Street Alt. 2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 1 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 315 90| | | 115 1596 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 15.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 2 2| | | 9 9 Parking |Y 5 N | | |Y 5 N Bus Stops | 0| | | 25 Con. Peds | 1210| 0| 1135| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 46th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 37-LE46A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.37) LIRR 50th Street Alt. 2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 315 0.95 332 TR 427 1 1.000 1.000 427 0.00 0.22 Right 90 0.95 95 SB Left 115 0.95 121 Thru 1596 0.95 1680 LT 1801 3 1.100 1.000 1981 0.07 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 1 1.10 0.98 1.00 1.00 1.00 0.90 0.74 1.00 1368 SB LT 1900 3 0.93 0.92 1.00 1.00 0.97 0.90 1.00 0.95 4049

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 46th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 37-LE46A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.37) LIRR 50th Street Alt. 2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 427 1368 0.312 0.367 502 0.851 * WB NB SB LT 1981 4049 0.489 0.567 2294 0.864 * Sum (v/s) critical = 0.801 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.859 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.851 0.367 19.9 1.000 502 16 9.2 29.1 D 29.1 D WB NB SB LT 0.863 0.567 12.6 0.649 2294 12 2.0 10.2 B 10.2 B Intersection Delay = 13.5 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 45th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 38-LX45A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.38) LIRR 50th Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 > 2 0 | 0 0 0 | 0 3 < 0 Volumes | | 225 300 | | 1511 195 PHF or PK15| |0.95 0.95 | | 0.95 0.95 Lane W (ft)| | 11.0 | | 10.0 Grade | | 0 | | 0 % Heavy Veh| | 2 2 | | 9 9 Parking | |N Y 5| |Y 5 N Bus Stops | | 0| | 25 Con. Peds | 1660| 0| 0| %1700 Ped Button | |(Y/N) N | |(Y/N) N Arr Type | | 3 | | 4 RTOR Vols | | 0| | 0 Lost Time | |3.00 3.00 | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * | WB Left * |SB Left Thru * | Thru * Right | Right * Peds | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 41.0P 8.0P Yellow/AR 5.0 |Yellow/AR 5.0 0.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 45th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 38-LX45A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.38) LIRR 50th Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Left 225 0.95 237 Thru 300 0.95 316 LT 553 2 1.050 1.000 581 0.43 0.00 SB Thru 1511 0.95 1591 TR 1796 3 1.100 1.000 1976 0.00 0.11 Right 195 0.95 205 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB LT 1900 2 0.97 0.98 1.00 0.94 1.00 0.90 1.00 0.60 1814 SB TR 1900 3 0.93 0.92 1.00 1.00 0.97 0.90 0.89 1.00 3781

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 45th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 38-LX45A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.38) LIRR 50th Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB LT 581 1814 0.320 0.367 665 0.874 * NB SB TR 1976 3781 0.523 0.478 1806 1.094 * Sum (v/s) critical = 0.843 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.903 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB LT 0.874 0.367 20.2 1.000 665 16 8.7 28.9 D 28.9 D NB SB TR 1.094 0.478 * 0.799 1806 12 * * * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 44th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 39-LX44A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.39) LIRR 50th Street Alt. 2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 0 0 | 0 0 0 | 0 > 4 0 Volumes | | | | 160 1576 PHF or PK15| | | |0.95 0.95 Lane W (ft)| | | | 10.0 Grade | | | | 0 % Heavy Veh| | | | 14 14 Parking | | | |Y 5 N Bus Stops | | | | 25 Con. Peds | 0| 0| 1410| 0 Ped Button | | | |(Y/N) N Arr Type | | | | 4 RTOR Vols | | | | 0 Lost Time | | | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 39.0P 10.0P Yellow/AR 5.0 |Yellow/AR 5.0 0.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 44th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 39-LX44A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.39) LIRR 50th Street Alt. 2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- SB Left 160 0.95 168 Thru 1576 0.95 1659 LT 1827 4 1.100 1.000 2010 0.09 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- SB LT 1900 4 0.93 0.88 1.00 1.00 0.98 0.90 1.00 0.92 5048

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 44th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 39-LX44A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.39) LIRR 50th Street Alt. 2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB NB SB LT 2010 5048 0.398 0.456 2300 0.874 * Sum (v/s) critical = 0.398 Lost Time/Cycle, L = 3.0 sec Critical v/c(x) = 0.412 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB NB SB LT 0.874 0.456 16.8 0.829 2300 12 2.2 16.2 C 16.2 C Intersection Delay = 16.2 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 43rd Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 40-LX43A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.40) LIRR 50th Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 2 0 0 | 0 0 0 | 0 3 0 Volumes | | 195 | | 1576 PHF or PK15| |0.95 | | 0.95 Lane W (ft)| |11.0 | | 10.0 Grade | | 0 | | 0 % Heavy Veh| | 2 | | 14 Parking | |Y 5 N | |Y 5 N Bus Stops | | 0| | 25 Con. Peds | 1700| 0| 0| 0 Ped Button | |(Y/N) N | |(Y/N) N Arr Type | | 3 | | 4 RTOR Vols | | 0| | 0 Lost Time | |3.00 | | 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * * | WB Left * |SB Left Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 39.0P 10.0P Yellow/AR 5.0 |Yellow/AR 5.0 0.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 43rd Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 40-LX43A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.40) LIRR 50th Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Left 195 0.95 205 L 205 2 1.030 1.000 211 1.00 0.00 SB Thru 1576 0.95 1659 T 1659 3 1.100 1.000 1825 0.00 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB L 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 1.00 0.05 162 SB T 1900 3 0.93 0.88 1.00 1.00 0.97 0.90 1.00 1.00 4060

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 43rd Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 40-LX43A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.40) LIRR 50th Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB L 211 162 1.302 0.367 59 3.576 * NB SB T 1825 4060 0.450 0.456 1850 0.986 * Sum (v/s) critical = 1.752 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 1.877 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB L 3.552 0.367 * 1.000 59 16 * * * * * NB SB T 0.987 0.456 18.4 0.829 1850 12 11.4 26.7 D 26.7 D Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 41-LX42A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.41) LIRR 50th Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 2 < 0 | 0 > 2 0 | 0 0 0 | 0 > 3 < 0 Volumes | 565 190| 10 875 | | 155 1546 70 PHF or PK15| 0.95 0.95|0.95 0.95 | |0.95 0.95 0.95 Lane W (ft)| 10.0 | 10.0 | | 10.5 Grade | 0 | 0 | | 0 % Heavy Veh| 14 14| 12 12 | | 14 14 14 Parking |N N |N N | |Y 5 N Bus Stops | 50| 50| | 25 Con. Peds | 1700| 0| 1700| %1700 Ped Button |(Y/N) N |(Y/N) N | |(Y/N) N Arr Type | 3 | 3 | | 3 RTOR Vols | 0| 0| | 0 Lost Time | 3.00 3.00|3.00 3.00 | |3.00 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left * |SB Left * Thru * | Thru * Right | Right * Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 35.0P |Green 45.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 41-LX42A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.41) LIRR 50th Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 565 0.95 595 TR 795 2 1.050 1.000 835 0.00 0.25 Right 190 0.95 200 WB Left 10 0.95 11 Thru 875 0.95 921 LT 932 2 1.050 1.000 979 0.01 0.00 SB Left 155 0.95 163 Thru 1546 0.95 1627 LTR 1864 3 1.100 1.000 2050 0.09 0.04 Right 70 0.95 74 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 2 0.93 0.88 1.00 1.00 0.90 0.90 0.76 1.00 1912 WB LT 1900 2 0.93 0.89 1.00 1.00 0.90 0.90 1.00 0.90 2301 SB LTR 1900 3 0.95 0.88 1.00 1.00 0.97 0.90 0.96 0.92 3642

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 41-LX42A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.41) LIRR 50th Alt.2 ======================================================================= Supplemental Permitted LT Worksheet APPROACH WB Cycle Length, C 90 Actual Green Time for Lane Group, G 35 Effective Green Time for Lane Group, g 37 Opposing Effective Green Time, go 37 Number of Opposing Lanes, No 2 Number of Lanes in Lane Group, N 2 Adjusted Left-Turn Flow Rate, Vlt 12 Proportion of Left Turns in Lane Group, Plt 0.01 Left Turns per Cycle: LTC=Vlt*C/3600 0.30 Adjusted Opposing Flow Rate, Vo 835 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600No 10.44 Opposing Platoon Ratio, Rpo 1 Lost time per phase, tl 3 gf=Gexp(-0.882*LTC^0.717)-tl 21.13 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.59 gq = Volc * qro / (.5 - Volc * (1 - qro) / go)-tl 13.01 gu=g-gq (or g-gf) 15.87 fs=(875-0.625Vo)/1000 0.35 Pl=Plt[1+{(N-1)g/(fs*gu+4.5)}] 0.06 El1 7.75 fmin 0.06 fm,(min=fmin;max=1.00) 0.88 flt=[fm+0.91(N-1)]/N 0.90

HCS: Signalized Intersection Version 2.4g 11-21-2005 4 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 41-LX42A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.41) LIRR 50th Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 835 1912 0.437 0.411 786 1.062 * WB LT 979 2301 0.425 0.411 946 1.035 NB SB LTR 2050 3642 0.563 0.522 1902 1.078 * Sum (v/s) critical = 1.000 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 1.071 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 1.062 0.411 * 1.000 786 16 * * * * * WB LT 1.035 0.411 20.1 1.000 946 16 31.8 52.0 E 52.0 E NB SB LTR 1.078 0.522 * 1.000 1902 16 * * * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 41st Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 42-LE41A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.42) LIRR 50th Street Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 1 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 145 100| | | 90 1656 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 16 16| | | 13 13 Parking |Y 5 Y 5| | |Y 5 N Bus Stops | 0| | | 25 Con. Peds | 1170| 0| 1150| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 35.0P |Green 45.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 41st Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 42-LE41A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.42) LIRR 50th Street Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 145 0.95 153 TR 258 1 1.000 1.000 258 0.00 0.41 Right 100 0.95 105 SB Left 90 0.95 95 Thru 1656 0.95 1743 LT 1838 3 1.100 1.000 2022 0.05 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 1 0.97 0.86 1.00 0.85 1.00 0.90 0.62 1.00 749 SB LT 1900 3 0.93 0.88 1.00 1.00 0.97 0.90 1.00 0.96 3948

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 41st Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 42-LE41A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.42) LIRR 50th Street Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 258 749 0.344 0.411 308 0.838 * WB NB SB LT 2022 3948 0.512 0.522 2062 0.981 * Sum (v/s) critical = 0.857 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.918 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.838 0.411 18.1 1.000 308 16 12.4 30.5 D 30.5 D WB NB SB LT 0.981 0.522 16.0 0.731 2062 12 9.8 21.5 C 21.5 C Intersection Delay = 22.5 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 40th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 43-LEX~1.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.43) LIRR 50th Street Alt. 2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 2 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 315 175| | | 85 1671 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 7 7| | | 13 13 Parking |N Y 5| | |Y 5 N Bus Stops | 0| | | 25 Con. Peds | 1060| 0| 1140| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 40th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 43-LEX~1.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.43) LIRR 50th Street Alt. 2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 315 0.95 332 TR 516 2 1.050 1.000 542 0.00 0.36 Right 175 0.95 184 SB Left 85 0.95 89 Thru 1671 0.95 1759 LT 1848 3 1.100 1.000 2033 0.05 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 2 0.97 0.93 1.00 0.94 1.00 0.90 0.77 1.00 2220 SB LT 1900 3 0.93 0.88 1.00 1.00 0.97 0.90 1.00 0.97 3959

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 40th Street (N-S) Lexington Avenue Analyst: CF/DW File Name: 43-LEX~1.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.43) LIRR 50th Street Alt. 2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 542 2220 0.244 0.367 814 0.666 * WB NB SB LT 2033 3959 0.514 0.567 2243 0.906 * Sum (v/s) critical = 0.758 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.812 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.666 0.367 18.1 1.000 814 16 1.5 19.6 C 19.6 C WB NB SB LT 0.906 0.567 13.2 0.649 2243 12 3.3 11.8 B 11.8 B Intersection Delay = 13.5 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 40th Street Analyst: CF/DW File Name: 44-3&40A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.44) LIRR 50th Street Alt. 2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 2 0 | 0 0 0 Volumes | 2246 105| | 200 200 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 10.0 | | 10.0 | Grade | 0 | | 0 | % Heavy Veh| 12 12| | 11 11 | Parking |Y 5 N | |N Y 5| Bus Stops | 23| | 0| Con. Peds | 1120| 0| 0| %1130 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 40th Street Analyst: CF/DW File Name: 44-3&40A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.44) LIRR 50th Street Alt. 2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2246 0.95 2364 TR 2475 5 1.100 1.000 2723 0.00 0.04 Right 105 0.95 111 EB Left 200 0.95 211 Thru 200 0.95 211 LT 422 2 1.050 1.000 443 0.50 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.89 1.00 1.00 0.98 0.90 0.97 1.00 6780 EB LT 1900 2 0.93 0.90 1.00 0.94 1.00 0.90 1.00 0.66 1768

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 40th Street Analyst: CF/DW File Name: 44-3&40A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.44) LIRR 50th Street Alt. 2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 2723 6780 0.402 0.567 3842 0.709 * SB EB LT 443 1768 0.251 0.367 648 0.684 * WB Sum (v/s) critical = 0.652 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.699 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.709 0.567 10.7 0.649 3842 12 0.3 7.3 B 7.3 B SB EB LT 0.683 0.367 18.3 1.000 648 16 2.1 20.4 C 20.4 C WB Intersection Delay = 9.1 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 41st Street Analyst: CF/DW File Name: 45-3&41A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.45) LIRR 50th Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 2 0 | 0 0 2 Volumes | 2406 40| | 130 105 | 260 PHF or PK15| 0.95 0.95| |0.95 0.95 | 0.95 Lane W (ft)| 10.0 | | 11.0 | 8.5 Grade | 0 | | 0 | 0 % Heavy Veh| 12 12| | 13 13 | 7 Parking |Y 5 N | |N Y 5|N Y 5 Bus Stops | 23| | 0| 0 Con. Peds | 1130| 0| 0| %1170 Ped Button |(Y/N) N | |(Y/N) N |(Y/N) N Arr Type | 4 | | 3 | 3 RTOR Vols | 0| | 0| 0 Lost Time | 3.00 3.00| |3.00 3.00 | 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 41st Street Analyst: CF/DW File Name: 45-3&41A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.45) LIRR 50th Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2406 0.95 2533 TR 2575 5 1.100 1.000 2833 0.00 0.02 Right 40 0.95 42 EB Left 130 0.95 137 Thru 105 0.95 111 LT 248 2 1.050 1.000 260 0.55 0.00 WB Right 260 0.95 274 R 274 2 1.130 1.000 310 0.00 1.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.89 1.00 1.00 0.98 0.90 0.99 1.00 6915 EB LT 1900 2 0.97 0.88 1.00 0.94 1.00 0.90 1.00 0.97 2669 WB R 1900 2 0.88 0.93 1.00 0.94 1.00 0.90 0.29 1.00 775

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 41st Street Analyst: CF/DW File Name: 45-3&41A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.45) LIRR 50th Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 2833 6915 0.410 0.567 3918 0.723 * SB EB LT 260 2669 0.097 0.367 979 0.266 WB R 310 775 0.400 0.367 284 1.092 * Sum (v/s) critical = 0.810 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.868 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.723 0.567 10.9 0.649 3918 12 0.4 7.4 B 7.4 B SB EB LT 0.266 0.367 15.2 1.000 979 16 0.0 15.2 C 15.2 C WB R 1.091 0.367 * 1.000 284 16 * * * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 42nd Street Analyst: CF/DW File Name: 46-3&42A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.46) LIRR 50th Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 5 1 | 0 0 0 | 0 > 2 0 | 0 2 1 Volumes | 265 2396 135| | 175 475 | 620 125 PHF or PK15|0.95 0.95 0.95| |0.95 0.95 | 0.95 0.95 Lane W (ft)| 10.0 10.0| | 10.0 | 10.0 10.0 Grade | 0 | | 0 | 0 % Heavy Veh| 12 12 12| | 13 13 | 9 9 Parking |Y 5 N | |N N |N N Bus Stops | 23| | 50| 50 Con. Peds | 1140| 1645| 0| %1455 Ped Button |(Y/N) N | |(Y/N) N |(Y/N) N Arr Type | 3 3| | 3 | 3 3 RTOR Vols | 0| | 0| 0 Lost Time |3.00 3.00 3.00| |3.00 3.00 | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left * * Thru * | Thru * * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 26.0P 9.0P Yellow/AR 5.0 |Yellow/AR 5.0 5.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 42nd Street Analyst: CF/DW File Name: 46-3&42A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.46) LIRR 50th Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 265 0.95 279 Thru 2396 0.95 2522 LT 2801 5 1.100 1.000 3081 0.10 0.00 Right 135 0.95 142 R 142 1 1.000 1.000 142 0.00 1.00 EB Left 175 0.95 184 Thru 475 0.95 500 LT 684 2 1.050 1.000 718 0.27 0.00 WB Thru 620 0.95 653 T 653 2 1.050 1.000 686 0.00 0.00 Right 125 0.95 132 R 132 1 1.000 1.000 132 0.00 1.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 5 0.93 0.89 1.00 0.98 1.00 0.90 1.00 0.91 6301 R 1900 1 0.93 0.89 1.00 1.00 0.91 0.90 0.31 1.00 397 EB LT 1900 2 0.93 0.88 1.00 1.00 0.90 0.90 1.00 0.80 2030 WB T 1900 2 0.93 0.92 1.00 1.00 1.00 0.90 1.00 1.00 2928 R 1900 1 0.93 0.92 1.00 1.00 0.80 0.90 0.16 1.00 184

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 42nd Street Analyst: CF/DW File Name: 46-3&42A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.46) LIRR 50th Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 3081 6301 0.489 0.467 2940 1.048 * R 142 397 0.358 0.467 185 0.768 SB EB LT 718 2030 0.354 0.467 947 0.758 * WB T 686 2928 0.234 0.311 911 0.753 R 132 184 0.717 0.311 57 2.316 Sum (v/s) critical = 0.843 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.903 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 1.048 0.467 18.2 1.000 2940 16 26.0 44.3 E 43.5 E R 0.766 0.467 15.1 1.000 185 16 11.6 26.7 D SB EB LT 0.758 0.467 15.1 1.000 947 16 2.5 17.5 C 17.5 C WB T 0.753 0.311 21.2 1.000 911 16 2.5 23.7 C * * R 2.306 0.311 * 1.000 57 16 * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 43rd Street Analyst: CF/Dw File Name: 47-3&43A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.47) LIRR 50th Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 5 0 | 0 0 0 | 0 0 0 | 0 1 < 0 Volumes | 70 2646 | | | 105 230 PHF or PK15|0.95 0.95 | | | 0.95 0.95 Lane W (ft)| 10.0 | | | 15.0 Grade | 0 | | | 0 % Heavy Veh| 14 14 | | | 2 2 Parking |Y 5 N | | |Y 5 N Bus Stops | 23| | | 0 Con. Peds | 0| 1370| 0| %1260 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 4 | | | 3 RTOR Vols | 0| | | 0 Lost Time |3.00 3.00 | | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left Thru * | Thru Right | Right Peds * | Peds * | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 43rd Street Analyst: CF/Dw File Name: 47-3&43A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.47) LIRR 50th Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 70 0.95 74 Thru 2646 0.95 2785 LT 2859 5 1.100 1.000 3145 0.03 0.00 WB Thru 105 0.95 111 TR 353 1 1.000 1.000 353 0.00 0.69 Right 230 0.95 242 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 5 0.93 0.88 1.00 1.00 0.98 0.90 1.00 0.98 6728 WB TR 1900 1 1.10 0.98 1.00 1.00 1.00 0.90 0.40 1.00 730

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 43rd Street Analyst: CF/Dw File Name: 47-3&43A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.47) LIRR 50th Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 3145 6728 0.467 0.567 3813 0.825 * SB EB WB TR 353 730 0.484 0.367 268 1.317 * Sum (v/s) critical = 0.951 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 1.019 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.825 0.567 12.1 0.649 3813 12 0.9 8.7 B 8.7 B SB EB WB TR 1.319 0.367 * 1.000 268 16 * * * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 44rd Street Analyst: CF/DW File Name: 48-3&44A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.48) LIRR 50th Street Alt. 2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 1 0 | 0 0 0 Volumes | 2666 230| | 105 55 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 10.0 | | 11.0 | Grade | 0 | | 0 | % Heavy Veh| 14 14| | 2 2 | Parking |Y 5 N | |Y 5 Y 5| Bus Stops | 23| | 0| Con. Peds | 1090| 0| 0| %1060 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 44rd Street Analyst: CF/DW File Name: 48-3&44A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.48) LIRR 50th Street Alt. 2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2666 0.95 2806 TR 3048 5 1.100 1.000 3353 0.00 0.08 Right 230 0.95 242 EB Left 105 0.95 111 Thru 55 0.95 58 LT 169 1 1.000 1.000 169 0.66 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.88 1.00 1.00 0.98 0.90 0.95 1.00 6506 EB LT 1900 1 0.97 0.98 1.00 0.85 1.00 0.90 1.00 0.48 661

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 44rd Street Analyst: CF/DW File Name: 48-3&44A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.48) LIRR 50th Street Alt. 2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 3353 6506 0.515 0.567 3687 0.909 * SB EB LT 169 661 0.256 0.367 242 0.698 * WB Sum (v/s) critical = 0.771 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.826 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.909 0.567 13.3 0.649 3687 12 2.2 10.8 B 10.8 B SB EB LT 0.697 0.367 18.4 1.000 242 16 5.7 24.2 C 24.2 C WB Intersection Delay = 11.4 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 45th Street Analyst: CF/DW File Name: 49-3&45A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.49) LIRR 50th Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 5 0 | 0 0 0 | 0 0 0 | 0 1 1 Volumes | 205 2566 | | | 320 155 PHF or PK15|0.95 0.95 | | | 0.95 0.95 Lane W (ft)| 10.0 | | | 10.0 10.0 Grade | 0 | | | 0 % Heavy Veh| 14 14 | | | 2 2 Parking |Y 5 N | | |Y 5 Y 5 Bus Stops | 23| | | 0 Con. Peds | 0| 1095| 0| %1130 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 4 | | | 3 3 RTOR Vols | 0| | | 0 Lost Time |3.00 3.00 | | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left Thru * | Thru Right | Right Peds * | Peds * | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 45th Street Analyst: CF/DW File Name: 49-3&45A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.49) LIRR 50th Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 205 0.95 216 Thru 2566 0.95 2701 LT 2917 5 1.100 1.000 3209 0.07 0.00 WB Thru 320 0.95 337 T 337 1 1.000 1.000 337 0.00 0.00 Right 155 0.95 163 R 163 1 1.000 1.000 163 0.00 1.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 5 0.93 0.88 1.00 1.00 0.98 0.90 1.00 0.95 6530 WB T 1900 1 0.93 0.98 1.00 0.88 1.00 0.90 1.00 1.00 1369 R 1900 1 0.93 0.98 1.00 0.88 1.00 0.90 0.31 1.00 427

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 45th Street Analyst: CF/DW File Name: 49-3&45A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.49) LIRR 50th Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 3209 6530 0.491 0.567 3700 0.867 * SB EB WB T 337 1369 0.246 0.367 502 0.671 R 163 427 0.382 0.367 157 1.038 * Sum (v/s) critical = 0.873 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.936 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.867 0.567 12.6 0.649 3700 12 1.3 9.5 B 9.5 B SB EB WB T 0.671 0.367 18.2 1.000 502 16 2.4 20.6 C 43.6 E R 1.041 0.367 21.7 1.000 157 16 69.3 91.0 F Intersection Delay = 14.1 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 46th Street (N-S) 3rd Avenue Analyst: MD/Dw File Name: 50-3A46A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.50) LIRR 50th Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 1 0 | 0 0 0 | 0 5 < 0 | 0 0 0 Volumes | 145 245 | | 2511 210| PHF or PK15|0.95 0.95 | | 0.95 0.95| Lane W (ft)| 15.0 | | 12.0 | Grade | 0 | | 0 | % Heavy Veh| 2 2 | | 14 14| Parking |Y 5 Y 5| |Y 5 N | Bus Stops | 0| | 23| Con. Peds | 0| 1180| 1110| 0 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 3 | | 4 | RTOR Vols | 0| | 0| Lost Time |3.00 3.00 | | 3.00 3.00| ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left * |NB Left Thru * | Thru * Right | Right * Peds * | Peds * | WB Left |SB Left Thru | Thru Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (E-W) 46th Street (N-S) 3rd Avenue Analyst: MD/Dw File Name: 50-3A46A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.50) LIRR 50th Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Left 145 0.95 153 Thru 245 0.95 258 LT 411 1 1.000 1.000 411 0.37 0.00 NB Thru 2511 0.95 2643 TR 2864 5 1.100 1.000 3150 0.00 0.08 Right 210 0.95 221 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB LT 1900 1 1.10 0.98 1.00 0.85 1.00 0.90 1.00 0.64 1004 NB TR 1900 5 1.00 0.88 1.00 1.00 0.98 0.90 0.95 1.00 6977

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (E-W) 46th Street (N-S) 3rd Avenue Analyst: MD/Dw File Name: 50-3A46A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.50) LIRR 50th Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB LT 411 1004 0.409 0.367 368 1.117 * WB NB TR 3150 6977 0.451 0.567 3954 0.797 * SB Sum (v/s) critical = 0.861 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.922 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB LT 1.116 0.367 * 1.000 368 16 * * * * * WB NB TR 0.797 0.567 11.7 0.649 3954 12 0.6 8.2 B 8.2 B SB Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 07-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 47th Street (N-S) 3rd Avenue Analyst: CF/DW File Name: 51-3A47A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.51) LIRR 50th Street Alt. 2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 2 < 0 | 0 > 5 0 | 0 0 0 Volumes | | 390 160| 300 2376 | PHF or PK15| | 0.95 0.95|0.95 0.95 | Lane W (ft)| | 11.0 | 12.0 | Grade | | 0 | 0 | % Heavy Veh| | 2 2| 14 14 | Parking | |Y 5 N |Y 5 N | Bus Stops | | 0| 23| Con. Peds | 0| 1060| 0| %1240 Ped Button | |(Y/N) N |(Y/N) N | Arr Type | | 3 | 4 | RTOR Vols | | 0| 0| Lost Time | | 3.00 3.00|3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left * Thru | Thru * Right | Right Peds * | Peds * | WB Left |SB Left Thru * | Thru Right * | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-21-2005 2 ======================================================================= Streets: (E-W) 47th Street (N-S) 3rd Avenue Analyst: CF/DW File Name: 51-3A47A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.51) LIRR 50th Street Alt. 2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Thru 390 0.95 411 TR 579 2 1.050 1.000 608 0.00 0.29 Right 160 0.95 168 NB Left 300 0.95 316 Thru 2376 0.95 2501 LT 2817 5 1.100 1.000 3099 0.11 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB TR 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 0.81 1.00 2625 NB LT 1900 5 1.00 0.88 1.00 1.00 0.98 0.90 1.00 0.92 6750

HCS: Signalized Intersection Version 2.4g 07-21-2005 3 ======================================================================= Streets: (E-W) 47th Street (N-S) 3rd Avenue Analyst: CF/DW File Name: 51-3A47A.HC9 Area Type: CBD 6-23-5 AM Comment: 2010 Build Conditions (No.51) LIRR 50th Street Alt. 2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB TR 608 2625 0.232 0.367 962 0.632 * NB LT 3099 6750 0.459 0.567 3825 0.810 * SB Sum (v/s) critical = 0.691 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.740 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB TR 0.632 0.367 17.9 1.000 962 16 1.0 18.8 C 18.8 C NB LT 0.810 0.567 11.9 0.649 3825 12 0.7 8.4 B 8.4 B SB Intersection Delay = 10.2 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 48th Street Analyst: CF/Dw File Name: 52-3&48A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.52) LIRR 50th Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 1 0 | 0 0 0 Volumes | 2386 150| | 175 290 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 11.0 | | 15.0 | Grade | 0 | | 0 | % Heavy Veh| 14 14| | 2 2 | Parking |Y 5 N | |Y 5 Y 5| Bus Stops | 23| | 0| Con. Peds | 1140| 0| 0| %1080 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 48th Street Analyst: CF/Dw File Name: 52-3&48A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.52) LIRR 50th Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2386 0.95 2512 TR 2670 5 1.100 1.000 2937 0.00 0.06 Right 150 0.95 158 EB Left 175 0.95 184 Thru 290 0.95 305 LT 489 1 1.000 1.000 489 0.38 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.97 0.88 1.00 1.00 0.98 0.90 0.96 1.00 6825 EB LT 1900 1 1.10 0.98 1.00 0.85 1.00 0.90 1.00 0.66 1028

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 48th Street Analyst: CF/Dw File Name: 52-3&48A.HC9 Area Type: CBD 5-19-5 AM Comment: 2010 Build Conditions (No.52) LIRR 50th Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 2937 6825 0.430 0.567 3868 0.759 * SB EB LT 489 1028 0.476 0.367 377 1.297 * WB Sum (v/s) critical = 0.906 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.971 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.759 0.567 11.3 0.649 3868 12 0.5 7.8 B 7.8 B SB EB LT 1.297 0.367 * 1.000 377 16 * * * * * WB Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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Build Alternative 2 Midday Peak Hour

HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 40th Street Analyst: PJO File Name: 13-MD40M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.13) LIRR 50th Street Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 3 < 0 | 0 0 0 | 0 > 2 0 | 0 0 0 Volumes | 1360 115| | 135 320 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 11.0 | | 11.0 | Grade | 0 | | 0 | % Heavy Veh| 12 12| | 10 10 | Parking |Y 5 Y 5| |N Y 5| Bus Stops | 31| | 0| Con. Peds | 1230| 0| 0| %1160 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds | SB Left |WB Left Thru | Thru Right | Right Peds | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 40th Street Analyst: PJO File Name: 13-MD40M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.13) LIRR 50th Street Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 1360 0.95 1432 TR 1553 3 1.100 1.000 1708 0.00 0.08 Right 115 0.95 121 EB Left 135 0.95 142 Thru 320 0.95 337 LT 479 2 1.050 1.000 503 0.30 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 3 0.97 0.89 1.00 0.95 0.96 0.90 0.94 1.00 3801 EB LT 1900 2 0.97 0.91 1.00 0.94 1.00 0.90 1.00 0.79 2231

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 40th Street Analyst: PJO File Name: 13-MD40M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.13) LIRR 50th Street Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 1708 3801 0.449 0.467 1774 0.963 * SB EB LT 503 2231 0.225 0.467 1041 0.483 * WB Sum (v/s) critical = 0.675 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.723 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.963 0.467 17.7 0.815 1774 12 8.3 22.7 C 22.7 C SB EB LT 0.483 0.467 12.6 1.000 1041 16 0.3 12.8 B 12.8 B WB Intersection Delay = 20.4 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 41st Street Analyst: PJO File Name: 14-MD41M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.14) LIRR 50th Street Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 3 < 0 | 0 0 0 | 0 > 1 0 | 0 0 0 Volumes | 1415 75| | 85 105 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 11.0 | | 11.0 | Grade | 0 | | 0 | % Heavy Veh| 12 12| | 18 18 | Parking |Y 5 Y 5| |Y 5 Y 5| Bus Stops | 31| | 0| Con. Peds | 1340| 0| 0| %1245 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds | SB Left |WB Left Thru | Thru Right | Right Peds | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 41st Street Analyst: PJO File Name: 14-MD41M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.14) LIRR 50th Street Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 1415 0.95 1489 TR 1568 3 1.100 1.000 1725 0.00 0.05 Right 75 0.95 79 EB Left 85 0.95 89 Thru 105 0.95 111 LT 200 1 1.000 1.000 200 0.44 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 3 0.97 0.89 1.00 0.95 0.96 0.90 0.96 1.00 3872 EB LT 1900 1 0.97 0.85 1.00 0.85 1.00 0.90 1.00 0.58 686

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 41st Street Analyst: PJO File Name: 14-MD41M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.14) LIRR 50th Street Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 1725 3872 0.446 0.467 1807 0.955 * SB EB LT 200 686 0.292 0.467 320 0.625 * WB Sum (v/s) critical = 0.737 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.790 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.955 0.467 17.5 0.815 1807 12 7.3 21.6 C 21.6 C SB EB LT 0.625 0.467 13.7 1.000 320 16 2.7 16.4 C 16.4 C WB Intersection Delay = 21.0 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 42nd Street Analyst: PJO File Name: 15-MD42M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.15) LIRR 50th Street Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 3 < 0 | 0 0 0 | 0 > 2 0 | 0 2 0 Volumes | 50 1390 65| | 25 710 | 825 PHF or PK15|0.95 0.95 0.95| |0.95 0.95 | 0.95 Lane W (ft)| 11.0 | | 9.0 | 9.0 Grade | 0 | | 0 | 0 % Heavy Veh| 12 12 12| | 11 11 | 11 Parking |Y 5 N | |N N |N Y 5 Bus Stops | 31| | 24| 24 Con. Peds | 1700| 1700| 0| %1700 Ped Button |(Y/N) N | |(Y/N) N |(Y/N) N Arr Type | 3 | | 3 | 3 RTOR Vols | 0| | 0| 0 Lost Time |3.00 3.00 3.00| |3.00 3.00 | 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left * Thru * | Thru * Right * | Right Peds * | Peds | SB Left |WB Left Thru | Thru * * Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 35.0P 7.0P Yellow/AR 5.0 |Yellow/AR 0.0 3.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 42nd Street Analyst: PJO File Name: 15-MD42M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.15) LIRR 50th Street Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 50 0.95 53 Thru 1390 0.95 1463 LTR 1584 3 1.100 1.000 1742 0.03 0.04 Right 65 0.95 68 EB Left 25 0.95 26 Thru 710 0.95 747 LT 773 2 1.050 1.000 812 0.03 0.00 WB Thru 825 0.95 868 T 868 2 1.050 1.000 911 0.00 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LTR 1900 3 0.97 0.89 1.00 1.00 0.96 0.90 0.96 0.97 3939 EB LT 1900 2 0.90 0.90 1.00 1.00 0.95 0.90 1.00 0.80 2106 WB T 1900 2 0.90 0.90 1.00 0.94 0.95 0.90 1.00 1.00 2475

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 42nd Street Analyst: PJO File Name: 15-MD42M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.15) LIRR 50th Street Alt.2 ======================================================================= Supplemental Permitted LT Worksheet APPROACH EB Cycle Length, C 90 Actual Green Time for Lane Group, G 35 Effective Green Time for Lane Group, g 32 Opposing Effective Green Time, go 42 Number of Opposing Lanes, No 2 Number of Lanes in Lane Group, N 2 Adjusted Left-Turn Flow Rate, Vlt 27 Proportion of Left Turns in Lane Group, Plt 0.03 Left Turns per Cycle: LTC=Vlt*C/3600 0.68 Adjusted Opposing Flow Rate, Vo 911 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600No 11.39 Opposing Platoon Ratio, Rpo 1 Lost time per phase, tl 3 gf=Gexp(-0.882*LTC^0.717)-tl 14.99 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.53 gq = Volc * qro / (.5 - Volc * (1 - qro) / go)-tl 13.26 gu=g-gq (or g-gf) 17.01 fs=(875-0.625Vo)/1000 0.31 Pl=Plt[1+{(N-1)g/(fs*gu+4.5)}] 0.14 El1 11.00 fmin 0.07 fm,(min=fmin;max=1.00) 0.69 flt=[fm+0.91(N-1)]/N 0.80

HCS: Signalized Intersection Version 2.4g 11-21-2005 4 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 42nd Street Analyst: PJO File Name: 15-MD42M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.15) LIRR 50th Street Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LTR 1742 3939 0.442 0.467 1838 0.948 * SB EB LT 812 2106 0.386 0.356 749 1.084 WB T 911 2475 0.368 0.467 1155 0.789 * Sum (v/s) critical = 0.810 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.868 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LTR 0.948 0.467 17.4 1.000 1838 16 8.2 25.6 D 25.6 D SB EB LT 1.084 0.356 * 1.000 749 16 * * * * * WB T 0.789 0.467 15.4 1.000 1155 16 2.6 18.0 C 18.0 C Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 43rd Street Analyst: PJO File Name: 16-M&43M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.16) LIRR 50th Street Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 4 0 | 0 0 0 | 0 0 0 | 0 2 < 0 Volumes | 165 1255 | | | 285 130 PHF or PK15|0.95 0.95 | | | 0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 6 6 | | | 2 2 Parking |Y 5 N | | |Y 5 N Bus Stops | 31| | | 0 Con. Peds | 0| 1700| 0| %1700 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 4 | | | 3 RTOR Vols | 0| | | 0 Lost Time |3.00 3.00 | | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left Thru * | Thru Right | Right Peds | Peds | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 43rd Street Analyst: PJO File Name: 16-M&43M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.16) LIRR 50th Street Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 165 0.95 174 Thru 1255 0.95 1321 LT 1495 4 1.100 1.000 1645 0.12 0.00 WB Thru 285 0.95 300 TR 437 2 1.050 1.000 459 0.00 0.31 Right 130 0.95 137 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 4 0.97 0.94 1.00 1.00 0.97 0.90 1.00 0.89 5369 WB TR 1900 2 0.93 0.98 1.00 1.00 1.00 0.90 0.70 1.00 2188

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 43rd Street Analyst: PJO File Name: 16-M&43M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.16) LIRR 50th Street Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 1645 5369 0.306 0.467 2506 0.656 * SB EB WB TR 459 2188 0.210 0.467 1021 0.450 * Sum (v/s) critical = 0.516 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.553 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.657 0.467 14.0 0.815 2506 12 0.3 11.8 B 11.8 B SB EB WB TR 0.450 0.467 12.3 1.000 1021 16 0.2 12.5 B 12.5 B Intersection Delay = 11.9 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 44th Street Analyst: CF File Name: 17-M&44M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.17) LIRR 50th Street Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 4 < 0 | 0 0 0 | 0 > 2 0 | 0 0 0 Volumes | 1315 70| | 235 125 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 11.0 | | 11.0 | Grade | 0 | | 0 | % Heavy Veh| 6 6| | 2 2 | Parking |Y 5 N | |Y 5 N | Bus Stops | 31| | 0| Con. Peds | 1700| 0| 0| %1700 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 44th Street Analyst: CF File Name: 17-M&44M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.17) LIRR 50th Street Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 1315 0.95 1384 TR 1458 4 1.100 1.000 1604 0.00 0.05 Right 70 0.95 74 EB Left 235 0.95 247 Thru 125 0.95 132 LT 379 2 1.050 1.000 398 0.65 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 4 0.97 0.94 1.00 1.00 0.97 0.90 0.95 1.00 5750 EB LT 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 1.00 0.37 1214

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 44th Street Analyst: CF File Name: 17-M&44M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.17) LIRR 50th Street Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 1604 5750 0.279 0.467 2683 0.598 * SB EB LT 398 1214 0.328 0.467 567 0.702 * WB Sum (v/s) critical = 0.607 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.650 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.598 0.467 13.5 0.815 2683 12 0.2 11.2 B 11.2 B SB EB LT 0.703 0.467 14.5 1.000 567 16 2.7 17.2 C 17.2 C WB Intersection Delay = 12.4 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 45th Street Analyst: PJO File Name: 18-M&45M.HC9 Area Type: CBD 10-1-99 MID Comment: 2010 Build Conditions (No.18) ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 4 0 | 0 0 0 | 0 0 0 | 0 1 < 0 Volumes | 130 1415 | | | 275 140 PHF or PK15|0.95 0.95 | | | 0.95 0.95 Lane W (ft)| 11.0 | | | 15.0 Grade | 0 | | | 0 % Heavy Veh| 6 6 | | | 2 2 Parking |Y 5 N | | |Y 5 Y 5 Bus Stops | 31| | | 0 Con. Peds | 0| 1700| 0| %1700 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 4 | | | 3 RTOR Vols | 0| | | 0 Lost Time |3.00 3.00 | | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left Thru * | Thru Right | Right Peds | Peds | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 45th Street Analyst: PJO File Name: 18-M&45M.HC9 Area Type: CBD 10-1-99 MID Comment: 2010 Build Conditions (No.18) ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 130 0.95 137 Thru 1415 0.95 1489 LT 1626 4 1.100 1.000 1789 0.08 0.00 WB Thru 275 0.95 289 TR 436 1 1.000 1.000 436 0.00 0.34 Right 140 0.95 147 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 4 0.97 0.94 1.00 1.00 0.97 0.90 1.00 0.92 5556 WB TR 1900 1 1.10 0.98 1.00 0.85 1.00 0.90 0.58 1.00 912

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 45th Street Analyst: PJO File Name: 18-M&45M.HC9 Area Type: CBD 10-1-99 MID Comment: 2010 Build Conditions (No.18) ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 1789 5556 0.322 0.467 2593 0.690 * SB EB WB TR 436 912 0.478 0.467 426 1.023 * Sum (v/s) critical = 0.800 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.857 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.690 0.467 14.3 0.815 2593 12 0.4 12.1 B 12.1 B SB EB WB TR 1.024 0.467 18.2 1.000 426 16 40.3 58.6 E 58.6 E Intersection Delay = 21.2 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 46th Street Analyst: PJO File Name: 19-M&46M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.19) LIRR 50th Street Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 4 < 0 | 0 0 0 | 0 > 1 0 | 0 0 0 Volumes | 1455 125| | 100 375 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 11.0 | | 15.0 | Grade | 0 | | 0 | % Heavy Veh| 6 6| | 2 2 | Parking |Y 5 N | |Y 5 Y 5| Bus Stops | 31| | 0| Con. Peds | 1700| 0| 0| %1700 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 46th Street Analyst: PJO File Name: 19-M&46M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.19) LIRR 50th Street Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 1455 0.95 1532 TR 1664 4 1.100 1.000 1830 0.00 0.08 Right 125 0.95 132 EB Left 100 0.95 105 Thru 375 0.95 395 LT 500 1 1.000 1.000 500 0.21 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 4 0.97 0.94 1.00 1.00 0.97 0.90 0.92 1.00 5584 EB LT 1900 1 1.10 0.98 1.00 0.85 1.00 0.90 1.00 0.70 1100

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (N-S) Madison Avenue (E-W) 46th Street Analyst: PJO File Name: 19-M&46M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.19) LIRR 50th Street Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 1830 5584 0.328 0.467 2606 0.702 * SB EB LT 500 1100 0.455 0.467 513 0.975 * WB Sum (v/s) critical = 0.782 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.838 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.702 0.467 14.5 0.815 2606 12 0.5 12.2 B 12.2 B SB EB LT 0.974 0.467 17.8 1.000 513 16 24.7 42.5 E 42.5 E WB Intersection Delay = 18.7 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 47th Street (N-S) Madison Avenue Analyst: PJO File Name: 20-M&47M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.20) LIRR 50th Street Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 2 < 0 | 0 > 4 0 | 0 0 0 Volumes | | 505 175| 115 1460 | PHF or PK15| | 0.95 0.95|0.95 0.95 | Lane W (ft)| | 11.0 | 11.0 | Grade | | 0 | 0 | % Heavy Veh| | 2 2| 6 6 | Parking | |Y 5 N |Y 5 N | Bus Stops | | 0| 31| Con. Peds | 0| 1220| 0| %1130 Ped Button | |(Y/N) N |(Y/N) N | Arr Type | | 3 | 4 | RTOR Vols | | 0| 0| Lost Time | | 3.00 3.00|3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left * Thru | Thru * Right | Right Peds * | Peds * | WB Left |SB Left Thru * | Thru Right * | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 47th Street (N-S) Madison Avenue Analyst: PJO File Name: 20-M&47M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.20) LIRR 50th Street Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Thru 505 0.95 532 TR 716 2 1.050 1.000 752 0.00 0.26 Right 175 0.95 184 NB Left 115 0.95 121 Thru 1460 0.95 1537 LT 1658 4 1.100 1.000 1824 0.07 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB TR 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 0.81 1.00 2632 NB LT 1900 4 0.97 0.94 1.00 1.00 0.97 0.90 1.00 0.95 5741

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 47th Street (N-S) Madison Avenue Analyst: PJO File Name: 20-M&47M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.20) LIRR 50th Street Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB TR 752 2632 0.286 0.467 1228 0.612 * NB LT 1824 5741 0.318 0.467 2679 0.681 * SB Sum (v/s) critical = 0.603 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.647 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB TR 0.612 0.467 13.6 1.000 1228 16 0.7 14.3 B 14.3 B NB LT 0.681 0.467 14.3 0.815 2679 12 0.4 12.0 B 12.0 B SB Intersection Delay = 12.7 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 48th Street (N-S) Madison Avenue Analyst: PJO/DW File Name: 21-M&48M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.21) LIRR 50th Street Alt.1 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 2 0 | 0 0 0 | 0 4 < 0 | 0 0 0 Volumes | 150 490 | | 1457 180| PHF or PK15|0.95 0.95 | | 0.95 0.95| Lane W (ft)| 11.0 | | 11.0 | Grade | 0 | | 0 | % Heavy Veh| 2 2 | | 6 6| Parking |N Y 5| |Y 5 N | Bus Stops | 0| | 31| Con. Peds | 0| 1700| 1700| 0 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 3 | | 4 | RTOR Vols | 0| | 0| Lost Time |3.00 3.00 | | 3.00 3.00| ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left * |NB Left Thru * | Thru * Right | Right * Peds * | Peds * | WB Left |SB Left Thru | Thru Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (E-W) 48th Street (N-S) Madison Avenue Analyst: PJO/DW File Name: 21-M&48M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.21) LIRR 50th Street Alt.1 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Left 150 0.95 158 Thru 490 0.95 516 LT 674 2 1.050 1.000 708 0.23 0.00 NB Thru 1457 0.95 1534 TR 1723 4 1.100 1.000 1895 0.00 0.11 Right 180 0.95 189 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB LT 1900 2 0.97 0.98 1.00 0.94 1.00 0.90 1.00 0.78 2355 NB TR 1900 4 0.97 0.94 1.00 1.00 0.97 0.90 0.89 1.00 5408

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (E-W) 48th Street (N-S) Madison Avenue Analyst: PJO/DW File Name: 21-M&48M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.21) LIRR 50th Street Alt.1 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB LT 708 2355 0.301 0.467 1099 0.644 * WB NB TR 1895 5408 0.350 0.467 2524 0.751 * SB Sum (v/s) critical = 0.651 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.698 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB LT 0.644 0.467 13.9 1.000 1099 16 0.9 14.8 B 14.8 B WB NB TR 0.751 0.467 15.0 0.815 2524 12 0.7 12.9 B 12.9 B SB Intersection Delay = 13.4 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 48th Street (N-S) Lexington Avenue Analyst: PJO/Dw File Name: 35-LE48M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.35) LIRR 50th Street Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 2 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 290 235| | | 175 1331 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 2 2| | | 6 6 Parking |Y 5 N | | |Y 5 N Bus Stops | 0| | | 15 Con. Peds | 1135| 0| 1100| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 48th Street (N-S) Lexington Avenue Analyst: PJO/Dw File Name: 35-LE48M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.35) LIRR 50th Street Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 290 0.95 305 TR 552 2 1.050 1.000 580 0.00 0.45 Right 235 0.95 247 SB Left 175 0.95 184 Thru 1331 0.95 1401 LT 1585 3 1.100 1.000 1744 0.12 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 0.69 1.00 2240 SB LT 1900 3 0.93 0.94 1.00 1.00 0.98 0.90 1.00 0.92 4080

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 48th Street (N-S) Lexington Avenue Analyst: PJO/Dw File Name: 35-LE48M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.35) LIRR 50th Street Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 580 2240 0.259 0.467 1045 0.555 * WB NB SB LT 1744 4080 0.427 0.467 1904 0.916 * Sum (v/s) critical = 0.686 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.735 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.555 0.467 13.1 1.000 1045 16 0.5 13.6 B 13.6 B WB NB SB LT 0.916 0.467 17.0 0.815 1904 12 4.2 18.1 C 18.1 C Intersection Delay = 17.0 sec/veh Intersection LOS = C

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 47th Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 36-LE47M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.36) LIRR 50th Alt. 2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 > 1 0 | 0 0 0 | 0 3 < 0 Volumes | | 125 495 | | 1391 170 PHF or PK15| |0.95 0.95 | | 0.95 0.95 Lane W (ft)| | 15.0 | | 10.0 Grade | | 0 | | 0 % Heavy Veh| | 2 2 | | 6 6 Parking | |Y 5 N | |Y 5 N Bus Stops | | 0| | 15 Con. Peds | 1225| 0| 0| %1700 Ped Button | |(Y/N) N | |(Y/N) N Arr Type | | 3 | | 4 RTOR Vols | | 0| | 0 Lost Time | |3.00 3.00 | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * | WB Left * |SB Left Thru * | Thru * Right | Right * Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 47th Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 36-LE47M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.36) LIRR 50th Alt. 2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Left 125 0.95 132 Thru 495 0.95 521 LT 653 1 1.000 1.000 653 0.20 0.00 SB Thru 1391 0.95 1464 TR 1643 3 1.100 1.000 1807 0.00 0.11 Right 170 0.95 179 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB LT 1900 1 1.10 0.98 1.00 1.00 1.00 0.90 1.00 0.75 1392 SB TR 1900 3 0.93 0.94 1.00 1.00 0.98 0.90 0.90 1.00 3964

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 47th Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 36-LE47M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.36) LIRR 50th Alt. 2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB LT 653 1392 0.469 0.467 650 1.005 * NB SB TR 1807 3964 0.456 0.467 1850 0.977 * Sum (v/s) critical = 0.925 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.991 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB LT 1.005 0.467 18.2 1.000 650 16 28.4 46.7 E 46.7 E NB SB TR 0.977 0.467 17.9 0.815 1850 12 9.9 24.4 C 24.4 C Intersection Delay = 30.3 sec/veh Intersection LOS = D

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 46th Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 37-LE46M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.37) LIRR 50th Alt. 2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 1 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 450 160| | | 95 1426 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 15.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 2 2| | | 6 6 Parking |Y 5 N | | |Y 5 N Bus Stops | 0| | | 15 Con. Peds | 1125| 0| 1095| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 46th Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 37-LE46M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.37) LIRR 50th Alt. 2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 450 0.95 474 TR 642 1 1.000 1.000 642 0.00 0.26 Right 160 0.95 168 SB Left 95 0.95 100 Thru 1426 0.95 1501 LT 1601 3 1.100 1.000 1761 0.06 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 1 1.10 0.98 1.00 1.00 1.00 0.90 0.72 1.00 1336 SB LT 1900 3 0.93 0.94 1.00 1.00 0.98 0.90 1.00 0.96 4241

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 46th Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 37-LE46M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.37) LIRR 50th Alt. 2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 642 1336 0.481 0.467 623 1.030 * WB NB SB LT 1761 4241 0.415 0.467 1979 0.890 * Sum (v/s) critical = 0.896 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.960 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 1.030 0.467 18.2 1.000 623 16 35.8 54.0 E 54.0 E WB NB SB LT 0.890 0.467 16.6 0.815 1979 12 3.0 16.6 C 16.6 C Intersection Delay = 26.6 sec/veh Intersection LOS = D

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 45th Street (N-S) Lexington Avenue Analyst: PJO/Dw File Name: 38-LX45M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.38) LIRR 50th Alt. 2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 > 2 0 | 0 0 0 | 0 3 < 0 Volumes | | 145 290 | | 1421 120 PHF or PK15| |0.95 0.95 | | 0.95 0.95 Lane W (ft)| | 15.0 | | 10.0 Grade | | 0 | | 0 % Heavy Veh| | 2 2 | | 12 12 Parking | |N Y 5| |Y 5 N Bus Stops | | 0| | 15 Con. Peds | 1500| 0| 0| %1700 Ped Button | |(Y/N) N | |(Y/N) N Arr Type | | 3 | | 4 RTOR Vols | | 0| | 0 Lost Time | |3.00 3.00 | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * | WB Left * |SB Left Thru * | Thru * Right | Right * Peds | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 35.0P 5.0P Yellow/AR 5.0 |Yellow/AR 5.0 0.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 45th Street (N-S) Lexington Avenue Analyst: PJO/Dw File Name: 38-LX45M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.38) LIRR 50th Alt. 2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Left 145 0.95 153 Thru 290 0.95 305 LT 458 2 1.050 1.000 481 0.33 0.00 SB Thru 1421 0.95 1496 TR 1622 3 1.100 1.000 1784 0.00 0.08 Right 120 0.95 126 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB LT 1900 2 1.10 0.98 1.00 0.94 1.00 0.90 1.00 0.71 2459 SB TR 1900 3 0.93 0.89 1.00 1.00 0.98 0.90 0.93 1.00 3877

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 45th Street (N-S) Lexington Avenue Analyst: PJO/Dw File Name: 38-LX45M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.38) LIRR 50th Alt. 2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB LT 481 2459 0.196 0.467 1148 0.419 * NB SB TR 1784 3877 0.460 0.411 1594 1.119 * Sum (v/s) critical = 0.656 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.703 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB LT 0.419 0.467 12.1 1.000 1148 16 0.2 12.2 B 12.2 B NB SB TR 1.119 0.411 * 0.882 1594 12 * * * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 44th Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 39-LX44M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.39) LIRR 50th Alt. 2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | | | | 155 1371 PHF or PK15| | | |0.95 0.95 Lane W (ft)| | | | 10.0 Grade | | | | 0 % Heavy Veh| | | | 12 12 Parking | | | |Y 5 N Bus Stops | | | | 15 Con. Peds | 0| 0| 1380| 0 Ped Button | | | |(Y/N) N Arr Type | | | | 3 RTOR Vols | | | | 0 Lost Time | | | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 35.0P 5.0P Yellow/AR 5.0 |Yellow/AR 5.0 0.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 44th Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 39-LX44M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.39) LIRR 50th Alt. 2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- SB Left 155 0.95 163 Thru 1371 0.95 1443 LT 1606 3 1.100 1.000 1767 0.10 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- SB LT 1900 3 0.93 0.89 1.00 1.00 0.98 0.90 1.00 0.92 3846

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 44th Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 39-LX44M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.39) LIRR 50th Alt. 2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB NB SB LT 1767 3846 0.459 0.411 1581 1.118 * Sum (v/s) critical = 0.459 Lost Time/Cycle, L = 3.0 sec Critical v/c(x) = 0.475 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB NB SB LT 1.118 0.411 * 1.000 1581 16 * * * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 43rd Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 40-LX43M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.40) LIRR 50th Alt. 2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 2 0 0 | 0 0 0 | 0 3 0 Volumes | | 195 | | 1371 PHF or PK15| |0.95 | | 0.95 Lane W (ft)| |11.0 | | 10.0 Grade | | 0 | | 0 % Heavy Veh| | 2 | | 12 Parking | |Y 5 N | |Y 5 N Bus Stops | | 0| | 15 Con. Peds | 1545| 0| 0| 0 Ped Button | |(Y/N) N | |(Y/N) N Arr Type | | 3 | | 4 RTOR Vols | | 0| | 0 Lost Time | |3.00 | | 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru | Thru Right | Right Peds * | Peds * * | WB Left * |SB Left Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 44.0P 5.0P Yellow/AR 5.0 |Yellow/AR 5.0 0.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 43rd Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 40-LX43M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.40) LIRR 50th Alt. 2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Left 195 0.95 205 L 205 2 1.030 1.000 211 1.00 0.00 SB Thru 1371 0.95 1443 T 1443 3 1.100 1.000 1587 0.00 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB L 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 1.00 0.11 370 SB T 1900 3 0.93 0.89 1.00 1.00 0.98 0.90 1.00 1.00 4190

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 43rd Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 40-LX43M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.40) LIRR 50th Alt. 2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB L 211 370 0.570 0.367 136 1.551 * NB SB T 1587 4190 0.379 0.511 2142 0.741 * Sum (v/s) critical = 0.949 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 1.017 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB L 1.555 0.367 * 1.000 136 16 * * * * * NB SB T 0.741 0.511 13.2 0.749 2142 12 0.8 10.6 B 10.6 B Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 41-LX42M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.41) LIRR 50th Street Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 2 < 0 | 0 > 2 0 | 0 0 0 | 0 > 3 < 0 Volumes | 630 145| 10 785 | | 120 1261 185 PHF or PK15| 0.95 0.95|0.95 0.95 | |0.95 0.95 0.95 Lane W (ft)| 10.0 | 10.0 | | 10.0 Grade | 0 | 0 | | 0 % Heavy Veh| 10 10| 10 10 | | 12 12 12 Parking |N N |N N | |Y 5 N Bus Stops | 24| 24| | 15 Con. Peds | 1700| 0| 1700| %1700 Ped Button |(Y/N) N |(Y/N) N | |(Y/N) N Arr Type | 3 | 3 | | 3 RTOR Vols | 0| 0| | 0 Lost Time | 3.00 3.00|3.00 3.00 | |3.00 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left * |SB Left * Thru * | Thru * Right | Right * Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 35.0P |Green 45.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 41-LX42M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.41) LIRR 50th Street Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 630 0.95 663 TR 816 2 1.050 1.000 857 0.00 0.19 Right 145 0.95 153 WB Left 10 0.95 11 Thru 785 0.95 826 LT 837 2 1.050 1.000 879 0.01 0.00 SB Left 120 0.95 126 Thru 1261 0.95 1327 LTR 1648 3 1.100 1.000 1813 0.08 0.12 Right 185 0.95 195 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 2 0.93 0.91 1.00 1.00 0.95 0.90 0.82 1.00 2266 WB LT 1900 2 0.93 0.91 1.00 1.00 0.95 0.90 1.00 0.88 2444 SB LTR 1900 3 0.93 0.89 1.00 1.00 0.98 0.90 0.89 0.93 3441

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 41-LX42M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.41) LIRR 50th Street Alt.2 ======================================================================= Supplemental Permitted LT Worksheet APPROACH WB Cycle Length, C 90 Actual Green Time for Lane Group, G 35 Effective Green Time for Lane Group, g 37 Opposing Effective Green Time, go 37 Number of Opposing Lanes, No 2 Number of Lanes in Lane Group, N 2 Adjusted Left-Turn Flow Rate, Vlt 12 Proportion of Left Turns in Lane Group, Plt 0.01 Left Turns per Cycle: LTC=Vlt*C/3600 0.30 Adjusted Opposing Flow Rate, Vo 857 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600No 10.71 Opposing Platoon Ratio, Rpo 1 Lost time per phase, tl 3 gf=Gexp(-0.882*LTC^0.717)-tl 21.13 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.59 gq = Volc * qro / (.5 - Volc * (1 - qro) / go)-tl 13.56 gu=g-gq (or g-gf) 15.87 fs=(875-0.625Vo)/1000 0.34 Pl=Plt[1+{(N-1)g/(fs*gu+4.5)}] 0.06 El1 8.85 fmin 0.06 fm,(min=fmin;max=1.00) 0.86 flt=[fm+0.91(N-1)]/N 0.88

HCS: Signalized Intersection Version 2.4g 11-21-2005 4 ======================================================================= Streets: (E-W) 42nd Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 41-LX42M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.41) LIRR 50th Street Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 857 2266 0.378 0.411 932 0.920 * WB LT 879 2444 0.360 0.411 1005 0.875 NB SB LTR 1813 3441 0.527 0.522 1797 1.009 * Sum (v/s) critical = 0.905 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.970 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.920 0.411 19.1 1.000 932 16 10.1 29.2 D 29.2 D WB LT 0.875 0.411 18.5 1.000 1005 16 6.2 24.7 C 24.7 C NB SB LTR 1.009 0.522 16.3 1.000 1797 16 18.3 34.7 D 34.7 D Intersection Delay = 30.9 sec/veh Intersection LOS = D

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 41st Street (N-S) Lexington avenue Analyst: PJO/Dw File Name: 42-LE41M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.42) LIRR 50th Street Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 1 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 160 75| | | 55 1361 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 22 22| | | 12 12 Parking |Y 5 Y 5| | |Y 5 N Bus Stops | 0| | | 15 Con. Peds | 1105| 0| 1095| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 35.0P |Green 45.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 41st Street (N-S) Lexington avenue Analyst: PJO/Dw File Name: 42-LE41M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.42) LIRR 50th Street Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 160 0.95 168 TR 247 1 1.000 1.000 247 0.00 0.32 Right 75 0.95 79 SB Left 55 0.95 58 Thru 1361 0.95 1433 LT 1491 3 1.100 1.000 1640 0.04 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 1 0.97 0.82 1.00 0.85 1.00 0.90 0.69 1.00 793 SB LT 1900 3 0.93 0.89 1.00 1.00 0.98 0.90 1.00 0.97 4080

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 41st Street (N-S) Lexington avenue Analyst: PJO/Dw File Name: 42-LE41M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.42) LIRR 50th Street Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 247 793 0.311 0.411 326 0.758 * WB NB SB LT 1640 4080 0.402 0.522 2131 0.770 * Sum (v/s) critical = 0.713 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.764 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.758 0.411 17.2 1.000 326 16 6.7 23.9 C 23.9 C WB NB SB LT 0.770 0.522 13.1 0.731 2131 12 0.9 10.5 B 10.5 B Intersection Delay = 12.2 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 11-21-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 40th Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 43-LX40M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.43) LIRR 50th Street Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 2 < 0 | 0 0 0 | 0 0 0 | 0 > 3 0 Volumes | 260 170| | | 80 1356 PHF or PK15| 0.95 0.95| | |0.95 0.95 Lane W (ft)| 11.0 | | | 10.0 Grade | 0 | | | 0 % Heavy Veh| 7 7| | | 12 12 Parking |N Y 5| | |Y 5 N Bus Stops | 0| | | 15 Con. Peds | 1060| 0| 1095| 0 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 3 | | | 4 RTOR Vols | 0| | | 0 Lost Time | 3.00 3.00| | |3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left Thru * | Thru Right * | Right Peds * | Peds * | WB Left |SB Left * Thru | Thru * Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 31.0P |Green 49.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 11-21-2005 2 ======================================================================= Streets: (E-W) 40th Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 43-LX40M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.43) LIRR 50th Street Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Thru 260 0.95 274 TR 453 2 1.050 1.000 476 0.00 0.40 Right 170 0.95 179 SB Left 80 0.95 84 Thru 1356 0.95 1427 LT 1511 3 1.100 1.000 1662 0.06 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB TR 1900 2 0.97 0.93 1.00 0.94 1.00 0.90 0.74 1.00 2147 SB LT 1900 3 0.93 0.89 1.00 1.00 0.98 0.90 1.00 0.96 4033

HCS: Signalized Intersection Version 2.4g 11-21-2005 3 ======================================================================= Streets: (E-W) 40th Street (N-S) Lexington Avenue Analyst: PJO/DW File Name: 43-LX40M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.43) LIRR 50th Street Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB TR 476 2147 0.222 0.367 787 0.605 * WB NB SB LT 1662 4033 0.412 0.567 2285 0.727 * Sum (v/s) critical = 0.634 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.679 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB TR 0.605 0.367 17.6 1.000 787 16 1.0 18.6 C 18.6 C WB NB SB LT 0.727 0.567 10.9 0.649 2285 12 0.6 7.7 B 7.7 B Intersection Delay = 10.1 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 40th Street Analyst: PJO/DW File Name: 44-3&40M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.44) LIRR 50th Street Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 2 0 | 0 0 0 Volumes | 2311 95| | 170 170 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 10.0 | | 10.0 | Grade | 0 | | 0 | % Heavy Veh| 13 13| | 11 11 | Parking |Y 5 N | |N Y 5| Bus Stops | 10| | 0| Con. Peds | 1080| 0| 0| %1090 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 40th Street Analyst: PJO/DW File Name: 44-3&40M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.44) LIRR 50th Street Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2311 0.95 2433 TR 2533 5 1.100 1.000 2786 0.00 0.04 Right 95 0.95 100 EB Left 170 0.95 179 Thru 170 0.95 179 LT 358 2 1.050 1.000 376 0.50 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.88 1.00 1.00 0.99 0.90 0.97 1.00 6822 EB LT 1900 2 0.93 0.90 1.00 0.94 1.00 0.90 1.00 0.67 1794

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 40th Street Analyst: PJO/DW File Name: 44-3&40M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.44) LIRR 50th Street Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 2786 6822 0.408 0.567 3866 0.721 * SB EB LT 376 1794 0.210 0.367 658 0.571 * WB Sum (v/s) critical = 0.618 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.662 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.721 0.567 10.9 0.649 3866 12 0.4 7.4 B 7.4 B SB EB LT 0.572 0.367 17.4 1.000 658 16 0.9 18.3 C 18.3 C WB Intersection Delay = 8.7 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 41st Street Analyst: PJO/DW File Name: 45-3&41M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.45) LIRR 50th Street Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 1 0 | 0 0 1 Volumes | 2426 55| | 160 55 | 115 PHF or PK15| 0.95 0.95| |0.95 0.95 | 0.95 Lane W (ft)| 10.0 | | 11.0 | 11.0 Grade | 0 | | 0 | 0 % Heavy Veh| 13 13| | 23 23 | 4 Parking |Y 5 N | |Y 5 Y 5|N Y 5 Bus Stops | 10| | 0| 0 Con. Peds | 1090| 0| 0| %1100 Ped Button |(Y/N) N | |(Y/N) N |(Y/N) N Arr Type | 4 | | 3 | 3 RTOR Vols | 0| | 0| 0 Lost Time | 3.00 3.00| |3.00 3.00 | 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 41st Street Analyst: PJO/DW File Name: 45-3&41M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.45) LIRR 50th Street Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2426 0.95 2554 TR 2612 5 1.100 1.000 2873 0.00 0.02 Right 55 0.95 58 EB Left 160 0.95 168 Thru 55 0.95 58 LT 226 1 1.000 1.000 226 0.74 0.00 WB Right 115 0.95 121 R 121 1 1.000 1.000 121 0.00 1.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.88 1.00 1.00 0.99 0.90 0.99 1.00 6901 EB LT 1900 1 0.97 0.81 1.00 0.85 1.00 0.90 1.00 0.96 1101 WB R 1900 1 0.97 0.96 1.00 0.88 1.00 0.90 0.33 1.00 454

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 41st Street Analyst: PJO/DW File Name: 45-3&41M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.45) LIRR 50th Street Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 2873 6901 0.416 0.567 3911 0.735 * SB EB LT 226 1101 0.205 0.367 404 0.559 WB R 121 454 0.267 0.367 166 0.729 * Sum (v/s) critical = 0.683 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.732 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.735 0.567 11.0 0.649 3911 12 0.4 7.5 B 7.5 B SB EB LT 0.560 0.367 17.3 1.000 404 16 1.3 18.6 C 18.6 C WB R 0.727 0.367 18.7 1.000 166 16 9.8 28.5 D 28.5 D Intersection Delay = 9.1 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 42nd Street Analyst: PJO/DW File Name: 46-3&42M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.46) LIRR 50th Alt. 2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 5 1 | 0 0 0 | 0 > 2 0 | 0 2 1 Volumes | 295 2166 240| | 310 445 | 495 145 PHF or PK15|0.95 0.95 0.95| |0.95 0.95 | 0.95 0.95 Lane W (ft)| 10.0 10.0| | 10.0 | 10.0 10.0 Grade | 0 | | 0 | 0 % Heavy Veh| 11 11 11| | 12 12 | 7 7 Parking |Y 5 N | |N N |N N Bus Stops | 10| | 24| 24 Con. Peds | 1095| 1305| 0| %1125 Ped Button |(Y/N) N | |(Y/N) N |(Y/N) N Arr Type | 3 3| | 3 | 3 3 RTOR Vols | 0| | 0| 0 Lost Time |3.00 3.00 3.00| |3.00 3.00 | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left * * Thru * | Thru * * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 26.0P 9.0P Yellow/AR 5.0 |Yellow/AR 5.0 5.0 Cycle Length: 90 secs Phase combination order: #1 #5 #6

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 42nd Street Analyst: PJO/DW File Name: 46-3&42M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.46) LIRR 50th Alt. 2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 295 0.95 311 Thru 2166 0.95 2280 LT 2591 5 1.100 1.000 2850 0.12 0.00 Right 240 0.95 253 R 253 1 1.000 1.000 253 0.00 1.00 EB Left 310 0.95 326 Thru 445 0.95 468 LT 794 2 1.050 1.000 834 0.41 0.00 WB Thru 495 0.95 521 T 521 2 1.050 1.000 547 0.00 0.00 Right 145 0.95 153 R 153 1 1.000 1.000 153 0.00 1.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 5 0.93 0.90 1.00 0.98 1.00 0.90 1.00 0.91 6360 R 1900 1 0.93 0.90 1.00 1.00 0.96 0.90 0.33 1.00 454 EB LT 1900 2 0.93 0.89 1.00 1.00 0.95 0.90 1.00 0.77 2089 WB T 1900 2 0.93 0.93 1.00 1.00 1.00 0.90 1.00 1.00 2983 R 1900 1 0.93 0.93 1.00 1.00 0.90 0.90 0.31 1.00 424

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 42nd Street Analyst: PJO/DW File Name: 46-3&42M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.46) LIRR 50th Alt. 2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 2850 6360 0.448 0.467 2968 0.960 R 253 454 0.557 0.467 212 1.193 * SB EB LT 834 2089 0.399 0.467 975 0.855 * WB T 547 2983 0.183 0.311 928 0.589 R 153 424 0.361 0.311 132 1.159 Sum (v/s) critical = 0.957 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 1.025 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.960 0.467 17.6 1.000 2968 16 6.8 24.4 C * * R 1.194 0.467 * 1.000 212 16 * * * SB EB LT 0.856 0.467 16.2 1.000 975 16 5.4 21.6 C 21.6 C WB T 0.589 0.311 19.9 1.000 928 16 0.7 20.6 C * * R 1.160 0.311 * 1.000 132 16 * * * Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 43rd Street Analyst: PJO/DW File Name: 47-3&43M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.47) LIRR 50th Alt. 2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 5 0 | 0 0 0 | 0 0 0 | 0 1 < 0 Volumes | 105 2516 | | | 90 200 PHF or PK15|0.95 0.95 | | | 0.95 0.95 Lane W (ft)| 10.0 | | | 15.0 Grade | 0 | | | 0 % Heavy Veh| 11 11 | | | 2 2 Parking |Y 5 N | | |Y 5 N Bus Stops | 10| | | 0 Con. Peds | 0| 1190| 0| %1145 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 4 | | | 3 RTOR Vols | 0| | | 0 Lost Time |3.00 3.00 | | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left Thru * | Thru Right | Right Peds * | Peds * | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 43rd Street Analyst: PJO/DW File Name: 47-3&43M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.47) LIRR 50th Alt. 2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 105 0.95 111 Thru 2516 0.95 2648 LT 2759 5 1.100 1.000 3035 0.04 0.00 WB Thru 90 0.95 95 TR 306 1 1.000 1.000 306 0.00 0.69 Right 200 0.95 211 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 5 0.93 0.90 1.00 1.00 0.99 0.90 1.00 0.97 6926 WB TR 1900 1 1.10 0.98 1.00 1.00 1.00 0.90 0.43 1.00 795

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 43rd Street Analyst: PJO/DW File Name: 47-3&43M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.47) LIRR 50th Alt. 2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 3035 6926 0.438 0.567 3925 0.773 * SB EB WB TR 306 795 0.385 0.367 292 1.048 * Sum (v/s) critical = 0.823 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.882 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.773 0.567 11.4 0.649 3925 12 0.5 7.9 B 7.9 B SB EB WB TR 1.050 0.367 21.7 1.000 292 16 56.2 77.9 F 77.9 F Intersection Delay = 14.4 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 44th Street Analyst: PJO/DW File Name: 48-3&44M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.48) LIRR 50th Street Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 1 0 | 0 0 0 Volumes | 2506 205| | 110 85 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 10.0 | | 11.0 | Grade | 0 | | 0 | % Heavy Veh| 11 11| | 2 2 | Parking |Y 5 N | |Y 5 Y 5| Bus Stops | 10| | 0| Con. Peds | 1060| 0| 0| %1060 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 44th Street Analyst: PJO/DW File Name: 48-3&44M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.48) LIRR 50th Street Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2506 0.95 2638 TR 2854 5 1.100 1.000 3139 0.00 0.08 Right 205 0.95 216 EB Left 110 0.95 116 Thru 85 0.95 89 LT 205 1 1.000 1.000 205 0.57 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.90 1.00 1.00 0.99 0.90 0.95 1.00 6778 EB LT 1900 1 0.97 0.98 1.00 0.85 1.00 0.90 1.00 0.54 741

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 44th Street Analyst: PJO/DW File Name: 48-3&44M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.48) LIRR 50th Street Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 3139 6778 0.463 0.567 3841 0.817 * SB EB LT 205 741 0.277 0.367 272 0.754 * WB Sum (v/s) critical = 0.740 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.793 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.817 0.567 12.0 0.649 3841 12 0.8 8.6 B 8.6 B SB EB LT 0.755 0.367 19.0 1.000 272 16 7.7 26.7 D 26.7 D WB Intersection Delay = 9.7 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 45th Street Analyst: PJO/DW File Name: 49-3&45M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.49) LIRR 50th Alt. 2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 5 0 | 0 0 0 | 0 0 0 | 0 1 < 0 Volumes | 200 2411 | | | 215 140 PHF or PK15|0.95 0.95 | | | 0.95 0.95 Lane W (ft)| 10.0 | | | 15.0 Grade | 0 | | | 0 % Heavy Veh| 11 11 | | | 2 2 Parking |Y 5 N | | |Y 5 Y 5 Bus Stops | 10| | | 0 Con. Peds | 0| 1060| 0| %1090 Ped Button |(Y/N) N | | |(Y/N) N Arr Type | 4 | | | 3 RTOR Vols | 0| | | 0 Lost Time |3.00 3.00 | | | 3.00 3.00 ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left * |EB Left Thru * | Thru Right | Right Peds * | Peds * | SB Left |WB Left Thru | Thru * Right | Right * Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 49.0P |Green 31.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 45th Street Analyst: PJO/DW File Name: 49-3&45M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.49) LIRR 50th Alt. 2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Left 200 0.95 211 Thru 2411 0.95 2538 LT 2749 5 1.100 1.000 3024 0.08 0.00 WB Thru 215 0.95 226 TR 373 1 1.000 1.000 373 0.00 0.39 Right 140 0.95 147 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB LT 1900 5 0.93 0.90 1.00 1.00 0.99 0.90 1.00 0.95 6773 WB TR 1900 1 1.10 0.98 1.00 0.85 1.00 0.90 0.64 1.00 1007

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 45th Street Analyst: PJO/DW File Name: 49-3&45M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.49) LIRR 50th Alt. 2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB LT 3024 6773 0.446 0.567 3838 0.788 * SB EB WB TR 373 1007 0.370 0.367 369 1.011 * Sum (v/s) critical = 0.817 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.875 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB LT 0.788 0.567 11.6 0.649 3838 12 0.6 8.1 B 8.1 B SB EB WB TR 1.010 0.367 21.7 1.000 369 16 38.8 60.4 F 60.4 F Intersection Delay = 13.9 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 46th Street (N-S) 3rd Avenue Analyst: PJO/DW File Name: 50-3A46M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.50) LIRR 50th Street Alt.2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 > 2 0 | 0 0 0 | 0 5 < 0 | 0 0 0 Volumes | 160 390 | | 2331 240| PHF or PK15|0.95 0.95 | | 0.95 0.95| Lane W (ft)| 11.0 | | 12.0 | Grade | 0 | | 0 | % Heavy Veh| 2 2 | | 11 11| Parking |Y 5 N | |Y 5 N | Bus Stops | 0| | 10| Con. Peds | 0| 1115| 1060| 0 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 3 | | 4 | RTOR Vols | 0| | 0| Lost Time |3.00 3.00 | | 3.00 3.00| ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left * |NB Left Thru * | Thru * Right | Right * Peds * | Peds * | WB Left |SB Left Thru | Thru Right | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (E-W) 46th Street (N-S) 3rd Avenue Analyst: PJO/DW File Name: 50-3A46M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.50) LIRR 50th Street Alt.2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- EB Left 160 0.95 168 Thru 390 0.95 411 LT 579 2 1.050 1.000 608 0.29 0.00 NB Thru 2331 0.95 2454 TR 2707 5 1.100 1.000 2978 0.00 0.09 Right 240 0.95 253 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- EB LT 1900 2 0.97 0.98 1.00 1.00 1.00 0.90 1.00 0.80 2601 NB TR 1900 5 1.00 0.90 1.00 1.00 0.99 0.90 0.94 1.00 7173

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (E-W) 46th Street (N-S) 3rd Avenue Analyst: PJO/DW File Name: 50-3A46M.HC9 Area Type: CBD 6-23-5 MID Comment: 2010 Build Conditions (No.50) LIRR 50th Street Alt.2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB LT 608 2601 0.234 0.467 1214 0.501 * WB NB TR 2978 7173 0.415 0.467 3347 0.890 * SB Sum (v/s) critical = 0.649 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.695 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB LT 0.501 0.467 12.7 1.000 1214 16 0.3 13.0 B 13.0 B WB NB TR 0.890 0.467 16.6 0.815 3347 12 1.9 15.4 C 15.4 C SB Intersection Delay = 15.0 sec/veh Intersection LOS = B

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (E-W) 47th Street (N-S) 3rd Avenue Analyst: PJO/DW File Name: 51-3A47M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.51) LIRR 50th Alt. 2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 0 0 | 0 1 < 0 | 0 > 5 0 | 0 0 0 Volumes | | 310 185| 315 2181 | PHF or PK15| | 0.95 0.95|0.95 0.95 | Lane W (ft)| | 15.0 | 12.0 | Grade | | 0 | 0 | % Heavy Veh| | 2 2| 11 11 | Parking | |Y 5 Y 5|Y 5 N | Bus Stops | | 0| 10| Con. Peds | 0| 1060| 0| %1060 Ped Button | |(Y/N) N |(Y/N) N | Arr Type | | 3 | 4 | RTOR Vols | | 0| 0| Lost Time | | 3.00 3.00|3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 EB Left |NB Left * Thru | Thru * Right | Right Peds * | Peds * | WB Left |SB Left Thru * | Thru Right * | Right Peds * | Peds * | NB Right |EB Right SB Right |WB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (E-W) 47th Street (N-S) 3rd Avenue Analyst: PJO/DW File Name: 51-3A47M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.51) LIRR 50th Alt. 2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- WB Thru 310 0.95 326 TR 521 1 1.000 1.000 521 0.00 0.37 Right 185 0.95 195 NB Left 315 0.95 332 Thru 2181 0.95 2296 LT 2628 5 1.100 1.000 2891 0.13 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- WB TR 1900 1 1.10 0.98 1.00 0.85 1.00 0.90 0.66 1.00 1035 NB LT 1900 5 1.00 0.90 1.00 1.00 0.99 0.90 1.00 0.92 7009

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (E-W) 47th Street (N-S) 3rd Avenue Analyst: PJO/DW File Name: 51-3A47M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.51) LIRR 50th Alt. 2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- EB WB TR 521 1035 0.503 0.467 483 1.079 * NB LT 2891 7009 0.412 0.467 3271 0.884 * SB Sum (v/s) critical = 0.916 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.981 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- EB WB TR 1.079 0.467 * 1.000 483 16 * * * * * NB LT 0.884 0.467 16.6 0.815 3271 12 1.8 15.3 C 15.3 C SB Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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HCS: Signalized Intersection Version 2.4g 07-12-2005 1 ======================================================================= Eng-Wong, Taub & Associates Two Penn Plaza Suite 2210 New York, NY 10121 (212) 695-5858 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 48th Street Analyst: PJO/DW File Name: 52-3&48M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.52) LIRR 50th Alt. 2 ======================================================================= Traffic and Roadway Conditions ----------------------------------------------------------------------- | Northbound | Southbound | Eastbound | Westbound | L T R | L T R | L T R | L T R |---- ---- ----|---- ---- ----|---- ---- ----|---- ---- ---- No. Lanes | 0 5 < 0 | 0 0 0 | 0 > 1 0 | 0 0 0 Volumes | 2221 145| | 220 240 | PHF or PK15| 0.95 0.95| |0.95 0.95 | Lane W (ft)| 10.0 | | 15.0 | Grade | 0 | | 0 | % Heavy Veh| 11 11| | 2 2 | Parking |Y 5 N | |Y 5 Y 5| Bus Stops | 10| | 0| Con. Peds | 1060| 0| 0| %1060 Ped Button |(Y/N) N | |(Y/N) N | Arr Type | 4 | | 3 | RTOR Vols | 0| | 0| Lost Time | 3.00 3.00| |3.00 3.00 | ----------------------------------------------------------------------- Signal Operations ----------------------------------------------------------------------- Phase Combination 1 2 3 4 | 5 6 7 8 NB Left |EB Left * Thru * | Thru * Right * | Right Peds * | Peds * | SB Left |WB Left Thru | Thru Right | Right Peds * | Peds * | EB Right |NB Right WB Right |SB Right | Green 40.0P |Green 40.0P Yellow/AR 5.0 |Yellow/AR 5.0 Cycle Length: 90 secs Phase combination order: #1 #5

HCS: Signalized Intersection Version 2.4g 07-12-2005 2 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 48th Street Analyst: PJO/DW File Name: 52-3&48M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.52) LIRR 50th Alt. 2 ======================================================================= Volume Adjustment Worksheet ----------------------------------------------------------------------- Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RT ----- ---- ---- ---- ---- ---- -- ----- ------ ---- ---- ---- NB Thru 2221 0.95 2338 TR 2491 5 1.100 1.000 2740 0.00 0.06 Right 145 0.95 153 EB Left 220 0.95 232 Thru 240 0.95 253 LT 485 1 1.000 1.000 485 0.48 0.00 ----------------------------------------------------------------------- Saturation Flow Adjustment Worksheet ----------------------------------------------------------------------- Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p BB A RT LT Flow ------ ---- --- ----- ----- ----- ----- ----- ----- ----- ----- ---- NB TR 1900 5 0.93 0.90 1.00 1.00 0.99 0.90 0.96 1.00 6845 EB LT 1900 1 1.10 0.98 1.00 0.85 1.00 0.90 1.00 0.59 931

HCS: Signalized Intersection Version 2.4g 07-12-2005 3 ======================================================================= Streets: (N-S) 3rd Avenue (E-W) 48th Street Analyst: PJO/DW File Name: 52-3&48M.HC9 Area Type: CBD 6-2-5 MID Comment: 2010 Build Conditions (No.52) LIRR 50th Alt. 2 ======================================================================= Capacity Analysis Worksheet ----------------------------------------------------------------------- Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) (s) (v/s) (g/C) (c) Ratio --------- --------- --------- ----- ----------- ---------- ----- NB TR 2740 6845 0.400 0.467 3194 0.858 * SB EB LT 485 931 0.521 0.467 434 1.118 * WB Sum (v/s) critical = 0.921 Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.987 ----------------------------------------------------------------------- Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB TR 0.858 0.467 16.2 0.815 3194 12 1.4 14.6 B 14.6 B SB EB LT 1.116 0.467 * 1.000 434 16 * * * * * WB Intersection Delay = * (sec/veh) Intersection LOS = * * Delay and LOS not meaningful when any v/c is greater than 1.2 or 1/PHF

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