appendix 24: lesser density alternative · appendix table 24-1 hunter’s point south rezoning and...

APPENDIX 24:

LESSER DENSITY ALTERNATIVE

APPENDIX 24: LESSER DENSITY

ALTERNATIVE

HUNTER’S POINT SOUTH REZONING AND RELATED ACTIONS Final Environmental Impact Statement Appendix 24: Lesser Density Alternative – Tables and Figures

HUNTER’S POINT SOUTH REZONING AND RELATED ACTIONS EIS APPENDIX 24: LESSER DENSITY ALTERNATIVE – TABLES TABLE OF CONTENTS 24-1 2017 LESSER DENSITY ALTERNATIVE TRAFFIC LEVELS OF SERVICE

24-2 2017 NO BUILD VS. BUILD AND MITIGATION LESSER DENSITY ALTERNATIVE

TRAFFIC LEVELS OF SERVICE COMPARISON - AM PEAK HOUR


TRAFFIC LEVELS OF SERVICE COMPARISON - MIDDAY PEAK HOUR


TRAFFIC LEVELS OF SERVICE COMPARISON - PM PEAK HOUR

HUNTER’S POINT SOUTH REZONING AND RELATED ACTIONS EIS APPENDIX 24: LESSER DENSITY ALTERNATIVE – FIGURES

TABLE OF CONTENTS

24-1 2017 LESSER DENSITY ALTERNATIVE TRAFFIC VOLUME INCREMENTS – AM PEAK

HOUR

24-2 2017 LESSER DENSITY ALTERNATIVE TRAFFIC VOLUME INCREMENTS –

MIDDAY PEAK HOUR

24-3 2017 LESSER DENSITY ALTERNATIVE TRAFFIC VOLUME INCREMENTS – PM PEAK

HOUR

24-4 2017 LESSER DENSITY ALTERNATIVE TRAFFIC VOLUMES – AM PEAK HOUR

24-5 2017 LESSER DENSITY ALTERNATIVE TRAFFIC VOLUMES – MIDDAY PEAK HOUR

24-6 2017 LESSER DENSITY ALTERNATIVE TRAFFIC VOLUMES – PM PEAK HOUR

Control Control ControlINTERSECTION & APPROACH Mvt. V/C Delay LOS Mvt. V/C Delay LOS Mvt. V/C Delay LOS

SIGNALIZED INTERSECTIONS

VERNON BOULEVARD

VERNON BOULEVARD & BORDEN AVENUEVernon Boulevard SB L 1.12 89.4 F L 0.98 46.6 D L 1.09 75.4 E

LR 1.20+ 120+ F* LR 0.95 45.2 D LR 1.06 72.4 EBorden Avenue EB LT 1.20+ 120+ F* LT 1.20+ 120+ F* LT 1.20+ 120+ F*

WB T 0.48 14.4 B T 0.61 16.4 B T 0.97 37.7 D

Overall Intersection - 1.20+ 120+ F* - 1.18 82.4 F - 1.20+ 120+ F*

JACKSON AVENUE & 11TH STREET (PULASKI BRIDGE) 11th Street (Pulaski Bridge) NB LT 1.20+ 120+ F* LT 0.98 60.6 E LT 1.20+ 120+ F*

R 1.15 120+ F* R 0.81 45.0 D R 0.93 57.9 ESB LTR 0.72 32.8 C LTR 0.56 31.3 C LTR 0.76 34.0 C

Jackson Avenue EB LT 0.76 39.6 D LT 0.77 40.1 D DefL 0.72 52.6 D- - - - - - - - T 0.78 42.9 D

WB DefL 1.20+ 120+ F* DefL 1.18 120+ F* DefL 1.15 104.8 FT 0.66 24.1 C T 0.65 23.7 C T 0.73 26.3 C

11th Street Service Road NB R 1.20+ 120+ F* R 0.89 65.5 E R 0.60 46.5 D

Overall Intersection - 1.20+ 120+ F* - 1.20+ 60.3 E - 1.20+ 101.3 F

JACKSON AVENUE & 21ST STREET21st Street NB LTR 0.87 41.8 D LTR 1.09 101.5 F LTR 1.20+ 120+ F*

SB LTR 0.67 31.5 C LTR 0.81 44.2 D LTR 1.20+ 120+ F*Jackson Avenue EB L 1.20+ 120+ F* L 1.02 92.5 F L 1.14 119.7 F

TR 0.90 46.9 D TR 0.56 25.6 C TR 0.58 27.7 CWB L 0.56 26.2 C L 0.45 15.7 B L 0.50 17.0 B

TR 0.95 53.8 D TR 0.77 31.4 C TR 0.97 49.2 D

Overall Intersection - 1.20+ 62.0 E - 1.05 50.5 D - 1.20+ 93.0 F

JACKSON AVENUE/NORTHERN BOULEVARD

APPENDIX TABLE 24-1HUNTER’S POINT SOUTH REZONING AND RELATED ACTIONS EIS

2017 LESSER DENSITY ALTERNATIVE TRAFFIC LEVELS OF SERVICE

AM (7:45 - 8:45 AM) Midday (1:00 - 2:00 PM) PM (4:45 - 5:45 PM)





VAN DAM STREET

VAN DAM STREET & THOMSON AVENUE/QUEENS BOULEVARDVan Dam Street NB L 1.20+ 120+ F* L 1.20+ 120+ F* L 1.20+ 120+ F*

TR 1.08 116.7 F TR 1.11 111.2 F TR 1.12 120+ F*Queens Boulevard (to Queens Boulevard.) EB T 1.10 118.1 F T 0.67 31.0 C T 1.20 120+ F*Queens Boulevard (to Van Dam Street) T 1.03 97.8 F T 0.94 61.7 E T 1.08 111.7 FQueens Boulevard (to Thomson Avenue WB) R 0.09 47.9 D R 0.08 35.5 D R 0.07 46.7 DThomson Avenue EB T 0.28 15.6 B T 0.66 22.7 C T 1.17 110.0 F

R 1.00 66.2 E R 1.17 115.4 F R 0.97 55.1 EQueens Boulevard (to Thomson Avenue WB) WB L 1.20+ 120+ F* L 0.95 71.5 E L 0.67 64.1 EQueens Boulevard (to Viaduct) TR 0.51 12.3 B TR 0.33 9.2 A TR 0.34 9.1 A

Overall Intersection - 1.15 109.7 F - 1.20+ 69.2 E - 1.20+ 107.0 F

VAN DAM STREET & LIE EXIT RAMPVan Dam Street NB LT 0.42 22.6 C LT 0.23 15.8 B LT 0.35 21.6 C

SB TR 0.94 42.0 D TR 1.14 120+ F* TR 1.20+ 120+ F*Queens Midtown Exp. WB TR 1.20+ 120+ F* TR 1.20+ 120+ F* TR 1.20+ 120+ F*

Overall Intersection - 1.11 120+ F* - 1.19 120+ F* - 1.20+ 120+ F*

VAN DAM STREET & BORDEN AVENUEVan Dam Street NB TR 0.63 42.6 D TR 0.67 40.5 D TR 0.50 39.4 D

SB DefL 0.97 52.1 D DefL 0.88 27.1 C DefL 1.20+ 120+ F*T 0.30 14.7 B T 0.22 10.6 B T 0.66 21.6 C

Borden Avenue EB LTR 0.62 33.8 C LTR 0.61 27.0 C LTR 1.15 114.8 F

Overall Intersection - 0.84 41.4 D - 0.79 27.5 C - 1.20+ 120+ F*





UNSIGNALIZED INTERSECTIONS

11TH STREET/11TH PLACE

11TH STREET & BORDEN AVENUE AT QMT TOLL PLAZA EXIT RAMP11th Street NB LTR - 120+ F* LTR - 120+ F* LTR - 120+ F*

SB LTR - 120+ F* LTR - 120+ F* LTR - 120+ F*Borden Avenue EB LTR - 120+ F* LTR - 55.8 F LTR - 120+ F*

WB LTR - 8.0 A LTR - 7.8 A LTR - 8.0 A

Overall Intersection - - Note (5) F* - - Note (5) F* - - Note (5) F*

(1) Control delay is measured in seconds per vehicle.(2) Level of service (LOS) for signalized intersections is based upon average control delay per vehicle (sec/veh) for each lane group as listedin the 2000 Highway Capacity Manual -- TRB.(3) Level of service (LOS) for unsignalized intersections is based upon control delay per vehicle (sec/veh) for each minor-approach as listedin the 2000 Highway Capacity Manual -- TRB.(4) Overall intersection V/C ratio is the critical lane groups' V/C ratio, not the weighted average of all the movements.(5) Overall delay cannot be calculated since the delay for some of the movements is beyond the threshold delay of HCS methodology.

Mitigation MeasuresINTERSECTION & APPROACH Mvt. V/C Delay LOS Mvt. V/C Delay LOS Mvt. V/C Delay LOS

SIGNALIZED INTERSECTIONS 0 0 0 0 00 0 0 0 0 0

VERNON BOULEVARD 0 0 0 0 0

VERNON BOULEVARD & BORDEN AVENUE 0 0 0 0Vernon Boulevard SB L 1.12 89.4 F L 1.12 89.4 F L 0.87 34.8 C - Partially Mitigated.

0 0 LR 0.67 19.6 B LR 1.20+ 120+ F* R 0.82 41.8 D -

Borden Avenue EB LT 0.81 23.0 C LT 1.20+ 120+ F* LT 1.03 53.5 D0 WB T 0.27 12.2 B T 0.48 14.4 B TR 0.63 16.2 B

Overall Intersection - 0.97 43.9 D - 1.20+ 120+ F* - 0.97 36.1 D -

0 0 0 0 0 0 0.00 0.0 0

-

-

-

-

JACKSON AVENUE & 11TH STREET (PULASKI BRIDGE) 0 0 0.00 0.0 0 011th Street (Pulaski Bridge) NB - - - - - - - - L 0.75 50.7 D -

LT 1.20+ 120+ F* LT 1.20+ 120+ F* T 0.90 43.1 D0 0 R 1.09 99.8 F R 1.15 120+ F* - - - - -

0 SB LTR 0.71 32.6 C LTR 0.72 32.8 C LTR 0.72 32.9 CJackson Avenue EB LT 0.47 31.8 C LT 0.76 39.6 D LT 0.76 39.6 D - Restripe NB Pulaski Bridge shared left-through lane to an exclusive left turn lane.

0 WB DefL 1.15 116.4 F DefL 1.20+ 120+ F* L 1.00 74.0 E -

0 0 T 0.40 120+ F* T 0.66 24.1 C T 0.71 25.9 C11th Street Service Road NB R 1.20+ 120+ F* R 1.20+ 120+ F* R 0.70 15.8 B -

0 0 0 0 0 0 0 0.00 0.0 0 0Overall Intersection - 1.20+ 109.5 F - 1.20+ 120+ F* - 0.88 38.6 D

- Prohibit the WB Jackson Avenue left-turn during the permitted EB/WB phase.JACKSON AVENUE & 21ST STREET 021st Street NB LTR 0.85 39.7 D LTR 0.87 41.8 D LTR 0.90 44.9 D - Partially Mitigated.

0 SB LTR 0.60 29.4 C LTR 0.67 31.5 C LTR 0.69 32.6 C -

Jackson Avenue EB L 1.00 88.9 F L 1.20+ 120+ F* L 1.20+ 120+ F*0 0 TR 0.76 38.8 D TR 0.90 46.9 D TR 0.88 44.3 D -

0 WB L 0.51 23.5 C L 0.56 26.2 C L 0.54 25.1 C0 0 TR 0.81 40.9 D TR 0.95 53.8 D TR 0.87 43.4 D0 0 0 0 0 0 0 0.00 0.0 0 0

Overall Intersection - 0.93 41.5 D - 1.20+ 62.0 E - 1.20+ 58.2 E

Install "No Standing 7:00 AM - 10:00 AM; 4:00 PM - 7:00 PM" regulation on the north curb of WB Jackson Avenue. Modify signal timing: shift 1 s of green time from NB/SB phase to EB/WB phase [NB/SB phase green time shifts from 50 s to 49 s; EB/WB phase green time shifts from 42 s to 43 s].

Install "No Standing Anytime" regulation along the west curb of SB Vernon Boulevard for 120 ft. and restripe the approach from one 9 ft. left turn lane and one 15 ft. left-right lane to two 11 ft. left turn lanes and one 11 ft. right turn lane by switching the parking on the east side from angle to parallel to gain an additional 9 ft.

Install "No Standing 7:00 AM - 7:00 PM" regulation along the south curb of EB Borden Avenue 250 ft. from the intersection and restripe the approach from one 24 ft. lane with parking to one 12 ft. shared left-through lane and one 12 ft. through lane.

Shift the centerline of WB Borden Avenue 6 ft. to the north tapered 150 ft. from the intersection. Restripe the receiving side of EB Borden Avenue as two 11 ft. lanes. Restripe WB Borden Avenue from one 13 ft. through lane and one 15 ft. channelized right turn lane to one 11 ft. through lane and one 11 ft. through-right lane.Restripe the receiving side of WB Borden Avenue from one 30 ft. lane with parking to one 11 ft. lane and one 19 ft. lane with parking.Modify cycle length from 60 s to 90 s. [EB/WB green time shifts from 25 s to 48 s; SB green time shifts from 25 s to 32 s; all phases have 3 s of amber and 2 s of all red time].

Restripe NB 11th Street service road approach traffic island to allow for two 12 ft. right turn lanes by removing parking along the west curb.


Post signs along WB Jackson Avenue to advise motorists of the double left turn onto the Pulaski Bridge and one through lane for Jackson Avenue traffic.Install "No Standing Anytime" regulation along the north curb of WB Jackson Avenue for the entire block and restripe the approach from one 10 ft. shared left-through lane and one 20 ft. through lane with parking to two 10 ft. left turn lanes and one 10 ft. through lane.

Post signs on the Pulaski Bridge to direct right turning traffic to the 11th Street service road with signs for Queens Boulevard/Queensboro Bridge traffic.

APPENDIX TABLE 24-2HUNTERS POINT SOUTH REZONING AND RELATED ACTIONS EIS

2017 No Build 2017 Build - Lesser Density Alt.

2017 NO BUILD VS. BUILD AND MITIGATION - LESSER DENSITY ALTERNATIVE TRAFFIC LEVELS OF SERVICE COMPARISON (AM PEAK HOUR)

2017 Build with Mitigation - L.D. Alt.




2017 NO BUILD VS. BUILD AND MITIGATION - LESSER DENSITY ALTERNATIVE TRAFFIC LEVELS OF SERVICE COMPARISON (AM PEAK HOUR)


VAN DAM STREET

VAN DAM STREET & THOMSON AVENUE/QUEENS BOULEVARD 0Van Dam Street NB L 1.20+ 120+ F* L 1.20+ 120+ F* - Unmitigatable Impact.

0 0 TR 1.08 116.7 F TR 1.08 116.7 FQueens Boulevard (to Queens Boulevard.) EB T 1.10 118.1 F T 1.10 118.1 FQueens Boulevard (to Van Dam Street) 0 T 1.03 97.8 F T 1.03 97.8 FQueens Boulevard (to Thomson Avenue WB) 0 R 0.09 47.9 D R 0.09 47.9 DThomson Avenue EB T 0.23 15.0 B T 0.28 15.6 B

0 0 R 1.00 66.2 E R 1.00 66.2 EQueens Boulevard (to Thomson Avenue WB) WB L 1.18 120+ F* L 1.20+ 120+ F*Queens Boulevard (to Viaduct) 0 TR 0.51 12.3 B TR 0.51 12.3 B

0 0 0 0 0 0 0 0.00 0.0 0Overall Intersection - 1.15 103.5 F - 1.15 109.7 F

0 0.00 0.0 0VAN DAM STREET & LIE EXIT RAMP 0 0.00 0.0 0Van Dam Street NB LT 0.42 22.6 C LT 0.42 22.6 C LT 0.70 40.3 D -

0 SB TR 0.94 42.0 D TR 0.94 42.0 D TR 0.96 45.4 DQueens Midtown Exp. WB TR 1.20+ 120+ F* TR 1.20+ 120+ F* T 1.13 120+ F* -

0 0 - - - - - - - - R 1.01 53.0 D

Overall Intersection - 1.08 119.8 F - 1.11 120+ F* - 1.05 94.5 F0 0.00 0.0 0

VAN DAM STREET & BORDEN AVENUE 0 0.00 0.0 0

Van Dam Street NB TR 0.63 42.6 D TR 0.63 42.6 D TR 0.70 46.8 D - Mitigation not required.0 SB DefL 0.97 52.1 D DefL 0.97 52.1 D DefL 0.92 43.6 D -

0 0 T 0.30 14.7 B T 0.30 14.7 B T 0.30 14.7 BBorden Avenue EB LTR 0.54 32.1 C LTR 0.62 33.8 C LTR 0.62 33.8 C

0 0 0 0 0 0 0 0.00 0.0

Overall Intersection - 0.81 41.3 D - 0.84 41.4 D - 0.82 38.4 D

UNSIGNALIZED INTERSECTIONS 0 0 0 0 0

11TH STREET/11TH PLACE 0 0 0 0 0

11TH STREET & BORDEN AVENUE AT QMT TOLL PLAZA EXIT RAMP(UNSIGNALIZED INTERSECTION) (SIGNALIZED INTERSECTION) -

11th Street NB LTR - 120+ F* LTR - 120+ F* R 0.05 16.7 B0 SB LTR - 120+ F* LTR - 120+ F* R 0.17 13.1 B -

Borden Avenue EB LTR - 120+ F* LTR - 120+ F* L 1.20+ 120+ F*- - - - - - - - TR 0.42 15.9 B -

0 WB LTR - 7.8 A LTR - 8.0 A LTR 0.97 40.0 D0 0 0 0 0 0 0 0.00 0.0 0 -

Overall Intersection - - Note (5) F* - - Note (5) F* - 1.20+ 76.1 E-

- Allow Right Turn on Red from SB QMT Exit.-


Install a new traffic signal with a 90-second cycle length. [EB+SB right turn green time is 44 s; WB+EB-left+NB right turn green time is 36 s; both phases have 3 s of amber and 2 s of all red time].

Provide signage along the QMT to direct traffic headed to 11th Street and EB Borden Avenue to use the 21st Street ramp.

Prohibit NB 11th Street left turns (on to Borden Avenue) and through movement (on to QMT/LIE) and restripe this approach as one 20 ft. right turn only lane.Prohibit SB QMT Exit left turns (on to Borden Avenue) and through movement (on to 11th Street) and restripe this approach as one 26 ft. right turn only lane.Restripe EB Borden Avenue from one 20 ft. lane to one 10 ft. left turn lane and one 10 ft. through right lane.Restripe WB Borden Avenue from one 22 ft. lane to one 11 ft. shared left-through lane and one 11 ft. shared through right lane.

Modify signal timing plan to coordinate with Van Dam Street and LIE Exit Ramp: Maintain the existing 120 s cycle length with the following signal timing: EB green time is 43 s, NB/SB green time is 28 s, and SB green time is 34 s (each phase has 3 s amber and 2 s all red).

Restripe WB Queens Midtown Expressway Exit Ramp from two 11 ft. through lanes and one 11 ft. shared through right lane to two 11 ft. through lanes and one 11 ft. exclusive right turn lane.

(UNSIGNALIZED INTERSECTION)

Modify signal phasing plan: Add a new lag phase for SB approach with the WB right turn only; maintain the existing 120 s cycle length with the following signal timing: WB green time is 56 s, NB/SB green time is 38 s, and SB/WB-right only green time is 11 s (each phase has 3 s amber and 2 s all red).




VERNON BOULEVARD & BORDEN AVENUE 0 0 0Vernon Boulevard SB L 0.98 46.6 D L 0.98 46.6 D L 0.85 35.1 D -

0 0 LR 0.56 16.6 B LR 0.95 45.2 D R 0.56 30.2 CBorden Avenue EB LT 0.58 16.6 B LT 1.20+ 120+ F* DefL 0.81 34.3 C

- - - - - - - - T 0.41 12.4 BWB T 0.50 14.7 B T 0.61 16.4 B TR 0.69 16.4 B -

0

Overall Intersection - 0.78 26.5 C - 1.18 82.4 F - 0.82 23.8 C-

-

-

-

JACKSON AVENUE & 11TH STREET (PULASKI BRIDGE) 0 0 0 0 0 011th Street (Pulaski Bridge) NB - - - - - - - - L 0.52 36.0 D -

LT 0.82 40.0 D LT 0.98 60.6 E T 0.63 32.6 C0 0 R 0.81 45.0 D R 0.81 45.0 D - - - - -

0 SB LTR 0.53 30.6 C LTR 0.56 31.3 C LTR 0.56 31.5 CJackson Avenue EB LT 0.47 31.7 C LT 0.77 40.1 D LT 0.77 40.1 D - Restripe NB Pulaski Bridge shared left-through lane to an exclusive left turn lane.

0 WB DefL 1.07 90.6 F DefL 1.18 120+ F* L 0.91 59.7 E -

0 0 T 0.47 19.6 B T 0.65 23.7 C T 0.69 25.4 C11th Street Service Road NB R 0.89 65.5 E R 0.89 65.5 E R 0.47 11.4 B -

0 0 0 0 0 0 0 0 0 0Overall Intersection - 1.00 48.1 D - 1.20+ 60.3 E - 0.75 33.4 C

- Prohibit WB Jackson Avenue left turn during the permitted EB/WB phase.JACKSON AVENUE & 21ST STREET 021st Street NB LTR 1.06 89.5 F LTR 1.09 101.5 F LTR 1.02 78.2 E - Partially Mitigated.

0 SB LTR 0.74 40.8 D LTR 0.81 44.2 D LTR 0.81 44.2 D - Install "No Standing 10:00 AM - 7:00 PM" regulation on the east curb of NB 21st Street. Jackson Avenue EB L 0.71 24.4 C L 1.02 92.5 F L 1.02 92.5 F

0 0 TR 0.52 24.8 C TR 0.56 25.6 C TR 0.56 25.6 C0 WB L 0.43 15.2 B L 0.45 15.7 B L 0.45 15.7 B0 0 TR 0.71 29.4 C TR 0.77 31.4 C TR 0.77 31.4 C0 0 0 0 0 0 0 0 0 0 0

Overall Intersection - 0.87 41.7 D - 1.05 50.5 D - 1.03 46.1 D




Restripe NB 11th Street service road approach traffic island to allow for two 12 ft. right turn lanes by removing parking along the west curb.

Install "No Standing Anytime" regulation on the west curb of SB Vernon Boulevard for 120 ft. and restripe the approach from one 9 ft. left turn lane and one 15 ft. left-right lane to two 11 ft. left turn lanes and one 11 ft. right turn lane by switching the parking on the east side from angle to parallel to gain an additional 9 ft.


Shift the centerline of WB Borden Avenue 6 ft. to the north tapered 150 ft. from the intersection. Restripe the receiving side of EB Borden Avenue as two 11 ft. lanes. Restripe WB Borden Avenue from one 13 ft. through lane and one 15 ft. channelized right turn lane to one 11 ft. through lane and one 11 ft. through-right lane.Restripe the receiving side of WB Borden Avenue from one 30 ft. lane with parking to one 11 ft. lane and one 19 ft. lane with parking.Modify cycle length from 60 s to 90 s. [EB/WB green time shifts from 25 s to 50 s; SB green time shifts from 25 s to 30 s; all phases have 3 s of amber and 2 s of all red time].



2017 NO BUILD VS. BUILD AND MITIGATION - LESSER DENSITY ALTERNATIVE TRAFFIC LEVELS OF SERVICE COMPARISON (MIDDAY PEAK HOUR)

Post signs on the Pulaski Bridge to direct right turning traffic to the 11th Street service road with signs for Queens Boulevard/Queensboro Bridge traffic.





2017 NO BUILD VS. BUILD AND MITIGATION - LESSER DENSITY ALTERNATIVE TRAFFIC LEVELS OF SERVICE COMPARISON (MIDDAY PEAK HOUR)

VAN DAM STREET 00 0

VAN DAM STREET & THOMSON AVENUE/QUEENS BOULEVARD 0Van Dam Street NB L 1.20+ 120+ F* L 1.20+ 120+ F* - Unmitigatable Impact.

0 0 TR 1.11 111.2 F TR 1.11 111.2 FQueens Boulevard (to Queens Boulevard.) EB T 0.67 31.0 C T 0.67 31.0 CQueens Boulevard (to Van Dam Street) 0 T 0.94 61.7 E T 0.94 61.7 EQueens Boulevard (to Thomson Avenue WB) 0 R 0.08 35.5 D R 0.08 35.5 DThomson Avenue EB T 0.64 22.4 C T 0.66 22.7 C

0 0 R 1.17 115.4 F R 1.17 115.4 FQueens Boulevard (to Thomson Avenue WB) WB L 0.92 67.2 E L 0.95 71.5 EQueens Boulevard (to Viaduct) 0 TR 0.33 9.2 A TR 0.33 9.2 A

0 0 0 0 0 0 0 0 0 0Overall Intersection - 1.20+ 68.8 E - 1.20+ 69.2 E

0 0 0 0VAN DAM STREET & LIE EXIT RAMP 0 0 0 0Van Dam Street NB LT 0.23 15.8 B LT 0.23 15.8 B LT 0.58 34.8 C -

0 SB TR 1.14 120+ F* TR 1.14 120+ F* TR 1.14 120+ F*Queens Midtown Exp. WB TR 1.18 109.2 F TR 1.20+ 120+ F* T 1.03 52.4 D -

0 0 - - - - - - - - R 0.95 29.1 C

Overall Intersection - 1.16 108.3 F - 1.19 120+ F* - 1.08 72.3 E0 0 0 0

VAN DAM STREET & BORDEN AVENUE 0 0 0 0

Van Dam Street NB TR 0.67 40.5 D TR 0.67 40.5 D TR 0.67 40.5 D - Mitigation not required.0 SB DefL 0.88 27.1 C DefL 0.88 27.1 C DefL 0.90 28.7 C -

0 0 T 0.22 10.6 B T 0.22 10.6 B T 0.22 10.6 BBorden Avenue EB LTR 0.59 26.6 C LTR 0.61 27.0 C LTR 0.61 27.0 C

0 0 0 0 0 0 0 0 0 0 0 0 0Overall Intersection - 0.78 27.4 C - 0.79 27.5 C - 0.80 28.3 C


11TH STREET/11TH PLACE 0 0 0 0 00 0 0 0 0 0

11TH STREET & BORDEN AVENUE AT QMT TOLL PLAZA EXIT RAMP(UNSIGNALIZED INTERSECTION)

11th Street NB LTR - 120+ F* LTR - 120+ F* R 0.13 15.7 B -

0 SB LTR - 120+ F* LTR - 120+ F* R 0.19 15.0 BBorden Avenue EB LTR - 28.5 D LTR - 55.8 F L 0.88 21.9 C -

- - - - - - - - TR 0.36 16.9 B0 WB LTR - 7.7 A LTR - 7.8 A LTR 0.66 21.9 C -

0 0 0 0 0 0 0 0 0 0

Overall Intersection - - Note (5) F* - - Note (5) F* - 0.85 20.7 C -

-



Modify signal phasing to allowed pedestrian movements to match AM/PM peak periods.

Modify signal phasing plan: Add a new lag phase for SB approach with WB right turn only; maintain the existing 90 s cycle length with the following signal timing: WB green time is 40 s, NB/SB green time is 20 s, and SB/WB-right only green time is 15 s (each phase has 3 s amber and 2 s all red).

Prohibit SB QMT Exit left turns (on to Borden Avenue) and through movement (on to 11th Street) and restripe this approach as one 26 ft. right turn only lane.

(UNSIGNALIZED INTERSECTION)


(SIGNALIZED INTERSECTION)


Restripe EB Borden Avenue from one 20 ft. lane to one 10 ft. left turn lane and one 10 ft. through right lane.

Prohibit NB 11th Street left turns (on to Borden Avenue) and through movement (on to QMT/LIE) and restripe this approach as one 20 ft. right turn only lane.

Install a new traffic signal with a 90-second cycle length. [EB+SB right turn green time is 41 s; WB+EB-left+NB right turn green time is 39 s; both phases have 3 s of amber and 2 s of all red time].

Restripe WB Borden Avenue from one 22 ft. lane to one 11 ft. shared left-through lane and one 11 ft. shared through right lane.




VERNON BOULEVARD & BORDEN AVENUE 0 0 0 0Vernon Boulevard SB L 1.09 75.4 E L 1.09 75.4 E L 0.93 41.5 D - Partially Mitigated.

0 0 LR 0.59 16.9 B LR 1.06 72.4 E R 0.63 32.6 C -

Borden Avenue EB LT 0.91 35.9 D LT 1.20+ 120+ F* DefL 1.20+ 120+ F*- - - - - - - - T 0.50 13.6 B

0 WB T 0.58 15.7 B T 0.97 37.7 D TR 0.83 19.9 B0 -

Overall Intersection - 1.00 40.9 D - 1.20+ 120+ F* - 1.20+ 50.1 D

-

-

-

-

JACKSON AVENUE & 11TH STREET (PULASKI BRIDGE) 0 0 0 0 0 0 - Partially Mitigated.11th Street (Pulaski Bridge) NB - - - - - - - - L 1.20 120+ F -

LT 1.17 120+ F* LT 1.20+ 120+ F* T 0.82 41.4 D0 0 R 0.89 50.7 D R 0.93 57.9 E - - - - -

0 SB LTR 0.75 33.3 C LTR 0.76 34.0 C LTR 0.84 40.9 DJackson Avenue EB LT 0.48 31.9 C DefL 0.72 52.6 D LT 0.77 40.5 D - Restripe NB Pulaski Bridge shared left-through lane to an exclusive left turn lane.

- - - - T 0.78 42.9 D - - - - -

0 WB DefL 1.15 104.9 F DefL 1.15 104.8 F L 1.11 103.5 F0 0 T 0.47 19.5 B T 0.73 26.3 C T 0.74 24.4 C -

11th Street Service Road NB R 0.60 46.5 D R 0.60 46.5 D R 0.47 11.4 B0 0 0 0 0 0 0 0 0 0

Overall Intersection - 1.16 73.1 E - 1.20+ 101.3 F - 1.05 53.4 D - Prohibit WB Jackson Avenue left turn during the permitted EB/WB phase.-

0 0 0 0 0 0JACKSON AVENUE & 21ST STREET 021st Street NB LTR 1.20+ 120+ F* LTR 1.20+ 120+ F* LTR 1.18 120+ F* - Partially Mitigated.

0 SB LTR 1.13 109.9 F LTR 1.20+ 120+ F* LTR 1.20+ 120+ F* - Install "No Standing 10:00 AM - 7:00 PM" regulation on the east curb of NB 21st Street. Jackson Avenue EB L 0.86 40.0 D L 1.14 119.7 F L 1.14 119.7 F -

0 0 TR 0.52 26.6 C TR 0.58 27.7 C TR 0.58 27.7 C0 WB L 0.47 16.1 B L 0.50 17.0 B L 0.50 17.0 B0 0 TR 0.88 38.3 D TR 0.97 49.2 D TR 0.91 40.5 D0 0 0 0 0 0 0 0 0 0 0

Overall Intersection - 1.02 72.0 E - 1.20+ 93.0 F - 1.20+ 84.9 F0 0 0 0 0

Restripe WB Borden Avenue from one 13 ft. through lane and one 15 ft. channelized right turn lane to one 11 ft. through lane and one 11 ft. through-right lane.


Modify signal timing: shift 4 s of green time from NB/SB phase to WB-lead phase [NB/SB phase green time shifts from 45 s to 41 s; WB-lead phase green time shifts from 28 s to 32 s].

Restripe the receiving side of WB Borden Avenue from one 30 ft. lane with parking to one 11 ft. lane and one 19 ft. lane with parking.Modify cycle length from 60 s to 90 s. [EB/WB green time shifts from 25 s to 50 s; SB green time shifts from 25 s to 30 s; all phases have 3 s of amber and 2 s of all red time].

Post signs on the Pulaski Bridge to direct right turning traffic to the 11th Street service road with signs for Queens Boulevard/Queensboro Bridge traffic.Restripe NB 11th Street service road approach traffic island to allow for two 12 ft. right turn lanes by removing parking along the west curb.




2017 NO BUILD VS. BUILD AND MITIGATION - LESSER DENSITY ALTERNATIVE TRAFFIC LEVELS OF SERVICE COMPARISON (PM PEAK HOUR)


Install "No Standing Anytime" regulation along the west curb of SB Vernon Boulevard for 120 ft. and restripe the approach from one 9 ft. left turn lane and one 15 ft. left-right lane to two 11 ft. left turn lanes and one 11 ft. right turn lane by switching the parking on the east side from angle to parallel to gain an additional 9 ft.


Shift the centerline of WB Borden Avenue 6 ft. to the north tapered 150 ft. from the intersection. Restripe the receiving side of EB Borden Avenue as two 11 ft. lanes.

Install "No Standing 7:00 AM - 10:00 AM; 4:00 PM - 7:00 PM" regulation on the north curb of WB Jackson Avenue.




2017 NO BUILD VS. BUILD AND MITIGATION - LESSER DENSITY ALTERNATIVE TRAFFIC LEVELS OF SERVICE COMPARISON (PM PEAK HOUR)


0 0VAN DAM STREET 0

0 0VAN DAM STREET & THOMSON AVENUE/QUEENS BOULEVARD 0Van Dam Street NB L 1.20+ 120+ F* L 1.20+ 120+ F* - Unmitigatable Impact.

0 0 TR 1.12 120+ F* TR 1.12 120+ F*Queens Boulevard (to Queens Boulevard.) EB T 1.20 120+ F* T 1.20 120+ F*Queens Boulevard (to Van Dam Street) 0 T 1.08 111.7 F T 1.08 111.7 FQueens Boulevard (to Thomson Avenue WB) 0 R 0.07 46.7 D R 0.07 46.7 DThomson Avenue EB T 1.14 99.3 F T 1.17 110.0 F

0 0 R 0.97 55.1 E R 0.97 55.1 EQueens Boulevard (to Thomson Avenue WB) WB L 0.59 61.9 E L 0.67 64.1 EQueens Boulevard (to Viaduct) 0 TR 0.34 9.1 A TR 0.34 9.1 A

0 0 0 0 0 0 0 0 0 0Overall Intersection - 1.20+ 104.3 F - 1.20+ 107.0 F

0 0 0 0VAN DAM STREET & LIE EXIT RAMP 0 0 0 0Van Dam Street NB LT 0.35 21.6 C LT 0.35 21.6 C LT 0.52 35.5 D - Unmitigatable Impact.

0 SB TR 1.20+ 120+ F* TR 1.20+ 120+ F* TR 1.20+ 120+ F* -

Queens Midtown Exp. WB TR 1.08 76.0 E TR 1.20+ 120+ F* T 1.18 119.0 F0 0 - - - - - - - - R 0.88 29.3 C -

Overall Intersection - 1.20+ 118.8 F - 1.20+ 120+ F* - 1.20+ 120+ F*0 0 0 0

VAN DAM STREET & BORDEN AVENUE 0 0 0 0

Van Dam Street NB TR 0.50 39.4 D TR 0.50 39.4 D TR 0.59 44.9 D -

0 SB DefL 1.20+ 120+ F* DefL 1.20+ 120+ F* DefL 1.20+ 120+ F*0 0 T 0.66 21.6 C T 0.66 21.6 C T 0.68 23.4 C

Borden Avenue EB LTR 1.13 104.0 F LTR 1.15 114.8 F LTR 1.10 92.7 F0 0 0 0 0 0 0 0 0 0

Overall Intersection - 1.20+ 120+ F* - 1.20+ 120+ F* - 1.20+ 120+ F*


11TH STREET/11TH PLACE 0 0 0 0 00 0 0 0 0 0

11TH STREET & BORDEN AVENUE AT QMT TOLL PLAZA EXIT RAMP(UNSIGNALIZED INTERSECTION)

11th Street NB LTR - 120+ F* LTR - 120+ F* R 0.06 12.7 B -

0 SB LTR - 120+ F* LTR - 120+ F* R 0.20 17.4 BBorden Avenue EB LTR - 117.8 F LTR - 120+ F* L 1.14 94.6 F -

- - - - - - - - TR 0.58 22.7 C0 WB LTR - 8.1 A LTR - 8.0 A LTR 0.90 27.2 C -

0 0 0 0 0 0 0 0 0 0

Overall Intersection - - Note (5) F* - - Note (5) F* - 1.20+ 48.1 D -

-



(UNSIGNALIZED INTERSECTION) (SIGNALIZED INTERSECTION)


Modify signal timing plan to coordinate with Van Dam Street and LIE Exit Ramp: Maintain the existing 120 s cycle length with the following signal timing: EB green time is 45 s, NB/SB green time is 26 s, and SB green time is 34 s (each phase has 3 s amber and 2 s all red).

Modify signal phasing plan: Add a new lag phase for the SB approach with the WB right-turn only; maintain the existing 120 s cycle length with the following signal timing: WB green time is 55 s, NB/SB green time is 38 s, and SB/WB-right only green time is 12 s (each phase has 3 s amber and 2 s all red).

Prohibit NB 11th Street left turns (on to Borden Avenue) and through movement (on to QMT/LIE) and restripe this approach as one 20 ft. right turn only lane.

Restripe EB Borden Avenue from one 20 ft. lane to one 10 ft. left turn lane and one 10 ft. through right lane.Restripe WB Borden Avenue from one 22 ft. lane to one 11 ft. shared left-through lane and one 11 ft. shared through right lane.Install a new traffic signal with a 90-second cycle length. [EB+SB right turn green time is 37 s; WB+EB-left+NB right turn green time is 43 s; both phases have 3 s of amber and 2 s of all red time].


Prohibit SB QMT Exit left turns (on to Borden Avenue) and through movement (on to 11th Street) and restripe this approach as one 26 ft. right turn only lane.

2ND

ST

54TH AVE

BORDEN AVE

BORDEN AVE

5TH

ST

VER

NO

N B

LVD

11TH

ST

21S

T ST

JACKSON AVE

JACKSON AVE

51ST AVE

50TH AVE

49TH AVE

48TH AVE

47TH RD

47TH AVE

46TH RD

46TH AVE

45TH RD

45TH AVE

44TH DR

44TH DR

44TH RD

44TH AVE

43RD RD

43RD AVE

QUEENS PLZ S

VERN

ON BLV

D

CRAN

E ST

DAVIS ST

PEARSO

N ST

COUR

T SQ

COUR

T SQ

THOMSON AVE

PURVES ST

OR

CHAR

D ST

QU

EEN

S S

TDUTC

H KILLS ST

WEST ST

QUEENS BLVD

HO

NE

YWE

LL STNORTHERN BLV

D

QUEENS PLZ N 41ST AVE

28TH

ST

27TH

ST

25TH

ST24

TH S

T

23RD S

T

22ND S

T

12TH

ST

21ST

ST

CRESCENT

ST

29TH

ST

40TH RD

40TH AVE

31ST

ST

32N

D S

T

33RD S

T

QUEENS BLVD

VAN

DAM

ST

32N

D P

L

33R

D S

T

31S

T ST

SKILLMAN AVE

43RD AVE

30TH

PL

30TH

ST

29TH

ST

28TH

ST

VAN

DAM

ST

BORDEN AVE

31S

T ST

30TH

PL

30TH

ST

31S

T PL

11S

T ST

11TH

PL

21S

T ST

CE

NTE

R B

LVD

CE

NTE

R B

LVD

55TH AVE

56TH AVE

57TH AVE

019

3

8

1

2

4

6

9

27

4039

31

35

28

72

11

16

17

54

14

20

36

38

82

77

29

13

70

34

47

44

41

50

48

42

74

7585

45

33

25

79

71

68

142

198

164

380

226

118

265

114

273

192

277

134

144

431

39582

70118

0

27

29

0

0

28

3

0

0

0

41

0

0

0

0

0

0

0

0

0

48

0

0

0

1

28

0

34

0

1

3

2

0

0

0

0

0

0

0

0

480

0

0

0

0

0

27

0

0

0

0

0

0

0

0

0

0

29

29

0

0

2

0

1

00

2

0

0

0

0

31

36

10

83

76

66

86

171

153

120

105

105

102

123

304

243

136

348

281

103

0

0

0

0

0

0

0

0

39

0

0

0

0

0

0

0

0

0

010

0

0

3

4

0

0

0

0

0

31

0

0

0

0

0

4

0

0

0

0

0

0

0

0

28

0

0

0

3

118

0

0

0

0

0

0

0

0

0

0

1

0

0

0

6

0

0

0

16

28

0

0

0

0

0

0

0

0

0

075

0

17

0

9

1

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

00

0

0

0

0

0

1

0

27

0

2

0

0

0

0

114

0

0

27

0

0

0

0

0

0

0

4

0

0

0

0

0

0

34

28

0

0

198

0

027

0

0

01

0

0

31

4

0

6

9

0

0

0

0

0

0

0

0

0

1

00

0

0

0

0

0

0

0

0

0

0

0

0

0

JACKSON AVE

49TH AVE

48TH AVE

11TH

ST

11S

T ST

11S

T ST

0

26

3

38

36

198

105

159

103

36

0

0

00

00

0

0

0

0

0

0

00

0

0

3

APPENDIX FIGURE 24-12017 LESSER DENSITY ALTERNATIVE TRAFFIC VOLUME INCREMENTS - AM PEAK HOUR

HUNTER'S POINT SOUTH REZONING AND RELATED ACTIONS EISNot to Scale

¯

TOTAL LESSER DENSITY ALTERNATIVE TRIP GENERATION

AM IN: 397AM OUT: 655

2ND

ST

54TH AVE

BORDEN AVE

BORDEN AVE

5TH

ST

VER

NO

N B

LVD

11TH

ST

21S

T ST

JACKSON AVE

JACKSON AVE

51ST AVE

50TH AVE

49TH AVE

48TH AVE

47TH RD

47TH AVE

46TH RD

46TH AVE

45TH RD

45TH AVE

44TH DR

44TH DR

44TH RD

44TH AVE

43RD RD

43RD AVE

QUEENS PLZ S

VERN

ON BLV

D

CRAN

E ST

DAVIS ST

PEARSO

N ST

COUR

T SQ

COUR

T SQ

THOMSON AVE

PURVES ST

OR

CHAR

D ST

QU

EEN

S S

TDUTC

H KILLS ST

WEST ST

QUEENS BLVD

HO

NE

YWE

LL STNORTHERN BLV

D


28TH

ST

27TH

ST

25TH

ST24

TH S

T

23RD S

T

22ND S

T

12TH

ST

21ST

ST

CRESCENT

ST

29TH

ST

40TH RD

40TH AVE

31ST

ST

32N

D S

T

33RD S

T

QUEENS BLVD

VAN

DAM

ST

32N

D P

L

33R

D S

T

31S

T ST

SKILLMAN AVE

43RD AVE

30TH

PL

30TH

ST

29TH

ST

28TH

ST

VAN

DAM

ST

BORDEN AVE

31S

T ST

30TH

PL

30TH

ST

31S

T PL

11S

T ST

11TH

PL

21S

T ST

CE

NTE

R B

LVD

CE

NTE

R B

LVD

55TH AVE

56TH AVE

57TH AVE

0

5

1

9

4

86

3

2

50

32

40

94

13

12

63

21

14

72

34

53

70

85

1530

71

37

10

16

76

24

28

27

33

47

51

87

89

98

17

153

129168

173

167

114

178

0

0

0

0

0

370

0

0

0

0

0

0

0

0

0

5

0

0

0

0

0

0

0

12

0

0

0

0 5

34

14

0

0

0

0

0

0

0

37

0

0

10

0

0

0

1

0

0

0

1

0

0

0

21

0

0

90

0

0

10

0

6

1

0

0

21

0

0

0

0

0

0

0

0

0

0

5

0

0

0

0

0

0

0

21

153

32

0

0

39

58

23

38

59

22

158

187

190

0

0

0

0

9

0

370

21

0

0

72

8

1

0

0

12

0

129

0

0

0

37

0

0

0

0

0

0

0

76

0

9

0

0

1

12

0

0

5

5

0

53

0

0

0

0

0

0

0

1

153

0

0

0

0

32

5 5

0

9

4

0

0

0

1

0

5

0

0

5

0

9

0

14

0

0

0

0

1

0

5

0

0

0

0

24

0

24

71

37

0

14

0

0

112

0

0

0

0

0

9

0

0

0

5

0

0

0

1

0

0

0

0

2

0

0

0

0

0

0

120

9

9

0

0

173

0

0

94

0

0

0

0

0

0

0

4

0

0

9

0

0

0

0

370

0

0

0

0

00

1

0

0

0

9

0

6

6

0

0

0

0

0

0

0

0

0

0

9

00

0

00

0

1

00

0

0

0

5

12

JACKSON AVE

49TH AVE

48TH AVE

11TH

ST

11S

T ST

11S

T ST

0

7

11

15

22

95

91

78129

22

0

0

00

00

0

0

0

0

0

0

00

0

0

15

APPENDIX FIGURE 24-22017 LESSER DENSITY ALTERNATIVE TRAFFIC VOLUME INCREMENTS - MIDDAY PEAK HOUR


¯


MD IN: 274MD OUT: 275

2ND

ST

54TH AVE

BORDEN AVE

BORDEN AVE

5TH

ST

VER

NO

N B

LVD

11TH

ST

21S

T ST

JACKSON AVE

JACKSON AVE

51ST AVE

50TH AVE

49TH AVE

48TH AVE

47TH RD

47TH AVE

46TH RD

46TH AVE

45TH RD

45TH AVE

44TH DR

44TH DR

44TH RD

44TH AVE

43RD RD

43RD AVE

QUEENS PLZ S

VERN

ON BLV

D

CRAN

E ST

DAVIS ST

PEARSO

N ST

COUR

T SQ

COUR

T SQ

THOMSON AVE

PURVES ST

OR

CHAR

D ST

QU

EEN

S S

TDUTC

H KILLS ST

WEST ST

QUEENS BLVD

HO

NE

YWE

LL STNORTHERN BLV

D


28TH

ST

27TH

ST

25TH

ST24

TH S

T

23RD S

T

22ND S

T

12TH

ST

21ST

ST

CRESCENT

ST

29TH

ST

40TH RD

40TH AVE

31ST

ST

32N

D S

T

33RD S

T

QUEENS BLVD

VAN

DAM

ST

32N

D P

L

33R

D S

T

31S

T ST

SKILLMAN AVE

43RD AVE

30TH

PL

30TH

ST

29TH

ST

28TH

ST

VAN

DAM

ST

BORDEN AVE

31S

T ST

30TH

PL

30TH

ST

31S

T PL

11S

T ST

11TH

PL

21S

T ST

CE

NTE

R B

LVD

CE

NTE

R B

LVD

55TH AVE

56TH AVE

57TH AVE

0

9

1

8

2

3

4

7 6

25

12

5717

10

40

61

18

20

42

41

85

1426

66

82

58

15

22

16

45

21

31

74

46

37

23

70

44

43 91

32

33

35

27

261

210

123

130

177

361

107

285

150

116

280

271

296

217

221

160

133

0

0

15

00

0

0

0

0

0

00

18

3

22

0

0

0

0

0

2

1

0

0

0

0

0

46

0

0

22

0

0

0

4

0

0

0

0

0

0

0

1

0

0

0

0

460

15

0

0

0

0

0

3

0

0

0

0

0

0

0

0

0

0

0

0

120

0

0

2

0

186

54

38

51

59

147

110268

401

125

143

41

0

40

210

0

0

0

31

00

22

0

2

0

0

0

1

0

0

22

0

0

0

0

0

0

37

0

0

0

0

0

0

0

0

10

0

0

0

0

0

0

0

10

0

0

0

0

0

0

0

0

1

0

210

22

0

07

0

0 0

0

0

0

1

0

0

0

0

0

0

15

0

0

0

0

0

0

0

0

0

0

0

0

0

0

44

22

22

0

0

22

0

57

0

0

0

0

8

0

0

3

0

0

0

0

0

0

0

0

0

8

0

0

0 0

1

3

3

0

10

00

3

3

0

0

107 0

010

0

0

0

0

00

4

0

0

0

0

0

0

0

74

58

0

0

32

0

0

10

0

0

0

0

4

0

6

12

0

0

0

0

0

0

0

0

0

0

3

0

0

0

0

0

0

1

0

0

0

0

0

0

0

0

18

JACKSON AVE

49TH AVE

48TH AVE

11TH

ST

11S

T ST

11S

T ST

0

8

7

20

54

80

72210

148

54

0

0

00

00

0

0

0

0

0

0

00

0

0

8

APPENDIX FIGURE 24-32017 LESSER DENSITY ALTERNATIVE TRAFFIC VOLUME INCREMENTS - PM PEAK HOUR


¯


PM IN: 571PM OUT: 333

2ND

ST

54TH AVE

BORDEN AVE

BORDEN AVE

5TH

ST

VER

NO

N B

LVD

11TH

ST

21S

T S

T

JACKSON AVE

JACKSON AVE

51ST AVE

50TH AVE

49TH AVE

48TH AVE

47TH RD

47TH AVE

46TH RD

46TH AVE

45TH RD

45TH AVE

44TH DR

44TH DR

44TH RD

44TH AVE

43RD RD

43RD AVE

QUEENS PLZ S

VERNO

N BLV

D

CRANE ST

DAVIS ST

PEARSON

ST

COUR

T SQ

COUR

T SQ

THOMSON AVE

PURVES ST

OR

CHAR

D ST

QU

EEN

S STDUTCH

KILLS ST

WEST ST

QUEENS BLVD

HO

NE

YWELL S

T

NORTHERN B

LVD


28TH

ST

27TH

ST

25TH

ST24

TH S

T

23RD S

T

22ND S

T

12TH

ST

21ST

ST

CRESCEN

T ST

29TH

ST

40TH RD

40TH AVE

31ST

ST

32N

D ST

33RD

ST

QUEENS BLVD

VAN

DAM

ST

32N

D P

L

33R

D S

T

31S

T S

T

SKILLMAN AVE

43RD AVE

30TH

PL

30TH

ST

29TH

ST

28TH

ST

VAN

DAM

ST

BORDEN AVE

31S

T S

T

30TH

PL

30TH

ST

31S

T P

L

11S

T S

T

11TH

PL

21S

T S

T

CEN

TER

BLV

D

CEN

TER

BLV

D

55TH AVE

56TH AVE

57TH AVE

11

3

37

39

21

289

5

4

01

7

8 9

6

197

27818

484

16

96

32

69

29

89

22

59

26

85

41

27

46

36

65

25

34

28

17

9512

35

55

48

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49TH AVE

48TH AVE

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ST

11S

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T

11S

T S

T

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571

208215

58

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1319

APPENDIX FIGURE 24-42017 LESSER DENSITY ALTERNATIVE TRAFFIC VOLUMES - AM PEAK HOUR


¯

2ND

ST

54TH AVE

BORDEN AVE

BORDEN AVE

5TH

ST

VER

NO

N B

LVD

11TH

ST

21S

T S

T

JACKSON AVE

JACKSON AVE

51ST AVE

50TH AVE

49TH AVE

48TH AVE

47TH RD

47TH AVE

46TH RD

46TH AVE

45TH RD

45TH AVE

44TH DR

44TH DR

44TH RD

44TH AVE

43RD RD

43RD AVE

QUEENS PLZ S

VERNO

N BLV

D

CRANE ST

DAVIS ST

PEARSON

ST

COUR

T SQ

COUR

T SQ

THOMSON AVE

PURVES ST

OR

CHAR

D ST

QU

EEN

S STDUTCH

KILLS ST

WEST ST

QUEENS BLVD

HO

NE

YWELL S

T

NORTHERN B

LVD


28TH

ST

27TH

ST

25TH

ST24

TH S

T

23RD S

T

22ND S

T

12TH

ST

21ST

ST

CRESCEN

T ST

29TH

ST

40TH RD

40TH AVE

31ST

ST

32N

D ST

33RD

ST

QUEENS BLVD

VAN

DAM

ST

32N

D P

L

33R

D S

T

31S

T S

T

SKILLMAN AVE

43RD AVE

30TH

PL

30TH

ST

29TH

ST

28TH

ST

VAN

DAM

ST

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31S

T S

T

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PL

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ST

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L

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T

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PL

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T S

T

CEN

TER

BLV

D

CEN

TER

BLV

D

55TH AVE

56TH AVE

57TH AVE

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ST

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T

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T

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23

APPENDIX FIGURE 24-5 2017 LESSER DENSITY ALTERNATIVE TRAFFIC VOLUMES - MIDDAY PEAK HOUR


¯

2ND

ST

54TH AVE

BORDEN AVE

BORDEN AVE

5TH

ST

VER

NO

N B

LVD

11TH

ST

21S

T S

T

JACKSON AVE

JACKSON AVE

51ST AVE

50TH AVE

49TH AVE

48TH AVE

47TH RD

47TH AVE

46TH RD

46TH AVE

45TH RD

45TH AVE

44TH DR

44TH DR

44TH RD

44TH AVE

43RD RD

43RD AVE

QUEENS PLZ S

VERNO

N BLV

D

CRANE ST

DAVIS ST

PEARSON

ST

COUR

T SQ

COUR

T SQ

THOMSON AVE

PURVES ST

OR

CHAR

D ST

QU

EEN

S STDUTCH

KILLS ST

WEST ST

QUEENS BLVD

HO

NE

YWELL S

T

NORTHERN B

LVD


28TH

ST

27TH

ST

25TH

ST24

TH S

T

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T

22ND S

T

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ST

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ST

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T ST

29TH

ST

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ST

32N

D ST

33RD

ST

QUEENS BLVD

VAN

DAM

ST

32N

D P

L

33R

D S

T

31S

T S

T

SKILLMAN AVE

43RD AVE

30TH

PL

30TH

ST

29TH

ST

28TH

ST

VAN

DAM

ST

BORDEN AVE

31S

T S

T

30TH

PL

30TH

ST

31S

T P

L

11S

T S

T

11TH

PL

21S

T S

T

CEN

TER

BLV

D

CEN

TER

BLV

D

55TH AVE

56TH AVE

57TH AVE

3

11

2

5

26

19

980

104

4

1

0

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96

7

252

199

473

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24

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28

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12

44

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52

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20

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42

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34

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220

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284

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306

512

116

194

196

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937

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503

513

665

506

538

175

267

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212

580

205

443

577

317

1039

1062

1062

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102

11

2

2

19

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2

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6

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0

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6

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51

3

4

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199

16

35

19

42

301

JACKSON AVE

49TH AVE

48TH AVE

11TH

ST

11S

T S

T

11S

T S

T

219416

5

7

3

874

104231

4020

36

1822

147

346117

210

419

197

695

578

554

1157

7

5210

APPENDIX FIGURE 24-6 2017 LESSER DENSITY ALTERNATIVE TRAFFIC VOLUMES - PM PEAK HOUR


¯

appendix 24: lesser density alternative · appendix table 24-1 hunter’s point south rezoning and...

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