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TRANSCRIPT
S
S
S
S
S
S
S
S
S
S
S
S
SS S
S
15" R
CP
24" RCP
24" RCP
24" RCP
15" RCP
24" R
CP
27" TC ?
24" R
CP
24" RCP
12" RCP
15" C
MP
18" T
C
12" RCP12" R
CP
24" RCP
12" R
CP
15" R
CP
INV. 55.4
9
TOP 58.9
4
CB
24" RCP
12" R
CP
12"
RC
P12
" R
CP
15" R
CP
15" RCP
8" T
C
12"
RC
P
DIR.
12" T
C
12"
TC
15" TC
15" TC
15" T
C
18" T
C DIR.
24" T
C
15" TC
DIR.
24"
RC
P
12" RCP
ST MH-22
INV. 56.14(S)
INV. 56.23(E)
TOP 59.30
CB-67
INV. 56.14
TOP 58.98
CB-66
INV. 56.47
TOP 58.68
CB-70
INV. 56.89
TOP 59.11
CB-71
INV. 56.54(S)
INV. 56.62(N)
TOP 60.45
CB-72
INV. 58.12(N)
TOP 61.25
CB-73
INV. 58.85(S)
INV. 58.80(E)
TOP 61.38
CB-74
INV. 59.32
TOP 61.37
CB-75
DEBRIS)
(PLUGGED W/
INV. 57.22(N)
TOP 59.92
CB-76
INV. 54.49(S)
INV. 54.43(N)
TOP 57.93
CB-77
INV. 56.45
TOP 58.00
CB-78
INV. 58.52
TOP 61.45
CB-81
INV. 57.74(W)
INV. 57.97
TOP 61.49
CB-82
INV. 57.02
TOP 60.67
CB-83
INV. 56.80
TOP 60.90
CB-84
INV. 55.48(W)
INV. 55.59(S)
INV. 55.42(E)
TOP 58.83
ST MH-30
INV. 54.43(N)
INV. 54.50(S)
INV. 54.45(NE)
TOP 60.37
ST MH-33
INV. 56.11(W)
INV. 57.96(S)
INV. 56.32(E)
INV. 55.91(N)
TOP 61.53
ST MH-34
ST MH-23
ST MH-24
INV. 58.57(W)
INV. 58.59(S)
INV. 58.49(E)
INV. 58.42(N)
TOP 61.76
ST MH-37
TOP 58.52(6" DIP)
INV. 57.29(W)
INV. 57.39(E)
TOP 61.04
ST MH-36
CB-69
CB-79
CB-80
ST MH-25
12" RCP
ST MH-26ST MH-27
ST MH-29
ST MH-30 ST MH-31
ST MH-32
ST MH-35
8" DIP
INV. (N) 53.5
5INV. (W) 54.2
7INV. (S) 53.5
9TOP 59.92
ST MH
INV. (N) 53.6
8INV. (E) 53.6
7INV. (S) 54.8
5TOP 58.97
ST MH
24"
RC
P24"
RC
P
24" RCP
S
S
24" RCP
INV. (N) 54.4
3INV (S) 55.7
4 INV (E) 55.8
6TOP 58.99
CB
15"
RC
P
INV. (N) 56.2
1TOP 58.96
CB
36"
RC
P
INV. 53.71
TOP 58.33
DI
INV. 54.15(W)
INV. 54.19(S)
INV. 54.25(E)
TOP 58.26
STMH 12"
RC
P
S
12" RCP
24" R
CP
15"
RC
P
INV. 52.98(W)
INV. 52.06(S)
INV. 52.05(N)
TOP 57.15
DI
INV. 51.22(W)
INV. 51.16(S)
INV. 51.12(N)
TOP 56.60
STMH
24"
RC
P
12" TC
24" RCP
EOI
BOV
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
ABAND
10"
10"
4"
4"
4"
6"
6"
6"
6"
6"
6"
6"
6"
8358
59.38
8" TC
6" T
C
8" T
C
8" TC
8" TC
8" T
C
8" T
C
8" TC
8" TC
6" TC
6" T
C
8" TC
8" T
C
8" BLACK TRUSS
8" TC
6" T
C
8" TC
6" T
C
8" TC
8" TC
6" T
C
CONFLICT BOXTOP 59.62MH-33
INV. 56.20(SE)
INV. 56.31(W)
TOP 59.56
MH-36
INV. 55.25(SW)
INV. 55.20(E)
INV. 55.66(NW)
TOP 58.66
MH-38
INV. 58.93(NW)
TOP 62.08
MH-42
INV. 57.20(SW)
INV. 57.31(SE)
INV. 57.16(NE)
TOP 62.13
MH-44
INV. 57.20(SE)
INV. 55.65(SW)
INV. 54.58(NE)
TOP 61.69
MH-45
MH-37
MH-39
MH-40
MH-41
42" C
ONC
42" C
ONC
42" C
ONC
DK
36" C
ONC
42" CO
NC
DK
CONC
RA
MP
DK
42" C
ONC
42" C
ONC
30" CONC
CONC
RA
MP
36" CONC
42"
CONC
DK
48" CO
NC
60" CONC
78"
CONC
36" C
ONC
48" CONC
48" CONC
60" CONC
72" CONC
48" CONC
72" CONC
48" C
ONC
DK
HTRB
US
1SFAPT
1SBLKBUS
S
CONC
18" C
ONC
G
S
1SFD
12"
CONC
S
72" CHL
72" C
HL
72" CHL
60" C
HL
11’ CONC
42" C
ONC
42" C
ONC
42" C
ONC
RA
MP
72" CHL
DK
DK
72" CHL
72" C
HL
72" CHL
36" C
ONC
42" C
ONC
8’ S
OIL
36"
SPLIT
RAIL
8.5 SOIL
48" CHL
48" C
HL
42" C
ONC
30" CONC
BST
24" C
ONC
24" C
ONC
96" WOOD
12.5 GR
60" C
HL
60" C
HL 6
0" CHL6
0"
CH
L
48"
CH
L
60" CHL
7’ S
OIL
54" C
ONC
CONC
RA
MP
36" CONC
8.5’ S
OIL
39’ C
ONC
42" CO
NC
8’ S
OIL
7.5’ SOIL
42"
CONC
60" C
HL
72" W
OO
D
7’ S
OIL
60" CHL
60" C
HL
48" C
HL
60" C
HL
60" C
HL
CONC
60" C
HL
60" CHL
8’ B
ST
9’ B
ST
DK
48" CHL
48" CHL
48" C
HL
DK
7.5’ S
OIL
48" C
ONC
48" CO
NC
36" C
HL
48" C
HL
60" CONC
8.5’ C
ONC
78"
CONC
60" CHL
48" CHL
12.5’ S
OIL
36" C
ONC
48" CONC
60" C
ONC
48" CONC
60" C
ONC 6
0" CONC
72" CONC
48" C
ONC
6’ S
OIL4
8" CONC
48" C
ONC
24"
WOOD
12’ S
OIL
72" CONC
72" C
HL
60" C
ONC
78" CONC
48" C
ONC
DK
PE
NNSYLV
ANIA AVE 35’ B
ST
HTRB
US
MYR
TLE ST 27.5’ B
ST
48" C
HL
48"C
HL
SPRUCE ST 34.5’ BST
MYR
TLE ST 27.5’ B
ST
CONC
PE
NNSYLV
ANIA AVE 35’ B
ST
18" C
ONC
MYR
TLE ST 27.5’ B
ST
COLU
MBIA ST 26’ B
ST
36" S
PLIT RAIL
CHESTNUT ST 24’ B
ST
12"
CONC
C&
G
C&
G
C&
G
C&
G
C&
G
C&G
C&G
C&
G
C&
G
C&
G
C&
G
C&
G
C&
G
C&
G
C&
G
C&
G
C&
G
C&
G
C&
G
C&
G
171
174
W/LT
W/LT
177
182SOIL
2SFD
W/LT173
SOIL
SOIL
CONC
176
1SBLKBUS
SOIL
1SFBUS
181
1SFD
317
S
S
1SFD
PLAYGROUND
192
1SBLKBUS
W/LT
195
1SBLKBUS
8’ CONC
199
200
W/LT
1SFBUS
SOIL
1SFD
FOUND
1SFD
197
W/LT
196
198
1SFD
W/LT
2SFD
210
209
211
205
203
W/LT
202
2SFD
2SFD
G
CONC
CONC
187
W/LT
1SBKAPT
185
1SFAPT
186
W/LT
W/LT
188
1SMTLBUS
W/LT
318
1SBLKCH
S
189
W/LT
190
W/LT
191
SOIL
1SMTLBUS
G 1SBKD
194
193
S
207
W/LT
204
W/LT
1SFD
BST
1SBKAPT
SOIL
170
SOIL
1SBKD
SOIL
169
183
1SMTLBUS
178
W/LT
179
180
W/LT
184
W/LT
BST
1SFD
206
208
2SFD
2SFD
1SFD
1SFD
2SFD
1SBKD
1SFD
1SFD201
W/LTBST
172
W/LT
BST
1SFD
SPRUCE ST 34.5 BST
1SFD
S
S
S
W/LT
72" CHL16760
60.33 GR
BS
1SBLKBUS
72" CHL
GRCO
N
60" GR
16887
59.42
72"
CH
L
1SFBUS
1SBLKBUS
GR
GR
CONC
GR 42"
CO
N
GR
GRGR
12’
CO
NC
36"
CO
NC
48’
VY
N
GR
72" CHL
72" CHL
72" CHL
72"
CH
L
GR
DK CO
NC
50.0
0’
50.0
0’
50.0
0’
50.0
0’
50.0
0’
50.0
0’
75.7
8’
S 06°4
7’0
1" W
N 07°11’42"
E
72.43’
75.0
0’
73.00’
N 82°11’51" W
51.5
1’
N 35°2
5’30" W
N 82°11’51" W
N 55°21’42" E 75.0
0’
N 55°21’42" E
N 55°21’42" E 75.57’
50.0
0’
N 55°21’42" E 60.0
0’
N 55°21’42" E 84.80’
N 55°21’42" E
50.16’
N 55°0
1’00" E 146.26’
S 35°0
2’45" E 149.95’
66.50’
S 35°0
2’45" E 149.90’
S 35°0
2’16
" E 149.85’
N 55°19’58" E 200.83’
N 54°56’0
5" E 182.6
0’
182.75’
S 55°10’45"
W
18.0
8’
N 54°52’40" E 271.05’
50.0
0’
70.0
0’
51.06’
99.99’
74.2
5’
S 34°3
7’0
2" E
S 34°3
7’0
2" E
S 54°55’44"
W 127.0
2’
91.5
7’
46.6
7’
60.0
0’
14.6
5’
S 55°0
2’12"
W 113.6
8’
S 54°54’43"
W 113.71’
N 00°18
’11" W
127.6
0’
60.42’
103.82’
66.0
0’
66.6
0’
50.0
0’
S 34°5
2’0
3" E
N 34°5
2’0
3" W 164.25’
43.73’
N 34°5
8’50" W 164.25’
N 34°5
2’0
3" W 164.25’
N 54°51’24" E
59.87’
66.0
2’
40.92’
66.11’
25.0
0’
N 35°0
5’33" W 148.80’
N 35°0
2’19
" W 149.0
4’
60.36’
S 54°56’21" W
88.44’
N 55°0
1’00" E 178.26’
80.75’
11.65’
N 35°0
4’26" W
S 35°51’0
3" E 98.43’
2.0
1’
38.0
5’
S 54°44’0
1" W 92.40’
S 54°55’34"
W 86.19’
S 54°56’25"
W
71.20’
N 35°0
5’33" W 148.84’
N 35°0
2’19
" W 148.98’
N 35°0
2’19
" W 148.90’
70.84’
104.2
9’
N 08°5
4’5
7"
E 12
1.33’
17.0
4’
65.12’
N 56°14’44" E
N 33°4
7’4
1" W 167.5
9’
N 33°4
5’12
" W 167.5
8’
N 33°4
5’16
" W 147.5
8’
S 33°4
7’4
1" E 154.7
9’
S 33°4
5’12
" E 152.5
1’
N 32°18’4
3" W 97.2
4’
N 56°10’55" E
116.0
2’
N 37°11’2
7" W
N 36°0
9’53" W
N 35°2
3’53" W 165.35’
50.0
0’
S 54°51’41" W
62.0
5’
62.45’
S 54°52’39"
W
N 35°2
3’53" W 165.6
8’
N 54°54’43" E 136.6
4’
N 54°54’43" E 66.56’
N 54°54’43" E
66.12’
55.53’
105.94’
S 34°5
9’52" E 166.0
6’
60.12’
S 35°0
3’45" E 165.85’
S 35°0
3’45" E 165.91’
36.0
9’
N 33°4
5’0
8" W
S 34°5
4’25" E 163.74’
S 35°0
6’12
" E 164.6
1’
S 35°0
1’33" E 164.17’
183.6
2’
50.0
0’
168.5
5’
15.0
0’
S 56°14’44"
W
48.50’
90.27’
26.12’
S 54°45’57"
W
20.0
5’
N 34°5
2’34" W 166.6
1’
N 35°0
6’25" W 164.89’
97.14
’
32.6
3’
29.8
1’
19.8
5’
40.17
’
57.5
8’ 12
.84’
36.18’
22.9
0’
34.7
4’
24.9
6’
25.0
4’2
5.0
4’
24.9
9’
4.9
4’
+26.5
0
+43.2
5
+42.2
8
+54.5
8
+58.4
4
+74.7
0
+74.6
5
+34.6
0
+55.2
7
+73.14
+57.3
6
+54.4
0
+41.0
4
+94.0
8
+63.2
7
+77.4
3
+19.5
8
+89.57
+32.0
4
+11.84
+10.4
6
+54.6
2
+93.45
+33.0
5
+59.85
+75.18
+78.34
+13.96+81.76
+29.50
114.53’
80.32’
101.37’
158.23’
70.83’ 6
9.6
9’
87.31’
105.11’
21.44’
53.12’
61.04’
10.0
7’
7.6
2’
27.55’
47.80’
EXIS
T R/
W
EXIS
T R/
W
EXIS
T R/
W
EXIS
T R/
W
EXIS
T R/
W
EXIS
T R/
W
EXIS
T R/
W
EXIS
T R/
W
EXIS
T R/
W
EXIS
T R/
W
EXIS
T R/
W
EXIS
T R/
W
EXIS
T R/
W
EXIST R/W
EXIST R/W
EXIS
T R/
W
EXIS
T R/
W
EXIS
T R/
W
EXIS
T R/
W
EXIST R/W
EXIST R/W
N 07°
59’2
0"
E 15
0.8
2’
N 07°
59’2
0"
E 15
0.3
2’
N 07°
59’2
0"
E 14
9.3
2’
SUSAN L HENRY &
BARBARA L PARKE CRUDIE O BRADLEY
FRANKLIN BAKING CO.
HUGHES, JIMMY A.
C/O RUFUS SUTTON
SETH HATTERAS LLC
EL SHADDAI LLC
SUMMRELL, JULIUS
INDY II, LLC
SUMMRELL, JULIUS
RENALYSIS EVANS &
OLLIE R. EVANS
FREEMAN, IRVIN HEIRS
JOSEPH EUGENE HATCH
CHARLES M. LONG &
WF DELORES W. LONG
MELVIN C. MCLAWHORN &
WF. SANDRA J. MCLAWHORN
HUDSON, JAMES R.
HOLLOMAN, OSCAR L.
JESUS IS ALIVE FATHER
SON HOLY GHOST
DELIVERANCE CHURCH
BENNIE ROBERT
ROUNTREE
HISTORIC DISTRICT
JACOB W. HIGGS HOUSE
DA
NIE
L
A JO
NES
&
WA
NDA B JO
NES
DA
NIE
L
A JO
NES
&
WA
NDA B JO
NES
JA
MES R.
HUDSO
N
HISTORIC DISTRICT
PERKINS TOWN - CHERRY VIEW
JAMES ROY HUDSON,
JR.& WF JEAN P. MAEBELLE
ROBERT L JAMES,
JR. ETALS
JOSEPH HIGGS GOODSON
JAMES ROY HUDSON, JR.
& WF JEAN P. MAEBELLE
SAAD, JOSEPHINE HEIRS
GIBBS, LINDA
HUDSON, JAMES R.
INDY II,
LLC
PITT COUNTY
MICHAEL V. JOYNER
DAX R. NELSON & WFGLORIA CRANDELL
HOLLMAN, OSCAR L. & WF.CAROL P. HOLLMAN
WF.
SA
ND
RA J.
MC
LA
WH
OR
NM
EL
VIN
C.
MC
LA
WH
OR
N
&
MCLAWHORN
SANDRA J.
& WF.
MCLAWHORN
MELVIN C.
GRAND VENTURES, LLC
56
56
52
55
58
52
59
60
6162
56
58
55
55
63
64 67
69
6566
70
71
72
68
7376
78
68
74
162
162
171
179
181
PROPOSED R/W
95’
+60.38
177.25’
155.83’
+36
222’
+85
211.81’
+00
92.50’
+00
138.50’
+22.35
90’
+80.03 (L)
43’
+40
+00 (L)
92.50’BEGIN FENCE
END FENCE
+40
90’
+89.52
90’
+00
192’
180’
+51
159.48’
+72.53
151.47’
+09.09
163.84’
146’
+94
132.62’
+17.06
110.95’
+02.84
113.80’
+85.72
118.21’
+96.23
105.62’
+76.65
107.50’
+42.35
31.22’
25.36’
+54.83
117
116
86.79’
+66.07(Y9)
83.17’
+62.73(Y9)
107.43’
+51.10(Y9)
103.75’
+47.71(Y9)
33.27’
+17.78
27.54’
25’
+13.58
PUE
180
+76.38(L)
95’
END FENCE
87.42’
+89.22
56
153’
+08
81’
+27.58(Y7)
29.46’
25.07’
+78.72(Y8)
END FENCE
29.75’
+40(Y9)
34.50’
+26(Y9)
105.31’
+95.84(L)
47’
+49(Y9)
27.58’
+23.91(Y9)
35’
+40(Y9)
50.30’
+24.57(Y9)
BEGIN FENCE
90’
+75(L)
43’
+20.11(Y8)
121’
110.97’
+74
147’
+02.76(L)
208.08’
+95.58
210’
+94.33(L)
107.50’
+00.64
105’
+40.74
END FENCE
80’
+79
105’
+89.85
24.92’
+75(Y8)
45’
+57(Y9)31’
+56(Y9)
285’
279.70’
+78.85(L)
30’
25’
+84
285’
289.90’
+10.92(L)
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
P.O. BOX 33068
RALEIGH, N.C. 27636-3068
CONST. REV.
RIGHT-OF-WAY REV.
U-3315
4/4/2013
RE
VISIO
NS
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
K:\
RA
L_
Road
way\0
1103617
5 (U-3315)\
Road
way\P
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_rdy_psh08.d
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ENGINEER
HYDRAULICS
ENGINEER
ROADWAY
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A 61+
00 (S
EE
SH
EE
T 9)
FLONIE C DAVIS
MATCH LIN
E (S
EE SHEET 13)
SEE SHEET NO. 22 FOR -Y9- PROFILE
SEE SHEET NO. 22 FOR -Y8- PROFILE
SEE SHEET NO. 17 FOR -L- PROFILE
SEE SHEET NOS. 2-H & 2-I FOR INTERSECTION DETAILS
HUDSON, JR. &
JAMES ROY
WF JEAN P.
MAEBELLE
HOUSE OF PRAYER-
OF HEART TO GIVE
JONATHAN SUTTON
& TODD SUTTON
ASPHALT PAVEMENT
OBLITERATION OF EXISTING
1
3
STRUCTURE
REMOVE EXISTING STORM DRAINAGE
TIE TO EXISTING CONCRETE SIDEWALK
PAVEMENT TO TIE-IN DRIVEWAY
ASPHALT PAVEMENT OR CONCRETE
SAWCUT AND REMOVE OR MILL EXISTING
GUTTER WIDTH AS NECESSARY
TRANSITION 2’-6" C&G TO MATCH EXIST
EXIST CONCRETE JOINT
TIE TO EXIST CURB AND GUTTER AT
NOTES:
4
BLANCHE H WILSONBOBBY R BOWEN &
55
60
59
57
71
72
69
74 WACHOVIA BANK, N.A.
NA
D 83/ N
SRS 2007
DA
TE: 2/27/13 : P
AR
CE
L 116; R
EVIS
ED
PU
E
DA
TE: 2/27/13 : P
AR
CE
L 73; R
EVIS
ED
CU
RBIN
G
AN
D
PA
VE
ME
NT
RE
MO
VA
L
DA
TE: 2/27/13 : P
AR
CE
LS 52, 5
4, 5
7; C
OM
BIN
ED IN
TO P
AR
CE
L 52
DA
TE: 2/27/13 : P
AR
CE
L 78; R
EVIS
ED
PR
OP
ER
TY
NA
ME
DA
TE: 2/27/13 : P
AR
CE
L 70; R
EVIS
ED
R/
W
DA
TE: 2/27/13 : P
AR
CE
L 68; R
EVIS
ED
R/
W
DA
TE: 2/27/13 : P
AR
CE
L 66; R
EVIS
ED
TC
E
DA
TE: 2/27/13 : P
AR
CE
L 55; R
EVIS
ED
R/
W
36" RC
P-III
36" RCP-III18" RC
P-III
18" RC
P-III
18" RCP-III
18" RCP-III 18" RCP-III
18" R
CP-III
DI DI DI
18"
RCP-IV
CB
CB
36" RC
P-IV
15"
RCP-III
30"
RCP-IV
36" RCP-IV
15" RCP-III
CB
CB
DI
CB
CB
DI
CB
REM
OVE
REM
OVE
REM
OVE
REM
OVE
15" RC
P-IV
15" R
CP-IV
48"
RCP-IV
48"
RCP-IV
48"
RCP-I
V
48" RC
P-IV
48" RCP-IV
48" RCP-IV
18" R
CP-IV
18" RC
P-IV
48" RCP-IV
15" RC
P-IV
36" RCP-IV
15" R
CP-IV
15" RC
P-IV
15" RCP-IV
REM
OVE
REMO
VE
RE
MO
VE
REMO
VE
3@24"
RCP-IV
2 @ 36" RCP-IV
2@36" RCP-IV
Convert to DI
CB
CB CB
CB
CB
2GI
CB
2GI
MH33
ESTUB9
0806
0807
08080809
0810
0821
0822
0823
0824
0825
0826
0827
0828
0801
0802
0803
0804
0805
0811
0812
08130814
0815
0816
0817
0818 0819
0820
0829
0830
0831
0802A
SYSTEM
EXIST
REMOVE
2 @ 24"
RCP-IV
0805A
0805B
SYSTEM
EXIST
REMOVE
48"
RCP-IV
CB
CBCB
CB
CB
CB
2 @ 24"
RCP-IV
0831A
SYSTEMEXISTRETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
36" RCP-IV
DI
36" RCP-IV
0808B
CB
36" RCP-IV
FLOW
ABLE M
ATERIA
L
PLUG
& FILL W
/
PLUG
REM
OVE 2
04’
w/M
HTB J
B
6’ SIDEWALK +54
+54
+92
+92
15’
12’
12’4’
025
025
(TY
P)
(TY
P)
1’-6" C&G
1’-6" C&G
025
(TY
P)
025
(TY
P)
4’
4’
12’
12’
12’
12’
15’
15’
6’ SIDEWALK
1’-6" C&G
1’-6" C&G
6’ SIDEWALK
20’ D
R
16’
16’
-Y8- POT Sta. 11+78.72
END CONSTRUCTION
36’ D
R
D
-Y8- POT Sta. 10+00.00
-L- POC Sta. 54+30.00 =
-Y9- POT Sta. 10+00.00
-L- POC Sta. 56+43.00 =
D
20’
6’ SIDEWALK
6’ SIDEWALK
5’ SIDEWALK
5’ SIDEWALK
GRAU 350
GRAU 350
-Y9- POT Sta. 12+66.07
END CONSTRUCTION
6’ SIDEWALK
+54
12’
8:1 TAPER
5’ R
3
8:1 TAPER
(TYP)
(TYP)0
2
02
EXIS
T
EXIS
T
1
1
RETAIN C&G
RETAIN C&G
RETAIN C&G
RETAIN C&G
RETAIN C&G
RETAIN C&G
RETAIN C&G
EXIS
TE
XIS
TRETAIN C&G
RETAIN C&G
102
02(TYP)
(TYP)
CR
CR
CR
1
1
1
1
1
1
1
12’
12’
-L- STA 59+00 (60.75’ LT)
PEDESTRIAN FENCE
BEGIN MSE RETAINING WALL
CR
BAY T
APER
100’ R
T TURN
BAY TAPER100’ RT TURN
4’
4’
+00
12’
15’
12’
1
3
1
22’
30’ R
RETAIN CURB
30’ R
1
-L- STA 59+00 (60.75’ RT)
PEDESTRIAN FENCE
BEGIN MSE RETAINING WALL
20’
30’ R
RETAIN CURB
END SECTION
TERMINAL
8’
2’-
6" C
&G
2’-
6" C
&G
2’-6" C&G
2’-6" C&G
2’-6" C&G
2’-6" C&G
2’-
6" C
&G
2’-
6" C
&G
RETAIN C&G
RETAIN CURB
18’18’
18’
18’
CR
CR
3’
8’ BERM2’ C&G
8’ BERM2’ C&G
8’ B
ER
M
2’ C
&G
CR
CR
8’ B
ER
M
2’ C
&G
5’ R
ISLAND
5" CONC
+32.48
46’
50’
48’
50’
50’
RETAIN C&G
RETAIN C&G
32’ 3
2’
30’ R
5’ R5’ R
8’ B
ER
M
2’ C
&G
END SECTIONTERMINAL
END SECTIONTERMINAL
-Y8-
PE
NNSYLV
ANIA AVE
-Y9-
MYR
TLE ST
-L- -Y8- -Y9-
SPRUCE ST
COLU
MBIA AVE
CHESTNUT ST
SPRUCE STAVE
COLU
MBIA
SPRUCE ST
MYR
TLE ST
60+00
55+00
-Y8- POT Sta. 13+62.00
-Y8- PT Sta. 11+63.43
-Y8- PC Sta. 10+51.77
-Y9- PC Sta. 10+51.86
-Y9- PT Sta. 11+75.09
-Y9- POT Sta. 13+85.00
PI Sta 54+71.63
L = 1,481.21’
T = 746.07’
R = 5,000.00’
PI Sta 11+10.18
L = 111.67’
T = 58.42’
R = 154.00’
PI Sta 11+16.99
L = 123.23’
T = 65.13’
R = 154.00’
12’
12’
12’
12’
DS = 25 MPH
RO = NONE
SE = NCDS = 25 MPH
SE = NC
RO = NONE
D D D
DS > 40 MPH
SE = NC
RO = NONE
24’
END SECTIONTERMINAL
30’ R
30’ R
BAY TAPER100’ LT TURN
455’ TAPER (35:1) (LT & RT)
20’
DR
20’ D
R
PROP CL FENCE
PROP CL FENCE
PROP CL FENCE
PROP CL FENCE
TESTES
100’ RT TAPER
2’ C&G
HO
USE
JACOB
W. HIG
GS
OFF 172.82’ LT
-L- STA 52+30.46
-BY8- 47
OFF 207.85’ RT
-L- STA 58+39.16
-BY10- 51
OFF 36.27’ RT
-L- STA 59+87.42
-BL- 22 = -BY10-
OFF 29.15’ LT
-Y10- STA 12+53.95
-BL- 23 = -BY11-
OFF 41.57’ RT
-Y8- STA 11+13.80
-BL- 20 = -BY8-
OFF 329.40’ RT
-L- STA 57+12.51
-BY8- 48
UTILITY POLE
LAG BOLT IN
ELEV = 60.54’
OFF 273.07’ LT
-L- STA 55+37.95
BM #7
OFF 36.0
3’ L
T
-Y7- ST
A 22+74.40
-BL- 19 = -BY7-
OFF 20.46’ LT
-Y9- STA 12+27.80
-BL- 21 = -BY9-
F
F
F FF
F
F
F
C
C
C
F
F
F
C
C
C
C
F
-L- TENTH STREET00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140
50 50
55 55
60 60
65 65
70 70
75 75
80 80
55+00.00
50 50
55 55
60 60
65 65
70 70
75 75
80 80
55+50.00
50 50
55 55
60 60
65 65
70 70
75 75
80 80
56+00.00
50 50
55 55
60 60
65 65
70 70
75 75
80 80
56+50.00
X-19
PROJ. REFERENCE NO. SHEET NO.0
U-3315
$D
AT
E$
105
$FIL
E$
0.02500.02503:1 3:161.58
61.58
62.2
8
62.2
8
60.9
2
0.02500.02503:1 3:161.74
61.74
62.4
4
62.4
4
60.9
4
0.02500.0250 3:161.89
62.5
9
62.5
9
61.19
3:1 61.78
0.02500.0250 3:162.0
4
62.7
4
62.7
4
62.2
5
-Y9-
S
S
S
S
S
S
S
15" RCP
15"
RC
P
15" RCP
15" RCP
15"
RC
P
15" RCP
15" RCP 15" RCP15" RCP
15" R
CP
15" RCP
15" RCP
12" RCP
15" RCP
15"
RC
P
12"
RC
P
6" PVC
15" RCP
15" TC
18"
TC
15"
TC
18"
TC
18"
TC
4" PVC
6" T
C
12" R
CP DI
R.
24" TC
12"
RC
P
12" TC DIR.
12"
TC
DIR.
12"
TC
DIR.
4" TC
12" RCP
INV. 43.85(E)
TOP 47.70
CB-111
INV. 48.06(S)
INV. 48.01(E)
INV. 47.90(N)
TOP 52.70
CB-112
INV. 48.39(W)
INV. 48.43(E)
TOP 52.68
CB-113
INV. 48.69
TOP 53.03
CB-114
INV. 43.84(W)
INV. 43.90(S)
INV. 43.91(E)
TOP 47.80
CB-115
INV. 45.09(N)
TOP 50.62
CB-116
INV. 43.98(W)
INV. 43.93(S)
INV. 44.03(E)
TOP 47.78
CB-117
INV. 46.81(E)
INV. 46.69(N)
TOP 51.22
CB-118
INV. 47.13(W)
INV. 47.43(E)
TOP 51.82
CB-119
CB-119
INV. 47.61
TOP 52.11
CB-120
INV. 49.97
TOP 52.46
CB-121
INV. 50.15(W)
INV. 50.98(E)
TOP 52.48
CB-122
INV. 50.01
TOP 52.97
CB-123 INV. 49.19(W)
INV. 49.13(S)
TOP 52.70
CB-124
INV. 44.33(S)
INV. 44.30(N)
TOP 46.50
ST MH-60
INV. 42.49(W)
INV. 42.66(S)
INV. 42.77(E)
TOP 47.17
ST MH-61
ST MH-61
INV. 43.56(W)
INV. 43.49(S)
INV. 43.60(E)
INV. 43.48(N)
TOP 47.59
ST MH-62
ST MH-62
INV. 47.80(S)
INV. 47.45(N)
TOP 52.06
ST MH-63
INV. 46.29(W)
INV. 46.33(S)
INV. 46.32(E)
TOP 50.34
ST MH-64
ST MH-64
INV. 48.12(W)
INV. 48.64(S)
INV. 48.24(N)
TOP 53.72
ST MH-65
ST MH-65
INV. 49.52(N)
INV. 49.97(W)
INV. 49.72(E)
TOP 52.31
ST MH-66
INV. 44.49(S)
INV. 46.33(E)
INV. 44.59(N)
TOP 48.83
DI-16
INV. 47.65(E)
INV. 47.67(W)
TOP 51.85
DI-17
S
SS
S
T
T T
T
T
TT
T
P
P
P
S
SS
SS
S
T
T
T
T
T
T
T
T
P
P
C
S
(TS)
HH
(TS)
H H
AB
AN
DA
BA
ND
DU
CT
ABAND
COND
DU
CT
DU
CT
DU
CT
DU
CT
DUCT
2"
2"
2"
2"
2"
2"
2"
2"
2"
4"
4"
2"
2"
EORI
OR PIPING FOUND
NO ASSOCIATED RECORDS
ABAND
(TS)
DUCT
FO
FO
FO
FO
FO
FO
FO FO
4"
8"
8"
6" 6"
6"
6"
8"
8"
12"
EN
D
EN
D
12"
10"
8"
8"
8"
8"
6"
6"
6"
6"
6"
6"
2"
ELB
RECORD FOUND
PIPING OR
NO ASSOCIATED
OR PIPING FOUND
NO ASSOCIATED RECORDS
METER
ELEC
(TS)
ABAND
METER
ELEC
(TS)
(TS) VALVE(TS)
(TS) (TS)
(TS)
(TS)
6" TC
4"
TC
8"
TC
8"
TC
8"
TC
8" TC
8"
TC
8"
TC
8"
TC
8" TC
8" TC
8"
TC
8"
TC
8"
TC
8" T
C
6" TC
8"
TC
INV.INV.INV.TOPMH
INV. 43.66(W)
INV. 46.76(N)
TOP 50.35
MH-59
INV. 40.65(E)
INV. 40.72(S)
INV. 40.01(N)
TOP 47.32
MH-60
INV. 47.24(E)
INV. 45.29(S)
INV. 45.12(N)
TOP 52.18
MH-61
MH-61
MH-60
INV. 43.76(W)
INV. 43.70(E)
INV. 43.80(S)
INV. 43.57(N)
TOP 51.05
MH-62
MH-62
INV. 49.95(W)
INV. 49.91(S)
INV. 49.82(N)
TOP 58.64
MH-63
INV. 49.08(S)
INV. 49.14(N)
TOP 53.93
MH-64
MH-65
INV. 42.16(W)
INV. 41.87(S)
INV. 41.79(N)
TOP 46.75
MH-64
S
S
60" CONC
RAMP
48"
60"
CONC
MTL
60"
CO
NC
CONC
72"
CONC
CONC
7.5’
CO
NC
CO
NC
48"
CO
NC
24"
CO
NC
72"
CO
NC
CONC
DK
ST
EP
1SBLKBUS
1SMTLBUS
1SBKBUS
1SBKBUS
1SBKBUS
24" CONC
1SMBUS
1SBKBUS
1SFD
1SBKBUS
S
S
S
S
S
S
60" CONC
60" C
ON
C60" CONC
MTL
60" CONC
CO
NC
60"
CO
NC
60" CONC
48" MTL
60"
CO
NC
60"
CO
NC
60" CONC
60"
CO
NC
BST
CONC
60" CHL
RAMP
BST
CONC
48" CONC
72" CHL
7.5’
CO
NC 60"
CO
NC
CO
NC
48"
48"
60"
CO
NC
60" CONC
60"
CO
NC
60"
CO
NC
72"
CH
L
60" CONC
36" SPLIT RAIL
72"
CO
NC
60"
CO
NC
48" CHL
72"
CH
L
10’
CO
NC
10’
CO
NC
48" CHL
DK
ST
EP
EV
ANS
ST 54’
BS
T
E 10TH ST 63’ BST
E 10TH ST 51’ BST
W 11TH ST 28’ BSTE 11TH ST 28’ BST
FO
RB
ES
ST 29’
BS
TF
OR
BE
S
ST 29’
BS
T
24" CONC
CH
AR
LE
S
BL
VD 68’
BS
T
CO
TA
NC
HE
ST 55’ B
ST
C&G
C&G
C&
GC
&G
C&
G
C&
G
C&G
C&G
C&
G
C&
G
C&G
C&
G
C&G
C&G
C&G
C&
G
C&
G
C&
G
C&
G
C&
G
C&
G
C&G
C&G
24" RCP F
ES
W/LT282 283
56’ BST
CONC
W/LT
277
CONC
CONC
72"
284
285W/LT
1SMTLBUS
BST
CONC
W/LT 281
1SBKBUS
BST
BST
2SFD
1SFD
32’ CONC7.5’ CONC
279BST
1SBKBUS
CONC BST
CONC
CONC
1SBKBUS
S
BST
CONC
CONC
BST
1SBKBUS
1SBKBUS
BST
286W/LT
290292 W/LT
s
BST
294
293
W/LT
CONC
309W/LT
308
W/LT
310CONC
MTL CAN
CONC
1SBKBUS
304301
295
314
W/LT
BST
CONC
60"
1SMBUS
W/LT 315313
316
S
9’ BK
312
W/LT
311
305
306
307W/LT
BST1SBKBUS
BST
302
303W/LT
1SFD
298
297
299
296
W/LT
300
BST
291
CONC289W/LT
287
1SBKBUS
CONC
SOIL
CONC
BST S
C&G
BST
S
1SBKBUS
1SBKBUS
W/LT
278
1SBLKBUS
BST
S
S
S
280
CONC
(REMOVED)
1SBKBUS
US
T
MW-4
MW-9
UST
SOLVENT IMPACTED GROUNDWATER
SOLVENT IMPACTED GROUNDWATER
SOLVENT IMPACTED GROUNDWATER
SOLVENT IMPACTED GROUNDWATER
PETROLEUM IMPACTED GROUNDWATER
DO NOT DISTURB UST
DO NOT DISTURB UST
50.00’
94.75’
50.00’
49.5
0’
80.00’
N 11°0
3’5
1" E
S 78°59’02" E 91.51’
50.0
6’
63.5
0’
N 10
°53’5
1" E
N 79°07’05" WN 79°07’05" W
98.00’
N 79°06’09" W 100.12’
22.0
0’
N 10
°53’5
1" E
S 79°01’40" E
52.0
0’
86.11’82.57’
N 78°06’31" W
N 10
°58’2
0"
E
N 10
°58’2
0"
E
56.6
1’
S 80°08’47" E 121.48’
S 79°44’41" E 114.01’
N 80°08’47" W 119.66’
N 10
°49’5
0"
E 85.2
3’
S 79°09’10" E 65.98’
N 10
°42’0
0"
E 93.3
8’
N 10
°41’27"
E 82.8
0’
S 11°15
’00" W
82.4
4’
52.62’
S 10
°22’4
4"
W
82.5
6’
N 10
°27’0
2"
E47.21’
14.10’
63.4
3’
N 08°2
4’2
8"
E
S 10
°46’2
3"
W
82.3
7’
S 10
°17’5
1" W
82.5
3’
41.25’
N 10
°27’0
0"
E
41.12’
N 79°03’22" W 148.51’
N 79°03’22" W 149.79’
N 79°05’46" W 89.87’
S 11°0
6’5
1" W
82.5
0’
S 79°05’46" E 64.40’
41.37’
N 79°04’57" W 127.19’
S 78°52’32" E 151.72’
N 79°04’57" W 148.91’
S 59°20’11" E
N 11°3
5’4
2"
E 10
4.6
4’
32.6
2’
8.6
3’
N 10
°27’0
0"
E
N 79°03’17" W 152.53’
41.22’
15’ ELECTRIC EASEMENT
15’
EL
EC
TRIC
EA
SE
ME
NT
15’ ELECTRIC EASEMENT
35.7
8’
34.6
9’
33.7
7’
35.9
1’
35.6
7’
34.8
7’
36.3
7’
24.79’
25.20’
30.01’35.00’
35.00’
35.00’
40.04’
40.05’ 39.98’
40.06’
40.06’ 39.98’
39.93’
40.04’
25.31’
+16.1
5
+78.8
8
+55.5
6
+30.5
7
+30.1
5
+12.1
6
+10.85
+93.99
+56.70 +56.15
+11.98
+94.53 +95.15
+44.56
+76.96+77.87
+40.50
+62.32
+28.80
+61.12
+42.15
EXIS
T
R/
W
EXIS
T
R/
W
EXIST R/W
EXIST R/W
EXIST R/W EXIST R/W
EXIST R/W
EXIS
T
R/
W
EXIST R/W
EXIS
T
R/
W
EXIS
T
R/
W
EXIS
T
R/
W
EXIST R/WEXIST R/W
EXIST R/WEXIST R/W
EXIS
T
R/
W
EXIS
T
R/
WE
XIS
T
R/
W
EXIS
T
R/
W
EXIST R/W
EXIST R/W
EXIST R/W
EXIS
T
R/
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EXIS
T
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EXIS
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EXIS
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MCCARTHY ROBERT F
VINCENT PEELE
PROPERTIES LLC
WARD HOLDINGS, LLC
WARD HOLDINGS, LLC
D/E BEAMON, LLC
HEATH, SARAH LEE
BRODY PROPERTIES, LLC
STATE OF NORTH
CAROLINA C/O STATE
PROPERTY OFFICESTATE OF NORTH
CAROLINA PROPERTY
CONTROL SECTION
STATE OF NORTH
CAROLINA C/O STATE
PROPERTY OFFICE
GENE BLAND ADAM
& JASON B ADAMS
STATE OF NORTH
CAROLINA C/O STATE
PROPERTY OFFICE
STATE OF NC C/O STATE
PROPERTY OFFICE
DAVED RALPH MORGAN &
STEPHEN FLEMING MORGAN
A. J. TILLEY, III & WF
JUDITH S.
TENTH STREET PROPERTIES, LLC
ST
AT
E
OF
NO
RT
H
CA
RO
LIN
A
C/
O
ST
AT
E
GE
NE
BL
AN
D
AD
AM
WARD HOLDINGS, LLC
STATE OF NORTH
CAROLINA C/O STATE
PROPERTY OFFICE
WARD HOLDINGS, LLC
WARD HOLDINGS, LLC
104
105
106
107
106
106
106
193
194
195
197
196
198
196
199
84’
+50
35.86’
+13.80
34’
+60.26
48.89’
+94.25
58’
49.18’
+01
58’
49.31’
+60
35.96’
+71.55
43.74’
+71.39110
35.21’
+29.84
43.10’
+29.77
52.42’
+69.19(L)
197
48’
+07.45(Y14)
59’
+02(Y14)
59’
+54(Y14)
46’
+03.50(Y14)
40.02’
+10.63(Y14)
60’
46’
+44(Y14)
60’
52’
+22(Y14)
52’
42.50’
+87(Y14)
44’
+40(Y14)
59’
+63.94(Y14)
60’
+48(Y14)
67’
+64.48(Y14)
48’
+61.79(Y14)
63’
+75(Y14)
48’
+02.26(Y14)
76’
63’
+90(Y14)
41.45’
+74(L) 74’
62.99’
+16(L)
41.68’
35’
+20.27(Y14)
72’
+29.67(L)
84’
+40.46(L)
33.31’
25.21’
+62.81(Y15)
57.50’
+00(Y14)
48’
+08(Y14)
75.14’
+36.42(L)
86.40’
+39.10(L)
40.73’, 50’
+92(L)
46’
+95.00(Y14)
48’
+95.00(Y14)
50’
+50(Y14)
44’ & 48’
+08.91(Y14)
48’ & 44’
+56.73(Y14)
45.97’
+65(Y14)
65.77’
+75.72(L)
60’
+25(L)
50’
+74.05(L)
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
P.O. BOX 33068
RALEIGH, N.C. 27636-3068
CONST. REV.
RIGHT-OF-WAY REV.
U-3315
4/24/2014
RE
VISIO
NS
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
K:\
RA
L_
Road
way\0
1103617
5 (U-3315)\
Road
way\P
roj\u
3315
_rdy_psh11.d
gn
ENGINEER
HYDRAULICS
ENGINEER
ROADWAY
DUAL = 4%
TTST = 3%
DIR = 60%
DHV = 9%
DUAL = 4%
TTST = 3%
DIR = 55%
DHV = 9%
DUAL = 3%
TTST = 2%
DIR = 70%
DHV = 11%
DUAL = 3%
TTST = 2%
DIR = 65%
DHV = 11%
2034 ADT
2014 ADT
MATCH LINE -Y14- STA 16+00 (SEE SHEET 14)
MA
TC
H
LIN
E -
L-
ST
A 81+
00 (S
EE
SH
EE
T 10)
11
25600
17800 5300
2200
6100
2900
32100
21900
29100
16700
11700
6600
6000
3300
38400
22500
(SR 1598)
10TH STREET
-L-
(SR 1598)
10TH STREET
-L-
(SR 1702)
EVANS STREET
-Y14-
(SR 1702)
EVANS STREET
-Y14-
SEE SHEET NO. 23 FOR -Y14- PROFILE
SEE SHEET NO. 18 FOR -L- PROFILE
SEE SHEET 2-I FOR INTERSECTION DETAIL
1
2
3
4
NA
D 83/ N
SRS 2007
(SEE SIGNAL PLANS)
PROP MAST ARM SIGNAL POLE
STRUCTURE
REMOVE EXISTING STORM DRAINAGE
TIE TO EXISTING CONCRETE SIDEWALK
PAVEMENT TO TIE-IN DRIVEWAY
ASPHALT PAVEMENT OR CONCRETE
SAWCUT AND REMOVE OR MILL EXISTING
GUTTER WIDTH AS NECESSARY
TRANSITION 2’-6" C&G TO MATCH EXIST
EXIST CONCRETE JOINT
TIE TO EXIST CURB AND GUTTER AT
NOTES:
5
DA
TE: 1/6/14 : P
AR
CE
L 10
7; UP
DA
TE
D
RO
W
DA
TE: 4/25/14: P
AR
CE
L 10
7; R
EVIS
ED
RO
W
OU
TSID
E
OF
EXIS
TIN
G S
TA
RB
UC
KS
PA
RKIN
G
LO
T
18" RC
P-III
30" RCP-III
24" R
CP-III
24" RCP-III
15" RCP-III
24" RC
P-III
18" RCP-III
18" RCP-III
18" RCP-III
18" R
CP-III
24" RC
P-III
15" RCP-III
18" RC
P-III
15" RCP-III
15" RC
P-III
CB
CB
CB
CB CB
CB
CB
CB
CB CB CB
CB
REMOVE
REMOVE REMOVE
RE
MO
VE
RE
MO
VE
RE
MO
VE
RE
MO
VE
RE
MO
VE
RE
MO
VE
REMOVEREMOVE RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAINMH63
MH64
1101
1102 1103
1104
1105
1106
1107
1108
1109
1110
1111
11121115
1117
SYSTEM
EXIST
REMOVESYSTEM
EXIST
REMOVE
4
4
CB
4
15" RCP-III
RETAIN
15" RC
P-III
+10
6’ SIDEWALK
015
015
24’
DR
24’
DR
24’
DR
24’
DR
24’ DR
-Y13- POT Sta. 11+63.32
BEGIN CONSTRUCTION
-Y14- POT Sta. 23+23.00
END CONSTRUCTION
+27.2
2
025
025
+89.2
2
+77.6
7
025
025
025
(TYP) (TYP)
025
015
025
020 025
025
+03
12’
12’
12’
12’
12’
11’ 11’11’ 11’ 11’ 11’
11’ 11’ 11’ 11’ 11’ 11’
9.5’9.5’
9.5’9.5’
9’
-Y14- POC Sta. 18+95.03
-L- POT Sta. 83+06.89 =
D3
1
2
1
1 113
13
16’ R
20’ R
RE
TAIN
C&
G
RE
TAIN
C&
G
EXIS
TE
XIS
T
RETAIN C&G
RETAIN C&G
RE
TAIN
C&
G
C&
GR
ET
AIN
-Y15- POT Sta. 11+47.88
-L- POT Sta. 86+19.31 =
D
6’ SID
EW
AL
K
6’ SID
EW
AL
K
EXIST EXIST
RE
TAIN
C&
G
RE
TAIN
C&
G
20’ R
20’ R
CR
CR
CR
CR
12’
12’
12’
4’
12’
12’
12’
2
2
2
2
2
20’ R
20’ R
20’
DR
025
RETAIN C&G
RETAIN C&G
6’ SIDEWALK
6’ SIDEWALK
CR
CR
23.5’
23.5’
6’ SIDEWALK
16’
+29.6
7
015
+16.0
0
+99.6
7
+49.6
7
015
BUS STOP
CRCR
-L- POT Sta. 87+71.55
END CONSTRUCTION
END PROJECT U-3315
2’-6" C&G
2’-6" C&G
2’-
6"
C&
G
2’-
6"
C&
G
2’ C&G
CR
CR
EXIST SIGNAL
RETAIN C&G
RETAIN C&GRETAIN C&G
RETAIN C&G
2’-6" C&G
2’-6" C&G
AT EXISTING ELEVATIONCONSTRUCT 2’ C&G
50’ TAPER
4’
6’6’
PAVEMENT TO TIE-IN SLOPES
SAWCUT TO REMOVE EXIST
-Y15-
FO
RB
ES
ST
-L--L-
11TH ST11TH ST
(SR 1598)
TENTH ST
-L-
-Y14-
EV
ANS
ST (S
R 17
02)
-L- POT Sta. 91+63.00
-L- PT Sta. 90+07.15
-L- PC Sta. 89+17.66
-Y15- POT Sta. 10+00.00
-L- PC Sta. 86+91.28
-L- PT Sta. 87+86.70
-Y15- POT Sta. 13+46.00
-Y14- PT Sta. 19+83.59
-Y14- PC Sta. 18+12.16
-L- PT Sta. 82+29.67
85+00
90+00
20+00
-Y14- PC Sta. 22+02.26
-Y14- PT Sta. 23+73.47
+72.5
0
5’ R
162.50’ TAPER LT & RT
5’ R
11’
11’ 11’ 11’
11’ 11’ 11’ 11’
(TYP)(TYP)
10’
SID
EW
AL
K
8"x
12"
CU
RB
6’
SID
EW
AL
K
1
3
1
025 025AT EXISTING ELEVATIONCONSTRUCT 8"x12" CURBSAWCUT EXISTING CONCRETE
RETAIN C&G
75’
RT
TU
RN
BA
Y
TAP
ER
2’-
6"
C&
G
ELEVATIONAT EXISTING 2’ C&GCONSTRUCT
9’
4’4’
3’
33’ 33’
5"
CO
NC IS
LA
ND
C&
GR
ET
AIN
C&
G
RE
TAIN
2’
C&
G
6’
2’-
6"
C&
G
+35
+10
5
5
5
5
13.5’
3’ R
AT EXISTING ELEVATIONCONSTRUCT 8"x12" CURBEXST CONC PAVEMENTSAWCUT AND REMOVE
26’
DR
-Y14-
-L-
PI Sta 80+28.31
L = 402.94’
T = 201.58’
R = 5,000.00’
PI Sta 89+62.41
L = 89.48’
T = 44.74’
R = 4,000.00’
PI Sta 87+38.99
L = 95.43’
T = 47.72’
R = 4,000.00’
PI Sta 22+87.87
L = 171.21’
T = 85.62’
R = 5,000.00’R = 5,000.00’
T = 85.72’
PI Sta 18+97.88
L = 171.43’
SE = EXIST
RO = EXIST
DS > 40 MPHDS > 40 MPH
SE = EXIST
RO = EXIST
RO = NONE
SE = NC
DS > 40 MPH
RO = NONE
SE = NC
DS > 40 MPH
RO = NONE
SE = NC
DS > 40 MPH
D D D
DD
TO BACK OF CURBTIE PROP SIDEWALK
C&
G2’
6’
SID
EW
AL
K
10’
SID
EW
AL
K
26’
DR
OFF 28.26’ LT
-L- STA 85+89.83
-BL- 30
OFF 49.64’ RT
-L- STA 83+45.42
-BL- 29 = -BY18-
OFF 43.18’ LT
-L- STA 89+82.93
-BL- 31
OFF 30.60’ LT
-L- STA 80+14.95
-BL- 28 = -BY17-
UTILITY POLE
LAG BOLT IN
ELEV = 54.72’
OFF 146.32’ RT
-L- STA 86+01.61
BM #13
UTILITY POLE
LAG BOLT IN
ELEV = 55.04’
OFF 164.88’ RT
-L- STA 89+16.78
BM #14
C
F
C
F
C
C
F
F
C
F
C
C
F
F
F
C
FF
F
F
-L- TENTH STREET00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140
35 35
40 40
45 45
50 50
55 55
60 60
65 65
81+00.00
35 35
40 40
45 45
50 50
55 55
60 60
65 65
81+50.00
35 35
40 40
45 45
50 50
55 55
60 60
65 65
82+00.00
35 35
40 40
45 45
50 50
55 55
60 60
65 65
82+50.00
40 40
45 45
50 50
55 55
60 60
83+00.00
X-35
PROJ. REFERENCE NO. SHEET NO.0
U-3315
$D
AT
E$
105
$FIL
E$
0.02500.0250 45.8
3
44.6
8
44.9
8
45.15
3:1 3:1
0.02500.0250 46.12
44.9
7
44.9
7
45.5
7
3:1 3:1
0.02070.0207 46.7
9
45.8
3
45.8
3
45.9
9
3:13:1
0.01500.0150 47.8
546.6
5
47.10
3:13:1
47.10
0.01500.0150 48.7
647.2
3
-Y14- -Y14-