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GR
DR
GR DR
BO
X
EL
EC
SIG
N
W
D
24" C&G
24" C&G
BS
T
DR
LT
LT
LT
BST DR
DI
CB
15" RCP
15" R
CP
15" RCP
ST
T
T
C
S
YL
YL
TLP
12"
12"
8"
6"
8"
8"
8"
6"
(TS)
(TS)
(TS)
INNERDUCT
INNERDUCT
20’ BST SR 1402 (ALBACORE ST)
CH
OR
D = 360.8
0’
RA
D. = 831.4
7’
N 73°08’59" E 389.90’
110.0
0’
BST PARKING
7’
WD
15"
RC
P
24"
C&
G
15’ N.C. POWER UTILITY EASEMENT
24"
C&
GM
ET
ER
EL
EC
230.3
1’
100.00’
S 88°20’25" E22.04’
B
US
1 1/2SF
W/ S
HELTER
CO
NC
WALK
SUNSET
BLV
D
CURB
CURB
LT
TLP
3’
WD
15"
CM
P
24’ PRIVATE R/W
49.7
3’
STORM FORCE
14" PROPOSED
EXISTING R/W
60.0
0’
EXISTING R/W
CU
RB
110.0
0’
N 17
°02’0
5" W
DI
TLP
CONDO BK 1 PG 151
DB 857 PG 907OWNERS ASSOC INC
BEACHMAR COMM CONDO III
COMPACTOR
TRASH
DI
COOLER
WALK-IN
LAMBROS VLAHOS
DB 981 PG 303
ME
TE
R
EL
EC
CH
OR
D = 31.0
0’
RA
D. = 831.4
7’
EORI
NCDOT
DB 376 DP690
CB
8"
100
-L- POT Sta. 100+00.00
-L- POT Sta. 102+87.86
100’ TAPER+80
R = 20’
33’
EXISTINGTIE TO
EXISTINGTIE TO
EXISTINGGUTTER TIE TO2’-6" CURB &
-L-
PO
T
Sta. 10
3+38.0
4
END CONSTRUCTIONBEGIN CONSTRUCTION
R=30’
R=30’
R=30’
R=30’
150’ LEFT TURN STORAGE
4’ P
S
RE
VISIO
NS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99
9:0
8:5
4
AM
R-2576_rdy_
Albacore
St._
Psh04.d
gn
7/14/2017
PLANS PREPARED BY:
LICENSE NO. F-0165
FAX: 1.919.836.4099TEL: 1.919.836.4040RALEIGH, NC 27601SUITE 1500 434 FAYETTEVILLE STREET WSP USA
20367F
GRAPHIC SCALE
0
PLANS
1020 20 40
-L- STA. 100+00.00
BEGIN 1�"OVERLAY
-L- STA. 102+87.86
END 1�"OVERLAY
101 102 103100
20
0
-L- -L-
GROUNDEXISTING
4:1 MAX
GROUNDEXISTING
GROUNDEXISTING
GROUNDEXISTING
4:1 MAX
10’ 10’ 10’ 6’
GRASS SHLD.
6’1’
4’ GRASS SHLD.
PATHMULTI-USE
CONC.
2% 8%EXIST.EXIST.
TYPICAL SECTION
ALBACORE ST. (SR 1402)
4
6.5’6.5’
LEFT TURN LANE ALBACORE ST.
MULTI-USE PATH10’ CONC.
-L-
C
CC C
CC
CC
F
F F F
