SW6220201_Plansheet C4.2 - Grading_Drainage Plan_20220510

LEGEND:
Ec'Z ECM -EXISTING CONCRETE MONUMENT
ERBO ERB-EXISTING REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
-SETBACK LINE
ss SANITARY SEWER LINE
Fm FORCE MAIN LINE
so STORM DRAINAGE
w WATER LINE
OVERHEAD UTILITY
PERMANENT EASEMENT
TREE LINE
210 MAJOR CONTOUR
207 MINOR CONTOUR
x 208.47' SPOT ELEVATION
BENCHMARK
Pp UTILITY POLE
C• GUY WIRE
❑T TELEPHONE PEDESTAL
WV
D4 WATER VALVE
FIRE HYDRANT
�S SANITARY SEWER MANHOLE
ASPHALT
CONCRETE
0 WETLANDS
PROPOSED SANITARY SEWER MANHOLE
• PROPOSED CLEANOUT
PROPOSED FIRE HYDRANT
❑■ PROPOSED WATER METER
H PROPOSED WATER VALVE
• PROPOSED BLOW OFF
F- I PROPOSED TEE
1
INV NURSERY ROAD (SR1117)
�3/9' i 60' R/W (PUBLIC)
TIE TO EXISTING 6" VALVE
29+93.8
U V00 30+44.52
W8 - I - - �"s - "�--_-
W 8"X6" REDUCER 30+00
_ --- -- - 29+67.2 / _-------- `-----z _ - 7If --_7/ --T�-- -- -- - ---- --
�\ \ �-
�<--335-
LILL
(LILL
n
i
J� `i � - `- `-
UI330 335 \ \ \
\ \\ �3 \ \ \ \ \ \
376
316� �\ \ PAD 314.10 \\ \\ `
PAD 314.90 MH 14
0+74.13 21.78 L \ PAD 313.42
RIM
INV OUT UT 304.77 (MH 15)
0+57.8 LAT IN 305.38 \
92.4
TOP: 313.16 -TOP: + 312.33-
- INV: 308.16 - - INV: 307.33 PAD 313.50
- � \ 306.6 \
305; 0,
305.37
1+20.9 \ \
TOP: 312.18-
® INV: 307.18 31n'
PAD 314.90 I 0p
- _ 306.6
_ \ ` 0+56.9 l Qo•d�: 1+28.7 w
�� \ TOP: 313.05 TOP: 312.02 \ w
\ INV: 308.05 p INV: 307.02
CO ' 304.97 PAD 313.00
sMH 15
o
• 3 1+32.11 4.99 R
\ \ \ \ \ z,z _\�\ 0+71.6 C' I RIM 311.41 - -
V
\ -_TOP: 312.66 I INV IN 304.14 (MH 14)
\ \ \ NV: 306.3 2„ GV I INV OUT 304.04 (MH 16) )-^-
Know what's below.
Call before you dig.
CC5 E
583
I I PAD 30
PAD 302.30
THO \NCLIFF LANE ccESS)
50' R/W (PUBLIC
UTILITY A
3+24.7
I I ' 3+04.7 TOP: 302.84
TOP: 301.84 INV: 297.84 ,
5' UTILITY INV: 296.84 _
EASEMENT
3+84.�
C4.2
C4.1
C4.3
C4.4
4D ECSM #181
N 568,836.892
SHEET KEY
E 2,008,250.099
ELEV 339.17
NC GRID NAD 83
(2011)
CS NAVD 88
o $31201�1
S G O NP
NU
20 00
SO 10 &100000000 so so 0000000 10
we go
owwwWOO go E SE SHE 4.3
� UN
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
``IN, \ CARO
�2:pF SS�..��
SEA
02
•• G I NE .•: ja���
�O
REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 8
DETAILED
UTILITY PLAN
PIN:
0506-88-4099.000
CLIENT
WOODSHIRE HUFF,
LLC
2919 Breezewood Avenue - Suite 100
Fayetteville, North Carolina 28303
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1775
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE RELEASED
MARCH 30, 2022
SHEET NUMBER
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
C-402