SW6220201_Plansheet - Grading_Drainage Plan_20220510 (10)

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LEGEND:
"'Z ECM -EXISTING CONCRETE MONUMENT
ERB0 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
SD STORM DRAINAGE
w WATER LINE
OVERHEAD UTILITY
PERMANENT EASEMENT
TREE LINE
210 MAJOR CONTOUR
207 MINOR CONTOUR
x 208.47' SPOT ELEVATION
BENCHMARK
PPS UTILITY POLE
C• GUY WIRE
❑T TELEPHONE PEDESTAL
WV
N WATER VALVE
FIRE HYDRANT
�S SANITARY SEWER MANHOLE
0 ASPHALT
CONCRETE
0 WETLANDS
PROPOSED SANITARY SEWER MANHOLE
• PROPOSED CLEANOUT
PROPOSED FIRE HYDRANT
❑■ PROPOSED WATER METER
H PROPOSED WATER VALVE
• PROPOSED BLOW OFF
F7-PROPOSED TEE
5+56.3 I
TOP: 304.32 1 I
INV: 299.32 •
296.13
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NV:+299.61
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)MH 18 1 I
5+66.31 6.00 R I
RIM 303.79 coCD
1 INV OUT 295.69 (MH 16) I I i
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\ \ \` ` • I / 9+81.9\ 10+63.24 6.00 L of I / n 6+51.31 6.00 R 1
\ \ G7 ( ` I I \ I RIM 290.25 I �� / RIM 302.94 296.49
/ ', ' \ ^�� \ \_ \\ i >I/I I I 2$ j \ \ o I \ INV OUT 283.60 (MH 23) 1 I I \I II I i I INV OUT 294.42 (MH 12) • _ 1 TOP+303.53� 304/ / I
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EASEMENT TOP: 290.95/ a 6+75.3 INV:298.15
296.61 COINV: 285.95 TOP: 303.13
PAD 291.30 INV: 298.13
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PAD 304,10 /
10+72.6 \ TOP: +291.30 \ N N \ \ \ P: 302 1 + 1 0 /
JTFALL DATA 2 \ o \ o \ TOP: 302.91 0 1 /
\ \ �� \ \ TOP: 290.82 INV: 286.30 \ \ \ \ INV: 297.91 1 % � ■ \ \ \ v0 \ \ ti� \ 535 INV: 286.30 \ 580 \ 293.62
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30 (MH- \, \ \\ \ \\ \ \ / o \ \ PAD 292.50
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PAD 303,90 1 n G) /
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♦ �S \ ' \ \ \ PAD 292.30 \\ 7 a I II \1 30. w
CLASSIFICATION: C ♦ .(Jl \ \ \ \ \ 536 TOP: 291.57 \ `MH 23 PAD 292.50 I I I \ I I 1 7+961 SuP /
Os� \ TOP: 301.12
RIM 290.74 \ I \ I I
\♦ S\ \ 0 INV IN 280.97 (MH 6) I I 1 I >.+
♦ �A \ \ 11+86.1 \ INV OUT 280.87 (MH 5) \ I \ PAD 302.10 a
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TOP: 291.19 1 0\ \ 12+11.8 8+16.3 I
AINV: 286.19 0 \ TOP: 290.78 to TOP: 299.82 1
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+300.10 - N 1� INV: 294.82 / 1
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C \ PAD 300.20TOP: 290.26
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TOP: 299.19
PAD 291.70 11 \ I I 1 I 578 \ C14 \ \ I INV: 294.19 ®
PAD 290.80
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V_ V, RIM 269.02 I \\ \29\ CI 3 I \ 289 C
I V_ INV IN 255.00 (MH-2) 1 I \ I v 288 \ \ \
INV OUT 254.90 (MH 22)
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\ \ V_ PAD 289.30 t <0 1 \ PAD 288.60 \
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I279.7
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• ,I I I I 6 2�8 I I I 289 �� \INV: 282.34 �' 1 13+50.0 �� \
- I I I J TOP: 286.35
INV: 281.35
4 _ EET C- 4.
SH
IWO
i 777T- LINE- SEE
40
Know what's below.
Call before you dig.
GRAPHIC SCALE
0 20 40 80
- ( IN FEET )
1 inch = 40 ft.
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
160
4 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
��sx` NIICARO
40,
SEA
02 _
-
OTT
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