SW6220201_Plansheet C4.1 - Grading_Drainage Plan_20220510

a
_-_--_- INV
_ - - - - - -275.04EC
�
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/
-4-9Lx10' REGEWING
SEMEN T
I111 ►I ■
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V, ,
V, ,
1NUF\01__f\ I RVF1U
-----.--------- 60' R/W (PUE
JACK & tiUHL bU LF OF 1 b S I LLL CASING `{ \ \
_r.,-4wl
WITH 50 LF OF 8" RJDI PIPE
1 INV 296.70 INV 299.60
r � - � � _ __ 8"X6" I"EE
-`20+00 - - - - "' 21 +00 - �' - ' - -22+00 - ' - - '�` - - _� 23+00 ` - ` ' "� �4+00 0+62.3 25+00 "--- -'- - -
■ W$ �V8 1N8 I��N8_ -- - -
W$
~I �� x40' LANDING PIS -� 6" OV
/ '
-15' UTILITY EASEMENT 0+72.2 �/j
_ ■ -- -- -- _ - -- -- -- -- --�-- -- -_ _�\ \�- - \ -- -- - g I --
I
\ '�, FH
\ - 1+24.5
30-\D
\ I
I \
l
I\ \`30
♦ ■■� - \- - \ - \ I l
I `
w
j ♦ ♦ \\ \\ \ \ \\ \ \\ \ \\ NI
MH 10
\ \ \ \ \ \ \ \ \ 525 PAD 301.20 IFI R2+02.32
IM 298.9900 L PAD 301
II■■�■r \ ` \_ \ \ \ \ \ \
�I \ INV OUT 291.80 (MH 11)
2+07.292.2 1 \ g
\ \ \ \ \ \ \ ccil r� \ 1 TOP: 299.60 \ 2+05.4
�` \ \ \ \\ 1 \ \ \ \ \ I \ IN 4.60 l \TOP: 299.36
NV: 294.36 1300 -
R \ \ 2+27.3 I I
\ 1 \ \ 1 I I I \ \ 1 I 1 \ \ 2+27.3 \ TOP: 299.01
-TOP: 299.17 INV: 294.0
\\ ,V,\ \ \ \ \ \ \ \ I I I I I \ 1 INV: 294.17
292.14 \ I I I 1 1
PAD 300.00 \\ \ N 0 I PAD 300
\ ■ 1 I I 1 \ 1 :E U) I I 1 1
\ � ■ cA I 1 I I I I \ ��I �� 1,11 1 1 1
I� I z1 N I l i I I
1 I
N
I 3(
V A ■ / / I I 11 I I I I I " I 299 I- > I _9
■ / / / I I I I I C I CII 58
o I I I\ \
� m I ® \
\ ♦ !\ \\ \ \\ \\ \ 1 I I I I II I I I 10 J I \\
n N
PAD 299.00 I 1 II 1
\\ ♦♦ , I I 1 I I I i I I I I I PAD 2c I
\ 10 I I I I \Co I
! ! I I I \ \ \ \ \\ " I I 3+45.0 _ 1 3+77 95 0.00
♦ , I l \ 11 I OCI 1 CI 2 RIM 296.27
` V: 292.37 ` INV IN 289.16 (MH
3+63INV OUT 289.06 (N
\ \
/ / �♦ \ \ \ \ \ \ \ \ \ \ \ \ TOP: 296.6.99 1 3+80.9
♦ \ \ \ , \ \ \ \ \ INV: 291.99 ITOP: 296.52
1 NV: 291.52
i
SD
- -\ - -__ -
� r
-;err/
\ i /
V V I ♦ , \ \ TOP: 296.15 /
I \ \ \ \ \ 528 PAD 298.00 N 1 INV: 291.15 \- - i / / / `L 100
100
I v v v v v v
\ \LI V, ,�� \L ^ \ � \ \ \ 1 ` �'^ PAD 296.50 � to �\ _ 000000
t /
\ I I = j\ \ vtFPI� ,. \ \ \\ \ \ 5' UTILITY \ �' \ `✓ / -' i / /
I I I I� V_' \ SEWER 0 / ` \ \ \ \\ \ N \ \ EASEMENT \ \ a \ \ v
I 11 V, V_- / I1 \ �` \ �� \ \ � \ MH12 �tiy �/ /' '
1 1 / \ ; \ \ \ o c� \ 5+01.10 0.00�
C4.1 ca.2
C4.3
C4.4
SHEET KEY
286.92 RIM 292.47 LEGEND:
\ PAD 296.55 \\TOP+ 6.4 \ CI 3\ ;NV OUT 5.79 ((MH 13) 588 ERB
INV IN 285.79 (MH 11) EGruZ ECM -EXISTING CONCRETE MONUMENT
II II 11 1 1111 w `� \ \ \ \ \ \ \ \ \ NV: 289.22 Xo O O ERB EXISTING REBAR
\ \ \ �� \ \ O / - o COMPUTED POINT
\ , \ \ \ \ \ \ \ PAD 290.70 N F - N R FORMERLY
\ \ \ 11�!\ / \� - \ \ \ \ \ \ \ \ \ 296 4+95.0 \\ i / NOW 0
\ I I \ \ R W - RIGHT OF WAY
,\ \ \ TOP: 292.99 c�� � /
\\ \ \ \ \ \ \ \ / ♦, ` \ \ ♦ \; \ \ \ \ \ �� 29S \ \ NV: 287.o2as 3 RCP - REINFORCED CONCRETE PIPE
`� ♦�i `L \ \ ,/ \ \ is \ \ \ o \ \MH 13 (5' DIA INSIDE DROP) PROPERTY LINE
ADJACENT PROPERTY LINE
6+26.05 6.00 L
\ \ V_ _ V, \ \ \ \ \ \ G -RIM 285.11 27
- \ \ \ �� / INV IN 277.43 (MH 12) -- RIGHT-OF-WAY
�♦ \INV OUT 274.16 (MH 8) -SETBACK LINE
\ \ \ N PAD 293.80 S �
\ FH �,p � ss SANITARY SEWER LINE
/ ♦ v_ 1 V, �! \ 530 5+51.4
♦ _ ` \ st.
SA \ 6+21.3 �+ FORCE MAIN LINE
\ \ \ \ V - V, ,\ 1 s L TOP: 285.79
\ ` , ♦ \ \ � � INV: 280.7 sD STORM DRAINAGE
\
V, V,/ / � \ \� \ s "o CI 5 oo w WATER LINE
/\ \ \ ♦ `� `� \ \ // OVERHEAD UTILITY
\ \ \ 1 \ \
PERMANENT EASEMENT
\� \ \ ♦\ \ \ \ 6 2D79. 8 TREE LINE
CI 4
\ \ • \ \ \ TOP: 287.04 •� 210 MAJOR CONTOUR
\ \ \ \ \ \ \ \ \ \ 1 \ ■ \� V_ \ \ \ \ \ \ \ \ IV: 282.04 207 MINOR CONTOUR
V \ \ \ : !/ \ \ \ \ PAD 289.70 x 208.47'SPOT ELEVATION
\ \ \ \ \ \ \ I \ \ \ \\ I 1 I \ \ V, \ \ 531 \ PP� BENCHMARK
\ \ \ \ \ \ \ I I \ 1 III 1 1
� / 1 / 1• UTILITY POLE
GUY WIRE
�/ V- / � /' � / I `�I I� \ \ \ I \ \ \ \ \ \ \ \ i C• ❑T TELEPHONE PEDESTAL
WV
`L/ �/ / V-/ II \ \ v \ \ \ \ . \ \ \ \ \ \ \ 28 \ / M WATER VALVE
I I I I I I I 1 1 1 1 I 1 IL 'I 1 I / V, /'4, \ \ \'' \ \\ C.FIRE HYDRANT
• \ \,' \ S SANITARY SEWER MANHOLE
I �, I I I I 1 I 11 III � /� � � • \ �, �
1 \ I I I I I 1 I \ III I 1 I I I I / � / / (V_ (/ / / V, / / V, \ \ \ MH-19 \ \ ,, \287\ 0 ASPHALT
V,\ I 1 1 1 1 I I / 4 ,� \\ �, 0
I � � 8+22.28 0.00 �, CONCRETE
1 1 \ I I I I I I I I I 1 1 I 1 \ \\\ \ \!; 1 I \L\ 1 V� \ V- I �\� \ \\INV IN726 .00 (MH-18) \ l✓� , \\ \ / ��' WETLANDS
PROPOSED SANITARY SEWER MANHOLE
\ \ ��� INV OUT 260.90 (MH-20) T • PROPOSED CLEANOUT
li,■IIII��� •���\ \ � \ ��' \� \ �'�
// // 1 I I I I I I I I / I I 1 1 1 1\ \\ \ \ \ \ \ \ \�• �\� �\ \ \ \\
PROPOSED FIRE HYDRANT
V_ N,, y❑■ PROPOSED WATER METER
V, V \ \ \ \ �P
� H PROPOSED WATER VALVE
• PROPOSED BLOW OFF
♦
)v l 1 1 I I I I I I I I I I I I I I 1 \ I 1 \ \ I j `L L
/ \\ ♦ \ I I I PROPOSED TEE
� \\�
\\ ♦ \ /// /'�,I /I l l l l I I I II I I I II � V_ � �� •\�
/ �� j// j/�// // // // l/ I I I I 1 I I AI ♦ V, V, \v
♦ \\ � GRAPHIC SCALE
V_ 40 0 20 40 80
/ % , , j , - J / / / / I / / / I I \ ,� ♦ Know what's below.
Call before you dig.
/ � � %� ♦ ♦ - - - � / � i / � ( IN FEET )
/ �♦ / / . ■ N 567,403.47 , , 1 inch = 40 ft.
I ♦ • _ E 2,008,481.37
l I vi I I`_ I NC G ID N) D 83 i
V'I ; V- II 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
/ .o- 5/8"
160
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
CARO �//,'
SEA
02
.G I NE .•: ja���
TT
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
C-401