SW6220101_Plansheet - Other_20220119 (2)

n
z
fTl
li
1CA
mT-1
461 462
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FM FORCE MAIN LINE I I I 364
SD STORM DRAINAGE ► I n / I I 11
WETLANDS If�- 1 I�
PERMANENT EASEMENT ao
I
153 / I o I I ��
X FENCE LINE
TREE LINE o I ( / / / / / ( I I V) I \
x 208.47' SPOT ELEVATION I I 360 / U \
BENCHMARK I I uJ Q I
D4 WATER VALVE #15085 I I z }
Y,FIRE HYDRANT TC 366.02 1/2" / I J
❑❑ WATER METER INV IN 362.19 ERB // I I o � I \I
® CATCH BASIN 100
TREE 1 \ �/ I I W m
0 GRAVEL
SOIL ERB I� \
WETLANDS ; \
MAJOR CONTOUR _ \
MINOR CONTOUR \ �� 152
PROPOSED SANITARY SEWER MANHOLE
• PROPOSED CLEANOUT ERB 1\ �. 4
"PROPOSED FIRE HYDRANT \ \
`gym
L�J PROPOSED WATER METER
4 PROPOSED BALL VALVE \` • i ��. /\� �m \
H PROPOSED WATER VALVE
• PROPOSED BLOW OFF \ �. \\\ \ 1\ 0+41 6.
Top: 356.53
/ \ PAD 359.10 �5 0 351.53
F=IPROPOSED TEE ` �� >\\\\I1 ky'5��06 1N� -. 2" GV
o e
1I PROPOSED 90' BEND DI- / //f roe ��j - -0+45.0�
PAD 360.15
458
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- -------------
_ N.
37
PPrM
------3>> 3,>0 �_� 367- a36?_
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- - / 6---L X X "-=I" I I \ \ -
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-- -- _
- 361 - -
36S-��---363-- -- ---360-----36p - 3Sg -__ -�_ s45. --
---- - � 1
sp \ NURSERY ROAD - SR 1117 � \ \
r // 60' R/W (PUBLIC) /
I / /
18" RCP -3 --- - i
W8S0 ----
ERB ERB � - � 7 � -ER B -
I 5/8„
ERB
2
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ERB �
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5/8"---- ----- 67 ERB ----
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ERB 277
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WOODSHIRE PHASE ONE PB 2001, PG 1298
q OG I I
IERB ERB
MC 2690' BEND - - - -
I
2 024.7 I MH-1 /
♦ _ 5/8"
ERB ,„ - - = ± 2+29.01 6.00 L
-- - -- --�� - -�G C= --- -- DI-49 RIM 361.51 \ 7
+ INV OUT 353.75 (MH-2)- .�- ?Opx233
8"X6" REDUCER-1 N�' 3g03
DUNBAR DRIVE - SR 2241
50' R/W (PUBLIC)
-- -- -- -- �� -- -- -- -- -- --- -- -- -- -- ---
\ w
J I I
523
\ 2+24.7iTpp3x 4S �.
-0+25 0+00 1+00 \ 2+ • 1 v �� 33sp4�
17831 4,
I
522
521
35a �' i 352 0
/- \
520 / / 519
i
PAD 358.05 PAD 355.90 4h
517
516
5+16.32 6+36.32 16+56.32 / 7+76.32 7+96.32 9+16.32
'
353.63 SD
EASEMENT TOP: 359.36
'�-MH-2 INV: 354.36
6.00 L-.. �
TOP: 358.91
INV: 353A1
TOP:
5' UTILITY EASEMENT INV:
355.52
350.52
TOP:
INV:
354.72
349.72
TOP: 351.22
MH-3 INV: 346.22
TOP: 350.42
INV: 345.42
TOP: 346.93
INV: 341.93
RC
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- - - -
- ._.
3PVCFZ;��R+07.84
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90° BEND 353.39 SS
- .
IM 359.43 - .. - .. - .
INV IN 351.65 (MH-1)
-.. - .. _.. - ..
-
_..
�-..-.
- . - . 04
+- - -
- o
._.._15's
7+62.32 6.00 L-.. - ..
RIM 351.10
CI 15077
#
® � 1 /2"
1 /2' �
�I
� �
2+24.7 ' � � � /
INV OUT 351.55 (MH-3) CI-4
CI-6
I
INV IN 343.35 (MH-2)
INV OUT 343.25 (MH-4)
CI-8
TC 368.28
INV IN 364.88
/ ERB
ERB
FES-50
r 2+85 72
Op'
353.55 LF @ 2.32% 8" SDR 35 PVC
390.00 LF @ 3.18% 8" SDR 35 PVC
• SS
INV OUT 364.71
CI #15001
TC 367.78
0
Nv 35B 1 3+p8 / CI-3
5.7jiTOp 43
Nt. 360.
4+p 0
_
SS
I- HARBORWOOD STREET
-/I
S
6+00
I-
S
-
S SS
0 7a
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•
SS
8+00
SS
9+00
1/2" INV IN 364.55
II
+�
3SS441
50' R/W (PUBLIC & UTILITY ACCESS)/
' 8"X8" TEE�
8" GV
LEGEND:
ERB
INV OUT 364.49
/ \ W8
-
_7+038
7+22.6 /
CI-9
PK O PK-PK NAIL
I
III
I
/
350.23
W862
/ 0+117.5
343.28
341.41
3 W88
EIP
I
--
352.46
W8 CI-5
352.36 /
W8
1 �
W8
W8
00 EIP-EXISTING IRON PIPE
EIS O EIS -EXISTING IRON STAKE
ENL
i--�
f 154 ;
f
I
PAD 363.30
/
- -
4+27.56
TOP: 359.75
4+46.32
TOP: 359.66'
T
/
♦
FH
0+30.9
- -
7+86.32
TOP: 350.79
8+56.32
STOP: 348.64
8+76.32
TOP: 348.03 1
5+66.32
TOP: 357.54
5+86.32
TOP: 356.92
O ENL-EXISTING NAIL
ERGO ERB-EXISTING REBAR )
N/F - NOW OR FORMERLY
R/W = RIGHT OF WAY
PVC POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE I 454
CI - CURB INLET
PROPERTY LINE 1/2"
ADJACENT PROPERTY LINE ERB
RIGHT-OF-WAY I T+
ss SANITARY SEWER LINE D 1 I
NV: 354.75 INV: 354.66 / NV: 352.54 INV: 351.92 I INV: 345.79 INV: 343.64 INV: 343.03 1 K
I 8" GV \l D
' 0+36.2
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353 Q a
I 0 3 /
I I Of I /
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1
1
"PROPOSED 22.5' BEND / 1
/ 1 2 // // / tJJ 2 B 0 O
/ERB ', ' . // / / 0+50.0 1+50.69 1+70.69 2+40.69 DRAINAGE + DRAINAGEIIIII /
--� \ TOP: 353.91 TOP: 353.41 TOP: 351.66 M 4+40.69 4+60.69 5+80.69
PROPOSED PLUG 'JB-56 / \ INV: 348.91 INV: 348.41 INV: 346.66 EASEMENT~ / ♦ EASEMENT
01 PROPOSED REDUCER / _ / _ _ _ 3+34. - - T - - - - - - - - = -
` �151, INV \ / 34s.s4 .. ..-..-.....-.. _
` TOP: 341.31 TOP: 339.81
5' UTILITY EASEMENT 3+34.69 6.00 L INV: 336.31 INV: 334.81 INV 328.19
357.03 / 350.04 - - - - - -
/ I 7.9
INV IN4339.00 (MH-11), CI-27
\ ' 295.45 LF @ 3.13% 8" SDR 35 PVC INV OUT 338.90 (MH-13) 333.32 332.20 .390.00 LF C� 5.60% 8" SDR 35 PVC
o+oo $o -CI-22 SS cc cg1Cl-23 +oo • 8" cv, ' 4+00 . / ,S+�o SS
_ I� - - WOODPINE WAY 1 2" GV 3+47.5- - - -
4 D S /T ♦♦ / \ I 0+39123 6.00 L ' 50' R/W (PUBLIC & UTILITY ACCESS) I CI-24 3+43.2 g" GV i ' 22.5' BEND
RIM 356.27 3 .28 345.82 341.22 3+73.0 331.76 5+46.0
o \ / INV IN 349.00 (LOT 484) -
♦ ; A INV OUT 348.25 (MH-12) 342.32'
r _ _ _ _ _ _ _ _ _ _ _ ro 8"X8" TEE,
♦ DI-52 - - - - - - 5' UTILITY EASEMENT y 3+58.2 ��
y . �.._.. _.. _.. _.. _ _.. _.. _.._ .. _-- .. .t8"
.. �.. r _ .. �_ i
5/8" 3+57.5 �/ / - - - 22.5' BEND
/ ERB _ 1+75.69 1+95.69 3+15.69 3+37.69 " / / 4+55.69 4+75.69 G-�
\ 150 1 / -TOP: 353.56 TOP: 352.79 I TOP: 349.44 TOP: 348.09 PLUG &TAP 2" / TOP: 339.26 TOP: 337.83 5+62.9
N) �� ♦ ♦`-�/ INV: 348.56 INV: 347.79 I INV: 344�44 INV: 343.09 3+51.2 I / / INV: 333.26 INV: 332.33 i��
Gam\/oNoa3� ♦ / / � �� �-_���/ I /
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Cj4.1 C4.2 CI #8609 ♦ WOODSHIRE PHASE FOUR ��) DI-5
HOOD 361.39 ♦ PB 2006, PG 31 INV � IN,INV OUT 357.62
\ / 351.34 / \
SHEET KEY \
♦ IN,
I I I
I I
I � I
J I I
� I I
I I M
FH
CI-25 2+90.0 CI-26
*POSSIBLE
I *POSSIBLE / GRINDER
' GRINDER / PUMP LOT /
' I PUMP LOT
1
489
\
I � ,i
/ ♦♦ �149;
II I I 1
GRAPHIC SCALE �Q 1CO
/2"
o/�' 352-�/ / i III \ I\ I I I I co I I I I I I I I► 1
40 20 40 80 160 ♦\ ` � ERB
Know what's below. \
/
Call before Y 9 you dig. / �- �� JB-54
\( IN FEET ) / � 148
1 inch = 40 ft. CA I I I I I I I I I I I I I I I I I j 1
\♦� / \ FES-55
_/5/8„/ / , 1 /2"
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4✓949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED ;
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, IN 28306
office 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
IIDAR9
4 SEA '
• 0274
� .• G ► NE •.����
iIt • ......•
CC)
OH%-22
REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 7
DETAILED
UTILITY PLAN
PIN4 0506-75-8231.000
0506-88-4099.000
CLIENT
1041 B Robeson Street
Fayetteville, North Carolina 28305
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1070
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE RELEASED
JANUARY 17, 2022
SHEET NUMBER