SW6220201_Plansheet - Grading_Drainage Plan_20220510 (15)

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\
300
295
285
280
275
270
265
BENNINGTON
501 R/W (PUBLIC STREET)
ROADWAY PROFILE 10+50 TO 13+50
I �
J M
N U
\ �2
HIGH POINT ELEV = 281.50
\
HIGH POINT STA = 11+54.87
6 00
\
PVI STA = 12+12.26
+n04
PVI ELEV = 278.63
\ o��
A.D. _ -5.74%
\ MQNO
K = 20.00
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115' VC
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ro N-
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26.50 LF ® 0.75% 15" RCPOf
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0
\
,6
010+76.3
278.82
3.05'
\
r7
10+96.3
\
^
277.8004
W 0
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260
00
N 00
N
11 +00
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M
±X +O� 00
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N
95.00 LF ® 0.53% 8"
SDR 35 PVC
12+16.3
271.71
300
295
290
285
315
310
305
300
THORNICLIFF
501 R/W (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO 5+00
s
Z�
NG GRIO NAD 83 (201 1) C
SNO\
ct
O N ,
315
310
300
_ u' _� 20LF DIJ I N ~ N
N (0NN 6' CENTERED 15.36' > Ni
m a+, 000z =o i UNDER STORM 1 + x +
o co (6280 295 - Z> Z> � `� 1 � � � � 295
O)N UNF-- - /
No �NNO oll ��� /�i� 26%8„ SDR 35PVC
�Z �N�?� ��o / 23607 �F uric
�- ILn co O o u� / 26.50 LF ® 0.75% 15" RCP N
_ �= N U)U"i / Q00
CI) _ 00 00 N 2+00.1 pr1
N U ' N N N 290.30
ri -11 J ° �0)000zzO�� 1
O n 275 290 o m i- = a `�> > > 2.421 290
FO ooil)(Nr,♦JZZZ
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1+66.3(0N LON� 1+83.7
NN � Z =288.57 289.25
of ^O
U,.?? ovi cTe - n�nn jazz % F
2+363
2+36.
.\ i
\ �$ PVI STA = 12+
\ ELEV = 269.60
36" MINIMUM COVER
26.50 LF ® 1.09% 15" R
0 SEWER LATERAL CROSSING WATER
0 SEWER LATERAL CROSSING STORM
- EXISTING GRADE
I
- FINISHED GRADE
r1 �
r
n C
r
N N
12+00
N
13+00
270
265
260
285
280
275
280
275
0+00 1 +00 2+00 3+00 4+00 5+00
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number C-2354
www.4Dsitesotutions.com
'IICARO,�1/''
i O` JJ Orj ��,••�L
• 4� •.
SEI"P
02
•• G I••
U3-30-22
REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 8
BENNINGTON &
THORNCLIFF
PROFILES
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'
VERTICAL: 1 "=4'
DATE RELEASED
MARCH 30, 2022
SHEET NUMBER
C-503