SW6210905_Plansheet - Grading/Drainage Plan_20210927

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C�TGHWNY277WN PUBLIC R/W
_ S87°22'34"W 'S5 W _ 174.71' I
\ 54' g g
N14°48'17"E
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CD
Cf)o r
Iw o/ CIRCLE KNSJ
STORES INC I I L I
/ � / / / C` PIN: 9587-66-2038 I
w I / DB:3448, PAGE: 0642
v(w / EXISTING ZONING:COMMERCIAL
o U w
N/F WI Q \ USE:GAS STATION
CIRCLE K STORES INC o CA11� o
PIN: 9587-56-8017 00 � ' I N
DB:3448, PAGE: 0642 �, r
EXISTING ZONING:COMMERCIAL m Q N/F N
USE:CAR WASH L l I CHAMPION COURT RENTAL LLC o
PIN: 9587-65-0971 I
DB:3918, PAGE: 0407 m
/ EXISTING ZONING:COMMERCIAL -
�/ AREA: 6.72 AC.
N/F I / I I I
C 0.
WORNOM AND PERKINS f I I I / I I O�I -
PIN: 9587-22-0860 I
DB:3319, PAGE: 0515 I I w 4 I
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EXISTING ZONING: COMMERCIAL o N CA
USE: NONE J N 00I I ' / w I - II
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S03°27'20"E �
7.10' II C4
I20' SEWER UTILITY EASEMENT SS MANHOLE
SEE PB 2007 PG 15 _ ��,�WM
RIM: 270.95'
185 II �
�� C JIIIIIIII - ENV: 262.67'
S 85'3910"-� _ _ S 84'59 -1-
_-21�/----0C. _-s
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ss-----ss-
/ _ o l - ----- - �� 80.45'--Ess--ss�--- -
VELOCITY RIP -RAP _ _ _ _ 3 (� I __ s L__ -ss" N 6°18'57' E r ss _--ss-_ N/F
DISSIPATOR PAD _� - L- - - ~ rL / _ / -�� ss---�ss- �- �2�� NATIONAL RETAIL PROPERTIES LP
12'X4.5'18"D - - - �j // /ul„ SILT FENCE TYP �� PIN: 9587-65-4990
2Fj (TYP) SILT FENCE OUTLET (TYP) Jl I DB:2985, PAGE: 0854
CLASS B _�_ i PINTS Lu / EXISTING ZONING:COMMERCIAL
o) USE:RETAIL
FES #1 \ 270 15' TYPE D BUFFER
+- _ �� °11��
-15" RCP 275 \ _275 ICE HOUSE of o/
z
265 / /� /� / N I
II
20 WIDE I 1
EMERGENCY \ \ / � I l
SPILLWAY II / _ INLET PROTECTION (TYP) / \ 0
00
0o I HP 273.4 I 1 YI 6 HP 274.7 I YI#10 HP 275.6 I v
ui I \ i \ I I YI #13 (0 YI #16
I I I I\ Z
LIMITS OF DISTURBANCE � ^ YIIIII#14B
II I I I I I I ��� N �
m I I I I II I I I \ 5 ^ \ �� / / IV I I I N/F
(V ^ I j I ^^-278 I^ HAMILTON JOANN L
N J CV, N ry PIN: 9587-65-5715
DB:2398, PAGE: 0103
I I \ \ Cv / EXISTING ZONING:RA-2OR
I I /_ X _► X ► a_ 4 PVC PIPE Ca 1% I
LITTORAL I I I I HP 273.4 / \\ HP 274.7 I HP 275.E I /
SHELF \�� \ I `� I ;n I
I I POSED
BUILDING 1 \ \ BUILDING FUTURE FUTURE ir/ FUTURE/ BUILDING PROPOSEDPB ILDING 2 I
/ I I BUILDING
NORMAL � 260 / I J I \ � \ \ � \ I FFE 276.5 � FFE 277.5 � O
WATER I I \ \ N�� \ / / N �O -
ELEV. 264.50
260 I / I YI #5 I I ( \ \ YI #9 I I YI #12 / YI #15 / G`
o I / I I / / W
FOREBAY I I �' / I \ S ._
ELEV. 264.50
VELOCITY RIP -RAP l \'
DISSIPATOR PAD ,O I / / I �i---r �C � r / D�
I\ % �X /n / Ex 6
cV 0 , 'R/W12'X4.5'18"D HP 274.7J
CD
0- HP 275.6 CLASS B /HP 273.4 v 14A
N/F0- Ld YI#FES#2
II I
LL r- / HAMILTON GLENN PAUL &
00 o HAMILTON JOANN L
II \ N % /I r° o I I PIN: 9587-65-7688
I � / / - o / DB:3618, PAGE: 0852
I I YI#4/ �. _ �L- / YI#8 _ _ j / a 0 - I EXISTING ZONING:RA-20R
24" RCP_ - -
JB#3 r
24" RCP /
/
xmw�wr�r
S89'18'16"E
N/F
MCKOY EVELYN CAMERON
PIN: 9587-55-6209
DB:833, PAGE: 0313
EXISTING ZONING: RA-20R
15' TYPE D
24" RCP / Y/ 18" RCP
/ I #11
Niiiiiiiiiiiiiiiiii iiiiiiiiiiiliiiiiimiijg'±iiiiiiillilI r uuuuuuuu�
583.30
LIMITS OF DISTURBANCE
TREE PROTECTION FENCE (TYP)
YI #14
4 PVC PIPE 0 1 %
INV:
281.97'
IN
2E
LINE LEGEND
-- W --
--ss --
-- -OHP- - -
SF
GENERAL NOTES
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE
WITH HARNETT COUNTY AND THE STATE OF NORTH CAROLINA STANDARDS AND
SPECIFICATIONS.
2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (811) LOCATE ALL
EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING
UTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS
PRIOR TO BEGINNING CONSTRUCTION.
4. BOUNDARY AND SURVEY INFORMATION IS TAKEN FROM A SURVEY BY CAROLINA
CORNERSTONE SURVEYING, INC. DATED DECEMBER 16, 2020. ADDITIONAL SITE
INFORMATION TAKEN FROM HARNETT COUNTY GIS.
5. ALL CONSTRUCTION SHALL CONFORM TO A.D.A. STANDARDS.
STRUCTURE TABLE
STRUCTURE NAME:
DETAILS:
Rim
= 275.85
YI#14
INV IN =
268.19, 18"
RCP
INV OUT =
268,19, 18"
RCP
Rim
= 275.81
YI#15
INV IN =
269.22, 15"
RCP
INV OUT =
268.97, 18"
RCP
YI#16
Rim
= 275.81
INV OUT =
270.47, 15"
RCP
Rim
= 274.50
YI#11
INV IN =
267.26, 18"
RCP
INV IN =
267.26, 18"
RCP
INV OUT =
266.76, 24"
RCP
YI#13
Rim
= 274.31
INV OUT =
269.43, 15"
RCP
Rim
= 274.31
YI#12
INV IN =
267.88, 15"
RCP
INV OUT =
267.63, 18"
RCP
CI#17
Rim
= 273.59
INV OUT =
269.20, 15"
RCP
Rim
= 273.36
YI#8
INV IN =
265.95, 24"
RCP
INV IN =
266.70, 15"
RCP
INV OUT =
265.95, 24"
RCP
YI#10
Rim
= 273.32
INV OUT =
268.44, 15"
RCP
Rim
= 273.31
YI#9
INV IN =
267.34, 15"
RCP
INV OUT =
267.34, 15"
RCP
Rim
= 272.51
YI#4
INV IN =
264.77, 24"
RCP
INV IN =
265.12, 18"
RCP
INV OUT =
264.77, 24"
RCP
Rim
= 272.31
YI#5
INV IN =
266.03', 15"
RCP
INV OUT =
265.78', 18"
RCP
Rim
= 272.31
YI#6
INV IN =
266.80, 15"
RCP
INV OUT =
266.80, 15"
RCP
Rim
= 271.98
JB#3
INV IN =
263.72, 24"
RCP
INV OUT =
263.72, 24"
RCP
Rim
= 271.63
CI#7
INV IN =
267.39, 15"
RCP
INV OUT =
267.39, 15"
RCP
FES#2
Rim
= 265.75
INV IN =
263.00, 24"
RCP
PROPERTY BOUNDARY
EX. INTERIOR/ADJ LOT LINE
ACCESS EASEMENT
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING UNDERGROUND POWER
EXISTING TOPO MAJOR
EXISTING TOPO MINOR
PROPOSED CONTOUR MAJOR
PROPOSED CONTOUR MINOR
LIMITS OF DISTURBANCE
SILT FENCE
PROPOSED STORM SEWER
DISTURBED AREA:
5.00 AC 217,994 SF.
NORTH
GRADING &
DRAINAGE PLAN
SCALE: 1 " = 40 ' (DRAWING SCALED FOR 24x36 INCH PLOTS)
GRO�A
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5 353 g n
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FNC ENGINEERING
ICENSE NO. P-0803
p� SEAL
34881
FOR REVIEW
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BY rawn SVO
Checked
By SRN
DATE:
30 JUN 2021
REVISED:
1L16 SEP 2021
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PLANS
GRADING
& DRAINAGE
PLAN
a
a
Job Code HCSS 1
in