SW6191001_Plan (Site)_20200928

Yard Storage Inc.
Project ID: SW6191001.
1570 Wade Stephenson Rd
Holly Springs, NC 27540
r
.J
N.C. GRID COORDINATES, NAD 83
N=661732.352
E=2031602.667
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1�RCP CULVERT
Engineer Firm
Castle Keep
2� 22 Long Ridge Ct
Willow Springs, NC 27592
91.9-796-8561
30' 15' 0 30' 60'
P
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Y> I IN 1 Y , N N I
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SCALE: 1" = 30'
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PRO OSE �IPRAP� PAD �_ a
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POSED F21 ���� .A� ()I NIIN((,,)11�` M
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�o PPOPOSEDy
I F P PO D GATE l I
E� CONC. DRIVE � � � � �
PROPOSED 0 0�F �'9��� C�HA�N �I1K FENCE y
„ 42
/ E 418.55 �� ����
P 421.44 GRAVEL. REA & D S
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FS ����iv
CHAIN LINK FEhtG��� ' �� FS � -��,
F GVEL MINI UM S
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SITE ARE o
h
i e P I 2 RES
° / 0 RO A
L
NNE� 1 4 INSTALL GAVEL \YERM�
GRAVEL AREA &DRIVES �FG �'�� < ROUND THE BOTTOM OF
a,
w' A
c� 6 GRAVEL MINIMUM PROPOSED G VEL q dg 12. 0
'Cap
��, PERFORATE PIPE
/ °
9.40
420 PARKI LOT /FG 16 ,PER'FORATEa
\FG D `RIPE
,,FG � 16" �PVC Pi E
II
r 419 DRAINAGE AREA #1 L=33:50'
'36" ING AREA =
1 65 ACRES ��� �� �� 6"
'DEEP GRAVEL �
� $ FG 418.25 ���� � 416.90 � � ' �
STO
Ir
GRAVEL A\REA & S FG FG 413.
SU FACE
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L DRAINAGE AREA OUN
I 6" GRAVE MINIMUM 418 Gy" 3' 1 i ��6
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1
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GR AREA & PRIV S.. Apt
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�,�p� 1 o �p '�• DRAINAGE
.AREA 2
416.83 0 0 GRAVEL MINIM / 2 #
-< o o
417 FG / - b:043�ACRES
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CHANNEL C-2 / BOTT ,� OF FOREB Y i �.
- IRIPRAP PAD
I 416.19 20 X 350 PARKING AREA EL./40 .00 ,
FG 416
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PROPOSED ,�';,
F R <.',° 13.15_... 10 WIDE _ _ 16 PERFORATED PIPE 6 OBSE VATI N & i Lam, ,:`
15 TYPE A E_..._._..__._.... _... _..�€� �W . _ - - - CHAIN LINK FENCE FG _... _.. ..._...(�� r- _
_ S 22°10'24'W 332.46 i vS ,v21,°48 02 ;W 304.89 IN 1 V. EL. 399.3
16 PVC 0 TFLOW�PIP
� � O�INV. �L. 39 .36 �
LIMIT OF DISTURBA -- OUTLINE EASEMENT ACCES �. Bd. L=74.40 /
NCE � � ��'"�� �� � �TTOM 0E STORAGE �
/ , P P P P- P P- ..P .,..� P P P- P P ..P P P- P P P P P P P- P P P P P P P P P ....
INV. EL. 398.62 /
�� � -�- P- P- P- P- P- P P- P- P- P- P P- P- P P- P- P- P- P P P P P P- P- P P P P P P
SAND FILTER LAYER i
COURSE
BEARING
DISTANCE
L1
N
68°54 52
W
52.27
L2
N
70'19 08
W
58.70
L3
N
33°09 38
W
20.21
L4
N
03°59 52
E
57.48
L5
N
03°09 59
E
51.58
L6
N
00°00 36
W
52.19
L7
N
03°21 45
W
49.96
L8
N
07*39*4T
W
49.69
L9
N
13°07 41
W
45.88
fi
NAVN v �,I, I(� if W NN O. )vv
N 0.
F g _ I �Y J, : NMI I (,VC
(,£;'�
/0N N:,. IyA �U � /O� N(,: Uy
PH N I Nil N I /VN PRI N I Hild RI N I/\._
420
415
410
405
400
395
390
385
- STAND PIPE EX. GROUND "" "
- - % WATERRSSUURFACE
EL. 407.00 EL. 406.00
FOREBIAY
Mommmaill
16" PERFORATED PIPE
6" OBSERVATION
& OVERFLOW PIPE
EL. 407.00
OVERFLOW
EL. 406.25
)
\-- 6 DEEP GRAVEL/STONE LAYER
TOP EL. 402.50
SAND FILTER MEDIA, 12" MIN. DEPTH
(ASTM C-33 SAND OR EQUIVALENT)
OUTFLOW PIPE
EL. 402.00
/,N i N(;NY
N :�/III
C,I I
I 1A I N
ICIA
/; NING
U', ,IX
N I
: RI `M)I N lAl
420
415
20' 10' 0 20' 40'
410
405 SCALE: 1" = 20' (H)
400 10' 5' 0 10' 20'
395
SCALE: 1" = 10' (V)
390
385
/()NIN(;. N/\,
I'RI `,1 U(Id . \AHI N
PERMANENT GROUNDCOVER PROVISION:
1. PERMANENT GROUNDCOVER WILL BE PROVIDED FOR ALL
DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN
90 CALENDAR DAYS (WHICHEVER IS SHORTER).
2. ENTIRE SITE WILL BE COVERED WITH GRAVEL EXCEPT FOR THE
BASIN AREA. SEEDING IS REQUIRED ON THE BASIN SIDE SLOPES.
NOTE:
HARNETT COUNTY DOES NOT SHOW PROPERTY TO BE WETLANDS.
('1-') BASIN SECTION
JSCALE: HOR. 1" = 20'
VER. 1" = 10'