NCC216580_Site Plan or Location Map_20211202

SITE DRAINAGE DATA
TOTAL IMPERVIOUS AREA
0.9600
TOTAL DRAINAGE AREA
2.7100
wav
785 CF
OWNER:
CEDAR RUN CAPITAL, LLC
2405-F NASH STREET
WILSON, NC 27896
GENERAL CONTRACTOR:
STOCKS AND TAYLOR CONSTRUCTION, INC.
1825 CAROLINA AVENUE
WASHINGTON, NC 27889
GENERAL SITE AND BUILDING INFORMATION:
BUILDING USE: COMMERCIAL - RETAIL
BUILDING SIZE: 10,500 SF
MAX BUILDING HEIGHT: 35 FT
TOTAL LOT SIZE = (2.71 AC)
PARCEL NO. 4-0036-0088F
ZONING INFORMATION:
ZONING CH - HCO
BUILDING MINIMUM BUILDING SETBACKS (UNLESS NOTED)
FRONT: 75'
SIDE: 10'
REAR: 30'
BUFFER YARD = BASED ON HCO
FRONT - 50' TO PARKING
SIDE - 25' TO NON RESIDENTIAL USE
UTI LITI ES:
WATER SERVICE: PERQUIMANS COUNTY WATER
SANITARY SEWER SERVICE: ONSITE SEPTIC SYSTEM
ELECTRIC SERVICE:
NATURAL GAS SERVICE: NA
PARKING REQUIREMENTS:
PARKING SPACE SIZE: 9'x18'
PARKING SPACES REQUIRED: 1 SPACE / 400SF = 27
TOTAL PROVIDED PARKING: 33 SPACES
ALL NEW SERVICES AND FACILITIES SHALL MEET ALL NC BUILDING CODE REQUIREMENTS.
ALL EXISTING UTILITIES ARE SHOWN BASED ON FIELD EVIDENCE.
PRIOR TO ANY DIGGING NC ONE CALL SHALL BE CALLED AND CONFIRM LOCATION AND SIZE
OF ALL EXISTING UTILITIES.
TEMP. DIVERSION SWALE
TEMP. CHECK. DAM
166.92 X
SPOT ELEVATION
SILT FENCE
----------------
LIMITS OF DISTURBANCE
0 o
CONSTRUCTION ENTRANCE
0
TSW = TOP
OF SIDEWALK
TA = TOP
OF ASPHALT
TC = TOP
OF CONCRETE
NEW STABILIZATION TIMEFRAMES
14.72
EP'L
`14.74/ j\
67
>1 / _4 'v
�9.82 /
�11.62
TEMP.
CHECK
DAM
-11.54
Site Area Description
Stabilization
Timeframe Exceptions
OPerimeter dikes, swales, ditches and slopes
7 days
None
High Quality Water (HOW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are not
steeper than 2:1, 14 days are allowed-
d Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
t::=- All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
North Carolina
One -Call Center
Know what's below.
Call before you dig.
SEEDING PLAN
1. TEMPORARY SEEDING
PLANING DATES
DEC. 1 - APR. 15
APR. 15 - AUG. 15
AUG. 15 - DEC. 1
LIME
FERTILIZER
MULCH
2. PERMANENT SEEDING
GRASS TYPE
RYE (GRAIN)
KOBE LESPEDEZA
GERMAN MILLET
RYE (GRAIN)
10-10-10
STRAW
PLANING DATES
GRASS TYPE
SEPT. 1 - OCT.
3 TALL FESCUE
KOBE LESPEDEZA
RYE (GRAIN)
LIME
FERTILIZER
10-10-10
MULCH
STRAW
TACK RATE = 11
GAL / 1000 SF
POUNDS/ACRE
120
50
40
120
3,000
800
4,000
POUNDS/ACRE
200
50
25
4,000
1,000
4,000
i
0
n
CrJDzz
o �
C
CB
WITH INLET
PROTECTION
RIM 13A
IINV OUT =10.0
010 = 2,30 CFS
JB 1
WITH INLET
PROTECTION
RIM 13.0
INV OUT =9.5
(12.63
.47
12.66 2.7 12.64 4 3.32
12.79
-�O MEE1
ENIRAN4cf_ 6 72 t"F
,,cW DR1VE�w�nARDs W IL T Q13.15
usNl�hW�� - � \
nv \ 13.
IGHW �'
H 13.83
.44
1 Q .84 4, 13.75
1 II
Av �0►1'I�EN� J \ 13.f
t ■ O� ■w F� 1 �� �'1�+ e 5 .35 14.35
165 / � 4.451
)14.716 1. 6 13.57� 14.39
EP" /
14.
14.45 \
� LIMI IS Ur �� ' pF ,) I � � , ,
To FOLLOW PBOERTY UN WH I TEH E AD
Tl�-
PLAN D 4-006 g0088FScaI ZONE HC-RA
CONFIDENTIALITY STATEMENT,
THIS DRAWING IS THE PROPERTY OF INNER BANKS ENGINEERING SERVICES,PC, THIS INFORMATION IS CONFIDENTIAL AND IS TO BE USED ONLY IN CONNECTION WITH WORK DESCRIBED BY INNER BANKS ENGINEERING, PC NO
PART IS TO BE DISCLOSED TO OTHERS WITHOUT EXPRESS WRITTEN PERMISSION FROM INNER BANKS ENGINEERING, PC
_fi I F 1R" HnPF PIPFI F 1R" HnPF PIPF
INV OUT= 7.1
SEE DETAIL FOR OCS
DETAILS
13.16
\ MAONAIL SET Z 18
_�-13.76 NOW
"o,Eoo�
13 EL. 0071'NNVE'BB
14.26_-,�
I
13. 14.3��
I
� I
CONIC CONCRETE
ELEV ELEVATION
EIP
EXISTING IRON PIPE
ER
EXISTING IRON ROD
EIA
EXISTING AXLE
ECM
EXISTING CONIC MONUMENT
EP
EDGE OF PAVEMENT
EPK
EXISTING PARKER KALON NAIL
EMGN
EXISTING MAG NAIL
ERRS
EXISTING RAILROAD SPIKE
FFE
FINISHED FLOOR ELEVATION
FO
FIBER OPTIC
INV
INVERT
LP
LIGHT POLE
MBL
MINIMUM BUILDING LINE
NIPS
NO POINT SET
NITS
NOT TO SCALE
OHE
OVERHEAD POWER
PP
POWER POLE
RCP
REINFORCED CONCRETE PIPE
R/W
RIGHT OF WAY
SIR
SET 5/8" REBAR
SRRS
SET RAILROAD SPIKE
SSMH
SANITARY SEWER MANHOLE
SF
SQUARE FEET
TC
TOP OF CONCRETE
TELE
TELEPHONE PEDESTAL
WM
WATER METER
WV
WATER VALVE
SURVEYED LINE
ADJACENT PROPERTY LINE
- - - -
TIE LINE
DITCH
13.24�V���i'
12��j��� • \ 13.02
.10
2.16
12 05
GRAY
11.' 60,
g GRAV�
1�305
10.86 \
GRAV-\-11.20
I Ti
NOTE:
CONTACT LAND QUALITY SECTION AT 252-946-6481 BEFORE ANY WORK BEGINS ON THE PROJECT IN THE
CONSTRUCTION SEQUENCE.
TOTAL DISTURBED AREA 3.36 AC
SELF INSPECTION IS REQUIRED AS LISTED - INSPECTION FORM
CAN BE OBTAINED AT FOLLOWING WEBSITE:
HTTP://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES/
EROSION-SEDIMENT-CONTROL/FORMS
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGEL THAT CAN BE RETAINED
BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT ,
SLOPES LEFT EXPOSED WILL WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING BE
PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY GROUND COVER, DEVISES OR STRUCTURES SUFFICIENT TO
RESTRAIN EROSION. PERMANENT GROUND COVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15
WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS WHICH EVER IS SHORTER FOLLOWING COMPLETION OF
CONSTRUCTION.
11A0
TA \ �12.27
o° 1 GRAV
\ �'GRAV
0 11_l
E<
"u.206-
\
- TEMPORARY SKIMMER BASIN
VOLUME REQD. = 4878 CIF
VOLUME PROVIDED = 7434 CIF
SURFACE AREA REQD. = 2275 SF
SURFACE AREA PROVIDED = 2853 SF
DEPTH = 3'
DA = 2.71 AC SKIMMER SIZE - 2"
U Q 10 = 8.0 CFS ORIFICE - 1.25"
OVERFLOW WEIR
z L = 10'
'� W= 0. 5'
INSTALL COIR JUTE BAFFLES EVERY
25' TO DIVIDE AREA INTO 25% ZONES
3'x3' C.S.
TOP OF GRATE 10.8
1 HDPE INV OUT 7.5
I
I
2
. I
I � I
%66
I �-J
I1010.82
I
REMOVE EXISTING 18" CPP
AND GRADE DITCH TO DRAIN
TIE IN NEW OUTLET PIPE TO DITCH
FES 3
CLASS B RIP RAP
OUTLET
WITH FILTER FABRIC
L=10'
W= 5'
D= 18"
Q10=12.26cfs
V10=6.94 fps
INV OUT =7.1
6" 2' MIN.
MIN.
CARRY RIP RAP UP BANK
, J0 000 oQ V FREEBOARD
pM�oO p�L (MIN.)
ooQoOo
NO. 5 WASHED STONE
Q OQUO O,
>• `SO o o �BO� I DEPTH OF
FLOW
OOo0gOO O�4 DITCH
�00_C.�no�Or
°°0`
O
NATURAL GRADE\
II I -1 II II
CLASS B RIP RAP
6" MIN.
WITH FILTER FABRIC
_ VARIES
1 /2"
2"
8"
2 Check Dam Detail
Scale: Not To Scale:
24"
24 CURB & GUTTER
(STANDARD FACE)
(N.T.S.)
SLOPE
2°/
.7HICKEVED EDGE WALK
0 p
p p
7_77-
o
o
o 1
-
6"
1�=
U&2)CAICK]ENED EDGE WALK DETAIL
NOT TO SCALE
30' 15' 0' 30'
Graphic Scale: 1"=30'-O"
P g
ENCENE�FRING
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SS
GRADING
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Pile No. 21015
Scale: 1
Sheet No.
C-02
LICENSE NO. C-4111
INNER BANKS ENGINEERING, PC
P. 0. BOX 154
Washington, NC 27889
252-945-2983
M U PEEDI N@I BXENGI N EERI NG.COM