NCC221566_Site Plan or Location Map_20220421

SITE DATA
GRADING
TOTAL AREA IN TRACT:
18.41 ACRE
PITT COUNTY PARCEL NO.:
12770
TAX MAP NO.:
4656267817
CURRENT ZONING:
RR
TOTAL DISTURBED AREA:
1.36 AC
REQUIRED PARKING:
75 SPACES
(1 SPACE/4 SEATS 300 SEATS)
EXISTING PARKING SPACES:
0 SPACES
PROPOSED NEW PARKING SPACES:
84 SPACES
REQUIRED HC PARKING:
3 SPACES
PROPOSED HANDICAP PARKING:
4 SPACES
MAXIMUM BUILDING HEIGHT:
60 FT
BUILDING HEIGHT:
FT
SETBACKS:
FRONT 40 FT
REAR 10 FT
SIDE 1 OFT
BUFFER YARDS:
BUFFER YARD 70'
NOTE:
ALL DEWATERING OPERATIONS SHALL BE FILTERED BEFORE
DRAINING OFFSITE AND A 10 DAY NOTICE SHALL BE GIVEN
PRIOR TO START OF PUMPING PER THE UPDATED NCG01
PERMIT
STREETS WILL BE SWEPT AS NEEDED BUT A MINIMUM OF
ONCE A WEEK WHILE THE SITE IS ACTIVE
ALL STOCK PILES ARE TO REMAIN 50' AWAY FROM ALL
DRAINAGE INLETS AND SURFACE WATERS
NOTE:
STORMWATER DATA
TOTAL DRAINAGE AREA — 18.41 AC
TOTAL OFFSITE DRAINAGE — 0.0 AC
IC11��T.�ICIlIL�P.IIII17.9�I��I� [Il
PRE DEV. RUNOFF Q10 = 42.43 CFS
POST DEV RUN OFF Q 10 = 42.69 CFS
NITROGEN AND PHOSPHORUS LEVELS ARE WITHIN THE
REQUIRED LIMITS AND THEREFORE NO SCM IS NEEDED FOR
WATER QUALITY.
POST DEVELOPMENT 1 YR 24 HR EVENT SHALL BE DETAINED
AND RELEASED AT PRE DEVELOPMENT FLOWS
Q (PRE SITE ONLY ) = CFS
Q (PST SITE ONLY ) = CFS
REDUCTION IN OVERALL FLOW FROM THE SITE SO NO
DETENTION IS REQUIRED.
2" SURFACE COURSE
8" ABC STONE
e ae
TYPICAL PAVEMENT SECTION COMPACTED SUBGRADE
1 Scale: Not To Scale:
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.
TEMP. DIVERSION SWALE
TEMP. CHECK. DAM
166.92 X
SPOT ELEVATION
SILT FENCE
LOD
LIMITS OF DISTURBANCE
0 o
CONSTRUCTION ENTRANCE
0
TSW = TOP
OF SIDEWALK
TA = TOP
OF ASPHALT
TC = TOP
OF CONCRETE
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
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
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IN
06 CF
9 CF
69 SF
SF
i= 2'
1.5"
1.0"
V WEIR
= 10,
N= 0. 5'
EVERY
ZONES
LINE
BASIN
ION IS
PLETE.
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File No. 21029
Scale: 1 "= 20'
Sheet No.
C-03
CENSE NO. C-4111
INNER BANKS ENGINEERING, PC
-.- 0 BOX 154
b Wasgton, NC 27889
252-945-2983
M U PEEDI N@1 BXENGI N EERI NG.COM