NCC214035_Site Plan or Location Map_20210712

SITE DATA
TOTAL AREA. 14.02 ACRES
o ZONING CLASSIFICATION. R -15M
!_ NUMBER OF LOTS CREATED . . . . . . . . . . . . . . . . . . . . . . . 9
tti q LINEAR FEET IN PROPOSED STREETS. 1258
\vZ
DISTURBED AREA 3.0
Drive2 Culvert
i INv IN — 3.7'
�INV OUT — 3,5'
CLASSB RIP RAP
WITH FILTER FABRIC
L=5
w= 10'
D= 18"
025=4.68cis
A25=5.09 ips
\ � �_j
LEGEND
AC
ACRE
CONC
CONCRETE
ELEV
ELEVATION
EIP
EXISTING IRON PIPE
EIR
EXISTING IRON ROD
EIA
EXISTING AXLE
ECM
EXISTING CONC 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
NTS
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
SEEDING PLAN
1. TEMPORARY SEEDING
North Carolina
PLANING DATES GRASS TYPE POUNDS/ACRE
One -Call Center DEC. 1 - APR. 15 RYE (GRAIN) 120
KOBE LESPEDEZA 50
APR. 15 - AUG. 15 GERMAN MILLET 40
AUG. 15 - DEC. 1 RYE (GRAIN) 120
® LIME 3,000
FERTILIZER 10-10-10 800
MULCH STRAW 4,000
2. PERMANENT SEEDING
Know what's below. PLANING DATES GRASS TYPE POUNDS/ACRE
Call before you dig. SEPT. 1 - OCT. 3 TALL FESCUE 200
KOBE LESPEDEZA 50
RYE (GRAIN) 25
LIME 4,000
FERTILIZER 10-10-10 1,000
MULCH STRAW 4,000
1 SITE PLAN TACK RATE = 11 GAL / 1000 SF
Scale: 1"=20'
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
TEMPORARY SKIMMER BASIN
VOLUME READ. = 5400 CF
_ -VOLUME PROVIDED = 18504 CF
SURFACE AREA READ. = 6156 SF
SURFACE AREA PROVIDED = 7200 SF
DEPTH = 3'
/ DA = 7.76 AC SKIMMER SIZE - 2"
Q 25 = 18.94 CFS ORIFICE - 1.5"
TYPICAL STREET SECTION
N.T.S. NOTE: STONE DEPTH TO
BE DETERMINED BY
SUBGRADE SOIL TYPE.
NEW STABILIZATION TIMEFRAMES
Site Area Description
Stabilization
Timeframe Exceptions
❑a Perimeter 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 4A
14 days
None, except for perimeters and HOW Zones,
1. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARDOUS AREA AS DETERMINED
BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. ZONE AE 6, REFERENCE: FIRM
DATED .
2. THIS MAP IS OF A SURVEY THAT CREATES A SUBDIVISION OF LAND WITHIN A COUNTY OR
MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND.
3. ALL AREAS ARE CALCULATED BY COORDINATE GEOMETRY.
4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES, NO GRID FACTORS HAVE BEEN
APPLIED.
5. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND.
6. WATER SUPPLY TO BE PROVIDED BY INDIVIDUAL WELLS.
7. SEWAGE DISPOSAL TO BE PROVIDED BY INDIVIDUAL SEPTIC TANK SYSTEMS.
8. NCDOT PERMIT IS REQUIRED.
9. EROSION CONTROL PLAN IS REQUIRED.
10. HIGHT DENSITY STORM WATER PERMIT IS REQUIRED.
11. ALL ELEVATIONS ARE RELATIVE TO NATIONAL GEODETIC VERTICAL DATUM (NGVD 29).
12. TOPOGRAPHICAL INFORMATION WAS OBTAINED FROM A SURVEY MAP DRAWN BY:
FINAL PLANS
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
11>
OWNER:
WOOD THREE II, LLC
/ 187 RUSSELL'S CREEK ROAD
BEAUFORT , NC 28516
STORMWATER
EROSION
PLAN
:�4
' INS BOUT 4 0292
ZONING INFORMATION:
CLASS AP RIP R ABRWITH FINER FAPIc
ZONING - R-15M
L=10
BUILDING MINIMUM BUILDING SETBACKS (UNLESS NOTED)
w= 5
D= 1a"
Q25=17.45cN
FRONT:
_
V25=6.39 iP�
SIDE: -
CAgo
REAR: -'
��ti��'(1�
1� '�O ......4�'.• i
BUFFER YARD = 20' TO ROAD
�4
y
Q
3 `9�� p
CONSTRUCTION
"
� �
ENTRANCE
UTILITIES:
': ;< 20212
WATER SERVICE: PRIVATE WELLS
SANITARY SEWER SERVICE: ONSITE SEPTIC SYSTEM
ELECTRIC SERVICE:
tNSti4.•'�
s� G,�'•.......
NATURAL GAS SERVICE: NA
PRIOR TO ANY DIGGING NC ONE CALL SHALL BE CALLED AND
CONFIRM LOCATION AND SIZE OF ALL EXISTING UTILITIES.
SITE DRAINAGE DATA
TOTAL IMPERVIOUS AREA
2.9100
TOTAL DRAINAGE AREA
7.7600
WQV
1503 CF
TEMP. DIVERSION SWALE
z
w
w
Ln
N
C: O
O w
Q w
U
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U w
w
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0
w
w
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®
TEMP. CHECK. DAM
File No.
21007
Scale:
1 "=20'
>66.92 X
SPOT ELEVATION
_ _ _ _ _ _
SILT FENCE
Sheet No.
----------------
LIMITS OF DISTURBANCE
0 o
CONSTRUCTION ENTRANCE
0
TSW = TOP
OF SIDEWALK
C-0
1
TA = TOP
OF ASPHALT
TIC = TOP
OF CONCRETE
1A =M7
EIWGfN�EERING
�i� K
i -i SP
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