77-10 OVERSIZE PLANS 12/2009

N/F HEDRICK SALTER
813/51
Q N/F ANITA R. BROWN
N/F SARAH M. SOWNPID:T470.03.44.6833
PIN:7470.03.34.788 D8:1085 OP: 56 rlv
OB: 0670 OP: 00189
LIMITS OF 1�
DISTURBANCE
(STING 20' ACCE
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,� �" PROPOSED UPSLOPE
LIMITS OF RAMP
170 PROPOSED DISTURBANCE
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PROPOSED BRIDGE
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LIMITS OF DISTURBANCE
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"PROPOSED 24" RCP CULVFRT
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WANDB SMITH
PID:7470A02:55.4143 CARTERET COUNTY HEALTH
DB:1085 OP: 57 EPARTMENT APPROVED
SEPTIC AREA
PROPOSED DRIVEWAY
VERHEAD POWER LINES
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DELINEATED �_r; I M I TS OF DISTURBANCE
ROPOSED HOUSE
AREAC CARRTERET COUNTY HEALTH
E ARTMENT APPROVED
WELL AREAsy
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OVERALL SITE PLAN
SCALE: 1" = 100'
SHEET 1 OF 1
PROJECT #: PM1819
DESIGN FILE #: PM1819 STYRON PROPERTY
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SCALE: 1" = 1 0'
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HOR I ZONTAL SCALE: 1 " = 1 0' 0"
VERTICAL SCALE: 1" = 5'0"
PROPOSED SHEET PILE_
SEE DETAIL 1
AREA TO BE FILLED FOR
UPSLOPE RAMP
SEE DETAIL-3
Y LOOP
4" x 6"
PRESSURE
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TREATED
WHALER
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PROPOSED
GRADE
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GRADE
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PROPOSED GRADE.. -
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CULVERT W/ 6 INCH
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1 +50
2+00
2+50
2" x 12" PRESSURE
TREATED RAILING CAP
12' 0" 5.'8' GALVANIZED
THRU BOLTS
2" x 10" PRESSURE TREATED
RAILING STRINGER THRU BOLTED
42"
3" PRESSURE TREATED
DECKING
4" x 12" PRESSURE
TREATED GIRDER
4"
x 12" PRESSURE
THE T
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2PRESSURE
/TREATEDTIMBERPILES
A ED WHALE
4" x 12' PRESSURE TREATEi
STRINGEI
WOOC SHEET PILL
WETLANDS
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1MITS OF DISTUPBANCE
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PROPOSED 36 LF 24"
RCP CULVERT
SEE DETAIL 1
Upland
WETLANDS
WETLANDS
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L
� IMITS
OF DISTU R
DISTURBANCE
�p\O�d
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AREA TO BE
ROPOSED CULVERT
FILLED ONCE
1S PLACED
SEE DETAIL
1
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1 M I TS OF DISTURBANCE
_ \ PROPOSED SHEET PILE
SEE DETAIL 1
PROPOSE SEE H DETAIL A� y
% �/ GAF ➢ AREA TO BE FILLED FOR
30SED 72.5' WOODEN BRIDGE WETLANDS p r o DOWNSLOPE RAMP
T SEE DETAIL 1 \ SEE DETAIL 1
HW/404
A O //
Upland i
WETLANDS
ENLARGED SITE PLAN
SCALE: 1" = 20'
EXISTING GROUND ELEVATION
WOODEN BRIDGE SECTION B-B
SCALE: 1 = 5 0
LEGEND
AEC AREA OF ENVIRONMENTAL CONCERN
BOC BACK OF CURB
DI DROP INLET
EIP EXISTING IRON PIPE
EL ELEVATION
EPKN EXISTING PK NAIL
EX EXISTING
FE FINSHED ELEVATION
GW GUY WIRE
GWA GUY WIRE ANCHOR
HC HANDICAP
INV INVERT
L/S LANDSCAPING/PLANTER
LF LINEAR FEET
NHW NORMAL HIGH WATER
N/F NOW OR FORMERLY
PP POWER POLE
PVC POLYVINYLCHLORINE
RCP REINFORCED CONCRETE PIPE
R/W RIGHT OF WAY
SW SIDEWALK
TB TOP BOARDWALK
TBM TEMPORARY BENCH MARK
TC TOP OF CURB
TSW TOP OF SIDEWALK
W/ WITH
--6-- EXISTING CONTOUR
—6 — PROPOSED CONTOUR
PROPOSED WATER
EXISTING WATER
SEWER FORCE MAIN
SILT FENCE
LAND DISTURBANC LIMITS
�,NH„,404NORMAL HIGH WATER /
404 WETLAND LINI:
WETLANDS TO BE FILLED
AREA TO BE FILLED
AREA TO BE SHEETPILED
NOTE: FINAL STRUCTURAL MEMBER SIZES TO BE DETERMINED FOLLOWING
COMPLETE STRUCTURAL ANALYSIS. SIZES SHOWN BASED ON PRELIMINARY
�\ DESIGN.
7 NOTE: BASE DRAWING DONE BY
COASTLINE SURVEYING, P.A.
408 ARENDELL STREET
P.O-BOX 3460
MOREHEAD CITY. NC 28557
0: [phone]
F: [phone]
REVISIONS:
r7
JAN 2 2 13,
Moreneod CI DC