HomeMy WebLinkAbout20150541 Ver 1_Site Plan_20150610 (2)Geln-eral Scope Wo,rk -L,e.gllend ---A
NEW SITE UTILITIES WILL BE INSTALLED SEE CIVIL DWGS.
VICINITY not to scale
A
AUDUBON
DRIVE
LEGEND:
EX STING STRUCTURE TO BE RENOVATED
93 NEW BUILDING/ADDITION
— - - — - - — WE—LAND DELINEATION LINE
10 EYSTING TREE DELINEATION LINE
DISTAL END OF EXISTING CANAL TO BE FILLED
R CE
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DRAWN BY
Hemingway
CHECKED BY
Hemingway
DATE
March 19, 2015
SHEET NUMBER
CC
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DRAWN BY
Hemingway
CHECKED BY
Hemingway
DATE
March 19, 2015
SHEET NUMBER
.......... 7 �171 5 SODS PER CAFAA COA�MENTS
USACE 404 WETLAND
ELI
A R C H I T E C T S
514 Market Street
Wilmin n N
LL
rF 4. PARCEL TOTAL AREA: 353.97 acres (GI S)
A
5. SCOPE OF PROJECT: THIS PROJECT PROPOSES THE RENOVATION nF FYIqTlNr',
70RE YOU DIG 1
EXISTING
ASPHALT ROAD
EXISTING ROAD
UPGRADED FOR HEAVY
DUTY FIR TRUCK ACCESS -
ASPHALT - E SEE CIVIL DRAWINGS
N
PROPERTY INFORMATION:
F I
Owner:
Parcel Identification Number:
National Audubon Society
9942-59-0885
225 Varick St, Fl. ' ' 7
0
New York, NY 1OC14-4396
Contact:
Current Zone Classification:
Robbie Fearn
SFO
252-453-0603
rf earn@ audu bon,c g
Site Address:
Parcel Total Area:
305 Audubon Drive
353.97 arces
Corolla, North Carolina 27927
AREAS OF ENVIRONMENTAL CONCERN:
404 Wetland (approx. area):
od
30.3 Acres
7:1
Coastal Wetland and Open Water (approx.
area):
+/- 162.2 Acres
AREA OF DISTIURBANCE:
Limits of Disturbance:
+/- 264,352 square feet (6.07 acres)
The Lawn Site P"Nan
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REVISIONS
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EY—END DECK RE-GRADE EXISTING PATH TO MEET
PAST POST NEW BRIDGE DECK ELEV.
1/2" PER FT. SLOPE MAX. (TYP.)
EXISTING GRADE
2x4 (a-) JOISTS TO
HEADER
7
Elevation @
Bridge over Canal
P-4
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: 4 11
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SEAWALL GRADE I' -C 8" PILES @ 8'O.C. MAX. -
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WATERLINE 6' MINIMUM EMBEDMENT
SIG 225 SERIES VINYL SHEETING -
INSTALLED WITH 1" VERTICLE
SPACING BETWEEN SHEETS
PER 1 LINEAR FOOT INSTALLED
Section @ Dock & Breakwater
scale: 112" = 1 '-0"
2x8 P.T. JOIST NOTCHED INTO
COLUMN BOTH SIDES
TRANSFORMER FOR LED LIGHTING
SPACING AS REQUIRED TO BE
HIDDEN FROM VIEW
6x6 P.T. TIMBER COLUMN
2x10 P.T. SLOPED TOP
RAIL
I
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A R C H I T E C T S
514 Market Street
Wilmington, NC 28401
Tel - (910) 762-2621
762-8506
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514 Market Street
Wilmington, NC 28401
Tel - (910) 762-2621
762-8506
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iwREPARED, GRADED & COMPACTED -STOGRADES
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13 A 201 ISO ZA 1111001 MIZAA kq 010111 100111MIJ " 1211#1 VXfA11
GRAVEL BASE (STORAGE
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CONSIST OF 12" MIN, THICKNESS.
GRAVEL BASE (STORAGE
C q
i 'VAN ACCESSIBLE" SIGN
4' ABC
VAN
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1,5"
100%
1.0"
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.ADA RESERVED PAR19jYG SI(7N DETAIL
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*MIN. 5 HC PARKING SPACES REQUIRED
13 A 201 ISO ZA 1111001 MIZAA kq 010111 100111MIJ " 1211#1 VXfA11
GRAVEL BASE (STORAGE
LAYER) TO
CONSIST OF 12" MIN, THICKNESS.
GRAVEL BASE (STORAGE
LAYER) SHALL
QQNEORM TO TFIE FOLLQZRQ_LffAMUQ,
4' ABC
sflyl
WASSING,
1,5"
100%
1.0"
957.(±5%)
0.5"
457.(±5%)
No,4
<5%
COMPACTED STONE TO HAVE 40%
VOID SPACE.
2' THICK
1007.
OYSTERSFIE.' L
95%(±5%)
SURFACE
45%(±57.)
4' ABC
<5%
COMPACTE'
TO HAVE 40%
BASE
LAYER
COMPACTED
SAND S; BGRADE
2.5' WIDE WHEEL STRIP
0 6' ON-CENTER
(FILL GRASSPAVE WITH
nRAVFI ) nRARRPAVF
7-
a,
comEmm
PERIMETER AND HIGH TRAFFIC
AREAS
50 CM (19.7-)
PLAN
GRASSPAVE2 SQUARES
L-----&3 CM (3.3
13 CM (0,9")
6 CM (2.4")
ENLARGEMENT
REMAINING ANCHORS
ING PERIMETER AND
i TRAFFIC AREAS NOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR
LANDSCAPE DESIGNER.
.*401-d � W. �w ft P.Nhww
Inviable Structures, Inc, — 1600 Jackson St., Suite 310, old 80401
800-233-1510 OR 303-233-8383 — Fox 303-233-8282 — www.invisiblestru�ztures.com — Rsv� 08/04
20'
NOT TO SCALE
Invisible
Structures, Inc,
GPDET.DWG
ELEVATION VARIES
SEE GRADING PLAN
FOR SPOT GRADES 2.5' WIDE WHEEL STRIP
0 6' ON-CENTER
(FILL GRASSPAVE WITH
GRAVEL). GRASSPAVE
_FYIPICAL GRASSPAVE2 DETAIL
CHOOSE THIS PRODUCT FOR REINFORCING GRASS WEARING SURFACES 1 OF 1
1600 Jackson St., SteQ,0j
GOLDEN, COLORADO 80401
800-233-1510 OR 303-233-8383
FAX: 800-233-1522 OR
303-233-8282
www.invietblestructures.com
rev, 10/05
ANAM
JIM
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N.T.S.
1.5'
1007.
1.0'
95%(±5%)
0.5"
45%(±57.)
No.4
<5%
COMPACTED STONE
TO HAVE 40%
VOID SPACE.
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JOB NUMBER
P12021
DRAWN BY
DAD
'HECKED BY
DAD
DATE
SEPT. 19, 2014
SHEET NUMBER
211912015 10:02 AM
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HORIZONTAL SCALE: 1' - 20'
VERTICAL SCALE. t® - 5'
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HORIZONTAL SCALE: 1' - 40'
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2122/2015 11:02 AM
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MMM NCDGT STANDARD
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2122/2015 11:02 AM
EXISTING
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DINING HALL DUPLEX
- bYbILM
EXISTING LOT LINES FROM THE PINE WASTEWATER Ulbl UbAL
ISLAND ESTATES SUBDIVISION (ALL LOTS /-i iinr- riff I A m -rr- m c- A K I r\ r%r-)r-Ki
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FORCEMAIN ALIGNMENTS
U. 07
----WATER MAIN
CANOPY LINE
EXTENSION
EXISTING TREE
EXISTING POND
LEADING TO BAUM
CREEK
LEGEND
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BEFORE YOU DIG
iL
EXISTING WETLANDS
....
VSS/ . 10
PROPOSED CONCRETE
PROPOSED ASPHALT PAVEMENT
%
EX STING COTTAGE TO
ft
ACCESS DRIVE
if
au
SEAL
PROPOSED PERMEABLE CONCRETE
BE RENOVATED
PARKING
26980
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PROPOSED PERMEABLE PAVER
BLOCKS
00
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civil, �1\161WFIII\16 51�plvlc�5
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_11-FICAITI
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NO. DATE REVISIONS
1-800-632-4949
EX. OP
ACCESS AND
COPM16Hr Q 2014
EX. CM
2
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NO. DATE REVISIONS
EX. OP
NCGS MONUMENT "Run 1995"
COPM16Hr Q 2014
EX. CM
2
AALAW MV&/AWZ/W, FUC
X
WATER VALVE
MIS DgCtf-EW 15 TW
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EX. UNDERGROUND COMMUNICATION LINE
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EX. UNDERGROUND GAS LINE
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EX. WATER LINE
&A91 IA491 RUC, HILL BEA
EX. WETLAND DELINEATION LINE
W01-A 770H OF C47PM16H7_ LAH
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PLAN
LEGEND
EXISTING ASPHALT PAVEMENT
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EXISTING WETLANDS
PROPOSED CONCRETE
PROPOSED ASPHALT PAVEMENT
PROPOSED 20' GRASSPAVE FIRE
ACCESS DRIVE
PROPOSED PERMEABLE CONCRETE
PARKING
PROPOSED PERMEABLE PAVER
BLOCKS
00
REBAR SET
50 PENNY NAIL AS SURVEY
TRANSVERSE STATION
S.S.S NAIL & WASHER SET
WATER METER
PHONE PEDESTAL
CATV
EXISTING FENCE
EX. OP
NCGS MONUMENT "Run 1995"
El
EX. CM
2
TRANSFORMER/POWER BOX
X
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BORING STAKE
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0
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EXISTING CONTOURS
PROPOSED CONTOURS
EX. UNDERGROUND POWER LINE
EX. UNDERGROUND COMMUNICATION LINE
APPROXIMATE UNDERGROUND UTILITY
EX. UNDERGROUND GAS LINE
0 n 0 n
EX. WATER LINE
EX. TRAVERSE LINE
EX. WETLAND DELINEATION LINE
PROPOSED FIRE HYDRANT
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PROPOSED THRUST BLOCKS
PROPOSED GATE VALVE & BOX
PROPOSED WATER METER AND VAULT
EX. WETLAND DELINEATION FLAG
EX, TREE
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