107-15 National Audubon Society Oversized Plans

O
L
N SEE SHEET P-3 -
Qz, ' J - ---- - ��'----
-- -
APPROXIMATE ALIGNMENT Q �Q f• �. v f - - OF COASTAL WETLANDS A.E.C.CD
------------
_ _ \ = -__ i - ----- ------------- 1
--- ---- - - - -----
- ---------
- 1
_-_ - - - - -_- - _ ------- J
- - - - _- - --- -- --- - - - _ - - - -
------- -- -- -- - -- --------_- �� -_-
- _____ ---- - ---- ------------ �______
-_-
-__-=------------ ------------ _------
----- ----_----
-----------------Atf��at� - -=-_--------_-_-_
--------------------------
-----
-
------------------
-------------------
-------------
----------------
---------------
EXISTING CONCRETE PAD _ ___ _ _ _ _ _ ____
EXISTING GATE TO BE REMOVED -
INSTALL NEW SOLAR POWER - ----- ---
OPERATED GATE AT -_---- -
SAME LOCATION
EXISTING AUDUBON DRIVE _
NC HIGHWAY 12
EXISTING SIDEWALK
EXISTING RACQUET CLUB DRIVE
EXISTING ENTRY -
DRIVE TO BE IMPROVED -
SEE CIVIL
404 WETLANDS DELINEATION LINE
General Scope of Work Legend
OEXISTING IMPOUNDMENT TO BE RESHAPED AS SHOWN.
ONEW EARTHEN BERM WITH LANDSCAPING. SEE LANDSCAPE DWGS.
OMARITIME FOREST RESTORATION WILL INCLUDE THE REMOVAL OF
INVASIVE SPECIES VEGETATION, GRADING AND NEW PLANTING.
®A NEW 20'-0" WIDE HVY. DUTY RATED ROADWAY WILL BE INSTALLED
FOR FIRE TRUCK ACCESS. THE HEAVY DUTY ROAD WILL THEN BE
OVERLAID WITH SOIL AND TURF TO REPLICATE THE EXISTING
DIRT ROAD. SEE CIVIL DWGS.
ONEW SITE UTILITIES WILL BE INSTALLED SEE CIVIL DWGS.
®NEW LABORATORY BUILDING: SINGLE STORY WD. FRAME
ON TIMBER PILINGS. SEE P-7 FOR ELEVATIONS.
©CIRCA. 1913 LODGE TO BE LIFTED OFF EXISTING FOUNDATION
AND PLACED ON NEW PILING FOUNDATION SYSTEM. THE BUILDING
TO BE FULLY RENOVATED. A FRONT DECK AND A NEW 1 STORY
SCREENED PORCH WITH STAIR TO BE ADDED TO THE BACK.
SEE P-8 FOR ELEVATIONS.
C NEW DINING HALL: SINGLE STORY WOOD FRAME STRUCTURE ON
TIMBER PILINGS. SEE P-9 FOR ELEVATIONS.
OCIRCA 1913 GUIDE'S QUARTERS TO BE LIFTED OFF EXISTING
FOUNDATION AND SET BACK ONTO HIGHER, NEW FLOOR
AND TIMBER PILING STRUCTURE. SEE P-10 FOR ELEVATIONS.
OEXISTING 4-BAY GARAGE TO BE RENOVATED INTO AN OPEN AIR /
SCREENED IN GATHERING PAVILION.
O(4) EXISTING STORAGE BUILDINGS TO RENOVATED.
SITE STRUCTURES.
G PERCH COTTAGE, A THREE STORY WD. FRAME STRUCTURE
ON TIMBER PILINGS, IS TO BE RENOVATED WITH NEW EXTERIOR
AND INTERIOR FINISHES AND OTHER WORK.
H OAK GROVE COTTAGES, A TWO STORY WD. FRAME STRUCTURE ON
TIMBER PILINGS IS TO BE RENOVATED WITH NEW EXTERIOR
AND INTERIOR FINISHES AND OTHER WORK.
OSAND HILL COTTAGE, A TWO STORY WD. FRAME STRUCTURE ON
TIMBER PILINGS IS TO BE RENOVATED WITH NEW EXTERIOR
AND INTERIOR FINISHES AND OTHER WORK.
OTHE BOAT BUILDINGS. (NOT IN CONTRACT)
OOMITTED
© NEW WASTEWATER DRAINFIELDS.
OELEVATED 6'-0" WIDE WOODEN WALKWAY. SEE SHEET P-2.
VICINITY MAP: not to scale
AUDUBON
DRIVE
o � �
RACQUET CLUB
ROAD
�Z
Atlantic
PROJECT SITE Ocean
J
\ N
Currituck
Sound
v
ADJACENT RIPARIAN PROPERTY OWNERS (from impoundment):
NORTH: Magnolia Bay Property Owners Assoc., Inc.: +/- 7,060 ft.
SOUTH: Palmer's Island Club Property Owners Assoc., Inc: +/- 12,385 ft.
TOTAL SHORELINE: +/- 19,445 ft.
LEGEND:
EXISTING STRUCTURE TO BE RENOVATED
® NEW BUILDING/ADDITION
— — - -— WETLAND DELINEATION LINE
O EXISTING TREE DELINEATION LINE
® DISTAL END OF EXISTING CANAL TO BE FILLED
Site Plan
P-1 scale: 1" = 120'-0"
N
"Ell I
0 120' 240' 360'
THE WORK INDICATED ON THIS SITE PLAN IS A GENERAL DESCRIPTION OF
SOME OF THE MAJOR COMPONENTS OF THE PROJECT. IT DOES NOT
SHOW OR INDICATE ALL WORK CONTAINED IN THE CONTRACT. PLEASE
SEE THE FOLLOWING SHEETS FOR MORE DETAILED DESCRIPTION OF
THE SCOPES OF WORK.
A R C H 1 T E C T S
514 Market Street
Wilmington, NC 28401
Tel - [phone]
Fax - [phone]
RECEIVED
MAY 2 0 2015
E
{ i
U�
~
W
O
cd
U
O�
vleO
,
0
U
7:1
Q
W
�
x
(U
V
V)
M •—
MIQ Z
L)
0
REVISIONS
DRAWN BY
Hemingway
CHECKED BY
Hemingway
DATE
March 19, 2015
SHEET NUMBER
P-1

`c EX CAS TAW J
(TO BE REMOVED)
EX SFVNELLMrC QV
PEE f01AYDr177A1t
(TO BE UPDATED)
REEL ENGINEERING, PLLC
CIVIL ENGINEERING SERVICES
FIRM LICENSE P-1045
1004 WEST FIFTH STREET
TOLL DEVIL HILLS, NC 27948
Phone: [phone] E—Mail: dodeelengOgmail.com
.................. ._ _ •`, ,E `i, -• \ \." 1 2/17/15 MODS PER CAMA COMMENTS
� ``� AFF". LOCAIXW 1 1 USACE 404 WETLAND ;
w F `— I • COASTAL MARSH \
't'zo3`. .•\.,. r. v�K ,L ..,,»i
v,
a
F.0 DYlPLQ' DNQLMC
aV M-F PA VCN
(TO BE UPDATED
' \IN
` NO. DATE REVISIONS
4W v
;LLB °®'"�"� �11. r\ , . a Z
Dr 9r DNELM QN r
PKE FaWA7KW
(TO BE UPDATED)
.� CC RMOUSHED)
EX aVVS GVAR7DiS
` A AN HR w PIER
BERENOVATED)
x is' ROD \
TO BE REPLACED)
Ex CIAIi 6r av e[oor 'i \
RENOVATED) \ \
T0 BE
9NED
-,\
�
,,DEMOLISHED) �(
1 4
� EX. Z07X TAA9C
\, (TO BE REMOVED)
A
ix o LOVED)
EX HUNWO LODW AV
TBF? RRNE OVATEDT
APPWAWA7ELOCANOV OF -
LfVD?Q?0LW PONER M AS
PD? 77VE vhwc7w Lr
7W PROPAR7Y
�t `
FOVAVA7N1N
11 I
EX 9Y10 '
TO BE DEMOUSHU, 1 (.
1 1
EX C4RE7AKER°S RED �, �•
c�vr,9ERP77LYV b ', IRON ROD FOUND
TO BE DEMOUTED \ '�
/ I
(TO BE REMOVED)
(TO BE REPLACED)
NI
:,. S '2
COPYRIGHT cO'013
DEEL ENGINEERING, PLLC
THIS DOCUMENT IS THE PROPERTY
OF DEEL ENGINEERING, PLLC. ALL
RIGHTS ARE RESERVED. ANY
REPRODUCTION OF THIS OR
POSSESSION WITHOUT PRIOR
PERMISSION OF DEEL
ENGINEERING, PLLC, WILL BE A
VIOLATION OF COPYRIGHT LAW.
253.75,
ffTo BE RD 70VED)
PVC MARKER FOUNDDRI
1
iY
9EPX
O (TAA9Y
0 BE REMOVED) r ,' r
r
- I ............._ NOTES:
X Al '� / 'i
. PROPERTY OWNER /APPLICANT: NATIONAL AUDUBON SOCIETY
ro
cN ? 225 VARICK ST., FL. 7
p` NEW YORK, NY 10014-4396
LO
$ Y PROPERTY IDENTIFICATION: PARCEL ID #0128000002A0000
` 1 305 AUDUBON DRIVE, COROLLA, NC
U
w oo \1 1. RECORDED REFERENCE: DB 268, PG 860
fTO oU REMAIN A! ; - O O ! , j
L0 W 2. ZONE: SFO
\ 1 a I� ` ,. d i
qlo 1 •"" AWNS' Z i 3. PROPOSED/EXISTING USE: PARK
AA.. I 1.0 " 4. PARCEL TOTAL AREA: 353.97 acres (GIS)
EX IRE lV)�S
p (To REMAIN) `y-•- `:/ �� I �, 5. SCOPE OF PROJECT: THIS PROJECT PROPOSES THE RENOVATION OF EXISTING
ON —SITE STRUCTURES, THE ADDITION OF A LAB, AND THE ADDITION OF
PARKING AND TRAILS IN ORDER TO HOST EDUCATIONAL RETREATS ON THE
1
y SITE.
APFRa WATELDGWV AS
posm Y9NDNN DH u7X71Y
MAP PROM20 (rMrA) � - g' � I LrJ . 6. PROPERTY IS LOCATED IN F.I.R.M. ZONES X' AND AE 6' AS SHOWN ON PLAN
.• ; 1� (NAVD 88). ZONES SUBJECT TO CHANGE BY FEMA.
7. BOUNDARY, WETLANDS, SHORELINE, FLOOD ZONES, AND EXISTING LAYOUT
1Qi
SHOWN FROM A COMPILATION OF SURVEY INFORMATION BY STYONS SURVEYING
i SERVICES, SURVEY INFORMATION FROM BOWMAN CONSULTING, AND DIGITIZED
INFORMATION FROM AERIAL PHOTOGRAPHY.
{ 1 i
1
••, I i 1 j
J.
1
�
1
A.
I
i i .
SX.
i
'
CONC MONUMENT FOUND
j ..
1 N/F I`" _ SLAND OPEN SPACE
PC F, PG 148
I. 9942-76-5812
Ak
GRAPHIC SCALE
f
so 0 30 60 120 240
Al
r.
/ r
IN FEET )
1 inch = 60 ft.
'.
ARCHITECTS
514 Market Street
Wilmington, NC 28401
Tel - [phone]
Fax [phone]
5 I@'•� j6,r' o f 1
rE j
• @ �d #w.& 9 �p
[MAY 2 p 2015 x
r
E
. (F
"
; , di
4-
Q)
fH
Q�
V
z
H
(0
4
z
Q
Ir
,Fi
0
o
U
�
�
C;d
A
U
E
�
944
4V
ed
U)
0
H z
aQ
J O_
C. (n
az
Q0
5� t
Z
O
OW,- U
LLJ
V
REVISIONS
JOB NUMBER
P12021
DRAWN BY
DAD
CHECKED BY
DAD
DATE
SEPT. 19, 2014
SHEET NUMBER
P-2
2/19/2015 10:02 AM

EXISTING -
ASPHALT ROAD
EXISTING ROAD
UPGRADED FOR HEAVY
DUTY FIRE TRUCK ACCESS -
ASPHALT - SEE CIVIL DRAWINGS
I
1
t.
General Scope of Work Legend
OEXISTING IMPOUNDMENT TO BE RESHAPED AS SHOWN.
ONEW EARTHEN BERM WITH LANDSCAPING. SEE LANDSCAPE DWGS.
OMARITIME FOREST RESTORATION WILL INCLUDE THE REMOVAL OF
INVASIVE SPECIES VEGETATION, GRADING AND NEW PLANTING.
®A NEW 20'-0" WIDE HVY. DUTY RATED ROADWAY WILL BE INSTALLED
FOR FIRE TRUCK ACCESS. THE HEAVY DUTY ROAD WILL THEN BE
OVERLAID WITH SOIL AND TURF TO REPLICATE THE EXISTING
DIRT ROAD. SEE CIVIL DWGS.
ONEW SITE UTILITIES WILL BE INSTALLED SEE CIVIL DWGS.
ONEW LABORATORY BUILDING: SINGLE STORY WD. FRAME
ON TIMBER PILINGS. SEE P-7 FOR ELEVATIONS.
OB CIRCA. 1913 LODGE TO BE LIFTED OFF EXISTING FOUNDATION
AND PLACED ON NEW PILING FOUNDATION SYSTEM. THE BUILDING
TO BE FULLY RENOVATED. A FRONT DECK AND A NEW 1 STORY
SCREENED PORCH WITH STAIR TO BE ADDED TO THE BACK.
SEE P-8 FOR ELEVATIONS.
OC NEW DINING HALL: SINGLE STORY WOOD FRAME STRUCTURE ON
TIMBER PILINGS. SEE P-9 FOR ELEVATIONS.
OCIRCA 1913 GUIDE'S QUARTERS TO BE LIFTED OFF EXISTING
FOUNDATION AND SET BACK ONTO HIGHER, NEW FLOOR
AND TIMBER PILING STRUCTURE. SEE P-10 FOR ELEVATIONS.
OEXISTING 4-BAY GARAGE TO BE RENOVATED INTO AN OPEN AIR /
SCREENED IN GATHERING PAVILION.
O(4) EXISTING STORAGE BUILDINGS TO RENOVATED.
SITE STRUCTURES.
OPERCH COTTAGE, A THREE STORY WD. FRAME STRUCTURE
ON TIMBER PILINGS, IS TO BE RENOVATED WITH NEW EXTERIOR
AND INTERIOR FINISHES AND OTHER WORK.
OI --I OAK GROVE COTTAGES, A TWO STORY WD. FRAME STRUCTURE ON
TIMBER PILINGS IS TO BE RENOVATED WITH NEW EXTERIOR
AND INTERIOR FINISHES AND OTHER WORK.
SAND HILL COTTAGE, A TWO STORY WD. FRAME STRUCTURE ON
OTIMBER PILINGS IS TO BE RENOVATED WITH NEW EXTERIOR
AND INTERIOR FINISHES AND OTHER WORK.
OTHE BOAT BUILDINGS. (NOT IN CONTRACT)
OOMITTED
© NEW WASTEWATER DRAINFIELDS.
OELEVATED 6'-0" WIDE WOODEN WALKWAY.
PROPERTY INFORMATION:
Owner:
Parcel Identification Number:
National Audubon Society
9942-59-0885
225 Varick St. FI. 7
New York, NY 10014-4396
Contact:
Current Zone Classification:
Robbie Fearn
SFO
252-453-0603
[e-mail]
Site Address:
Parcel Total Area:
305 Audubon Drive
353.97 arces
Corolla, North Carolina 27927
AREAS OF ENVIRONMENTAL CONCERN:
404 Wetland (approx. area):
+/- 30.3 Acres
Coastal Wetland and Open Water
(approx. area):
+/ 162.2 Acres
AREA OF DISTURBANCE:
Limits of Disturbance:
+/- 264,352 square feet (6.07 acres)
LEGEND:
® EXISTING STRUCTURE TO BE RENOVATED
NEW BUILDING/ADDITION
— - - — WETLAND DELINEATION LINE
Or-l� EXISTING TREE DELINEATION LINE
® DISTAL END OF EXISTING CANAL TO BE FILLED
------- LIMITS OF DISTURBANCE
The Lawn Site Plan
P-3 J scale: 1" = 40'-0"
N
_(D. I
0 40' 80' 120'
THE WORK INDICATED ON THIS SITE PLAN IS A GENERAL DESCRIPTION OF
SOME OF THE MAJOR COMPONENTS OF THE PROJECT. IT DOES NOT
SHOW OR INDICATE ALL WORK CONTAINED IN THE CONTRACT. PLEASE
SEE THE FOLLOWING SHEETS FOR MORE DETAILED DESCRIPTION OF
THE SCOPES OF WORK.
A R C HI T E C T S
514 Market Street
Wilmington, NC 28401
Tel - [phone]
Fax - [phone]
�r s D
MAY 2 0 2015
Gill
4)
U4-4
cd
~
W
O
cd
U
�
0
Z
U
o
U
z
0
A
0�
�
cn
V
ra
�0
a.
Q `_� Cn
E
Q �
i
W
REVISIONS
DRAWN BY
Hill
CHECKED BY
Hemingway
DATE
March 19, 2015
SHEET NUMBER
P-3

0
ME
F 1-n"
4x4 P.T. SUPPORT POSTS TYP. EACH
END OF BRIDGE (EACH SIDE)
WRAP TOP RAIL AROUND POST
AT SUPPORT POST
—EXTEND DECK RE -GRADE EXISTING PATH TO MEET
V-0" PAST POST NEW BRIDGE DECK ELEV.
1'-0" 1/2" PER FT. SLOPE MAX. (TYP.)
P.T. TOP RAIL
1 /2"R AT
-S ON TOP
.T. INTERMEDIATE
- TYPICAL EACH SIDE
I.T. RAILS EQUALLY
;ED
HOT DIP GALV.
)UGH BOLTS (TYP.) /00'5Section @ Dock & Breakwater
P-4 I scale: 1/2" = 1'-0"
101
P.T. BEAMS
P.T. SOLID
BLOCKING AT
CENTER POST
Section @ Bridge over Canal
P-4 I scale: 1/2" = 1'-0"
5/4"x4" P.'
HORIZON
2x8 DECK BOARDS -
GROUND CONTACT
TREATMENT
8" PILES @ 8' O.C. MAX. -
8' MINIMUM EMBEDMENT
SG 225 SERIES VINYL SHEETING -
INSTALLED WITH 1" VERTICLE
SPACING BETWEEN SHEETS
PER 1 LINEAR FOOT INSTALLED
— — — — — — — — — — — EXISTING BUILDING - EXISTING TRANSFORMER
NO WORK NO WORK
— — — — — NORMAL WATER
— LINE (SHORELINE) — — — — — —
— EXISTING WORK
- G EDGE OF MARSH :..:..
— — — — — — — — — — 50p.G�
- - - - - - - - - - - - - -
- - - - - - - - - - - -
-----==-NOWORK
- - - - ---- ---- - - -
K,NgGPGGI
X,PNG�AEP
C. P i
TLANDS:.
- - - - - - - - - - - - E� MpgO -
EDGE OF MARSH
---------------
- - - - - - - - -EXISTING -
DOCK - NO_ _ _ _ _ _ _
- - - - - _ - _ - _ - _ WORK -EXISTING _ _ _ _ _ _ _
- - - - - - - - - - - - - BULKHEAD-- - \ - - - - - -
- - - - - - - - - - - - -NO WORK -
- - - - - - - - - - - - - \ \- - - - - - - - - >_
- - - - - - - - - - - - - - ��\NC" -NORMAL - - - -
- - - - - - - - - - - - - - t, . - - - -� \: ty\ 0P1 2 - - - - _WATER LINE - - - -
- - - - - - - -EXISTING DOCK - EXISTING - �� \\\0\NG \ - - - _ (SHORELINE)
-BULKHEAD 0-
- NO WORK - �� \ - - - - - - - - - - ------ -
- - - - - - - - - - - - - - - - - - - - -� \ - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - REMOVE \ ' `�- - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - BULKHEAD - r- - - - - - - - - - - - - - -
-
------ ---
----------------- - - - --- -COMPLETELY- - \''� ''5--------- ----------_-----
- - - - - - - - - - -C-r - - - - t - - - - - - - - - - - - - -
-REMOVE DOCK STRUCTURES `- - - - - - - - - - - - - - - - - - - -
ENT_IRL_EY_ INCLUDING ALL PILES-
`- REMOVE DOCK STRUCTURES
- - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - ` - _ - - - - - - ENTIRLEY - INCLUDING ALL PILES - - -
- - - - - - - - - - - - - - - - - - - -� - - - -� -- - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - --( 2.0').. ' �- - ,; - - - - - - - - - - - - - -
- - - - - - - - - - - - - - -- - - - - - - - s �r - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - �' �' - - - - - v.,, \ - - - - - - - - - - - - - -
- - - - - - - - - - - REMOVE LIGHT FIXTURE ---tea--- - - - - - - �� - - - - - - - - - - - - - - - -
-- _------------ -
- - - - -COMPLETELY - - - - ------ - - - - -- - -��`��---------------------_-
- - - - - - - - - - - - - - - -REMOVE WIND BLOCK - - �0 - _ `- -- - - - - - - _ -
- - - - - - - - - - COMPLETELY .� - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - -
- - - - - - - - - --- - - - - - - - - - -�� - - - - - - - - - - - - - - - - -
Demolition - - -
- -scale: 1" = 20'-O - - - - - - - - - - - -
-4 Elevation @ Elevated Walkway
P-4 J scale: 1/2" = 1'-0"
2x4 P.T. TO SUPPORT
TOP RAIL - NOTCH 4x4
AND BUTT INTO 6x6
5/4x4 P.T. HORIZONTAL
PICKET
4x4 INTERMEDIATE NEWELL
POST SPACED EQUALLY
BETWWEN COLUMNS,
NOTCHED OVER OUTSIDE JOIST -
BOTH SIDES
2x8 P.T. JOIST NOTCHED INTO
COLUMN BOTH SIDES
TRANSFORMER FOR LED LIGHTING -
SPACING AS REQUIRED TO BE
HIDDEN FROM VIEW
2x6 P.T. DIAGONAL BRACING
6x6 P.T. TIMBER COLUMN
GRASPING RAIL
6'-0"
2x10 P.T. SLOPED TOP
RAIL
c
LED LIGHT CHAIN
CONTINUOUS ONE SIDE - �' -
OF WALKWAY ONLY - N -'N co
U.N.O.- SEE ELECTRICAL
DRAWINGS
1 2x6 P.T. DECKING
(2) P.T. 2x10 AT EACH
+, u u u �� — SIDE 6x6 POST
GRADE VARIES
I I
' ' T
I I
I I
r-_j-'--�
I I I I
IE FOUNDATION OPTIONS I
SEE STRUCTURAL
I I
I I
L J 3 Section @ Elevated Walkway
P-4 scale: 1/2" = 1'-0"
A R C H I T E C T S
514 Market Street
Wilmington, NC 28401
Tel - [phone]
Fax - [phone]
�r�AEMINV�
�a
E CERT. NO.
50424 n
d z
a s �
\`Arrtrh CA
r�n►�`c1�
u
W
•C)
~
W
O
cd
U
o
�
U
o
0
z
0
A
x
u
V
V)
i.0
f+
LM `i
W
00
4)
0
REVISIONS
DRAWN BY
Hill
CHECKED BY
Hemingway
DATE,
March 19, 2015
SHEET NUMBER

2'
SHLDR.
MAINTAIN EXISTING GRADES
AND/OR STORMWATER CONVEYANCES
EXISTING AROUND ROADWAY
CONSTRUCTION OR PAVING. ALL
DISTURBED AREAS SHALL BE
RESTORED TO PRECONSTRUCT10N
CONDITIONS.
20' TYP
PREPARED, GRADED & COMPACTED SUBGRADES
1.5' ASPHALT SF-9.5A
1.5' ASPHALT BINDER 1-19B
8' AGGREGATE BASE COURSE
2' WIDE GRAVEL SHOULDER, 8' THICK
2'
SHLDR.
ASPHALT ROAD CROSS SECTION
N.T.S.
1.5" ASPHALT—
SF9.5A
1.5" ASPHALT,
BINDER 1-19B
8" ABC
(NCDOT TYPE "A")
COMPACTED SUBBASE (95% PROCTOR MIN. COMPACTION)
CONTRACTOR TO FOLLOW GET SOLUTIONS GEOTECHNICAL
REPORT RECOMMENDATIONS FOR PREPARATION OF SOILS.
ASPHALT X- SEC
N.T.S.
1?
a
C P
'VAN ACCESSIBLE' SIGN
VAN
ACCESSIB
SIGN: R7-8 OR R7-8A
RESERVED
GREEN — BORDER AND LEGEND
PARKING
WHITE — BACKGROUND
BLUE — IN ACCORDANCE W/
ADA STANDARDS
MUM
t
b, PENALTY
SIGN: R7-8D
_ ��
GREEN — BORDER AND LEGEND
WHITE — BACKGROUND
9
c
o
w
U
O
N
m
wUa
O
tr
tt f5
RADIUS CONC TOP
2500 PSI CONCRETE
� •'q
17
ADA RESERVED PARKING SIGN DETAIL
N.T.S.
*MIN. 5 HC PARKING SPACES REQUIRED
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED.. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, FORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
BEFORE YOU DIG 11
CALL TOLL FREE
1-800-632-4949
IOR7H CAROLINA
ONE CALL
6" THICK PERVIOUS CONCRETE PREPARED AND PLACED
IN ACCORDANCE WITH NRMCA AND ACI GUIDELINES AND
SPECIFICATIONS. 15% MINIMUM VOID SPACE REQUIRED
44. .a. < • . f �. :.. ..A.. .,a.
COMPACTED SUBBASE (95% PROCTOR MIN. COMPACTION)
CONTRACTOR TO FOLLOW GET SOLUTIONS GEOTECHNICAL
REPORT RECOMMENDATIONS FOR PREPARATION OF SOILS.
GRAVEL BASE (STORAGE
LAYER) TO
CONSIST OF 12" MIN. THICKNESS.
GRAVEL BASE (STORAGE LAYER) SHALL
CONFORM TO THE FOLLOWING GRADING
SIEVE
%PASSING
1.5"
100%
1.0"
95%(f57.)
0.5"
457.(f57.)
N o.4
<5%
COMPACTED STONE TO HAVE 40%
VOID SPACE.
PERWO US CONCRETE X--SEC
N.T.S.
WHEEL STRIP FILL: GRASSPAVE WITHIN
WHEEL STRIP TO BE FILLED TO THE TOP
OF THE TRAY WITH GRAVEL MEETING
GRAVEL BASE SPECIFICATION (SEE NOTE
TO THE RIGHT FOR SPECIFICATION).
WHEEL STRIP TO BE TOPPED VATH 1"
THICK PEA GRAVEL (SAND COLOR).
2.5' WIDE WHEEL STRIP
0 6' ON —CENTER
(FILL GRASSPAVE NTH
GRAVEL). GRASSPAVE
WITHIN GRAVEL SECTION
TO BE ANCHORED VIA
STAINLESS STEEL lh-
FENDER WASHERS AND
8" GUTTER SPIKES (6
ANCHORS PER SQUARE
METER)
PERIMETER AND HIGH TRAFFIC
AREAS
50 CM (19.7")
DEEL ENGINEERING, PLLC
CIVIL ENGINEERING SERVICES
FIRM LICENSE P-1045
1004 WEST FIFTH STREET
KILL DEVIL HILLS, NC 27948
Phone: [phone] E—Mail: dodeelengOgmail.com
1 2/17/15 MODS PER CAMA COMMENTS
NO. DATE REVISIONS
COPYRIGHT cc 2013
DEEL ENGINEERING, PLLC
THIS DOCUMENT IS THE PROPERTY
OF DEEL ENGINEI]RING, PLLC. ALL
RIGHTS ARE RESERVED. ANY
REPRODUCTION OF THIS OR
POSSESSION WITHOUT PRIOR
PERMISSION OF DEEL
ENGINEERING, PLLC, WILL BE A
VIOLATION OF COPYRIGHT LAW.
SPECIFICATIONS
UNIT SIZE — 50 CM X 50 CM X 2.5 CM
(20" X 20" X 1")
AVAILABLE IN 9 STANDARD ROLL SIZES
UNIT WEIGHT — 510 GRAMS (18 OZ.
OR 2.0 KG (4.5 POUNDS)
STRENGTH — 402 KG/CM (5720 PSI)
COLOR — BLACK (STANDARD)
RESIN — HDPE (WITH SOME POST —CONSUMER
RECYCLED CONTENT)
PLAN
GRASSPAVE2 SQUARES
ADJACENT GRASSPAVE2 SQUARES
—SEE ENLARGEMENT BELOW
_HYDROGROW MIX BELOW RING
ISUPPLIED FREE BY MANUFACTURER
RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND)
COMPACTED SANDY GRAVEL ROAD BASE
13 0= 957. MODIFIED PROCTOR DENSITY
J! — 6 INCHES TO 12 INCHES
�' (DEPTH OF BASE COURSE TO BE
o: DETERMINED BY ON —SITE ENGINEER)
— COMPACTED SUBGRADE,
SECTION
OF GRASS ROOT MASS 6 MM
/4") ABOVE TOP OF RING
iSPAVE2 ATTACH WITH
AP —FIT FASTENERS
MASS TO FILL
!ASSPAVE2
ACTED SANDY GRAVEL
ENLARGEMENT BASE COURSE
REMAINING ANCHORS
NG PERIMETER AND
i TRAFFIC AREAS NOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR
LANDSCAPE DESIGNER.
•.aseaa =ds pin may b. pW,.r!
Invisible Structures, Inc. — 1600 Jackson St., Suite 310, Golden, Colorado 80401
800-233-1510 OR 303-233-8383 — Fox 303-233-8282 — www.invfslblestructures.corn — Rev. 08/04
20'
ELEVATION VARIES
SEE GRADING PLAN
NOT TO SCALE
Invisible
Structures, I-c.
GPDET.DWG
FOR SPOT GRADES 2.5' WIDE WHEEL STRIP
0 6' ON —CENTER
(FILL GRASSPAVE WITH
GRAVEL). GRASSPAVE
GRASSED SECTIONS TO BE WITHIN GRAVEL SECTION
% SEEDED IN ACCORDANCE TO BE ANCHORED VIA
WITH SEEDING STAINLESS STEEL FENDER WASHERS 1AND
SPECIFICATIONS PROVIDED
IN LANDSCAPE PLANS 8' GUTTER SPIKES (6
ANCHORS PER SQUARE
METER)
GRASSPAVE FIRE LANE DETAIL
N.T.S.
TYPICAL GRASSPAVE2 DETAIL
CHOOSE THIS PRODUCT FOR REINFORCING GRASS WEARING c
�GRASSPAVE
COMPACTED STONE TO HAVE 40%
VOID SPACE.
1600 Jackson St., Ste. �51•Q—­r
GOLDEN, COLORADO 80401
800-233-1510 OR 303-233-8383
FAX: [phone] OR
303-233-8282
www.invisiblestructures.com
rev. 10/05
8" WIDE X 12" DEEP
CONCRETE CURB EDGING
(TOP CURB FLUSH WITH
GRADE)
ARCHITECTS
514 Market Street
Wilmington, NC 28401
Tel - [phone]
Fax - [phone]
MAY0 2015 I
I
Q)
a
z 0 0
41
O 0
14
U � �
z
A
U
H � b
-i�—� q)
00
M
Z
_0
U_ -J
J
Q
a F'
ao
d
Z
LU LU
a I --
a Cn
U
REVISIONS
JOB NUMBER
P12021
DRAWN BY
DAD
CHECKED BY
DAD
DATE
SEPT. 19, 2014
SHEET NUMBER
P-5
2/19/2015 10:02 AM

BEFORE YOU DIG
CALL TOLL FREE
1-800-632-4949
IORTH CAROLINA
ONE CALL
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
lS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
DOSTNG BULKHEAD
TO BE REMOVED
EX CANAL TO
BE MUM
PROPOSED 15' RCP
CANAL FILL X— SEC
HORIZONTAL SCALE: 1' - 40'
VERTICAL SCALE 1' - 10'
NORMAL POND
ELEV. O 0.4'
INV. 0 (-2.0')
PROPOSED POND
BOTTOM 0 (-2.0)
dp
as
SEE LANDSCAPE PLANS
d
_
FOR PLANTING ZONES
INFORMATION
zj I
d
ail
I
MONK OUTLET POND
CONTROL STRUCTURE (SEE
DETAIL. THIS SHEET)
TOP 0; ELEV 24
SECTION VIEW A— A
PVC SW40 0 0.07E
�1 �
3 �
CIN Fp i
� �Q t ION
p
g3
�
SEE LANDSCAPEPLANS
F
13
•- #�
SEE—LAS
FOR PLANTINGZONES
i;s.
PLANTING ZONES
INFORMATION -
d b
aJ
110
a
o
w
aa
rg INFORMATION
HORIZONTAL SCALE 1' - 40'
VERTICAL SCALE: 1' - 10'
SECTION VIEW B— B
DEEL ENGINEERING, PLLC
CIVIL ENGINEERING SERVICES
FIRM LICENSE P-1045
1004 WEST FIFTH STREET
KILL DEVIL HILLS, NC 27948
Phone: [phone] E-Mail: dadeeleng®gmafl.com
1 2/17/2015 MODS PER CAMA COMMENTS
NO. I DATE REVISIONS
COPYRIGHT cZ)2013
DEEL ENGINEERING, PLLC
THIS DOCUMENT IS THE PROPERTY
OF DEEL ENGINEERING, PLLC. ALL
RIGHTS ARE RESERVED. ANY
REPRODUCTION OF THIS OR
POSSESSION WITHOUT PRIOR
PERMISSION OF DEEL
ENGINEERING, PLLC, WILL BE A
VIOLATION OF COPYRIGHT LAW.
MONK VIER OUTLET CONTROL: NCDOT STANDARD 840.35 DROP 09U
TO E MODFlm TO NCWDE A MOW RDR AS $IIOFSN. MOM( TER
TO CONSIST OF A IWOR00VE MALT INTO THE MIDDLE OF THE
STRUCTURE TO A1D1F THE INSERTION OF DIwENSI N& Y TREATED
LUMBER TO BE INSTALLED TD PROVIDE A VEIR EIWEQH THE
CHAI/EAS GROOVE SHALL E CONSTRUCTED SUCH THAT
DIMENSIONAL TREATED LLMER CAN SLIDE INTO GROOVE MANUALLY
FROM ABOVE CONTRACTOR TO DELIVER SIRUCTI) E INSTALLED NTH
MONK WON BOARDS SET 10 CONTROL POLO ELEVATION AT 044' MSL
MOWED NCDOr STANDARD
NQ38 DROP NLET
A
A
'..: -U' H+VD mw oONemm TO POD
.... ...
- CONTRACTOR TO OONECT
T) EX 0' MAT EXISTING
Y S•
INVERT ELEVATION (APPROC
Ems• (-0--))
CONTRACTOR ro INSTALL
MEN Ir PVC SOW PPE ro
CONNIVOT CONTROL
URE 10 POD. NV.
:..
..
ESTRRUCC
_
- I
Ili
PLAN
MyORCOVES
INTO STRUCTURE
E
FRAAND LUTES
WALLS 10 �VErN
NOMINAL
AS
,OMIENISONAL
��
TOP
7°P vSTRUCTURE.2,
O ELEV .
EV. 2WE
• ELEV . u'
CONTRACTOR TO INSTALL r DIMENSIONAL
TREATED LUmR 01ATaE WAGE) SET TO
MAINTAIN WATER LEVEL N POLO AT
'
ELEVATION 0.4' ,.�
GROOHO TO BE ITRIED INTO STRUCTURE
WALLS ro RECEIVE Y NOMINAL
FOR US) AS
....._
..
BARE pl
CONTRACTOR TO CONNECT
ro ETC O• PVC AT IOISONG
....
INVERT ON (APPROC ^�
nEV.Mr))
CGNi INSTALL
. RACRORLLREISUALL YNADE)ISIT
TREATED T
MABRAIN WATER POD AT
N E
PyC OUTLET .P[
ELEVATION OX
\
• _ -
,o 0 CNNBCT
I
I
m LTRA
NOM 6EV SM (ARRLOL
.
BOTTOM STRZUCTURE
30H40 CONNECTION TO POD
;
(PVC DIV.
00".(-ZW) RE
MGN s OUTLET CONTROL, NODOT radu D 810�s DIRT BEET
a71A' liTMH
Il8 BI A —A ► Z 11E/L1 IL8 A
A—
M t M00FED M INCLUDE A MOW a AM S40M MEN 031
OON9Sf OF A 1XV004E NLT PM 'HE MOCLE a M
�..�LE ro ALLOW THE NSRROR OF DBOOONAL 7' TILTED
..JIBiR M E INSTALLED ro _11Q A WEIR ET"S" TIE
CHARER& GROOVE STULL E CCMSIRJCRD >t1QH TUT
�,OOIAL 7RRAlED LUIORR CAM 1EiN[ NTC CROOK MAALLALLY
FRO' ,wRE. CONTRACTOR ro tlE17VBR sWucnnE INSTALLED f1H
,, a SET TO CO""'°` POD ELEVATION AT a` WSI_
POND CONTROL —STRUCTURE
MODIFIED NCDOT 840.35 DROP INLET. STRUCTURAL DESIGN TO CONFORM TO NCDOT S r iv_ A'zcs
- SEALED SOP DRARBM AREM BESUBMITTED TO DEL EHGBFRSNG PLLC
FOR REVEW PRIOR TO CONSTRUCTION
No
ARCHITECTS
514 Market Street
Wilmington, NC 28401
Tel - [phone]
Fax - [phone]
0Y.,
TW ,--1
U
a
z�-I z
w I -I 4
O
U
z
A
U
H 'b
cd
U)
z
0
r
UC/)
J Q
Ga. W
ao
F_0
�z
Lu <C
ary
a(D
a
t)
REVISIONS
JOB NUMBER
P12021
DRAWN BY
DAD
CHECKED BY
DAD
DATE
SEPT. 19, 2014
SHEET NUMBER
P-6
2/22/2015 11:02 AM

0- .,
EXISTING LOT LINES FROM THE PINE
ISLAND ESTATES SUBDIVISION (ALL LOTS
ARE UNDER THE OWNERSHIP OF THE
NATIONAL AUDUBON SOCIETY — SEE
SITE PLANS FOR INDIVIDUAL LOT
DESCRIPTIONS AND PIN NUMBERS)
CO
h
O
A
Cb
EXISTING TREE
CANOPY LINE
WASTEWATER
FORCEMAIN ALIGNMENTS
PROPOSED ASPHALT
ACCESS AND
TURN —AROUND
SURFACE
EXISTING 7
BAY GARAGE
BUILDING
EXISTING
FIELD
EXISTING FENCE
DINING HALL DUPLEX
WASTEWATER DISPOSAL SYSTEM
'N�`�� ` GUIDE QUARTER'S AND OPEN
AIR SCREENED PAVILION
WASTEWATER DISPOSAL SYSTEM
140
NEW WORKSHOP
DISPOSAL SYSTEM
m *; \
40\r
X . r
\
f'
PROPOSED ASPHALT
ACCESS AND
TURN —AROUND
SURFACE
EXISTING
WETLANDS
(TYP)
EXISTING
WETLANDS
(TYP)
I
\\ cama
P44
0%w a
1 �\ AM-
\. A
AL '.
a a�
as a = '
a
a
vM
EXISTING COTTAGE TO
BE RENOVATED
EXISTING COTTAGES
TO BE RENOVATED
EXISTING COTTAGE TO
ATLANTIC
OGEAN
-13
"Cl
br
b
SITE
GURRITUGK
SOUND
C URRIT UCK / CO
DARE COUNTY
VICINITY MAP
N.T.S.
BE RENOVATED
EXISTING \
ASPHALT `
' ACCESS ROAD
\
BEFORE YOU DIG
CALL TOLL FREE
1-800-632-4949
IORTH CAROLINA
ONE CALL
\ \ EXISTING 4"
WATER MAIN TO
� REMAIN
\ \may``\ '. ,'•t
��
\\ ... EXISTING 12
WATER MAIN
EXISTING GUIDE '�`, ` •� � '+
QUARTER'S TO BE
AL
�! ` /
- 4 RENOVATED
PROPOSED NEWAL A a s TO AN OPEN AIR
WORKSHOP SCREENED PAVILION
AL
i = �l '•
a
a err � a a ...�„�` • � ATANIIO AI.
a a..`
a
EXISTING TREE
CANOPY LINE
a /
46
AL
EXISTING
`a
a / •� _ :•
CANAL ., - 1 ► O
RENOVATED LODGE I
WASTEWATER „
f DISPOSAL SYSTEM EXISTING fi {
PROPOSED ! WATER MAIN
ELEVATED';
WALKWAY
BEGIN REPLACEMENT
OF EX. 4" WATER MAIN
PROPOSED
DINING HALL
EXISTING PARCEL I '
BOUNDRY LINE
I
;PROPOSED
�PARKING i
r
manamw
1'
PROPOSED -
` WATER MAIN a i
,
t
4 _ ` EXTENSION
i 4 ,
` i
L
! ter
i
...AM IAWI.... i
r
, EXISTING PARCEL
BOUNDRY LINE Q
� a 1
t
` • a A
J.
EXISTING - a �` ' EXISTING 12"
LODGE TO BE , , _ _ "'' WATER MAIN !
RENOVATED A a::;:.'
+ , , I I
a a , a
EXISTING
WETLANDS
(TYP)
1 ,
EXISTING
.. WETLANDS
a ,A,`F. (TYP) I '
AL •
AIL
- r 1•
AL
+ a
Es 1p",,�y''�
a SEAL `
26980
' PE
NO. I DATE I REVISIONS
I el-u f
' Cngin�erinq, ���C
CIVIL �N61WPIN6 5�PVIa5
FILM XrN5E NO P-0929
JANI,A'JF26�t5�CNAp1EF,NFT - �h�21 WECKNEF ST,. KITtY NPWK, NG - C 252) �h89-71�h3
GOPYRl6MT ® 2.om
ANLAUF 5\151M ie 86, MJ-C
TM/5 v0C4#_ NT /5 ne
PROPERTY OF A
BtfS//�1t%16, FUC. ALL R/6MT5
ARE 1ZF5MV cO. ANY
REPROrxGnOM oP rM/5 OR
FV55E55/ON W ni-e li PR/OR
FLWMWOW OF AtA,4W
E/1�5/Ad5W- /M6, PUC, IN/U BE A
WOCAn0H OF COPM16Mr LAW.
NOTES:
1. PROPERTY OWNER / APPLICANT: NATIONAL AUDUBON SOCIETY
225 VARICK ST., FL. 7
NEW YORK, NY 10014-4396
2. PROPERTY IDENTIFICATION: GLOBAL PIN #9942-59-0885
PARCEL ID #0128000002A0000
300 AUDUBON DRIVE, COROLLA, NC
3. RECORDED REFERENCE: DB 268, PG 860
4. PROPOSED/EXISTING USE: WILDLIFE PRESERVE
5. PARCEL TOTAL AREA: 383.58 acres
6. SCOPE OF PLAN: PLANS ILLUSTRATE THE RENOVATION OF EXISTING
ON —SITE STRUCTURES, THE ADDITION OF A WORKSHOP, DINING HALL AND
OUTDOOR SCREENED PAVILION, AND THE ADDITION OF PARKING AND TRAILS
IN ORDER TO HOST EDUCATIONAL RETREATS ON THE SITE.
7. PROPERTY IS LOCATED IN F.I.R.M. ZONES X' AND AE 6' AS SHOWN ON
PLAN (NAVD 88). ZONES SUBJECT TO CHANGE BY FEMA.
8. BOUNDARY, WETLANDS, SHORELINE, FLOOD ZONES, AND EXISTING LAYOUT
SHOWN FROM A COMPILATION OF SURVEY INFORMATION BY STYONS
SURVEYING SERVICES, BOWMAN CONSULTING AND DIGITIZED INFORMATION FOR
AERIAL PHOTOGRAPHY.
9. ALL UTILITY WORK WILL REQUIRE PERMITS FROM THE NCDENR.
10, ALL UTILITY CROSSINGS MUST BE IN ACCORDANCE WITH THE
REGULATIONS OUTLINED IN THE NORTH CAROLINA ADMINISTRATIVE CODE
(NCAC).
PLAN LEGEND
,."
EXISTING ASPHALT PAVEMENT
A i
EXISTING WETLANDS
PROPOSED CONCRETE
PROPOSED ASPHALT PAVEMENT
PROPOSED 20' GRASSPAVE FIRE
ACCESS DRIVE
F771
PROPOSED PERMEABLE CONCRETE
PARKING
1
PROPOSED PERMEABLE PAVER
BLOCKS
REBAR SET
.
50 PENNY NAIL AS SURVEY
TRANSVERSE STATION
S.S.S NAIL & WASHER SET
Oe
WATER METER
■
PHONE PEDESTAL
CAN
X X
EXISTING FENCE
OQ
EX. OP
ONCGS
MONUMENT "Run 1995"
EX. CM
®
TRANSFORMER/POWER BOX
WATER VALVE
®
BORING STAKE
BIRDHOUSE
0
GAS TANK
EXISTING CONTOURS
6'
PROPOSED CONTOURS
EX. UNDERGROUND POWER LINE
— —
EX. UNDERGROUND COMMUNICATION LINE
• • ' • • • • '
APPROXIMATE UNDERGROUND UTILITY
EX. UNDERGROUND GAS LINE
n n o n n
EX. WATER LINE
EX. TRAVERSE LINE
EX. WETLAND DELINEATION LINE
PROPOSED FIRE HYDRANT
PROPOSED THRUST BLOCKS
►�
PROPOSED GATE VALVE & BOX
❑M
PROPOSED WATER METER AND VAULT
QEX.
WETLAND DELINEATION FLAG
EX. TREE
A R C H I T E C T S
514 Market Street
Wilmington, NC 28401
Tel - [phone]
Fax - [phone]
N
N
U
z0�
o
�
z
U
0!8Cd
'�
ug
Cd
Z zp
J U
ary
J z
O
J �
LU
J Z
>w
�0'•.
hd •
REVISIONS
JOB NUMBER
P12021
DRAWN BY
JJA
CHECKED BY
JJA
DATE
SEPT 25, 2014
SHEET NUMBER
P-7
2/19/2015 3:26 PM