SW7971022_APPROVED PLANS_20120905

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SwLyja�
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
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YYYYMMDD

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NOTES : •;,. 7 d
4 1 . , �� PROPOSED 10' WIDE
-, CONCRETE ACCESS DRIVES % Y
1. OWNER: NORTH CAROLINA PUBLIC AQUARIUM ,z �� V% D PRoEl soEmDlc E�+Ics I�I7+01
(BY OTHERS) r ��r �r p / 3k
'' D p �X GONGRETEdD' �➢� D. 4 \ 95y ' �.
2. PROPERTY ADDRESS: 374 AIRPORT ROAD j1V. \ \ °� a j f.:-
MANTEO. NC 27954 + \\\ ` ` ", �' : f 4
v �' Dp t
4 +
�� -ice- n l v'r \ >- C �:• v' h IX S��
3. THE OWNER INTENDS TO CONSTRUCT A SOUNDFRONT PIER WITH GAZEBO AND - t. ¢ + / . (}� ,��:
A BOAT STORAGE BUILDING AND ASSOCIATED IMPROVEMENTS. 41.
' 1 / 1
4. PROPERTY RECORDED IN D.B. 200, PG. 397 ;.� - 4 $ �5 �\ / . ' r �4 • ro!j 4- q�� / �°�
DARE COUNTY PIN#: 9870 11 55 5186 ; ,,: `�: 4 ( .� D• .• 4 D p . 4 D p• a dD �'
1p .4 p �� d D 4 •D 4 D d p D
-1.
5. PROPERTY ZONED: INDUSTRIAL DISTRICT (I-1) a D \ 4 p D Ex coNr,�re p • D • ' • 9 `' D f Q . p
bD 4 D
d • D d
p 4 . 4 }#LR7 - STATLE p 4 D MATCH EXISTING 4 D 4 • D• / /. D 4p 4 D. 4 p
6. SETBACKS PER CURRENT ZONING: FRONT = 15� A ` h d `\ d%, D ��. y .�•�� ' p • r 4 ' 4 _ --D d ryD 4 D 4 .
REAR = 10
SIDES = 20' r F•« r J�— +v +-------
�" ` "� ' PROP-SED PAVER _ _ _ +
ADJOINING RESIDENTIAL = 75' AREA I . PROPOSED x _ —
• • • • +G " ✓ t, a / ?� •;• STORAGE
•j/ # EXISTING PINE \ �ry
BUILDING
7. PROPERTY LOCATED IN A FLOOD ZONE AE (7) AND SHADED X AS PER FIRM , t ; i TO BE REMOVED - — g- Y ��' +
MAP 37209$7000J, DATED SEPTEMBER 20, 2006. _rs' �__ _ — —- j
x Mn _ — PROPOSED KAYAK
I
A
?-'F PRACTICE AREA NEST
(SUBJECT TO CHANGE BY FEMA — — ✓
. -., .. : �!,• -. - '- fY'. 1--;, '-`- "^it.F <�:- .3 X � -:r'3 fit -_ - � •:�,_
�_-- --,.. _.-� "•'� t • � •
.' _. - .ice- - • •• - -
�. .�., W
EXISTING PINES 3 -
L DISTANCES SHOWN ARE � � _. � .t ., � x h. -
NAVD 88 DATUM AND AL I,- ... _ _ _ , ,.. _ _ _��, �,`w.
8. ELEVATIONS BASED ON ..... _�,,. �. ... ,_ �,., ,.. ,.. _�_
. , . .>.. x. ,.1. _ _:. .� . - ,,_ v , � . � . - .. , � .. TO BE REMOVED
l
,
_ - .... 5 .. _
NOTED. l , ...:.. .... _
HORIZONTAL GROUND UNLESS OTHERWISE-.._ � _ .. . - - .: � — — — �.., _.. •' ,�. - -
,.:,,;. -
.... :.... ram,
ON THIS PROPERTY.
• . ,. r
ARE NO DELINEATED WETLANDS y 9. THERE ..,, - -
_ r
- P .397
PROPOSED wwc
D.B. 200 G x .'
REFERENCES. RECORD DEED ... _� .. _.: .. � :.
10. SURVEY - .. ,. -I -
..� ,
_
-�
74 D.B. 753 PG. $11 REFERENCES: D.B. 178 PG. v .
OTHER REFS
x_+ • . 1 \
.. - �..�
D.B. 34 PG. 2 D.B. 834 PG. 7 � s
.-. •. ---.. ..-. .. .: .. :.- ___. __._..... :-, ..- :. .. tee...._ - - -
f — x ,. �.
a :-.._r.. _..-. y� -.�� -
PG. 885 D.B. x _ � ..,� D.B. 895 � � -
Rp
P.C. 7 SL 4--
M.B. PG. 1698 _ -
- — —
-
_ � .: - - ., r .... `-. - .-... -, :- :_ ...-.-. - `: _ : : ... - •. i ' \..--'-�--ram,.-� - 'a.1.-�
-5
_ ..
ABOVE REFERENCED DEEDS
HEREON BASED UPON .. -
LINES SHOWN _
11. BOUNDARY
AND FOUND MONUMENTATION.
r
PLATS - ,. ,
• — _ ,T ,
r _
_ -
RLE &ASSOCIATES LTD. -�
OBTAINED BY ALBEMA __ :. � . , _ _ _, _.: . • -..: � _.. _ - ;, ...
12. SITE SURVEY INFORMATION
--
.. HYDRO R SURVEY ,
R 13 2010 D 0 -
SEPTEMBER 8 2010 OCTOBE 7-
BETWEEN
1
OBTAINED ON FEBRUARY 15 2D12. .:77
-
INFORMATION OB ED
Ir1: Md. , -' ---- - /
ACTS THAT MAY BE DISCLOSED BY A FULL
13. THIS SURVEY IS SUBJECT TO ANY F 25.0--r'�'
AND ACCURATE TITLE SEARCH. --`� —
�-
r — — 1
_ • . _, %•— FppROXtrV`Tln LD!',IkT10h1 �` / /
14. LOT AREA (COORD METH) = 730,718 SFt (16.77 ACf) — — —
2-�
PROPOSED - - -
�R
CAREFULLY REMOVE ARMOR STONE TO KAYAK LAUNCH
NORMAL TER INSTALL PILES (t25' WIDTH), REPLACE 6.30
Lt-4aw( --- -- - ---- - - - --
ARMOR STONE UPON COMPLETiOa OF
PILE INSTALLATION
_/ ----
f—OVYAL V7CMTY MAP
GRAPHIC
� N.T.S. SCALE
20 0 10 20 40
(IN FEET)
1 INCH = 20 FT.
J — —
,'+
PROPOSED
+'
— — — '-
FLOATING DOCK
J
__ -
M /
+
PROPOSED
/--.'..y
ALUMINUM GANGWAY
/
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6.30
PROPOSED
P
41 0 c
EDUCATION PLATFORM
,q�x
/
FFE 3_00'
+
/
+
PROPOSED
LANDING 4.66'
+
+
PROPOSED
PIER
0
+
MJ*3IARLE SDUND
4
PROPOSED
i
+
+
ADA FISHINGCOMPLIANT
AREAS (TYP}
PAMLICO SOUNJD
Y HATTERAS
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PGAZEBOD
PIP
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Pia
+
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NW
RW MONUMENT FOUND
@kw
PK NA!L SET
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IRON ROD FOUND
196W
CONCRETE MONUMENT FOUND
C6
IRON PIN FOUND
— —
RIGHT OF WAY
BOUNDARY LINE
EXISTNG POWER POLE
-c
EXISTNG GUY WIRE
OVER•iEAD ELECTRIC
O
EXISTNG TELEPHONE PEDESTAL
EXISTNG LIGHT POLE
EXISTNG CONTOURS
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EXISTNG SPOT ELEVATIONS
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STORMWATER
APPROVED
NORTH CAROLINA ENVIF;ru ,,r!ENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER CUALITY
Date 20
Permit
tW i�rj F
PeD�+�•�- yMc}O
'`'y`­~-"-`- "-'%
EXISTING TREELINE
X
EXISTING FENCE
4) y
NEW TRAFFIC FLOW ARROWS
NEW HANDICAP PARKING SPACE
?�
EXISTING FIRE HYDRANT
�a
EXISTING WATER VALVE
o
EXISTING WATER METER
0ela
EXISTING SANITARY CLEANOUT
EXISTING IRRIGATION VALVE
"■"■■■■■'■'■•
EXISTING DRAINAGE PIPE
---------------
EXISTING DITCH/SWALE/POND
a
EXISTING CONCRETE
::
EXISTING PAVEMENT
CAMA PERMIT SUBMITTAL
north
PLAN: SOUNDSIDE PIER
2q1hmar1e;--
115 West Saint Ctair St. Phone: [phone]
P.O. Box 3969 Fmc [phone]
KAI Devil Hills, NC 279" w Al4ema,leAsscdates.cam
q Cartllicate of Licansura No. C-1027
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DOCUMENTS
SCO PROJECT
10-087 - 39 01 A
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PRINCIPAL-
FBS
PROJECT ARCHITECT: FBS
DESIGNED BY: FBS
DRAWN BY
KCA
CHECKED BY: JMD
PROJECT NUMBER: 111ORIA
ns306H
SITE PLAN
C=2mOl
22
JUNE 2012
M
IF

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LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN HAVE BEEN TAKEN FROM RECORD
DRAWINGS. EXACT LOCATION OF THESE UTILITIES IS UNKNOWN. LOCATION OF OTHER
UNDERGROUND UTILITIES IS UNKNOWN AND HAS NOT BEEN SHOWN ON THESE DRAWINGS.
ALL UNDERGROUND UTILITIES ENCOUNTERED SHALL IMMEDIATELY BE REPORTED TO THE
CONSTRUCTION M,.r4AGEMENT GROUP. CONTRACTOR MUST FIELD LOCATE EXISTING PIPING
SHOWN HEREON AND VERIFY CONSTRUCTIBILITY OF COLLECTION SYSTEM PIPING. SOME
VERTICAL ADJUSTMENT TO PROPOSED COLLECTION SYSTEM MAY BE NECESSARY.
+'
AI'llp Aa1ATE LOCATION
1 6r EX SANITARY `EWER
MOM REG--RV DRAl
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p . I P �FII�0TSED ; .. ' :I.'�'•' f:•• � CON �7E A06�S GP 5APPROX�r1NiFARL�SEW� /I' : b 4 p. --- -
Id ADDIiTIOEN ;� DR (BY OTHER PROM Rr0litZD DRAwr d J } f _ y(
r (BY ERS) , �. _ •yt , ' I' D �� 1 ,' V . / ( t\
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D I DOWNSPOUTS CONNECT BUILDING
q ` �Q D nc 51 �D / ,,�` ii
RIB W. l + a Q -_ �\ 4 "Lv 7 }
I DROP INLETS 1 do 12 PROPOSED PflaP houst \ e+ p � - � )
,p, -�11 WATER AND •'� 9?' 4 / I _ ;;;,:
°� I a ELECTRIC I < . �4 P 1NEET . - - . I \ D / ,�' f 'iii %`,. .�"�
SERVICES 8.9D4 / •-a ' � �, // % � , +
/ / /., %t
I DROP INLET 1 I I.: ..'�.. L I IN 5.10 � , .}. 1
RIM 8.90 I I Q b�\ �
I ' INV. 5.30 I ' ' +v�p' I I OUT 5.00 j b.. / \\ , \
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d D d p • • • AOf(1�IATEr LGGATION d J d I, P , d D /
DR/155G6EA \ a d D' . MATCH EXITING' . . a D • . •. . 1- • • y D 4 TE f OF Ex Flilv�ItJ� 1 n d APPRO1t1MTE LLL'ATION ), p d "` d .�y y
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\ p lPi. y •�.y'1 A p D d;7 trp I d RFGORD DRAWIJC� I`_
�- .- ,' 1lill -." .. A . -- b ps ----
,� • e .Q 7y SripA(.iC PROPOSED PAVER r-, PROPOSED KAYAK I x
" � • ,; 'I 1�" + AREA r . PROPOSED �` PRACTICE AREA �I
.\: .� {-' a'; • . STORAGE �� JUNCTION BOx 2 l
\1\ � �/: fr, , tt p •a ExIS11NG PINE ..r '.. r1 TOP SET TO MATCH GRADE `
Jr BUILDING
�' ��� \ INV. 0 5.40 TO BE REMOVED g- J TOP SET TO MATCH GRADE df1
i'" `zi_ t> _ 9.5� INV. IN 4.7 �' t252 LF B' P!)S INV. IN 3.25 . - _
�- �,r� a`.'"
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CRAP , SCALE
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PROPOSED
PROP
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/ 1. USE 4,Q00 PSI CLASS CONCRETE THROUGHOUT WITH REINFORCEM T
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- -- -- PER NCDOT 840. 5. STRUCTURE SHALL COMPLY WITH'ASTIuF C913 /
- --� CAREFULLY REMOVE ARMOR STONE
, .. ,- -'
;/
LAUNCH
�
,
CE
J INSTALL PILES (25' WIDTH), REPLACE 6.30
WA iPR
'
+�
ARMOR STONE UPON COMPLEl10��II OF
Lem- i PILE INSTALLATION/-------` ---.__._
---
----.../
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FEET)
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: / 2. PROVIDE ALL DROP INLETS OVER 3'-6' IN DEPTH WITH " ON
S4Q
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(IN
/..-
l X
X CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 666
1 INCH - 20 FT.
--------- ,,I�
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1.1
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-
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. .
3. MAXIMUM DEPTH IS LIMITED TO 1 Q. FOR WAFFLE BOXES.
18" SQUARE TAPEF
HDPE CATCH BA'
COMPACTED SOIL
J" GRAVEL BASE 4- TI
DEEP BELOW BASIN. T,
PREVENT STANDING WATER.
NTS
1 B" SQUARE
-) -
SWALE DiET.4L
NTS
4. CONSTRUCT WITH PIPE INVERTS AS INDICATED ON PLANS.
5. REFER TO NCDOT STD. DWG. 840.02 AND 840.14 FOR BOX
DIMENSIONS.
6. PROTECT DRAINAGE INLETS FROM SEDIMENTATION USING SILT FENCE
UNTIL STABILIZATION IS COMPLETE.
TRAFFIC RATED PRECAST
REINFORCED LID = 7. JUNCTION BOX TO HAVE 24' MANHOLE RING AND COVER SET TO
FRAME SHALL BE BICYCLE SAFE -\ Y EXISTING GRADE.
IF LOCATED IN SIDEWALK OR PLAN
PATHWAY. COORDINATE OPENING REM ELEVATION
WITH NCDOT 840.14. NCDOT PRECAST DRAINAGE
1 & GRATEsm. 840.16 �ME STRUCTURE (NCDOT 840.45)
SEE PLANS ' VARIES 6"
(TYP)
! " tl-. '.
--- -
SECTION X-X SECTION Y-Y
L/l7LE RUE-7 AAVD JLWTM BOX north
NTS
PLAN: SOUNDSIDE PIER
_
bemarle
TES, LTD,
E,�, inaenna - Environmental - Land Pannlno
115 West Saint Cteir Si PFgne' [phone]
P.O. Box 31M Fax: [phone]
KNI Devil Hills, INC 27948 v j1jbemadoA,lll datea.ccm
Certifinte of Licansure No. G1027
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PERMITTING
DOCUMENTS
SCO
PROJECT #:
10-08739-01
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PRINCIPAL:
F$S
PROJECT ARCHITECT: FIBS
DESIGNED BY: FBS
DRAWN BY: KCA
CHECKED BY: JMD
PROJECT NUMBER: 111 DRIA
06306H
STORMWATER PLAN
C=101
22
JUNE 2012
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B.M. EI.=10.73
CONTROL REBAR #2 GRID COORDINATES
NORTHING - 805328.6634
FASTING - 2975977.7775
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B.M. EI.=11.62' 60 ` p/w
CONTROL REBAR �'I �[
SEED AND ESTABUSH VEGETATIVE COVER
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ANCHOR FILTER FABRIC IN A 6" TRENCH (TYI
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TYPICAL S WALE
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NOTE: JOIN FILTER FABRIC BY ANCHORING WITH
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1. SEE DEMOLITION PLAN
2. EXISTING PHYSICAL INFORMATION PROVIDED BY :
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STYONS SURVEYING SERVICES.
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3. SEE LANDSCAPING PLANS FOR MAIN ENTRANCE
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PATIO DRAINAGE.
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4. PROVIDE FILTER FABRIC UNDER RIP -RAP.
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SYSTEM 11
BOX RIM II-N II-E II-W 10 11-N --' INVERT IN NORTH)
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DI-1 10.5 - - 8.10 8.0 1I-E - INVERT IN EAS
11-W - INVERT IN %ES
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DI-2 12.3 - - 7.7 7.6
DI-3 12.3 - - - 7.6 10 �- INVERT OUT
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0 , .
FD-4 10,9 - ""� - 7.7* DI -- DROP INLET
FD -- FLOOR DRAIN
DI-5 112 7.3 7.3 7.3 7.2
F.E. - - - - 7.0 F E. - FLARED END
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Box RIM a-N II-E II-W 10 APPROVED
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01-8 9.8 - - - 5.3 o vmm wr m gw " n
DI-� 9.s - - 5.7 R
JOB NUMBER .
95014I .
- u
DI-10 9.5 - - 5.5 5.4 o a-
DI-11 9.3 5.0 5.0 5.0 4.9
DRAWN BY
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B TN . .
F.E. - - - - 3.8
.
POND
SIDE
BOTTOM
HIGH
FREE
GRADE
SLOPE
ELEV.
WATER
BORD
ELEV.
1
3:1
B.5'
9.5,
0.5'
10.5'
2
3:1
3.33'
7.33'
1.0'
8.33'
NOTE:
MAINTAIN
A 10.5' BERM ELEVATION
FOR POND
SPILLAGE OVERFLOW
CHECKED BY
CFG
DATE .
09.1.6.97
41
SHEET NUMBER .-
1� •
O 10.0' FOR POND #I. .
FINAL DESIGN -NOT RELEASED
FOR CONSTRUCTION
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