SW7101102_APPROVED PLANS_20110131

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE�((��
YYYYM M D D

\ MANNS
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KILL DEVILL HILLS
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oo" •.� ATLANTIC OCEAN
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INLET
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PEA ISLAND
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E 1 X. 5" PLASTIC CULVERT
DAMAGED de
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FILLEDWITH DIRT
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7
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-
INVERT- 6.0' NAVD 88
ELEV. TOP-. 7.4' NAVD 88
-
•. NOW OR FORMERLY -
DARE COUNTY
_
1n O
P 0 BOX IDOD
I-
_ �\ MANTEO, NC 27954 = Z O
QUCD
RODANTHE �� COUNTY FACILITIES Lu U Q I-
ZONE RL _
VICINITY
!� A I �/ MAP
A. f] NOW OR FORMERLY ` a J O Of W
V1CINIT I MA NOW OR FORMERLY � - NOW OR FORMERLY - i CARGILL, THERESE M CONCRETE �` / C) Q O u ly O
SCALE: 1 CARGILL, THERESE M CARGILL. THERESE M 4129 VIRGINIA DARE TRAIL PAD �� - - : - N W 8000' - O a
4129 VIRGINIA DARE TRAIL \ - 4129 VIRGINIA DARE TRAIL - KITTY HAWK, NC 27949 . . / 2 Ix a O.
KITTY HAWK, NC 27949 RESIDENTIAL USE I- W LL
KITTY HAWK, NC 27949 �� - L.I W W I- Z O
VACANT ZONE RL
NOTES: - - RESIDENTIAL USE ZONE RL /�/'�/j \� OU LJ 1n LI_ IY O O W
ZONE RL LAG!; :. LL �l O co LL
1. OWNER: CROATOAN LAND COMPANY, LLC �6,1 `71 `81 ...: �� ... •..^. - - - - _ _ �. Q I- U 2 O
U W
W 1=
P.O. BOX 1087 - - `/ : �� - _ p K 3 O
NAGS HEAD, NC 27959 -
DB: 1832; PG: 371; 5/10/2010 _ - PROP. �\\ - U 6 U = O O Il W
„ WATER '. -CL
METER 521_44_22=EE - - - - _ - - _ C3 _ j J 0
2, PIN NUMBER: 988308787546 - \� ' ' (TIE LIINE ONLY) - 208.62' _ - - - - - J
IK
PARCEL NUMBER: 004354000 N19'21 00 W -•+ ,' 15 _ .r.t.�-'-,•'-: �•T' - - - - - Rlw a (o U CC 3
LOTS 1 & 2, BLK 13, KILL DEVIL HILLS REALTY CORP SUBDIVISION - - _ - _ - 150.00, - - - 75.00' T UGND 75. 976 60 O Q = oLI_ QW OQ
PNR N 3/4" WATER SERVICE RETAINING
5 �\\ .... .SA
ROO -HANG �X. D 'INLET R ..EX,' DROP INLET-
3. ZONING: C - - - 10' REAR BLg�SETBACK_ I " /CRAT>_- 7.9 •.. ELEV. T/GRATE- 8.6' M -
.. •" \ RND 7 Q --' .'SWALK p.�:INV• PIPEBoTroUTO OWESTa95.9', INV.BPI EOITO SOUTH-85.8'.
4. EXISTING USE: VACANT - - - ' INV, PIPE•TO NORTHv 5.8' INV. PIPE TO NORTH- 5.8'
PAD 9.9 26' 23 18 INV. PIPE TO WEST- 5.8' O O
5. PROPOSED USE: OFFICE �\ TWO STORY 24 Ol �� NAw 88, _ �F to
LIo o. ONE STOR Q ' t0• �. �� / rn o
6. -FLOOD ZONE: AEA (SUBJECT TO CHANGE BYFEMA) PANEL - J, SEPTEMBER 20, 2006 - G N SF GROSS 944 SF G SS O, EX 18" METAL CULVERT
..�Y.1M�,�G\P\• O. Off\ •'' . INVERT= 5.6' NAVD 88
7. REFERENCE FLOOR ELEVATION: 10.7' NAVD 1988; FINISHED FLOOR ELEVATION: 11.T NAVD 1988 ;.•;• \• C,�')gV\�0\AG, 7.15' ' N Z m\ 1 oos , , , .- -.. ELEV. TOP- 7�AVD-6!3' _ a O O
F.E.=11. M ���'�\ \ �m ----- _ - W �, z
B. SITE AREA (UPLAND -NO CAMA OR 404 WETLANDS ON SITE) : 21,167 SF ' . ,,, \ 6\ I ��s. b • - 5' _ _ W Z HT
9. ALLOWABLE LOT COVERAGE BS°G: 13,758 SF.., NF, NE TWO STO 24 �o, \ ...........
�\ \
8 SF GROSS ` ... .. . I ILEGEND;
1C. PROPOSED LOT COVERAGE: COVER •,coovER i ,',. ,,' ..., :. j'Qo1?....;!.;`� •' ` ` 1. 3,279 F 1700 TPRINT zs' Via. ........... _Z.J i x
BUILDING:.. 2871 SF 13.56 °G _.. _ ' , \Do
INVERT- 5.7' NAVD 88
PORCH -DECK: 408 1.93 _ T I I Ex. 18- METAL CULVERT l �i y IN
32.08' 28' -- 8.71 O EXISTING REBA3 �•/ F �t f-- N
'• :• ELEV. TOP- a9' NAVD 68 ® EXISTING WATER METER W O Y
PARKING JR DRIVE: 9573 45.23 'c 0 CQ3ERED D! - to
16.5' �\ EXISTING FIRE HYDRANT
I.
SWALK d STAIRS: 820 3.57 1 5 HC \\ 21 . . ® EXISTING TRANSFORMER
SITE MISC: 84 0.3D - - R OF -HANG SIGN \ 5� ...
TOTAL 13736 SF 84.69 % I 1\ \ r j _ EXISTING STREET SIGN
...:'
6° CONIC:" DEWO( NC. SIDEWALK' n \ n� u
......... P U ... .......:, ��: ' )\� + EXIST SPOT EL. NAVD 88
11. PROPOSED PARKING: _ - \ .... ' ° • �'O -
REQUIRED BY USE: \ : .O\� - S ' PROP
SPOT EL NAVD 88 o
-1 PARKING SPACE PER 200 SO. FT. GROSS OFFICE AREA - - - -
`3� 11 iz 73 to 75 s n to is 3 REPAIR pFAZ \ %9�� HANDICAP PARKING SPACE
NOW OR FORMERLY EXIST 18'
PARKING REQUIRED: 8 TODULE \ 2^ \- EXIST. TOPO NAVD 88
R 200 SF: 23.8 SPACES ' '
4725 SF AT 1 SPACE PER wPeDa,LLc • .. ..
P.P. Box I636 PROP. TOPO NAVD 88
PARKING LOT
PARKING SPACES PROVIDED: 24 SPACES KILL DEVIL HILLS, NC z79ae le AD
OFFICE - PARKING USE . 8' PROPOSED ASPHALT \
ZONE COMMERCIAL
' N zA . �� PROPOSED CURB &GUTTER
12. TOTAL AREA TO UNDERGO LAND DISTURBING ACTIVITY: 26,709 SF N
LI
uo c»z
c .Drn ❑® PROPOSED DROP INLET to
A SOIL EROSION AND SEDIMENTATION CONTROL PLAN IS REQUIRED TO BE - -
APPROVED BY THE TOWN PRIOR TO COMMENCEMENT OF LAND -DISTURBING - o W 0. Z 24 ' . \ y .. : \ EXISTING ASPHALT PAVEMENT O Z
ACTIVITY. A STOREXIST MWATER MANAGEMENT PLAN IS REQUIRED TO BE APPROVED , x p N O ... CD J
BY THE TOWN PRIOR TO SITE PLAN APPROVAL. A STORMWATER MANAGEMENT - 2' CURB •z.\ 2.1" . m z. 'O N R Now OR FORMERLY � O
PLAN IS REQUIRED TO BE APPROVED BY THE STATE PRIOR TO DEVELOPMENT &GUTTER �\ j• \�• O ' \ OUTER BANKS BREWING LLC EXISTING CONCRETE PAVEMENT N Q
\ 30' FRONT BLDG SETBACK tr KILL DEVIL HILOLS,25NC 27948 a
OF IMPERVIOUS COVER -
10' 10' RESTAURANT USE
13. BUILDING TYPE: WOOD FRAME ON PILING TYP. -
TYR. 18' "�o '. �� ZONE COMMERCIAL PROPOSED ASPHALT PAVEMENT O _
10.' MAXIMUM MAIN ROOF HEIGHT ABOVE BASE FLOOD ELEVATION: 30.5 FEET O. 2 j ,\ LOT DRAIN O �1 O 7 O O , 10 \ . , - � O
18 1'J `'j O ,. PROPOSED CONCRETE m >
MAXIMUM MAIN ROOF HEIGHT ABOVE EXIST LOCAL GRADE: 31.0 FEET \ ° F_ Z
MAXIMUM ALLOWABLE CUPOLA HEIGHT ABOVE MAIN ROOF: : 9.25 FEET i \`Z 24' - Cow ' ' ' O_ ' -
CUPOLA HEIGHT ABOVE MAIN ROOF:. 9.0 FEET. - J
5.4' ® 1 ' PARKING SETBACK ��1 0 LIGHT FIXTURE LLj
15. ALL ON -SITE UTILITIES ARE TO BE LOCATED UNDERGROUND. RETAINING �� L
-- 207.4ETIE LINE ONLYWAL- - - - `.� - - - - - - - - - --150.00_. _ - ® / 75.00' T,p PROP LINE 75.00, �i`GR J
18. SEE BUILDING ELEVATIONS FOR PROPOSED BUILDING SIGNAGE DETAILS. - - - - -�'• . - IGH -OF-WAY S, '21 00 E .. \ - J 0
17. SEWAGE DISPOSAL: THE FACILITY WILL BE SERVED BY AN ON -SITE SEWAGE TINS�A� - _ - - - - _ _ --
DISPOSAL SYSTEM APPROVED BY THE DARE COUNTY HEALTH DEPARTMENT. AREA SITE ---R=12'T4o99'. R=12' �r - _ \ LL J W�
TENTATIVE APPROVAL ISSUED 5/12@010• 21 .1 67 SF `•..................... .. . ..... ... ... ....8.07. ... .:........ ......�..... ............ .. ..... .... EX IS* METAL CULVERTINVERT _ LL L� Q
............. ....
Y• POTABLE WATER IS PROVIDED BY THE TOWN OF KILL DEVIL HILLS
18. WATER SUPPLY: _ 7 6 : -
5.6' NAVD 88
ELEV. TOP- 6.9' NAVD BB
............... ..... .. .. ... .... .. ...... ... .... .. .. ..... ....... .. .
WATER DISTRIBUTION SYSTEM. .......................... ................ jI............. ........ ............ ..... ...... .... J
. BLUE JAY ST. - 50 R/W................:.. , � Y J
19. MATERIALS AND CONSTRUCTION PRACTICES TO BE IN ACCORDANCE ....... ... .
WITH KILL DEVIL HILLS AND NORTH CAROLINA STANDARDS AND REGULATIONS. -
. ........
..
20. DRIVEWAY PERMIT AND ENCROACHMENT AGREEMENT ARE NOT REQUIRED. - .... ... - M
21. CORNER PINS AND MONUMENTS ARE EXISTING. - - - - - - - : - _ _ N LLJ
_J L
COMPLY WITH KILL DEVIL HILLS REGULATIONS SEE
-� 5' DITCH
22. OUTDOOR LIGHTING WILL ( - - ^ ^� • _ _ _ i, J
LIGHTING PLAN.
EX. DROP INLET - _ J
ELEV.RATE- 7.3
BOTTOM Box= 5.5' I y
a - - - - AFP
- - R
23. SITE IMPROVEMENTS SHALL COMPLY WITH THE CURRENT NORTH CAROLINA STATE P INV. PIPE TO SOUTH- 5.B' OVED
BUILDING CODE, INCLUDING ICCIANSI A117.1 -2003 JR THE FIRE PREVENTION CODE. - 0 18 - -
NORTH CAROLI to
- NOW OR FORMERLY EX. 18" PLASTIC CULVERT INV. PIPE 70 NORTH- 5.6' _ NA ENVIRONMENTAL 5.4 NAVD 88 INV. PIPE TO EAST- 6.0' ASNN AGE H
DAO. X 1 LLC MENi COMMISSION
24. STREET ADDRESS: 700 BLUE JAY STREET -
P.O, BOX 1532 ELEV. TOP- 8.9' NAVD 88 (GOES 70 RET. STRUCTURE , el O
LAN_
I KILL DEVIL HILLS. NC 27948 BEHIND SHOPPING CENTER) D'ri",ON F WATER QUALITY
23.' SCREENED DUMPSTER PAD HAS SPACE FOR 1, 4 CUBIC YARD DUMPSTER ROLL- - L I �f RETAIL USE
OUT CARTS ARE ANTICIPATED TO BE SUFFICIENT FORTHE PROPOSED OFFICE USE. ZONE COMMERCIAL Aor 3
28. THE PROPOSED OFFICE USE IS ANTICIPATED TO HAVE OCCASIONAL FEDEXIUPS - �" -I' 201 Stormwater Permit Na S A�_7
DELIVERIES NOT REQUIRING DEDICATED LOADING SPACE. NO RETAIL SALE _ DESIGNED DRAWN
- R.D.C. K.O.C.
OR RESALE OF GOODS OR SUPPLIES IS PROPOSED. -
SCALE
27. SITE DATA IS COMPILED FROM A PHYSICAL SURVEY BY STYONS SURVEYING
20'
SERVICES, 612312010. ELEVATIONS SHOWN ARE REFERENCE NAVD 11988.
- DATE
28. LANDSCAPING 14 BUFFERING IS SHOWN ON DRAWING CJ. - _ 7/14/010
29.• A LEGAL INSTRUMENT APPROVED BY THE TOWN ATTORNEY WHICH TIES ALL LOTS
CHECKED
.-TOGETHER SHALL BE RECORDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. -
- q( m R.D.C.
CURR
30.' ONE 64 SF FREE-STANDING SIGN WILL BE PERMITTED. EACH BUSINESS WILL BE - - 20 0 10 20 4O ao - GRAPHIC SCALE REVISION: 8
E - - �\ .
PERMITTED TO HAVE ONE 36 SF SIGN ON THE BUILDING. NO ROOF SIGNS ARE PERMITTED.SY v SHEM
31.* THE UNDERSIDE OF THE BUILDING SHALL BE DESIGNED AND CONSTRUCTED TO /� •� Q SHEET NO.
ACCOMMODATE TEMPORARY STORMWATER STORAGE UNDER THE BUILDING. -
32.• MECHANICAL EQUIPMENT (HEAT PUMPS) SHALL BE SCREENED FROM VIEW BY AN OPAQUE SCREEN �D^• c-'
EXTENDING NOT LESS THAN FROM THE BASE OF THE EQUIPMENT PAD TO THE TOPS OF THE - ( IN FEET _
EQUIPMENT. -
1 inch = 20 ft. O�' OF SHEETS
33. NOTES DISPLAYING AN ASTERISK WERE REVISED BY REVISION 3. PROFECT NO.
10008
to -- -. .
_ , - L � � _ _� �
- - - -----------
Y , . _ _ a _ - _ s. � d _, � :. � :� , -
, . - - - - - _ i L ,...•� �_..! _ .. _ 4. � .. �

CAR
5 = w
GRADING & DRAINAGE NOTES Z86 c p
K
1. ' RIPaRAP D50 - 2" OR 3". MIN RIP -RAP APRON THICKNESS 2 X d50. TOP OF INLET END OF RIP4RAP APRON - • •'• p;' U Ll
•. TO BE FLUSH WITH BOTTOM OF INLET FLUME, PIPE ANDIOR BACK OF CURB; TOP OF DISCHARGE END OF _ ! ,�pH D• CP�F\\\.� � U -
H RIP42AP TO BE FLUSH WITH ADJACENT GRADE AND CONTOUR WOVEN GEOTEXTILE FILTER CLOT /
UNDER RIP•RAP TO EXTEND MINIMUM 2' IN ALL DIRECTIONS BEYOND EDGE -0F RIP•RAP, INCLUDING UNDER - ., ,.. ; ..,. ' .:; :. U NJ
CONCRETE; LAP ANY FILTER CLOTH SEAMS NOT LESS THAN V IN THE DIRECTION OF WATER FLOW.2. ROOF RUNOFF TO BE CONVEYEI •'• - _
DAMAGED & VERT \ �\
3. STORM BASIN RETAINING WALLTO BET ESIIGNED BY AN POND BY UNCEPR FESSIONALOENGINEER IN CONJUNCTION - EX FILLED MTH DIRT ' �� "•. •�`•, , ti Q
INVERT- 6.0 NAVD 88 - 2
WITH THE PILING FOUNDATION DESIGN. ELEV. TOP- 7.4' NAVD 88 ` ' ." LI Y�
4. WRAP GEOTEXTILE OVER TOP OF WEIR & UNDER RIP -RAP.
CCC \\ Q U
S. • MAINTAIN SESCP CONTROLS AT DROP INLETS AND SLOT DRAIN UNTIL PARKING AND DRIVE AREAS AND \� - _ / / ��,�(l 8 ?.'. : W W CO
ADJACENT VEGETATED AREAS ARE STABILIZED. - _ .:'
ul
8. VEGETATED SLOPES TO BE LESS THAN 1:3 (V:H) UNLESS DEPICTED OTHERWISE. CONCRETE z
7. 'COMPACT FILL AND BACKFILL WITHIN 5 FEET OF PAVEMENT, SIDEWALKS, CURB AND GUTTERS, AND THE - \ - \ _ _ / \\� - / z W IUw- 01
BUILDING FOOTPRINT TO MINIMUM 98% STANDARD PROCTOR, WITH SPECIAL ATTENTION TO THE FRONTLO
PORCH SLAB. ALL FILL, BACKFILL AND COMPACTION WILL BE SUBJECT TO TESTING. l - `8\ ,; \\ LO Lu CL < S 3
S. NOTES DISPLAYING AN ASTERISK WERE REVISED BY DRAWING REVISION 4. \61 \ �7i RIP -RAP _ \ \ J �� :.. `•:." '••'. - - LLJ Z Z Z w I
v_ ¢ 3 n I U
- \ APRON CUT, IN P OP. DROP INLET W O N ¢
D50 = 2" \ PROP. �� .. ' RI 7.76'
\ \ : .. BOTTOM BOX EX. PIPE INV. > W 0] W W Q I
WATER
R INV. PIPE Tb ST= EXIST
\ $/ ^ 1 .; INV. PIPE YONN TH= EXIST
_---_------ gX9 xg2 �� i a25 L .87.6." q Z -
-A lk Elk�' • .. •::...::•: : Sj w o w o
a c c> ¢ WEIR ¢
N
P
.. e .• ' Ex.. D INLET ' Ex. DROP INLET v5�� o 0 0 0 0
\ I 8 68'; ATE= 7.9';. ELEV. T/GRATE= 88 M ^
R
Op f- - - - 10 7 S9' BOTTOM, QOXi 8.8''. ' BOTTOM BOX= 5.8
/ QBI r'SWALK _
.....••• ogx
.:. INV:'P.IPE �TO WEST" INV. PIPE TO SOUTH- 58
• 9.7 ' .80 INV, SE SOLI NORTH, 6.8'• INV. PIPE TO NORTH- 58 N
- - : '•. I ` I 9.63 PAD 81.73' - RAISE SOLID GRATE TO INV. PIPE TO WEST= 5.8 W W 0> A ^
- 10.2 10.25' �'` MATCH DRIVEWAY SURFACE • NAVD 88 O
`
..
X5'I BA N ll
SSG •9. EX. 18' METAL CULVERT z O
9.
•': / �• ..,FiY;15 . G\P1- OV LOW/A CE S ! .. , \C ........ .... INVERT- 5.6' NAVD 88 / _ -.
^ N h "F 1t1 c0
RIP RAP ,.,... ; :;:• . MER: WE 7.15' PRO MWATER BAST 10;07 . • ... .. ELEV. TOP- 7.0' NAw-8>�
APRON - 'S C gU�VO\WG ;..,.... t UN B ING; BASIN RIP -RA �o •9. .�......... /
d5O=3• r((NLE
,..-':. I I VE 8. NAVD 88 Dso-3" 10.5" : 1L07, .UJ?Ty a ' :a __-- 5' tip
;/ .75' v W =
.,E E N _ io I - t 0.04' . VA - I I IY,, ,F: :..^9, N FOREBAY 8'0 PVC: SCH Bo DI TO EOP ...........;:''. •'I I EX. 18' METAL CULVERT O a J O O � � � NAw.INVERT- 5.7' NAVD 88 LEI O LL O%ACCESS s.7a ...0WELL '1024' ...PROPELEv. TOP= 8.&' ea I-Ra O a O
': \ 7 In COVERED DECK 9. T 8:54'. DRO OU W � � p W U
HO 1.09' 1 11.51 11.4' \ 1 • 0. ..RIM .(EA = 7.0 L>_ O m LL
I •, 11.51' 1 1.51' IGN /T�51' 11 11 . \x 0. ...:. RIM.(W.E T) 7.5' U ¢ ~ J Z -
( -
.S ,b 1i. 1 . 1161,2• rNO.:• DEWALit1.42 ., .1.1 .: T:,6' CONq..4�IDFWAL`K;i1. 1 �'A0.4 D.i� INV. 5.50 �, _ U j 3 W
.P U :.' : 1 " y )/_'12DIA UT- 6. 'a
LE _ O U Z
,,:. t1.0' 17.0'' ' ... POP: 2 LEGEND: CL O
.0' ' 11.0' 10.8' S 3.68 ' , O Z W
i �'t;. \ j 231 sf,� \ y DR0 INLET p EXISTING REPAR % = O ¢ � ¢ W -I S
FOREBAY �3i �' ::..' . 1 I N 3 REPAIR p6P .... R•IM= 9.6T WEXISTING WATER METER -j Q vi
EXIST %i a P T - \ - 4.I:.IN 7.5' - ® EXISTING FIRE HYDRANT �U I=- O L _J 3 0 DETAIL PARKING LOT }.';., �� ' 10.64' .0 10.64' \\ •,•,INV:, 8 DIA UT= 8. \ -
IQf ODULE 1. 8'
1/4" = 1' \ PROM D ASPHALT. ` SWALE D WN MO ® EXISTING TRANSFORMER
1 10.72! zx 10.86, EXISTING STREET SIGN
z tO.45� STRUCTURE. 8.21 :.... }000 -
10.64''
• EXIST SPOT EL NAVD 88
P a ... • ; .. 1I u, ' PVMT ' SHGU'LDER OPE 0.0'
DBL ST (TYP): REAK.( ) PROP SPOT EL. NAVD 88 o 0)
2 x 12 �'0 3s' MAX /' ' qt 1 \.... \ HANDICAP PARKING SPACE Cr
`t N
N o SEDIMENT LEVEL EXIST J I 1 �. r.._ _ w F- n
2' CURB a 0.14" 1D.14' ' ' Ln - Q' EXIST. TOPO NAVD 88 Z N
k GUTTER I ` 1.0:35.' $e' \ ... 1 q I --I \
4' CONCRETE SLAB .� 1 ` . O - O .
ST - 00' �' '/. - .....t^ ... -$�- PROP. 10PO NAVD 88 W G� a Ci N
8 x B - _ : " 9.84' 9.8a' \... ...
(TYP) GEOTEXTILE 9.5 1 " 9.Z8' m L-987
O� ER SECTIONE-E �1� LOT DR- R 8 GUTT FLUSH ST 11-1/4" 9.0_ / a' 9.5v 9.564 10.5 t BB7\ ® PROPOSED DROP INLET GIRDER & END JST`4 Q = 04 9.78' • '
10.08' 1 .44 .
1/4' _ 1' / O„ ' PROPOSED SILT FENCE r '�
DO L0
8.5' - `./
5-:7. � W � Y
.22' REfAININ ..
N
WALL \
EXISTING TE 1f1 =��_ 7.9 + QA 7. "oe 98 .11
'. . \
• p _
- - - '- - B.O7 _ - - - - .. METAL CULVER VER`= - n ,- - . . . . 7.81 .5'X. 8' .RIP -RAP 9.75
. . . . EX. 18` TIN
STORM BASIN ®FRONT PORCH O. 2. , 9......... O O..B,D7. .... 7:ea.5.6'' PROP.. (?). . 17.64'. APRON? 050-2'. . . : . . . . . . . . . . . . . . .'. . . . . : . TOP NAVD 88
7.
...'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.� .............DROP INLET.... A .... O,rP) ...... .......................... ...... ......... ELEV. TOP- es' NAVD ea
SECTION .
D.I. INV: 7.78'• BLUE JAY' ...... - .
.........'.'.'.'.RIM=' 9.78... ........... .
"............ I...........................'......'.�......' ...::.'.:....'.'. ."..'.'
:..........NAVD 88............ .....!.................................. I... ...... / Z
.."
�...: < _
DBL SF 2 X 4 FLUSH 11-1/4' . . . . . . . ... . . > -
FLUSH ST . . . . . . .� . .
DROP-IN2X4 GIRDER & END /4'JST FINISHED FLOOR 11.7' 11-1/4' G DER _ p -
GRATE (TYP) JST VENTILATION 1/2" SF & END JST -� . . . . - - - - - - -.. Q
ST 1 X 4 HANGER OPENING (rYP) UNDERPINNING 5' DITCH ' T' Z
CONCEALED FLANGE T . _ _ - m
JOIST HANGER 11-1/4' FUR JST EX. DROP INLET V) J
ELEV. T/GRATE= .5'5 `` �.. ( N O
BOTTOM OF JST 10.T L.g _- BOTTOM BOX- 5.5' 1.\ `•/ L)
ST 2 X 4 l'C, INV. PIPE TO SOUTH- 5.8' "(' - - Q Q
RIP -RAP WEIR
NAILER IB - - EX. 18" PLASTIC CULVERT - INV. PIPE TO NORTH- 5.6' - rL U
2' d50 - - INVERT- 5.4' NAVD 88 .INV. PIPE TO EAST- 8.0' p = _
ACCESS TOP OF N, S & W DROPPED ST DBL 11-1/4' _ - ELEV. TOP= 6.9' NAVD 88 (GOES TO RET. STRUCTURE - _ 0 J (�
WELL RETAINING W 3' GIRDER: BOTTOM 9.76' (TYP) - SHEETING PLAN
/� N BEHIND SHOPPING CENTER) Of
I L_/-1
GEOTEXTILE
BOTTOM OF BASIN 6.00' 1 u 20e GRAPHIC .SCALE z J Z
L a
SHEETING 8 X 8 -
Z
(TYP)8 ST
NOTE: BENCHMARK FOR DETERMINATION OF SEDIMENT ACCUMULATION IN THE FOREBAY & BASIN IS THE ( IN FEET ) = L)
UNDERSIDE OF THE FLOOR JOIST UNDERPINNING. WHEN THE SURFACE OF SEDIMENT IS LESS THAN 74" i inch = 20 }L J_ � -
NOTE: ACCESS WELL AT NORTH BELOW THE UNDERPINNING, SEDIMENT IS REQUIRED TO BE CLEANED OUT TO 2' 7.112" BELOW THE - :. � Q
END OF BLDG IS SIMILAR - - - UNDERPINNING.. - -
STORM BASIN &OVERFLOW WEIR w 0
- _ ® _J V) --
SECTION D-D
y J
W
m
. - -
I Y
V)
F-
lJ O
J -
_ DESIGNED DRAWN
R.D.C. K.O.C.
SCALE
>" - 20'
DATE
7/14/010 -
CHECKED
CURRENT
Y REVISION: s
SHEET NO.
C-2
��� OF SHEETS

i
SEEDING: CAR
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SESCP NOTES: `�o`•oFE §I .�9 H
- DISTURBED AREAS SHALL BE SEEDED (OR SPRIGGED OR SODDED AS SHOWN ON THE APPROVED PLAN) WITHIN 15 DAYS - ? I-
1. OWNER: CROATOAN LAND COMPANY, LLC - OF CESSATION OF LAND -DISTURBING ACTIVITY. ALL SEEDED, SPRIGGED OR SODDED AREAS SHALL BE IRRIGATED AS _ W
P. O. BOX 1087 NECESSARY TO SUPPORT GERMINATION AND GROWTH. EXCELSIOR OR EQUIVALENT BLANKETS SHALL BE INSTALLED LANDSCAPE & BUFFER NOTES:
1 - - NAGS HEAD, NC 27959 AND STAPLED IN PLACE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR SEEDED AREAS WHERE - = 1 286 Q a
P 2. PIN D988308787546, PARCEL NO.004354000, LOTS 1 & 2, BLK 13, KILL DEVIL HILLS REALTY SUBDIVISION SHOWN ON THE DRAWINGS. SOD SHALL BE LIVE, HEALTHY, GRASS PLACED IN INTIMATE CONTACT WITH A SMOOTH SOIL 1. BUFFER ALONG PROPERTY FRONTAGE IS A SINGLE ROW OF ALTERNATING TREES AND SHRUBS AT 5 FT
O 3. DISTURBEDAREA +/-26,709SF=+/-0.61 ACRE .. BED. - ON CENTERS.
4. CONSTRUCTION SEQUENCE: O� N D. CP .�` F- U
4.1. OBTAIN SESCP PLAN APPROVAL. SEEDING SHALL BE IN ACCORDANCE WITH THE APPROVED PLAN, WHICH IS SUITABLE FOR THE SITE CLIMATE AND SOIL 2. BUFFER ALONG HILLSIDE AND SOUTH PROPERTY LINE IS A SINGLE ROW OF ALTERNATING 1 TREE AND 3"'�IIIIIIrrrrr\ C o
2 X 4' WOOD FRAME 4.2. ROUGH STAKE WORK/CONSTRUCTION LIMITS. - CONDITIONS. THERE SHALL BE NO DEVIATION FROM THE SEEDING SCHEDULE WITHOUT THE PRIOR APPROVAL OF THE _ SHRUBS AT 7.5 FEET ON CENTERS. - U cc e
DROP INLET 4.3. HOLD PRECONSTRUCTION MEETING INCLUDING OWNER, SESCP ENGINEER, SESCP REGULATOR & OWNER AND THE TOWN.
WITH GRATE CONTRACTOR AT LEAST 1 WEEK PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITY. 1 3. REAR BUFFER IS 6 FOOT HIGH OPAQUE FENCE ALONG THE PROPERTY LINE. BASE OF FENCE IS AT 8.25•
4.4. INSTALL SILT FENCE AND CONSTRUCTION ENTRANCE. SEEDING SCHEDULE: ELEVATION. -
4.5. INSTALL PERIMETER DROP INLETS AND SEDIMENTATION PROTECTION. - 1�-
T- : f7 �� 4.6. FILL SITE TO STORMWATER BASIN ELEVATION AND GRADE BASIN. APRIL 1 - MAY 15; PERMANENT SEEDING 4. DUMPSTER PAD SCREEN IS NOT LESS THAN f FOOT HIGHER THAN THE APPROPRIATE DUMPSTER 3
4.7. INSTALL BUILDING PILING AND FINE GRADE BASIN. K-31 FESCUE 3LB/1,000 SF - W
FRAME - 4.8. INSTALL BASIN INLET PIPES, STORMWATER BASIN RETAINING WALLS AND INLET PIPE DISCHARGE RIP -RAP PENSACOLA BAHIAGRASS 2 LB/1,000 SF 5. NOTES DISPLAYING AN ASTERISK WERE REVISED BY DRAWING REVISION NIA. O
1.5' MAX. . APRONS.
�- 4.9. FILL AND ROUGH GRADE SITE. MAY 15 -JULY 15; PERMANENT SEEDING: - W
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4.10. INSTALL BASIN OUTLET RIP -RAP APRON. K-31 FESCUE 3 LB/1,000 SF u
J - 4.11. COORDINATE INSTALLATION OF IMPERMEABLE LOT COVERAGE, STORMWATER CONVEYANCES AND PENSACOLA BAHIAGRASS 2 L611,000 SF W p _2
SEDIMENTATION PROTECTION. GERMAN MILLET 3 LB/1,000 SF ¢ 2 W
4.12. STABILIZE DISTURBED SOIL AREAS WITHIN 15 DAYS OF CESSATION OF EACH AREA OF LANDI CI 3
DISTURBING .ACTIVITY. - JULY 15 - SEPTEMBER 1; TEMPORARY SEEDING: ' z
4.13. MAINTAIN TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROLS UNTIL PROJECT COMPLETION. GERMAN MILLET 3 LB/1,000 SF - o w p
3' IN. J 4.14. MAINTAIN PERMANENT SOIL EROSION & SEDIMENTATION CONTROL FEATURES THROUGHOUT THE LIFE OF - _ (/') I` 4+ U � )1" Q
THE PROJECT.. SEPTEMBER 1 -APRIL 1; TEMPORARY SEEDING: a ¢ ¢ g ¢
/ 5. SEE DRAWINGS C-1 & C-2 FOR DIMENSIONAL LAYOUTS. - K-31 FESCUE 3 LB11,000 SF Z _1 W ¢ 2
WINTER RYE GRAIN 5 LB/1,000 SF Ci� t�i; cn ¢ U vl
SEEDING SHALL BE ACCOMPANIED BY 25 LB OF 10-10-10 FERTILIZER PER 1,000 SF OR ACCORDING TO SOIL TEST. ALL
GATHER - SEEDED AREAS SHALL BE MULCHED WITH STRAW AT THE RATE OF 100 LB/1,000 SF AND DISKED OR SHALL BE ¢ Q
EXCESS HYDRO -SEEDED WITH MULCH AT A RATE SUFFICIENT TO ACCOMPLISH THE SEEDING SCHEDULE AND TO CONTROL WIND 3�
AT CORNERS & WATER BORNE EROSION. IRRIGATION SHALL BE PROVIDED AS NECESSARY TO OBTAIN GOOD GERMINATION & D~) Z
- V) Z
- GROWTH. W 2 O O
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J vvv INSPECTIONS 8 NECESSARY REPAIR AND/OR REPLACEMENT OF THE TEMPORARY CONTROLS &SEEDING INSTALLATION o 0 0 0 0
- - PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY SHALL BE THE RESPONSIBILITY OF THE LAND -DISTURBING
CONTRACTOR. IN THE EVENT OF PARTIAL OR COMPLETE FAILURE OF THE SEEDING TO GERMINATE AND/OR TO BECOME O b o M
ESTABLISHED. ALL SEEDED AREAS SHALL RECEIVE AN APPLICATION OF FERTILIZER AT THE INITIAL RATE AT THE C) O N o N
PERSPECTIVE VIEWS. BEGINNING OF THE SECOND GROWING SEASON.
IF PERMANENT SEEDING CANNOT BE PERFORMED UPON WITHIN 15 DAYS OF CESSATION OF LAND -DISTURBING ACTIVITY, - z o - r11 4 It Un rD -
TEMPORARY SEEDING SHELL BE INSTALLED AND MAINTAINED UNTIL PERMANENT SEEDING CAN BE INSTALLED. - -
- - - - ESTABLISHMENT OF PERMANENT STABILIZATION IS THE RESPONSIBILITY OF THE LAND -DISTURBING CONTRACTOR.
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SILT FENCE PROP.
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ELEVATION OF STAKE AND J------------ \ xX%19 x0z' 1-. (TIVITY . PA FENCE
FABRIC ORIENTATION 9.4s' vecETATEo swALE RErnwai� \�\. ' j\PN 5� �} o
DETAIL A WEIR
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SPECIFIC APPLICATION -� -�-� f---.— ` ''.' Z p _
" QBI SWALK , .. :CONSTRUCTION ENTRANCE. 50' LONG,
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE - O I PAD + 6' X 6"'APRONS'O ROADWAY FVMNT, 6' A1K,.. OORLY - r' w Cn Z
GRADED COARSE AGGREGATE h-I-i
INLET DRAINS A RELATIVELY FLAT AREA. \ I .2' T03' d50 • ••: z
0. EX. 18' METAL CULVERT ......,EX\ \P\, ... ROTECT DROP INLET INVERT- 5.6' eAVD 8e �. = N
SILT FENCE DROP INLET PROTECTION ;;:::• c\�o\i\c..., a 7.15 RIP -RAP
. FRDM.'oAMAGE'o�RING. E EV. TOP- 7.D NAw 5� �(
0V \ APRON `O _CONSTRUCTION ... . / z W 10
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\ \{fC\\ I I EX. 18' METAL CULVERT
� INVERT- 5.7' NAVD 88
COVERED DECK \ a
OQ ELEV. TOP- 69' NA
\ \ •• HC
SIGN _ ! \\ 51 \\.
�p ' . \\ \ C,• .. LANDSCAPING LEGEND:
a
.. •':�., •s� \ 6,. CONC.' SIDEWALk � '6• CONC. SIDEWALK' \ n \ * Tn,
a � PRO
POSED SHRUB
\,3� \ a PROPOSED TREE O
\ ......"?•• }� 3 REPAIR pf3 O ...... y
EXIST \ O dODULE \ Q
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' PARKING LOT • `.•• � t�� ad
\ { D ASPHALT \ \ _J \ '• a PROPOSE J
LEGEND:
N Q
:..\;:::..... Q. EXISTING REBAR
II 2' WIDE �83e • . Q o_ U
8' MAX. STANDARD STRENGTH / * \ TP BE ......
.'... y ..' ...
6tS EXISTING WATER METER O 2
LANDSCAPE RM a
FABRIC WITH WIRE FENCE - EXIST / J \ (' ) \ . . t' \ O
6' MAX EXTRA STRENGTH —� I O EXISTING FIRE HYDRANT U
2' CURB
FABRIC WITHOUT WIRE FENCE _ f`+ \ Li R F_ z
& GUTTER I _ \ .'. :.. O : \ ® EXISTING TRANSFORMER Z W F Z
STEEL _9.5•_ ! S a N — O e<"'Q �• .; EXISTING STREET SIGN ZO < r
POST — --w�� �D + D.00 EXIST SPOT EL. NAVD 88 1 1
O L� �, # LOT DRAIN O 'e.21... \ 0'0 PROP SPOT EL. NAVD 88 - F- LLJ Z
/vnRe PLASTIC OR
R (�A�R �F� av L� HANDICAP PARKING SPACE - V J 0
e _ 24 ! J B/NC . ti}'� I 8.0_. EXIST. TOPO NAVD 88 Z Q = U r
WIRE 7�`r1 ! ._ _ W tJ W
FENCE - I tM, ,CR -
NATURAL _ ® a O 1.1.d O?4i RETAINING PLA ray O' a O a O a O a O a O r to /�L SL•a]-._ PROP. TOPO NAV V)� W Q
�aLr 'o1,C ti.Ar D 88
GROUND + VALL AREA �� R W \ CURB & GUTTER o a
�4
TYP TY /.,: .. .. W Z
.5e Q PROPOSED DROP INLET (n J J N
DOWN e a FoawAR �— —J TOq'9s•..........---POSE ILT F NCE Y J
I :,, - J_
NG THE TRENCH _
24' FILTER '...... .....::.. 1 x x x x . . . . . . . \ EX. 18' METAL CULVERTINVERT= _
FABRIC ............ .8,09 . . . . . . .8,07 .... . . . . , . . .... .... I ............ 7,81. . . 57X. 8' RW-RAP •A75 . . SILT . . . . . . . . . . . . . . . . . . . . . 5.6 NAVD 88 V M
. . . . . . . . . . . . . . . . . . . . . . . . .. ELEV. TOP 6.9 NAVD 88
I
.. � E .PRO D S E
APRON: 050=2'. .. FEPI Z J
L ... 1TYP)........... IMl F'
...................... ,. ... LAND -DISTURBING ... :........................•. - p Y j
PERSPECTIVE VIEW ... ....L ...
... BLUE JAY ST. — 50' R W...'ACTIVITY .... .... .. ...... ..... ..:.. , V) m o
WRE- .. ........... 6.6.6.......... .. ......:.......I .............. -. .. .. ........... . .. ..... . - O J
FENCE..... ........... ..... ...... .. .......... .. .... ... .. -
FILTER BACKFILL TRENCH NATURAL - - - - i N
STEEL FABRIC AND COMPACT GROUND - - . .. . . . . �'
POST THOROUGHLY - - - - - - - \\ O
5' DITCH -""r�-
................ —O=E I
UPSL 6; B _ _ EX. 18' PLASTIC CULVERT _ - DESIGNED DRAWN
...............
8' MIN. - ELEV. TOP- 6'9N NAVD BB
R.D.C. K.O.C.
1
24' .PLAN.
............
... SCALE
q 2 ' n c 20r
Ij I n - L 0'
J. DATE
GRAPHIC SCALE 7/14/010
CROSS SECTION VIEW CHECKED
20 0 10 20 40 _ 80 O R.D.C.
SEDIMENT FENCE DETAIL
CURRENT
NOT TO SCALE � (IN FEET ) ��% REWs1oN: s !>�
I inch = 20 fL SHEET N0.
—
C 3
O4Z OF SHEETS
PROFECT NO.
10008
: 1