SW7050701_APPROVED PLANS_20130731

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

- _ PK IN CL SITE
APERRY
(150' R/W) UR Hff Z8 ASPHALT ROADWAY `' h
2\ %Y Negp � O sysAH
all
MaN NTTY MAP
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sop
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Y 6
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} 9.1 + 9.0 } 9.2
• PP `... �. . {-
Q 9.2 9.2 }9.T }8.8
+�M Wu WM 299.9,V cMr CUD _ 100.OD' flQff�^'
+ 8.5 ■ m PIPE *++ �•.• -- ■ aO: 5 �.. C1LF THIS SURVEY DEPICTS .THE SITE AS BUILT..
8.7 o Nv.$ $' I + 9.2 + 8.9 STORM WATER 8.1 s 7 i
SOME PORTIONS OF THIS SITE HAVE
�/ I O6 RETENTION } PROPOSED FUTURE DEVELOPMENT
rn J J .. i SIGN - tt 3 - - - - I I * __ •.. I -PROPERTY IS LOCATED IN A F.I.R.M.
X X C4 �9 11.4 4� 3? �■n J J J J w 3 :ZONE X & AE(8') AS SHOWN BY APPROX.
} x / t J3 • • JJ x a I p t ZONE LINE FROM F.I.R.M. AND CONTOURS
a r 11.3 83 84 85 86' '87 88:" C4
I W w l (SUBJECT TO CHANGE BY F.EM.A-)
IM
a STORM WATER HVAC ASPHALT y o o p
a ^z W RETENTION Ti• �.$' TT. PARKING1- N �' j I Qyi -AREA-89.4679c ft.(000RD)
I. w 5
rn- U g N COVERED AREA 50.427sq.fL(56x)
ua l J� gE o i
t 5 u.c. t1 y --
_ COMMERCIAL A, t k DE� u f u.c. LOT 1 -DARE CO. PIN ; 9875(18) 94 7059
j BUILDING T� STORMWATER STORM WATER (Arm OTHERS)
(#5) PIPING PIPING
,n t .acam
moll'.o F.F.E.=12.0' 11.4 a cuTRZt uv,.zs' I Cqp
-88 PARKING SPACES CONSTRUCTED
M CATCH
CONC. g� (12 UNDER BUILDINGS) 123 O 788ASttla111.0' St> CONC. CONC.
WATER R v.�,T1.6. ? - INv..a7' - M
EXISTING 77
ELM DISTRIBU7ICXN j . S 5 T 1. 1. WOOD -
0 73 74 76 CONC. 2 FENCE CATCH
m ROA.11. W/ FENCE . BASIN.9.8'
f , . . F INV.-8.0' TEL 39.7
PIPE # 74t 60 61 62BASIN 11 o 64 65 66 67 68 69 70, 71 72 tt. CMi S2 '2910 E 100.00 CMF
•
INV..67 „ ♦� 1l.1 11.5 �:: ❑ )Nv.-$.8' o.
. S TRENCH 10.6 ASPHALT i 1 X, . , .: - .. '9 O
DRAIN PARKING �i TJ '.5 cC,.-. xrza, m
& GUTTER 8 N.10.T
. , �► _ qIM-n. , &NOIYIT CURB
$ ASPHALT , q..... •4.38-1-�9s a
7 S 'NO PARKING FIRE LANE' �• 11. PARKING O PARKING -FlRE LANE' --- _
_.1 RlMnif.f6 RIM 11. .. �.. .-...-. 2.2 , I q
+ 8.9 ' + 1 TY s s j - - -1 PP
" 42 q- f TOR/ 55 56 157 1
C .e..o.r - .l 43 CONC ELEVATOR/ 48 49 C`_v C`.ti 52 AC 59
BASIN R7 .> coNa 0 1 DRAIN FIELD CATCH 1
Dlv.=ss' f t2 s AREA BASIN71o.o'
CON INV. 8.0
58 -
C. M
I - CONIC.'' • RIM 11.8 1
l`
+W/FENCE:: 25.5. 26.0'. O�I 1L7
C2 COMMERCIAL 5os 5
0
.3
■ BUILDING(##) 1 t
t0:6
G.F.E.=12.5' M COMMERCIAL 1 N
COMMERCIAL a BUILDING(#3) N v.A.c: ❑
+ 8 9 ) ..1 S1 BUILDING( 2) �. G.F.E.=12.5' ❑1 `SEWER 11.7)
30 311 - G.F.E.-12.5_ I ACCESS W
X STORM WATER) I2J so a' 36 3T _�_AL7 - - -*_ 6- _ - J i0 U)
;;
RETENTION GONG. CURB Ho P fi• F f
_ ARKMG _ < H.v.A.C. .. 2 Jr - a
1A
..GONG. CURB &GUTTER :.' FIRE LAN& ? ; t -N E -
& GUTTER ♦L ASPHALT ♦� '"NO�P NG _ FIRE' -LANE'•': NO PARKING -FlRE lA7jE'-_ OC1 l01 _ 1.0.7
+ 8.9 ) �■i PARKING ��t . ASPHALT CONIC. CURB!
-low '► ; '('(-1.. amp- PARKINGIII# & GUTTER _ t��. •:10 2
....... rn I 2 3 4 5 6 by .■� 5- 29 +110:2
^7 : LEGEND
DIN t 4 7 8 2 23 24 }'1 CONC. CURB
0 IRON ROD/PIPE rn' I n _ 1. , : 12 13 14. 15ifi' }j. 18 1921 22'. 20 - & CIuTTER )
O CONC. MON. X -. - �O• + 8.9 .... .. - - .
...� .. �.
�7Q0
•Qca PK NAIL Cl ��'•;._ ..�:... _..._ ....._$-.-�..,-._t--...--..w- -- --
J+,gx OF a ECEIV
4LIGHT POLE -889i IRDUnL POLE.x... _... _... ❑WATER METER 'oe N30'06'23'W 400.03'
vU v �- �u?3 -
HYDRANT _
Qs MANHOLE CURVE RADIUS LENGTH CHORD f BEARING $ ��Lj��
Cl 25.00 34.29 31.67 N34'42 47 E I �C •
A,g0 E)OSTING ELEVS.(NAVD 88) C2 447,65 110.15 109.87 N66'5754 E I PAY LAPS (50' UNIMPROVED R/W)
�► TRAFFIC DIRECTION AS MARKED ON ' -
/' REV. 71318 - COVERED
PAVEMENT(LOCATIONS/SIZES APPROX.) - ... , •
..
/�,J
•••••• STORMWATER i!_l•EL SPREADER
SURVEY FOR: iSLi.ND LAND CENTRE
-
L MARTIN BARNETTE CERTIFY THAT UNDER MY
T'O _.:.. SRMWATER RETENTION AREA ,.
'SUPERVISION THISP RTtfYNS11YJAVN FRDM.AN OF
.ELD H AT10
ACTUAL FI
`
_
PHASE II
......... EDGE OF GRAVEL
PRECISLIN ASTHAT
THIPLATAA��c''ne
i TLE.k'1. VITH.
:. .
--14 C
LOTS 2 , BLOCK 15
-
GRAPHIC SCALE
WITNESS HY:nR! raw rst ilwv
ORMLLE BEACH WEST
0 ,s 30 60
MAN SFy1' I �' 4 = g
Z�A
A7 REc: M.B. 9 PG. 44 .8. 4, PG. 64 .8. 1530 PG. 156 .8. 1656, PG. 275
KILL DEVIL HILLS ATLANTIC TWSR DARE CO. N. CAROLINA -
p P J
^' :
SCALE 1 "-30' .
FILE ND 2632
CAW FOE 2632J
DATE 71218
MARTIN G i1` TJ
IHE suRvEn flip u� \y'E�S`AS iD
'.�T G ANDA
1 inch = 30 ft.
- -
L
A�1/D16 DARTIV
-.
THIS SURVEY IS SUBJECT Tll: ANY. FACTS- THAT MAY
• O`� O' O
BE DISCLBSED BY A FULL AND ACCURATE TITLE
SEARCR
BARRETTE INTEGRATED LAND DEVELOFARENT
--
POO 7159 KDH, NC #948 [phone]

VICINITY MAP
NOT TO SCALE
KITTY HAWK BAY
j
� r
rrr SITE
ARCH SHEET
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Ili i _ i i� i -
- , - _:.. ' _.• •, NC 12 (Wi44RA OAK TRW
STREET
ATLANTIC OCEAN
\
t
ZONING: C _ H
0
ZONING: RL
t
4-
LOT 8
ORVILLE BEACH WEST
M.B. 9 PG. 44
ZONING: RL
/
/
/
/
/
/
BLOCK 254 I \
ORVILLEB BEACH9 PG.4 WEST
M.NOW OR FORMERLY
I.G. HOLDINGS, L.L.C.
P.O. BOX 120
KITTY
N.C.AWK, 27949
D.B. HAWK,
N. 19/
PIN 9875 16 94 4419
3300 NORTH CROATAN HWY. /
ZONING: C
, /
Ae / A^
ti
,P
0PS
ttON
i� tOF\� ..
r
A
ow
13PgN \g
PEON DUMP;
' Q.0
O
R.
gb _
• ; ��°/., \`� � ttt` CO)(CRET1r � IX. LANDSCAPE
FLUME',,
A x2O' SIGHT \ • FG >t� 8R< , `•`
TRIANGLE' i `' uc�1� Q?, 'Ir,
0`. r iDr \';•
ice)
'
i t9 `L��yC PRO EC
G n, S �- ` 5' SIDEWAl,K
• o `\ $�. 'P�`At J _.... t t` \ CONt;IE�iT'
190
FRONTED
ENTRY
`ti ,Ulrl •� �� 1 C .nt t
• �aO `t,
• e _
ENLCOSED AREA t • �O oo t Irsr
BELOW) a 760 S.F. �'t �` ` 14,E na /
' \` 'b \0, CONCRETE
t\ "0 E% SCREENED g • FLUME':.
' N \ HANDICAP DUMPSTER PAD W�
o I� y N (TO BE RELOCATED
Z +S`A i ,,�\., } ` RAM TO PAD INSTALLED
r ,^ 'tL`r";': i W/ BLDG #4) 1` tt
SIDEWALK
J'4 r
1po
NOTE:
RUNOFF FROM ROOF SURFACES TO BE
COLLECTED NA PERIMETER GUTTER
NETWORK, OUTLETTING INTO PARKING
AREA TO SHEET ROW INTO
STORMWATER MANAGEMENT BASINS
(SEE DETAIL SHEET 2)
1RANSFORPAD ♦ Wes . \ ' CURB STOP
Q s�
PAD MER
LANDSCAPE ♦ �, \ t
AREA:28 SF
00
t � r'� 11 '�11r;, `" �' • � ;•• �' :! . '� poi ' \
� .: t : K�10" • 'fit\t 9i �
yo ''a , cyft RANOICAP `Jn �
MP � \ • QGSGONii`N CVF,`,
^ U" 1 C 0 4 \S �'
;
PROPOSED ' )rl sir ,y A'1`��r�0� pP.Nwl E t�.
,�(�y i•
ACCESSIBLE rl �l,'1 � `�'9 •w'"' t.
\ , 9 0�
H
t
RAMP \
\ 9 rl
.W
\ ORVIL M.B.BEACH WEST p S� �� �� I �, e�'0
.B. 9 PG. 44 i , ,A IX. PARKING
ZONING: RL / / y' SPACES EDP W 0% '
\ /
/ / \ o. tP {r YA 'PIP
y e -0
pPC ,n.,} ,`,` l `;• ,` �' c`�9 ♦ WW \`��..F 5?�:"�• C!-'�/ .✓'.
W
WLACE
IT ` e � ♦' 2
`t` ,� a yoo ' `tP (L7ri�t yG\ EX. S-e rr STING WOOD FENS
\
LOT 6 CONC. FLUME ;o ` Ot W/ WALK x.
/ \ AND
ORVILLE BEACH WEST / 7 `` yo ''� POOR NEW CURB t �c CONIC. FLUME TOEREMOVED
/ \ \ M.B. 9 PG. 44 / t n t �o t / ,` & GUTTER W/ X00� (483 SFf`, `t •$•
ZONING: RL / ,./ Ar LOADING ZONE
REMOVAL Ar EX. LAN9SCIIPE
>Ilp3o ` a ISLAND' AREA:109 SF t tt
2 o W
257 ��Wf AREA
`t
✓ O EK LANDSCAP 0 ZONE "OVAL LOT 1 AND PT. L T 14, BLOCK 15
�, 11 �1D +"0 EA:ns sF \ ORVILLE BEAC AMTNISED
M.B. 9 PG.t144'
PROPOSEDNOW
ttt t
1p ZONE RELOCATION tNOW OR FORMER(.Y `,
\ (PART OF BLDG #4) : \ OUTER BANKS POOLS'AND SPAS, INC. `t
NGin / LOT 5 t\ V> to P.O. 13OX'1467 (Mr
for ORVILLE BEACH WEST / \ \ KITTY HAW4f, N.0 27949
\ o. M.B. 9 PG. 44 r , t 1507 PG 84
,..PIN ' 875 16 93 8944
a \ ZONING: RL /
3200 CROATAN N . N WY /
4.67'x 15SCREENED DUMPSTER
PAD, (TO BE INSTALLED ED IX WW DISPOSAL FIELD 1 EX. LANDSCAPE SCREENING R /
W/BLDG I{4 (SEE DETAIL) �: \ '$
PROPOSED 9'Wx19'Lx6'H RELOCATION OF EX. LANDSCAPING (1) 4-C.Y. \ $_
RAISE HEIGHT OF
P.T. WOOD SCREENING DUMPSTER FOR \ STOP SIGN TO 7' - ---
DUMPSTER FOR TO BE REMOVED LOT 4 / t ,` AgpyE lx GRADE.
W/ 2' CLEARANCE ON BLDG. #5 BLDG. #4 PROPOSED 4,6TWx15'Lx4"T ORVILLE BEACH WEST / (TO BOTTOM OF SIGN) •�
EAST & WEST SIDE M.S.s Pc. 4a R .ts'
REINFORCED CONCRETE /
EX. PUMP DUMPSTER PAD, ZONING: RL
ANK ACCESS / vn hj ;
HATCH /
� Y
{ R.
STO
.
_. _s, - � - ----------- / LOT 3
-' ORVILLE BEACH WEST �� y
/f @i �6 i A i 4'.Rr M.B. 9 PG. 44 /
= J \,� ZONING: RL
I ✓a" ice, ® �RAISE.EX. STOP / ?A
SIGN TO_
-7' / �O
a ABOVE EX �(' 2
----= i i GRADE
----------- LOT 1
-- BOTTOM OF ,+YJ'1 / y
_ _ --._ ----- - -- SIGN /
------- �t p
ORVILLE
INSTALL BOLLARDS, —� / / \ BEACH PG.4WEST 4 (AS SHOWN) EX. TRAFFIC / / ZONING: RL CONC. I
EX, TRAFFIC € INSTALL \
RATED PUMP EX. PUMP EX. SEPTIC BOLLARDS, RATED SEPTIC! /
EX. L.P.P. DRAINLINES TANK ACCESSI / ,
/go- TANK W/5' COVER TANK ACCESS (OUTSIDE OF i TANK W 5
W/END OF LINE / COVER DEPTH COVER PAD AS E COVER DEPTH'
CLEANOUT (TYP.) // �( ! SHOWN) i
DUMPSTER PAD IMPROVEMENT PLAN \
OT 2
SCALE: HOR.: 1"=5' ORVILLE LBEACH WEST \
M.B. 9 PG. 44 \ /
\ \ \ ZONING: RL \ /
CURVE RADIUS I L NGH1CHORD BEARING
C1 25.Ou 34.29 31.67 N34'42 47 E
C2 447.55` TT
CONC.
GP i ,1t1 p"I
�/aI�QPo'a
Pr'aa/
./ 10'x2O' SIGHT
TRIANGLE
(TYP)
LANDSCAPE SCREENING
>
PROJECT NOTES:
1. SUBJECT PROPERTY:
ORIGINALLY A 89,487 SQ. FT. (2.05 AC.) TRACT LOCATED ON U.S. 15B (CROATAN HIGHWAY) AS DF.,,CRIBED
IN D.B. 1574 PG, 019, CONSISTING OF LOTS 2-14, BLOCK 15, ORVILLE BEACH AMENDED SUBDI'In ON AS
RECORDED IN M.B. 2 PG. 144, KILL DEVIL HILLS, DARE COUNTY, N.C.
STREET ADDRESS : 3210 N CROATAN HIGHWAY, KILL DEVIL HILLS, NO 27948
2. CURRENT OWNERS:
PHASE 1: (BUILDINGS 1,2,3)
COMMON ELEMANTSASLAND LAND CENTRE COMMERCIAL P.O. BOX 1600, KITTY HAWK, NO 27949
UNIT #I:FIRST SOUTH BANK 1311 CAROLINA AVE. WASHINGTON, NO 27889
UNIT #2:FIRST SOUTH BANK 1311 CAROLINA AVE.. WASHINGTON, NO 27889
UNIT #3:BTAL, LEO 116 GABLES WAY, KIM HAWK, NC 27949
PHASE 2: (BUILDING 5)
WEDG REALTY, LEG P.O. BOX 2054, KITTY HAWK, NO 27949
PHASE 3: (FUTURE BUILDING 4 OUTPARCEL)
FIRST SOUTH BANK 1311 CAROLINA AVE., WASHINGTON, NC 27889
3. CURRENT PROPERTY DATA:
PIN NUMBERS - 9875 16 94 6195 (00, 01, 02, 03, 05) [PHASES I & 2: COMMON ELEMENTS, UNlrG h 2, 5 & 5]
9875 16 94 8182 (PHASE 3 - FUTURE BUILDING 4 OUTPARCEL)
TOTAL 4 DEVELOPMENT AREA: 89 87 S. FT.2.05 AC.
CURRENT ZONING: C (COMMERCIAL) ( )
% LAND DISTURBING ACTIVITY: 7.3% (0.15 AC.t) [THIS PHASE 3]
FEMA DATA : FIRM-3720987500J (9/20/06) (NAVD 1988 DATUM)
ZONES AE(EL 8) & ZONE X. SUBJECT TO CHANGE BY FEMA
4. USE SUMMARY: ( ALL PERMIT
TED USES IN C ZONING
EXISTING USES: PHASE t - OFFICE USE, BUILDINGS 1-3 AND ASSOCIATIVE INFRASTRlFf7U ,C
PHASE 2 - RESTAURANT W/ DRIVE-IN USE, BUILDING 5 AND ASSOCIATIVE
PROPOSED USE: PHASE 3 - MIXED OFFICE & RESTAURANT W/ NO DRIVE-IN USES BJIL JNC 4
l r
I! PREPARED 7i2. 73 c..I Ld` '
SUMMARY: PER SURVEY ISLAND LAND CENTRE-PHASEE ,
5. EXISTING DEVELOPMENT SU/
BUILDING 1-3: (3) 50.3' x 30.3', TWO STORY FRAME OFFICE STRUCTURES ON PiGNG FGuNUR,I Ju
(PHASE 1) GROUND LEVEL PARKING BELOW BUILDING AND (2) ATTACHED ELEVATOR FOWE%.a BE ._...
GROSS FLOOR AREA PER TWO-STORY BUILDING: 3,048 S.F.
TOTAL BUILDING FOOTPRINT AREA: 5,448 S.F.
BUILDING 5: 4B.8' x 36.S. ONE STORY FRAME RESTAURANT STRUCTURE ON CONCRE - SLAB 'rC ( BADE)
(PHASE 2) FOUNDATION.
ENCLOSED RESTAURANT AREA = 1,833 SO. FT.
6. LOT COVERAGE DATA: "
TOTAL DEVELOPMENT AREA: 89.487 SQ.FT. L
MAXIMUM ALLOWABLE COVERAGE: 58.167 SQ.F.T (65%)
EXISTING COVERAGE: 50.427 SQ.FT. (PER 7/2/OS BY B.I.L.D. SURVEY)
PROPOSED COVERAGE:
BUILDING 4: 42' x 81'. ONE STORY FRAME STRUCTURE ON CONCRETE SLAB (ON (:BADE Ui1 t::1)N-
PROPOSED BUILDING FOOTPRINT AREA: 3,434 S.F.
PROPOSED SIDEWALK AREA: 2,310 S.F. (INCLUDES NEW SIDEWALK TO EX 158 S.F„ 1l ,')
PROPOSED DUMPSTER PAD: 67 S.F
EXISTING LOADING ZONE TO BE REMOVED: -453 S.F.
TOTAL PROPOSED COVERAGE: 5,328 S,F.
TOTAL EXISTING AND PROPOSED COVERAGE AREA: 55,755 SQ, FT.
TOTAL % COVERAGE AREA : 62.3%
7. WASTEWATER DISPOSAL DATA:
DEVELOPMENT AND EXISTING SYSTEM ARE PERMITED BY DARE COUNTY HEALTH DEPARTMENT.
PERMITS #15721 AND #16433
WASTEWATER VOLUME: 2.970 GPD, SEE WASTEWATER SPECIFICATIONS FOR SUMMARY BY USE
LOADING RATE: 0.6 GPD/SQ. FT
ACTIVE AREA: 990 L.F. OF L.P.P. DRAINLINE,
CONSISTING OF 22 LINES AT 45 L.F EACH AT 5' O.C.
REPAIR AREA: PROVIS'nN OF 1009 REPAIR AREA
8. NCDENR DIVISION OF WATER QUALITY HAS ISSUED A HIGH -DENSITY STORMWATER MANAGEMENT PERMIT
#SW7050701, DATED 7/26/2005, FOR THE OVERALL DEVELOPMENT OF THIS PROJECT.
9. PARKING SUMARY:
KOH TOWN CODE REF.: 153.076 (D)-TABLE OF PARKING REQUIREMENTS -SHOPPING CENTERS/OFFICE COMPLEX
-GREATER THAN 10,000 SF AND RESTAURANT USES WITH DRIVE-IN SERVICE
I. EXISTING BUILDINGS #1 - #3 (OFFICE USES)
TOTAL GROSS FLOOR AREA: 10,794 SF (INCL. 2-FLRS/BLDG. 2 ELEVATORS, BLDG i GRND ENCLOSURE.)
CODE REQUIREMENT: 1 SPACE/250 SF OF GROSS FLOOR AREA
PARKING SPACE REQUIREMENT: (43) SPACES
II. EXISTING BUILDING #5 (RESTAURANT W/ DRIVE-IN SERVICE USE)
TOTAL GROSS FLOOR AREA: 1.771SF
NUMBER OF DRIVE-IN WINDOWS: 1 WINDOW
CODE REQUIREMENTS: 1 SPACE/250 SF OF GROSS FLOOR AREA + RESERVOIR LANE CAPACIrf LC,UAr_ TC:
5 SPACES/DRIVE-IN WINDOW
PARKING SPACE REQUIREMENT: (7) SPACES + (5) RESERVOIR LANE SPACE CAPACITY = (1.2? SPACES.
PROPOSED BUILDING #4 (MIX USE OF OFFICE AND RESTAURANT W/ NO DRIVE-IN SERVICE)
TOTAL GROSS FLOOR AREA: 2.290 SF OFFICE + 1,110 SF RESTAURANT - 3,400SF
CODE REQUIREMENT:1 SPACE/250 SF OF GROSS FLOOR AREA
PARKING SPACE REQUIREMENT: (14) SPACES
IV. TOTAL REQUIRED SPACES FOR DEVELOPMENT: 69 SPACES"
V. TOTAL EXISTING SPACES PROVIDED ON -SITE: 90 SPACES- •INCLUCES R:StRVC F ! 1v: _'APACI"
10, MINIMUM BUILDING SETBACKS
C ZONING - COMMERCIAL USE
FRONT YARD 30' REAR YARD 30' i
STREET SIDE YARD 15' SIDE YARDr 12'
11. ALL UTILITIES SHALL BE PLACED UNDERGROUND.
12. THERE ARE NO ARMY CORPS OF ENGINEERS "404" JURISDICTIONAL WETLANDS LOCATED ON IS E
13. LIGHTING PLAN SPECIFICATIONS: LIGHTING SHALL BE PROVIDED IN ACCORDANCE 1W7M SE rq 07� -F'.HZ
TOWN CODE, PERMITTED ILLUMINATION LEVELS (COMMERCIAL) SHALL RANGE FROM Y IJ'Y1r4J i 1
FCOTCANDLES TO A MAXIMUM OF 7 FOOTCANDLE AVERAGED ACROSS THE PARK,NC AREAS :1,_-
14, ALL BUILDINGS SHALL BE PROTECTED THROUGHOUT WITH AN APPROVED FIRE S RI A' LR r '•i
REQUIRED HYDRANT ROW - 1,500 GPM WITH 20 P51 RESIDUAL
15, A FIRE SUPPRESSION WATER SUPPLY OF 1,500 GPM SHALL BE MAINTAINED A N!ATER FLOW °T 10 c r_
' REQUIRED FIRE PROTECTION WATER FLOW FROM THE NEAREST HYDRANT WHICH MEIiS THE FE)'j vF'Is;F
NCFPC SECTION 505.5.1. SHALL BE CONDUCTED AND THE FIRE OFFICIAL NOTIFIED 24 HOUR PRE. c RWv
APPROVED DOCUMENTATION OF THE TEST SHALL BE PROVIDED TO THE FIRE OFFICIAL PRI& TO ia..JANC_ 1F �•.
BUILDING PERMIT. THE APPLICANT IS RESPONSIBLE FOR THIS TEST.
16. INTERIOR LANDSCAPING REQUIREMENTS:
PHASE III PROPOSED PARKING & DRIVE AISLES: 1,571 S.F.
REQUIRED LANDSCAPING (10% OF PARKING & DRIVE AISLES): 157 S.F.
PHASE III PROVIDED INTERIOR LANDSCAPE AREA: 394 S.F.t
PHASE III TOTAL NUMBER OF PARKING SPACES: 8 SPACES
REQUIRED # OF SMALL TREES (1 PER 10 SPACES): 1 SMALL TREES
PHASE III # OF SMALL TREES PROVIDED: 1 SMALL TREES
17. NO ADDITIONAL FREESTANDING SIGN IS PERMITTED. BUILDING SIGNS PERMITTED BE BASED ON BUiLDINB FRC'NTAOE.
/ LEGEND
OEIR EXISTING IRON REBAR
/ EJECM EXISTING CONE. MONUMENT
OSIR SET IRON REBAR
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4201OOS2
PROJECT NO:
4201
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VIUNITY ,MAP
NOT TO SCALE ;
STORMBWATERNMANAGEMENT
\ f- DRY INFILTRATION BASIN I
1.0' DEPTH WITH 3:1 SIDE SLOPES
KITTY HAWK HAY
r BLOCK 254 TOP AREA a 3,990 SO. FT.
ORVILLE BEACH WEST TOP ELEV. m 11.00'
p: 6" M.B. 9 PG. 44 BOTTOM ELEV. = 10.00
_.... _.. _. , BOTTOMSHWF AREA ELEV.-- 7.50 430 SQ. FT.
NOW OR FORMERLY
n
I.G. HOLDINGS, L,LC. OPEN STORAGE = 3,210 cu. Fr;' /
P.O. BOX 120
SITEKITTY HAWK, N.C. 27949 /
I
I �
D.B. 1419 PG. 195
r < (i t EIj ' C ➢ai Jd ARM PIN 9875 16 94 4419 U
t 3300 NORTH CROATAN HWY. /.
ZONING: C
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, I 1- I ';: r r i ,Krl [I:I �II �, tiv k (` ` GRATE INV.: 9.70E
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1DEPTH WTH 3:1 SIDE SLOPES COVERh�Sl Lf SPREADER
2LF
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(SEE DETAIL SHEET 6)
r TOP ELEV, - 11.00 \
^l BOTTOM AREA a 2,084 SQ. R.
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OPEN STORAGE - 3,090 CU. FT \\ STONE O INLETS
ATLANTIC OCEAN o
(� DROP INLET (SEE DETAIL SHEET 6)
GRATE INV: 10.0E
W/ 15'0 RCP PIPE
\ INV. IN: 7.75E `p 1 LEVEL SPREADER INV OUT: 7.50E \ w
CONN
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`
--! LEVEL SPREADER DROP INLET
LENGTH: 11 LF.
\\\ (SEE DETAIL SHEET 6)
ZONING: C
ZONING: RL
DROP INLET
GRATE ELEV. - &83'
15' HDPE LOT 8
\ I INVERT OUT = 7.03' ORVILLE BEACH WEST
M.B. 9 PG. 44
DITCH ZONING: RL
LEVEL SPREADER
INFILTRATION BASIN
LEVEL SPREADER
LENGTH: 16 LF.
(SEE DETAIL SHEET 6)
MATCH EX. EOP � ///
ELEVATION
W/PROPOSED
CURBING, (CATCH
TYPE), PATCH
PAVEMENT AS REQ'D
EROSION CONTROL
STONE O INLETS
(SEE DETAIL SHEET 6)
NOTE:
RUNOFF FROM ROOF SURFACES TO BE
COLLECTED VIA PERIMETER GUTTER
NETWORK, OUTLETTNG INTO PARKING
AREA TO SHEET FLOW INTO
STORMWATER MANAGEMENT BASINS
(SEE DETAIL SHEET 2)
MATCH EX. EDP
ELEVTION
W RAOPOSED
�Y P
CURBING, (CATCH
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INFILTRATION BASIN
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(SEE DETAIL SHEET 6)
0
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\
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EROSION C TROL
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(SEE DETAIL SHEET 6)
\ t6 \ \
\ IflF STORMATER INFILTRATION
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- 1r / ` r 9 'LOT i \ \ p' � 1' DEEP 3:1 SIDE SLOPES
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A INV. IN/OUT: 9.25' 1 G
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ll ,
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i ,,.. \ . `♦ LENGTH: 8 LF.
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INV OUT:
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/ LENGTH: 5 LF.
/ (SEE DETAIL SHEET 6)
/ EROSION CONTROL.
STONE O INLET
LOT 7 (SEE DETAIL SHEET 6) q
\'
ORVILLE BEACH WEST
M.B. 9 PG. 44
o.
ZONING: RL /
L /
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M.B. 9 PG. 44
ZONING: RL /
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(SEE DETAIL SHEET 6)
/
/
LOT 5
ORVILLE BEACH WEST /
M.B. 9 PG. 44 /
ZONING: RL
\r /
/
/
/
/
/ ORVILLELOT BEACH WEST
M.B. 9 PG. 44 /
ZONING: RL /
/
/
/
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/ LOT 3
/ ORVILLE BEACH WEST /
/ M.B. 9 PG. 44 /
ZONING: RL /
/
\ DROP INLETS
ATE IN
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\,t�6 �!� Il�i'1 ( \ r� • �.t •', \♦ ;` \ `:.. `\� DRY INFILTRATION BASIN
/ ` :. �♦ , ♦ \ - 1.25' DEW WITH 3:1 SIDE SLOPES
`'' : �ZyC � \ 09E� tr S @ •. ♦ \♦ cMF �\ TOP AREA - 2,833 SO. FT.
QRO\\y\f�R ♦(`o rL .: `;,�,, ,♦I♦ ` TOP AREA
1,28 a
P G
\ BOTTOM AREA = 1,286 SO. F7.
0J O�,S• l ••� •, ♦� \:�•,, BOTTOM ELEV. = 10.00E
\ ♦ RAW STORAGE = 2,574 CU. FT.
l
2 LEVEL SPREADER
s .�� \� • ' ; 1 < INFILTRATION BASIN
r 2A •`A • . ^� \ , / �_ LEVEL SPREADER
\ \ \ • ' �; , + a'\ LENGTH: 9 LF.
'A ... i d `, (SEE DETAIL SHEET 8)
1
' % �i ♦♦7•�(i!_� \ "'' ..y A..'.-
♦ rf�. �� . �i \ �_ STORMATER INFILTRATION
\\ %: % ♦\ \ + : I EROSION CONTROL \< >\ BASIN FOR SIDEWALK RUNOFF
CONIC. FLUME\ . �:i, �♦Z�, \ \ % - STONE O INLET < 1' DEW 3:1 SIDE SLOPES
o INV. = 12.0E \-%%"♦J`{ .I/%� (SEE DETAIL SHEET 6) _\
15' HDPE \ t \
INVERT OUT = 9.0E �� \
1 \ TIE TO DROP INLET AT HELGA
\ i CMF �` STREET AND U.S. 158
DROP IN
LET�� ` v
GRA V. 12.00'
.`� / INVFRTVN = 9.00' LOT 1 AND PT. LOT 14, BLOZK 15 ,
INVERT T = gm,\
ORVILLE BEAC4 AMfN[SED \ MATCH E%. CONIC.
M.B. 9 PG.,�fF' \� \ \ CURB RAMP ELEVATION
v `< NOW OR FORMERLY `♦ `�
�� `♦ OUTER BANKS POOLS -AND SPAS, INC.\
P.O.'1467 g_ cuF
,\ \ ♦` KITTY HAAK, N.C. 27949 `
12" RCP Q% 1507 PG. 84
/ 316 93 8944
3200 200 NORTH
H CROATAN HWY. ♦
LOT 1
ORVILLE BEACH WEST
/ M.B. 9 PG. 44
/ ZONING: RL
LOT 2
\ ORVILLE \1\ BEACH WEST \ M.B. 9 PG,
ZONING: RL \
MATC04k EDP
E TIGN
PROPOSED
CURBING, (CAT(
TYPE), PATCH
PAVEMENT ASA
5
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PROJECT NOTES:
1. SUBJECT PROPERTY:
ORIGINALLY A 89.487 SO. FT. (2.05 AC.) TRACT LOCATED ON U.S. 158 (CROATAN HIGHWAY) AS DESBRIDLD
IN D.B. 1574 PG. 019. CONSISTING OF LOTS 2-14, BLOCK 15. ORVILLE BEACH AMENDED SUBDIVISION A5
RECORDED IN M.B. 2 PG. 144, KILL DEVIL HILLS, DARE COUNTY, N.C.
STREET ADDRESS : 3210 N CROATAN HIGHWAY, KILL DEVIL HILLS, NC 27M
2. CURRENT OWNERS:
PHASE 1: (BUILDINGS 1.2,3)
COMMON ELEMANTS:ISLAND LAND CENTRE COMMERCIAL P.O. BOX 1600. KITTY HAWK, NC 27949
UNIT #1:RRST SOUTH BANK 1311 CAROLINA AVE., WASHINGTON, NC 27889
UNIT p2oFlRST SOUTH BANK 1311 CAROLINA AVE., WASHINGTON, NC 27889
UNIT (13!BTAL, LLC 116 GABLES WAY, KITTY HAWK, NC 27949
PHASE 2: (BUILDING 5)
HAWK NC 27949
A LLC P.O. BOX 2084 KITTY HAWK,
WEDG REALTY.
PHASE 3: (FUTURE BUILDING 4 OUTPARCEL)
FIRST SOUTH BANK 1311 CAROLINA AVE., WASHINGTON, NC 27889
3. CURRENT PROPERTY DATA:
PIN NUMBERS - 9875 16 94 6195 (00, 01. 02, 03, 05) [PHASES 1 & 2: COMMON ELEMENTS, UNITS 1, 2, 3 & 5'
9875 16 94. 8182 (PHASE 3 - FUTURE BUILDING 4 OUTPARCEL)
TOTAL DEVELOPMENT AREA: 89,487 S. FT. (2.05 AC.)
CURRENT ZONING: C (COMMERCIAL)
% LAND DISTURBING ACTIVITY: 7.3% (0,15 AC.t) [THIS PHASE 3]
FEMA DATA : FIRM-3720987500J (9/20/06) (NAVE, 1988 DATUM)
ZONES AE(EL 8) & ZONE X, SUBJECT TO CHANGE BY FEMA
4. USE SUMMARY: (ALL PERMITTED USES IN C ZONING)
EXISTING USES: PHASE 1 - OFFICE USE, BUILDINGS 1-3 AND ASSOCIATIVE INFRASTRUCTURE
PHASE 2 - RESTAURANT W/ DRIVE-IN USE, BUILDING 5 AND ASSOCIATIVE INFRASTRUCTURE
PROPOSED USE: PHASE 3 - MIXED OFFICE & RESTAURANT W/ NO DRIVE-IN USES, BUILDING 4
5. EXISTING DEVELOPMENT SUMMARY: (PER SURVEY ISLAND LAND CENTRE -PHASE II, PREPARED 7/2/08 BY B.LL.D,)
BUILDING 1-3: (3) 50.3E x 30.3. TWO STORY FRAME OFFICE STRUCTURES ON PIJNG FOUNDa710i1,
(PHASE 1) GROUND LEVEL PARKING BELOW BUILDING AND (2) ATTACHED ELEVATOR TOWERS BETWEEN.
GROSS FLOOR AREA PER TWO-STORY BUILDING: 3,04E S.F.
TOTAL BUILDING FOOTPRINT AREA: 5,448 S.F.
BUILDING 5: 48.8' x 36.3, ONE STORY FRAME RESTAURANT STRUCTURE ON CONCRETE. SLA8 (ON t,RA.DE)
(PHASE 2) FOUNDATION.
ENCLOSED RESTAURANT AREA = 1,833 50. FT.
6. LOT COVERAGE DATA:
TOTAL DEVELOPMENT AREA: 89.487 SOFT.
MAXIMUM ALLOWABLE COVERAGE: 58,167 SQ.F.T (65%)
EXISTING COVERAGE: 50,427 SQ.FT. (PER 7/2/08 BY B.I.L.D. SURVEY)
PROPOSED COVERAGE:
BUILDING 4: 42' x 81', ONE STORY FRAME STRUCTURE ON CONCRETE SLAB (ON GRADE) FOUINP" fiN.
PROPOSED BUILDING FOOTPRINT AREA: 3,434 S.F.
PROPOSED SIDEWALK AREA: 2,310 S.F. (INCLUDES NEW SIDEWALK TO EX. 158 SIDEWALK)
PROPOSED DUMPSTER PAD: 67 S.F
EXISTING LOADING ZONE TO BE REMOVED: -483 S.F,
TOTAL PROPOSED COVERAGE: 5,328 S.F.
TOTAL EXISTING AND PROPOSED COVERAGE AREA: 55,755 SQ. FT.
TOTAL % COVERAGE AREA : 623%
7. WASTEWATER DISPOSAL DATA:
DEVELOPMENT AND EXISTING SYSTEM ARE PERMITED BY DARE COUNTY HEALTH DEPARTMENT,
PERMITS #15721 AND #16433
WASTEWATER VOLUME: 2,970 GPD, SEE WASTEWATER SPECIFICATIONS FOR SUMMARY BY USE
LOADING RATE: 0.6 GPD/SQ. FF.
ACTIVE AREA: 990 LF. OF L.P.P. DRAINUNE,
CONSISTING OF 22 LINES AT 45 LF EACH AT 5' O.C.
REPAIR AREA: PROVISION OF 100% REPAIR AREA
B. NCDENR DIVISION OF WATER QUALITY HAS ISSUED A HIGH -DENSITY STORMWATER MANAGEMENT PERMIT
#SW7050701, DATED 7/26/2005, FOR THE OVERALL DEVELOPMENT OF THIS PROJECT.
9. PARKING SUMARY:
KDH TOWN CODE REF.: 153.076 (D)-TABLE OF PARKING REQUIREMENTS -SHOPPING CENTERS/OFFICE COMPLEX
-GREATER THAN 10,000 SF AND RESTAURANT USES WITH DRIVE-IN SERVICE
I. EXISTING BUILDINGS #1 - #3 (OFFICE USES)
TOTAL GROSS FLOOR AREA: 10,794 SF (INCL 2-FLRS/SLDG. 2 ELEVATORS, BLDG 1 GRND ENCLOSURE.)
CODE REQUIREMENT: 1 SPACE/250 SF OF GROSS FLOOR AREA
PARKING SPACE REQUIREMENT: (43) SPACES
11. EXISTING BUILDING #5 (RESTAURANT W/ DRIVE-IN SERVICE USE)
TOTAL GROSS FLOOR AREA: 1.771SF
NUMBER OF DRIVE-IN WINDOWS: 1 WINDOW
CODE REQUIREMENTS: 1 FACE/250 SF OF GROSS FLOOR AREA + RESERVOIR LANE CAPACITY EQUAL TO
5 SPACES/ORWE-IN WINDOW
P A (12
PARKING SPACE REQUIREMENT (7) SPACES + (5) RESERVOIR 0 R LANE SPACE CAPACITY CITY = ) SPACES.
AN RESTAURANT W NO DRIVE-IN SERVICE PROPOSED BUILDING #4 (MIX USE OF OFFICE D / )
TOTAL GROSS FLOOR AREA: 2,290 SF OFFICE + 1.110 SF RESTAURANT - 3,4DOSF
CODE REQUIREMENT:1 SPACE/250 SF OF GROSS FLOOR AREA
PARKING SPACE REQUIREMENT. (14) SPACES
IV. TOTAL REQUIRED SPACES FOR DEVELOPMENT: 69 SPACES*
V. TOTAL EXISTING SPACES PROVIDED ON -SITE: 90 SPACES' "INCLUDES RESERVOIR. LANE CAPACITY
10. MINIMUM BUILDING SETBACKS
C ZONING - COMMERCIAL USE
FSFRONT YARD 30' REAR YARD 30,
TREET SIDE YARD 15 SIDE YARD 12'
11. ALL UTILITIES SHALL BE PLACED UNDERGROUND.
12. THERE ARE NO ARMY CORPS OF ENGINEERS "404' JURISDICTIONAL WETLANDS LOCATED ON -SITE
13. UGHTING PLAN SPECIFICATIONS: UGHTING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 153.074 OF THE
TOWN CODE PERMITTED ILLUMINATION LEVELS (COMMERCIAL) SHALL RANGE FROM A MINIMUM OF 4
FOOTCANDLES TO A MAXIMUM OF 7 FOOTCANDLE AVERAGED ACROSS THE PARKING AREAS WITI,N THE :.:,iE.
14. ALL BUILDINGS SHALL BE PROTECTED THROUGHOUT WITH AN APPROVED FIRE SPRINKLER SYSTEM
REWIRED HYDRANT FLOW = 1,500 GPM WITH 20 PSI RESIDUAL
15. A FIRE SUPPRESSION WATER SUPPLY OF 1,500 GPM SHALL BE MAINTAINED. A WATER FLOW TE T TC, SEE IF THE
REWIRED FIRE PROTECTION WATER FLOW FROM THE NEAREST HYDRANT WHICH MEETS THE `IEOU:P.ifLEN :3 OF
NCFPC SECTION 508.5.1, SHALL BE CONDUCTED AND THE FIRE OFFICIAL NOTIFIED 24 HOURS PRIOR TO T:.STINo.
APPROVED DOCUMENTATION OF THE TEST SHALL BE PROVIDED TO THE FIRE OFFICIAL PRIOR TC ISSUANCE OF A
BUILDING PERMIT. THE APPLICANT IS RESPONSIBLE FOR THIS TEST.
16 INTERIOR LANDSCAPING REQUIREMENTS:
PHASE III PROPOSED PARKING & DRIVE AISLES: 1,571 S,F.
REQUIRED LANDSCAPING (10% OF PARKING & DRIVE AISLES): 157 S.F.
PHASE III PROVIDED INTERIOR LANDSCAPE AREA: 394 S.F.*
PHASE III TOTAL NUMBER OF PARKING SPACES: 8 SPACES
REQUIRED $ OF SMALL TREES (1 PER 10 SPACES): 1 SMALL TREES
PHASE III # OF SMALL TREES PROVIDED: 1 SMALL TREES
17. NO ADDITIONAL FREESTANDING SIGN IS PERMITTED, BUILDING SIGNS PERMITTED BE BASED ON rU LD!Nr FRONTAGE.
LEGEND
OEIR EXISTING IRON REBAR
EIECM EXISTING CONC. MONUMENT
OSIR SET IRON REBAR
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=z*b DRAINAGE FLOW
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GRATE, ELEV. = 11.00E P.O. BOX 1876 \\\
12 RCP KILL DEVIL HILLS, N.C. 2794-8
INVERT OUT - 9•0T D.B. 396 PG. 044
PIN 9875 16 93 8780
3118 NORTH CROATAN HWY.
ZONING: C
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DESIGNED:
CHECKED:
BPG
DIAR
DRAWN:
APPROVED:
DMR
MSB
SHEET:
3
7
OF
CAD FILE:
420100S2
PROJECT NO:
-
4201

a
O �
01
� x. N
NOTE;
s o
ALL WATERLINE CONSTRUCTION SHALL BE IN rn S
ACCORDANCE WITH SECTION 21-1.3 THE TOWN OF SOD BASIN SIDE SLOPES & BOTTOM a SOD BASIN SIDE SLOPES & BOTTOM O ._ o
WITH TIFWAY BERMUDAGRASS O WITH RFWAY BERMUDAGRASS J' wrlee 3'
KILL DEVIL HILLS WATERLINE SPECIFICATIONS. ANY - PARKING LOT CURB AND GUTTER PARKING LOT CURB AND GUTTER o
_ DEVIATION FROM WHAT HAS BEEN SPECIFIED CONSTRUCT BERM TO
HEIZEIN, SHALL BE APPROVED FROM EITHER THE COPPERSETTERS: FORD W/ BUILT-IN 2 BACK OF CURB ELEV. VARIES TIE TO EXISTING BACK OF CURB ELEV. VARIES
TOWN OF KILL DEVIL HILLS WATER DOUBLE BACK CHECK BALL VALVES, MINIMUM BASIN TOP ELEV: (SEE TABLE) NATURAL GRADE N o n
Ea' SUPERINTENDENT OR THE PROJECT ENGINEER. LOCKING ANGLE VALVE, (9" DEEP OR TIE 70 EXISTING GRADE IF HIGHER. GRADE VARIES 11.0'+ o o N
EXISTING of / (\ f .: :.: ( ,.f(`(il\ .: r 5 I n la,L", ` , : o�rgZMN
STRETCHSETTER, MODEL/ / hWfi t)Ii)r1,I)ri}� I\}III w -- D_
VB-HH-172-W-PJ-)(DP OR GRADE r �.. n(1 3 • , \ \ \• a. i v ¢.oN
1/4"/FT SLOPE BROOKS, OR DFW, 14.19 CE STANDARD VARIES 3 (7h(TihQhC\( y 3 i l \., -��i \ \\' / \ ,'✓�." \.• t 1 1F`"
' APPROVED EQUAL PLASTIC METER BOX WITH CAST IRON UD m \C/'y, \ _�
\ . 1' / FT SLOPE OR APPROVED EQUIVALENT i A .� \� \/\C \i/\ \i\�-� A! n` T� L%l. \//� \ \ i\�\\\ \y,•� �� ! ,l \ \�/\-�\/ \ l t 4 ,"` , t U��i\\i
'•' . \V�\/i`/ \�\/i/i \. .I 'yfi r)i.:k f,'..<i� �\/�' \ •\\' /\ \\!�\\ /�- \\-;l\�\\�\/))/�\\fir\\ y / /\ \�\i j' )rJ \dn.\a\\ \ i\/�\\/ir\\}'�-`\!\ �n ,a.ow�lQ
\ \ \. (! 1�(, \\/,\/�\ \\..\ `\\�\ \4r '\\. / /\ \ / 'aye /`�\.^\� /a \
/ \\ \i f 3 3 FINISH GRADE IM��1(!B((a1(fd(L r611 \\/ \\�\\�i`�� \'\�\\ /\�- \\� ` �,\' '✓r. \ �i' '�
PAWNG \\ •!. /\\i \ / /\\ \/ / / \ \/'/ i . . i`�\�,ft,// �� /\/ ,�i / �� \G\�\y'�\\` �.}\\\ �i,. �a �\! /.A V/.. .\ /./ a\\..\ FROM BACK OF CURB, SLOPE AT 3:1 / \ \ / /\G✓/\\� ,✓ \��i\ \ /\�\i'C\/ ��i\�� \\r\ �\y \�.; ?tea, \.,,'„., m
2" i2 ASPHALT\i\\\�\�/,/i\\ \/ /\/ \ \/ /\/ \`` 1 1 \`� %%\/ \\ /%,, \\'` ��\"�i\�\ �� \ /Y \ i��\\\/\�/, ✓ /�\ \ i'i`\ \� FROM BACK OF CURB, SLOPE AT 3:1 70 MAXIMIZE DEPTH OF BASIN \ \SC\ 'Ci N\iiV/\\ :��, �(\r\�\ \��\\�\�y\\�\\ \\%,,.,
- .//\\/\\\/ /\/\\ \/ /\/ \\' \, (1\/\ ,\\\ \/ /\/ \\r�y\ \!a\\\.,\\i/a\,.\•i\F\\.70 MAXIMIZE BOTTOM WIDTH OF BASIN BASIN BOTTOM ELEV.: VARIES, 100'+ "\\��\�i,�\ \\\�\!a%fi\\X\\a��i \i\\\
6' ABC /. \\\!\!✓/�\�\\��\\�\\� \\ \\ \ \i \ / -i\i i \ �
\/ \` BASIN BOTTOM ELEV.: 10.0' :\\'\ \/\ \�\Y•"' BASIN BOTTOM WIDTH: NONE��\\`� // i\ \Y,\\ ,✓. i\\\/`�
COMPACTED SUBCRADE \/\\\� \\�\\/ BASIN BOTTOM WIDTH: VARIES i�i�\Fl•/,\/'
/ ,% \\/ / TYPICAL INFILTRATION BASIN SECTION B-B TYPICAL INFILTRATION BASIN SECTION C-C TYPICAL SWALE SECTION
PVC WATERLINE \\\\ \ / %\ NOT TO SCALE r
FORD, HAYS, OR NOT TO SCALE SECTION LOCATION AS NOTED '' 1 L u
YOKE VALVE MUELLER YOKE NOT TO SCALE SECTION LOCATION AS NOTED
al i. rn c
TO
CORPORATION VALVE WITH COMPRESSION SERVICE 'TUBING- POLYETHYLENE CONSTRUCT BERM E) N
COUPLING PER AWWA C800 HAYS MFG ORANGEBURG SP WATER SERVICE, MINIMUM BASIN TOP ELEV: (SEE TABLE)'
BRASS SERVICE SADDL CO. 5605-DF OR APPROVED EQUAL YARDLEY OR APPROVED EQUAL SLOPE AT 3:1 TO MAXIMIZE SLOPE AT 3:1 TO MAXIMIZE OR TIE TO EXISTING GRADE IF HIGHER, \ L- EXISTING ; I ° E
# STAINLESS STEEL BANDS SHALL BE FINISHED GRADE ELEV: VARIES 14INIMUM BASIN TOP ELEV: (SEE TABLE) BOTTOM WIDTH OF BASIN \ E
BOTTOM WIDTH OF BASIN rr,• (; lr)".1r)I\Wry GRADE m c
W/ DOUBLE BRASS USED FOR ALL JOINTS. 30' MIN. MINIMUM BASIN TOP AREA: (SEE TABLE) VARIES `. `?' o
BOLT, A.W.W.A. COVER \ r r r 1 •Ar nl )f,ir 'ir" irArh 1 .}(T �C - \',�.`v j ��Ci`i\i } IJ',;' } ,�r.� ,,> '>
SOD BASIN SIDE SLOPES & BOTTOM !t•,t7��(h .\\�'i��'\\\�\�/��n\\�'✓?�:. m c
SPECIFICATION C80O �� � ��i�\v\�'i`i\ � �fM)r :I), r) r()r, SEDIMENT ACCUMULATION BENCHMARK WITH TIFWAY BERMUDAGRASS r t�,..,�t:(�r `�, \ \�i` \`}�\\�./\\i\i/\i \r'�\ \\i\'\\•''i- Is 1 °' w
THREADS
`J.,\\�\\/i\\�\i�\\ \�{,\�\i\\i \V\��\\ `\i\� i \` i )� , d y �t7,r f i ,y\/��i\\�\\\ \a> rn v
NOTE WATER SERVICES TO TERMINATE A7 METER �/�\\ \��\'\ia/\\\ \/ yj\\\r�\�\i,\' �i .l•ld'l,•ik (SEE TABLE) 3 'i( SR'` /J \�\�/\\/\ / \\�i\\�\`?r\\/\�\�\`\��\\ \\�
WATER SERVICE DETAIL STOP IN STANDARD PVC METER BOX WITH CAST IRON COVER.\/\�\\/ \ \ \ ik \�\\ G\\/ / \ \ {
METERS WILL BE INSTALLED BY TOWN OF KILL DEVIL HILLS i \ \\ ii \\/ it\� J, �i /\�/ /\�. �v%. y "- .'r t \ 1 i `\ \ \\ \�"iY' \ \/\/\\ \ /\ i/\\/\i\\%�\�i\Y��. \\�Z�\��% s
NOT TO SCALE WATER DEPARTMENT \ \\\ \\/'\�% \\�\/\\\/\\ \\�\\ /1\�\\r \� 'rS I I I� \ \ \ / '(� \'( r\i/r\V
� \ vin\�\\.\�\�(\\�'y /\\ \ \ �\v'' ° I A r .'lrlt n 1 lr)R1rrri tlrJh 1rP, rt.+h r \
BASIN BOTTOM
ELEV: (SEE TABLE) \\ yA \,i`� / \ • \\� i \ \ \i \�%^� /R� \\ \��y�•i /\r\\\ \ \\. \/\\ \\i\ii\\r'\\;\�,
- .\\'(\i /\i \\�'(\/�l /�\!\ram \•• / .J`�. / / `"\�/ \'� % �Y/\�\i\ /\ \ / \ \� �1\ \�/\\i\�� \ /\�•i�\� \����i`\ �/ /\. \\'•
\� BASIN BOTTOM AREA: (SEE TABLE) 24"+ .
18"X1B'X6" THICK PAD .C�/�/ .a\ ,./. \\,. SHWL' 7.5' MSLt \.A' \.. {, \.. �ia\+. \ \/../ \ \.r./a. \ i. i a\ ✓ �\.a\i i, 1\ ,/..\�\ \: .\ � �\� %�\ia\\'` `�'/��
CAST IN PRE -CAST OR �I O N
TYPICAL INFILTRATION BASIN SECTION A -A o z rC
NOT TO SCALE SECTION LOCATION AS NOTED a
WO=�vi
LEVEL SPREADER o o ry
PLATE BOLTED TO MINIMUM BASIN 2" 5-9.5A CONCRE'is "OwC ED x
NOTEs. INLET PIPE ANCHOR POSTS BASIN I.D. SLOPE DEPTH (Ft.) TOPAREA (S.F.) BOTTOM AREA (S,F.) TOP ELEVATION (Ft.) BOTTOM ELEVATION (Ft.) OPEN STORAGE (CU. Ft.) ASPHALT CONCRc'(E a O A m
SURFACE COURSE o O a
Cn T eoz SPACED ® 8' D.C. AND Q o 0
1. CONCRETE SHALL NOT CONTACT BOLTS BASIN #1A 3:1 1.0 3,990 2,43D 11.Ot 10.Ot 3,210 3 �� o U O O M
OR ENDS OF MECHANICAL JOINT FITTINGS. AT EACH END 3,090t
TAPPING SLEEVES TO BE BASIN#iB 3:1 1.0 4,095 2,084 11.0'i 10.Ot y;y...`•?'::...:Y:;_...•[.;�r.�:r...�•:,n-. ?,, p
2. SEE STANDARD THRUST BLOCK TABLES ROMAC SST B.6D x 6", SST
FOR AREA OF CONCRETE REQUIRED. 6.60 x 6' D.I. FLANGE BASIN#2 31 1,25 2833 1286 11,25't 10.0't 2,574t .O V1� w aR CI
TAPPING VALVES OV BE GLOW 1 t ` f ( ^ C 1y� W
F-5093 OR APPROVED EQUAL IIiIIIIIIIIIIIIIIIIIIII III IIII IIII II IIIII IIII I�I I'I'�I�'IiII IIII IIII . �\ L"' r rW-I F 0 C O
PROPOSED 6' GATE VALVE r MIN. INFILTRATION BASIN TABLE tY, w N
6" EXISTING MAIN 6' WATER _ _ _ _ _
LINE 6' TAPPING RES
1I II I �LI I11 111 I it =� � III I II I III I II 1) I� I II 111II BASIN I.D. DESIGN DEPTH (FL) DESIGN BOTTOM ELEV. (FMSL) REMOVAL ELEV. (FMSL) \ ` \ t6 BASE COURSE m a H
VALVE I I1=1I I=III-I I IJ I -I i ll_I I I-111=111=111_ I=III=1 .\
d b ° • 10.00 10.25 ,
0 12" WIDE x 6" DEEP BASIN#1A 1.0
CONCRETE THRUST BLOCK o° o ° o o U
CONSTRUCT PER THRUST
v o0 RIP -RAP LINED BASIN #1B 1.0 10.00
BLOCK DETAILS FOR TEES '° a o WAITER LINE TRENCH, ALONG BASIN#2 1.25 10.00 _ 10.31 TYPICAL PARKING LOT
"� Al
4 .°
LENGTH OF LEVEL
a 3.00o PSI SEE OUTLET PIPE SPREADER PLATE NOTE: ACCUMULATED SEDIMENT SHOULD BE REMOVED DOWN TO THE BASINS ORIGINAL DESIGN DEPTH. ~ w
TAPPING SLEEVE o CONCRETE '� '' STABILIZATION FOR z4" MIN. POND INLET PROTECTION/LEVEL SPREADER PAVEMENT SECTION �zC4 q�
EXISTING THRUST BLOCK . • '-d .•'.,, DIMENSIONS & SEDIMENT BENCHMARK TABLE NOT TO SCALE M Q O0 ^
WATER .. (2 C.F. MIN.) 2' x 2'
MAIN PLAN PROFILE %.'•.,'• BEARING AREA QUANTITIES) NOT TO SCALE SECTION A -A
NOTE:
PAVING SHALL CONSIST OF FINE GRADING THE SPECIFIED PARI<ih:" :i F x K MI
DRIVE AREAS AND INSTALUNG 2" 12 ASPHALT CONCRETE SURFAC- E-A w m
N.T.S. N,T,S
SOLID CONCRETE OR BRICK BLOCKING SHALL SPREADER MUST BE LEVEL TREATED 2"X10" MAY BE ABUTTED COURSE IN CONJUNCTION WITH A A AGGREGATE BASE COURSE(/+7
BE USED AS FOOTING FOR DUCTILE IRON STONE), THE SOIL SUBGRADE BENEATH PAVEMENTS SHAD BE
TAPPING SLEEVE DETAIL PIPE. PVC PIPE SHALL REWIRE A 3,000 END TO END FOR MAX. SPREADER COMPACTED TO AT LEAST 95% OF ASTM D 698 PRIOR TO ANY
P.S.I. CONCRETE FOOTING. LENGTH OF 50' PLACEMENT OF SUBBASE FILL OR STONE BASE COURSE ^
NOT TO SCALE 6.. 1 MIN
BASIN SIDE SLOPE
FINISHED GRADE CREST ELEV.: 10.17' -n ALL SITE PREPARATION AND THE DESIGN AND CONSTRUCTION <" 1-.LL
v- FOUNDATIONS, GROUND SLABS, AND PAVEMENTS SHALL 6E: IN
FINISHED GRADE O O ACCORDANCE WITH RECOMMENDATIONS PROVIDED BY A GCOTECHNICAL
ENG
Z
(//(/Ah11(//(h(li(d//(hfl ( �) / - 2" MIN. OOO OER
O F
_ I-1 I II
\�\� \i\i\\i \\/ii\i\� �`i\i\\i\\�\i\\\\\���\ \�\ \\\\�\j\\�\\\i\ \\� \\�\\� \���\\\ \�\ %� \\�\\\// I1-1I p o oC) OO 6' MIN. O OOOa o QOO /fin✓ 12" WIDE x 6" DEEP C�
\�\\�i\i\\�' /\\�i\i\\i \\ \\ice\�\\\\i\��i \ \\\ \\�\\�\i\� \\\ \\i\\i \\/ a\i\\i \\//f//<, \� \\�\\� \�\\' -III O �DO� o _I 11- O V RIP -RAP LINED L "1
\ _ Q BASIN BOTTOM e e'
\\\�\/.\\.\\\!\ ��• j\� \\i \\/\i\�' \\/\\�\\�\\\/\\�\/�\\i /\/\\\. TRENCH, ALONG 1 2 R
k �% �. j WATER SERVICE LINE I I -I I I -I I ( �OQ OO A /
_ _ _ _ _ _ _ _ LENGTH OF LEVEL /� FINISH GRADE 2 /Fr F y
\/\Y \\ \ _ O SPREADER PLAiE , ` (Gy
\\ III -III -III III-! I i-III-III-III-III-III-III-III-III I I -I I I_I I_ A q0 O 3 R i/B R
SIDE OF CROSSING ✓\"%/\� �`/\\�\�\\% \\\\�\ { I-1 1_I I {-1 I I-1 I I _I I 1-�-� I-1 I I -I { I I-.. �_� I (�J/��J o -FINISHED GRACE
\i�\\, \/ 3D00 PSI CO}JCRETEi J
rr ,,
\/ \\� /'�\ v / \ \ \/ / / \ INLET PIPE
\' \\ 18" MIN. REBAR SUPPORTS
\\/ i\/ \\ \/' \\Y \�/\\ \\/ /�\i \\/\ i\� zo �I
\\ \rid \\``\\i \\/< \\\'• /\i\\i\\i \/\\ \\#\�i\L\�i 8' MIN. SPACING OQ F Icy
\\j j\j \\fit\�` /\% PRESSURE SEWELt FORCE MAIN\j\/ \\/ %\/ \\ �/ / / I'"LI
l\\'\/'\\�/� \�\� .. DR GRAVITY C
(BELOW WATER LITION NE LINE%\\�\%\\\ - OREGAANTI COLLECWRON LINE \i\\\. (SEE RIP -RAP INLET OO BASIN SIDE SLOPE
\�. (/ / / > \�\�\\�i\\�\i��\/\� (BELOW WATER UNEZ, TYPICAL LEVEL SPREADER DETAIL PROTECTION FOR STANDARD CURB AND GUTTER SECTION (COLLEC10�
DIMENSIONS & NOT TO SCALE
✓�y NOT TO SCALE FRONT VIEW r�rj U a
QUANTITIES)
1/2
' R F;lTSI!1D GRADE
LEVEL SPREADER FINISHED GRADE �. /
\ \ \ \\•<\ \�\ i\\\\�\\/�\i\\i \\%\\i COVER W/'WATER' IN PLAiE BOLTED TO 3" R
18'X18'X6' THICK PAD POND INLET PROTECTIONILEVEL SPREADER 1 q
SEWER LINE SHALL RAISED LETTERING CAST IN PLACE OR ANCHOR POSTS
BE DUCTILE IRON CONCRETE PRE -CAST COLLAR SPACED ® 8' O.C. AND NOT TO SCALE FRONT .VIEW , .• / ,µl-. - / W
ENCASEMENT IF INSTALL TOP
10' EITHER SIDE SEPARATION IS EDGE FLUSH WITH AT.EACH END 3000 PSI corlcRET>;;.
OF CROSSING LESS THAN 18" - GRADE (TYP.) zD `- -- E`•+I
f yam
WATER MAIN/SEWER LINE CROSSING DETAIL WATER SERVICE / SEWER LINE CROSSING DETAIL FINISHED GRADE 4" X 4" PREFlN P
NOT TO SCALE SEE NOTE 1 NOT TO SCALE SEE NOTE 1 • �"•i' "
ALUM DOWNSPOUT STANDARD CURB AND GUTTER SECTION (DUMP1
V� A
NOT TO SCALE
NOTES: z
ALL WATER/SEWER CROSSINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH h ` SCASTTRAP IRON FLAT
HEAD
_ _ _ A 3a° (MIN.) CONTRACTION JOINTS SHALL BE PLACED AT WIT INTERVALS.
FILLER
w+�
ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT FlLLEft AND S.=ALE1?, L p `1 a
THE ABOVE NOTED DETAILS. DEWEY BROTHERS, INC. STRAP LT FLAT HEAD ( �a � � I .�
��, 2" DIAL SCH. 80 EXP BOLTS CAST IRON ao /� '�v fxT
VBX-TE-38 CAST IRON PVC PIPE,(THROUGH "FERNCO' C.I. TO DOWNSPOUT �- -- U) Q
VALVE BOX SIDEWALK WITH PVC ADAPTO BOOT PIPE OUTLET TO WELL ------r
OUTLET TO COUPLING DEFINED CHANNEL
PARKING LOT) PLAN VIEW - - n - �'
6" RESIUENT WEDGE VALVE PVC PIPE FINISHED ( o
CONFORMING TO A.W.W.k �- I �' •+ ( Fry)
C500 SPECIFICATIONS & 1 GRAD L a-� "�.+'r o
SHALL BE WAIEROUS, PLAN d; L pa
MUELLER '0" RING OR . "s
M&H, OR APPROVED PARKING 0 y4
EQUIVALENT LOT d ' ./ersH eorroM L = 6.0' �*- X" C 2 m z x
_ REFER TO ARCH a 1 4L 1/41. d'a+g m o 0 0 0 0
6" MECHANICAL ° DRAWINGS FOR d j," _
JOINT FITTING -4: ° ' � 0" ADDITIONAL DETAIL BECKON A -AT
< RATER CLOTH ,a0• W 6•-a•; IEc6MMmam FOR ENTIRE vERIKEtrn 1 1/2" I PREFORMED 5J8" HOLES
A ° I� RIP -RAP INLET PROTECTION
WATER LINE _ _ " off' M0 Oo 0,90 NOT TO SCALE y�g[„� o �g
_ < O O� 001.1- L/ 7 O O O NOTES 1. APRON LMWC MATERIAL IS RIPRAP ti 1 tea\ ,I � IS
2. Ld IS THE UEHCRIH OF THE RIPRAP Z Q tf C w
& d - 1.5 TIMES THE MAIRR IM STONE DIAMER. 3 3• "' BE r K A
HYDROCL L HOT BOX ENCLOSURE d A d A II BUT NOT LESS THAN 6 01CNF.& APRON �/3 -
MODEL LBIE (NO HEATER) . .
AMES SERIES 2000SS (OSY) 2500 PSI CONCRETE '' A III DOWNSPOUT ," �_ U m
6' DOUBLE CHECK VALVE ASSEMBLY. d fn 2 m
THRUST BLOCK 2 ' a x 2' BEARING #4 X 1'-6" REBAR uj W p < x �.
FREE STANDING FIRE DEPT. C.F. MIN. d AREA a - < S
INLET STANDING
CONNECTIONSFIRED ) : ' -- .A nlll OUTLET DETAIL _ /4.I �, W ED
GUARDIAN 4"X2 i/2'%'1 i f2" pp -- NOT TO SCALE 6" CONC. SIDEWALK FRAME, GRATE AND HOOD II S p o w
MODEL BRONZE24 75 A < IIIII NNI HCDOT STD. 840.03 3/16", BEARING BAR 3 I ELEVATION , N 8 s G� s
CONCRETE SLAB VALVE BOX DETAIL / 3/16" SOLID WEB SPACER PRE -CAST CONCRETE PARKING STOP LK o I a
6.5'X 3.7' 4' •� r
4.78' NOT TO SCALE \ y' FlI I F7 WEIRS NOT TO SCALE __ a Q N N
4' CHECK VALVE G GLASS 'B' CONCRETE CLASS 'B' ONCRETE ] jr LI ` \�fS 6.
ACE OF SIDEWALK TAsi��*ate'
GRINNELL MODEL 590 CONCRETE RING I 6' D.I.P. I , \ J\� 4 . r �` \. `. �� ` ry ( f p ) Z
I 4.04' , 1 \ \ ? ULTRA FLO PIPE 5 v4 O ^ N M
i __. a ..
. �` 0 MIN WALL THIICKNESS
n 6' O.LR -- 06. '� \ \ I p Y
UNDISTURBD FAft7H � � � � � I 1 R 1
1 r - CURB STOP
,L21�
r .. ,.'•.. .•, r HOPE WLVE INVER - w� ��•
5gsc
->a ,.AA..:C a, A...r,. >,A,. ..•)„\ a..A1 a .
.•. ��':. PSI
3' TYPICAL i ,<` SECTION A A
\ -\\�' }\\\z;\ \ \V\:`,.v'{....\\s _ 6'SUMP \ DETAIL SJB 6®:"
1 RT PIPE r STANDARD D VERTICAL GRATE
6 MIN 4 CON a •
\\\fir ` I I � � eb (�
:•q VA�j\av\42\f 1 Jy!
TYP SECTION - TEE OR BEND MIN. =P - _ ^, o I LL A('J
a D.I.P. E UNOISTURem I1W N.T.S. I \ 'r;`�q SECTION , , „A„
1 EARTH t} `` a \ � , � MODIFIED HUGGER BAND :'' '"+-
12, TYPICAL ALL f I
I THRUST BLOCKS I 5D !I DATE: ^4 SALE:
4 TO WATER MAIN AT N.C. 12 THRUST BLOCK ODETAILS 02/28/05 1 ^=50' PL
1 , N.T.S. �' DESIGNEE CHECKED:
B" D.I.P. 6' D.I.P. y NOTE: / I w 8PG MWR
Y PLAN -BEND PLAN -TEE 36• (
N.T.S. WRAP ALL FITTINGS IN 6 MIL PLASTIC N.T.S. {
BEFORE POURING REACTION BACKING . ALL 6' WIDE TRAFRC WHITE { DRAWN: APPROVED:
CONCRETE FOOTER AND CONCRETE TO BE 3000 PSI 3/, 6" SOLID WEB SPACER STRIPE (LYRICAL) Z
I �^
_�•+ MWR MWR
REACTION BACKING (TYP) 2-1/4" WIDE ; 4 SHEET:
CLIP ANGLE CONCRETE �� um 1/2" DIAL BOLT I i
REACTION BACKING (TYP) CON1XtEiE 'R{(�$T QLQp( $Iry{Ep(JLE "A" 6 of
PIPE TEE AND BEND DESIGN TOP VIEW �t g�
SIZE DEAD END PRESSURE PLAN tD'-D'
FIRE PROTECTION LINE DETAIL INCHES H L C.Y. H L C.Y. H H L C.Y. P L C.Y. PSI &�N Fd� . CAB FiL
SCALE.- , -z a" z ,s' 2.0' o.,t t.s' 2.0' 0.11 1.5' 2.0' 0.11 1.s z.o 0.1, 1.; z.o 0.11 tso BRICK CATCH BASIN NCDOT $40.01 420100D1
6 2.5' 2.5' 0,23 2.5' 2.5- 0.23 1.5' 2.0' 0.1, 1.5 2.0 0.11 1.5 2.0 0,11 150 NOT TO SCALE ULTRA FLO SLOTTED DRAIN DETAILS PARKING STALL DETAIL 0 PROJECT NO:
PRECAST CONCRETE ALTERNATE - USE CAROLINA PRECAST NOT TO SCALE �%
6" 2,5 2.5 0.23 3.0 3.0 0.33 2.5' 2.5' 0.23 ,.5 2.0 0.11 L5 2.0 0.11 150 CB-3636, NCDOT STANDARD 840.02 OR APPROVED EQUAL SCALE NONE GAGE OF PIPE MATERIAL:14 GA 4G.0�
- (LOCATION AS DENOTED ON PLAID)