SW7040401_APPROVED PLANS_20040405

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 1194(J I
DOC TYPE
❑CURRENT PERMIT
O�' APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

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1 1 APPROVE©
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1 MANAI 1 COMMMION
MOM OF WATER QUAL FFY
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LEGEND
❑
DROP INLET
POWER POLE
LIGHT POLE
BENCHMARK
DRAINAGE FLOW DIRECTION
Iqlpv
PROPOSED CHECK DAM
WATER METER
0
EXISTING ASPHALT
PROPOSED ASPHALT
a
PROPOSED CONCRETE
�� (}
RIP -RAP
�00.00
PROPOSED GRADES
EXISTING DITCH
-- -
PROPOSED DITCH
TOP OF BANK (TOB)
— - — -
91JILDING SETBACK (MBL)
PROPOSED NATCHEZ CREPE MYRTLE
PROPOSED OCTOBER GLORY MAPLE
PROPOSED RIVER BIRCH
a6!
PROPOSED BURFORD HOLLY
47.T.
0 y ^ r I i V- - - - - - - - - - - - - - - - - - - - - - T - ti CURBCONNE NL TCT OBOXSAT
St,.__. `� barn �� ELEV. 8.20
r
H_ E
—100 R/w
8 1 OU' K-VV
PROPOSED CONTOURS SHOWN FOR DETENTION
POND CONSTRUCTION ONLY. PROPOSED GRADES
ARE PROVIDED AS SPOT ELEVATIONS.
NOTIFY
ULOCO
AT
1-800-632-4949
FOR LOCATION OF EXISTING
UTILITIES
\ EXIST DROP INL
\ RIM �0.64
=
INV 8.22
EXISTING 18" RGP
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
ISO
1.
OWNER:
J.D.M. OF THE OUTER BANKS, INC.
5205 S. CROATAN HWY
NAGS HEAD, NC 27959
PHONE: [phone]
2.
LOT COVERAGE:
PHASE I
BUILIDINGS/CANOPIES 8,068 SF
ASPHALT 35,015 SF
CONCRETE = 2,216 SF
OPEN SPACE = 37,098 SF
TOTAL AREA = 82,397 SF
TOTAL IMPERVIOUS AREA = 45,299 SF (54.98%)
PHASE II
BUILIDING = 5,400 SF
ASPHALT = 23.108 SF
CONCRETE = 1,240 SF
OPEN SPACE = 21,931 SF
TOTAL AREA = 51,679 SF
TOTAL IMPERVIOUS AREA - 29,748 SF (57,56%)
RIGHT-OF-WAY
ASPHALT = 48,592 SF
OPEN SPACE = 74,784 SF
TOTAL AREA = 123,376 SF
TOTAL IMPERVIOUS = 48.592 SF (39-39S)
OVERALL PROJECT
TOTAL ACRES = 13.99
TOTAL IMPERVIOUS = 123,447 SF (2.83 AC)
X IMPERVIOUS = 20.23%
3.
THIS SITE IS LOCATED IN FORBES
CORNER. TOTAL AREA (INCLUDING R/W = 13.99 AC
4.
PARKING:
DRIVE IN RESTAURANT
SONIC
46 OUTSIDE SEATS (1:4) - 12 SPACES
23 DRIVE -UP ORDER BOARDS (1:1) - 23 SPACES
20 EMPLOYEES (1:2) - 10 SPACES
5 STACKING SPACES AT ORDER BOARD = 5 SPACES
3 STACKING SPACES AT PICK-UP WINDOW 3 SPACES
REQUIRED PARKING SPACES = 53 SPACES
PARKING SPACES PROVIDED 66 SPACES
(INCLUDING 2 HC AND 5 COMPACT SPACES)
SHOPPING -CENTER /RESTURANT
45 SEAT RESTURANT (1:3) 15 SPACES
10 EMPLOYEES (1:2) = 5 SPACES
3,600 SF RETAIL SPACE (1:200 SF) = 18 SPACES
REQUIRED PARKING SPACES - 38 SPACES
PARKING SPACES PROVIDED = 39 SPACES
(INCLUDES 2 HANDICAP SPACES)
TOTAL SPACES REQUIRED - 91 SPACES
TOTAL SPACES PROVIDED - 105 SPACES
5.
SHADING REQUIREMENTS:
(VEHICULAR AREA) 72,549 0.20 - 14,510 SF
(20% OF VEHICULAR AREA)
SHADING PROVIDED = 18.76 SF
6.
SITE IS ZONED: GB (GENERAL BUSINESS)
7.
SITE IS LOCATED IN FLOOD C
ACCORDING TO FIRM MAP NUMBER
370078 0335C, DATED 11 /01 /84.
8.
5IRUCTURL SETBACKS:
FRONT R/W (HWY 158) 50'
REAR = 25'
;
SIDE = 15' @,.1; l_
SIDE STREET - 20'4�
VEHIC`.UTAR SETBACKS-
FRONT
€j FRONT = 20'
SIDE = 10' ►.
REAR = 25' LZ
�
9.
THIS IS NOT A BOUNDARY SURVEY, d
4r"-.
10.
DISTURBED AREA - 7.0 AC
11.
LANDSCAPED BUFFERYARD REQUIREMENTS:
FRONT & SIDE R/W - TYPE "C" BUFFERYARD
SIDE COMMERCIAL - TYPE "C" BUFFERYARD
REAR RESIDENTIAL - TYPE "A" BUFFERYARD
12.
FOR SEPTIC DESIGN SEE SHEETS 2 & 6.
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REVISIONS PER 2ND TRC REVIEW
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TH CAROLINA COPYRIGHT 020033
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Camden, North Carolina 27921
252 338-2913 252 335-1888
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SITE PLAN
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OF GWANI�Y
POPLARBRANCH TO
CURRI TuUCK COUNTY
NORTl7 CAI E OLINA coPYRic�r �2ooa
DATE:
2-18-04
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Camden, North Carolina 35-1
252 338-2913 252 335-1888
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DESCRIPTION
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SEEDBED PREPARATION
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES.
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY
THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
THE SOIL IS FROZEN OR EXTREMELY WET.
LIMESTONE, FERTILIZER, AND SEED
LIMESTONE, FERTILIZER, AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLETION OF SEEDBED
PREPARATION. LIMESTONE AND FERTILIZER MAY BE APPLIED AS PART OF THE SEEDBED PREPARATION, PROVIDED
IT IS WORKED INTO THE SOIL. IF NOT SO APPLIED, LIMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY
OVER THE PREPARED SEEDBED AT THE SPECIFIED RATE OF APPLICATION AND THEN HARROWED, RAKED, OR
OTHERWISE THOROUGHLY WORKED INTO THE SEEDBED. SEED SHALL BE DISTRIBUTED UNIFORMLY OVER THE
SEEDBED AT THE RATE OF APPLICATION SPECIFIED, AND IMMEDIATELY HARROWED, RAKED, OR DRAGGED AS
TO COVER THE SEED WITH A LAYER OF SOIL.
MULCHING
ALL SEEDED AREAS SHALL BE MULCHED. GRAIN STRAW MAY BE USED AS MULCH AT ANY 71ME OF THE
YEAR. MULCH SHALL BE APPLIED WITHIN 24 HOURS AFTER THE COMPLETION OF SEEDING. CARE SHALL
BE TAKEN AS TO PREVENT DISPLACEMENT OF SOIL OR SEED FROM THE SEEDBED AREA DURING MULCHING
OPERATIONS. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER. AN ACCEPTABLE
APPLICATION WILL BE THAT WHICH WILL ALLOW SOME SUNLIGHT TO PENETRATE AND AIR TO CIRCULATE BUT
ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE.
MAINTENANCE
AREAS WHERE SEEDING AND MULCHING HAVE BEEN PERFORMED SHALL BE MAINTAINED IN SATISFACTORY
CONDITION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. AREA OF DAMAGE OR FAILURE DUE TO ANY
CAUSE SHALL BE REPAIRED OR REDONE AS NECESSARY.
SEEDING &MULCHING
GRADE 20'
PARKING LOT
ELEV. = 13.50f
RIP RAP PAD
TOP ELEV. = 8.30
MARSH VEGETATION
PERMANENT
WATER SURFACE
ELEV. = 8.10
I EARTH WEIR ACROSS
{ END OF FOREBAY AREA
3' '� a
LLJ
-BOTTOM ELEV. = 5.10 �n
BOTTOM ELEV. = 3.10
FOREBAY AREA CROSS SECTION
COMPACTED
NTS
INFILTRATION BASIN SECTION
...-. NTS - ...-.^,..._
6"
DUMPSTER PAD DETAIL
6x6x'94u- WWF
CRETE SLAB
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIRMENTS OF THE EROSION
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR
GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFIC AREAS. THE
CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING; SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE WITH THE
NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL
AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE
RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A
GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND
REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING
STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS,
NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS.
EROSION CONTROL MEASURES
SEED MIXTURE RATE OPTIMUM PLANTING DATES
1. KENTUCKY 31 FESCUE 5 #/1000 SF MAR. 15 - MAY 1
AUG, 15 - OCT, 15
2. COMMON BERMUDAGRASS 2 #/1000 SF MAY 1 - JUNE 30
(HULLED)
3. PEARL MILLET 2 #/1000 SF MAY 1 - OCT. 1
4. FESCUE 5 #/1000 SF OCT. 15 - MAR. 15
SEEDING SCHEDULE
B
25 YEAR STAGE
ELEVATION = 10.22
CLASS °B" STONE
10 YEAR STAGE
COMPLETELY SURROUNDS
-
ELEVATION = 10.01
6" SCH 40 PVC PIPE,
DRAW DOWN PIPING
FEMALE ADAPTER &
PERMANENT
THREADED PLUG
ORIFICE INVERT
-
POOL ELEVATION = 8.10
6" SCH 40
18'
PVC TEE
6" SCH 40 PVC TEE
3
THREADED PLUG WITH
1
HOLE DRILLED THROUGH
(DIA. = 1-5/8")
/
BASIN BOTTOM ELEV.=3.25
DRAWDOWN DEVICE -
6" SCH 40 PVC
SCH 40 PVC PIPE &
,�
FITTINGS
(LENGTH AS REQUIRED)
B
20"X20"X3" THICK
CONCRETE PAD
SECTION A -A
45'-60'
.iH T OF W,
I
8' 20-24' s' 6'
SHOULDER PAVEMENT SHOULDER DITCH
_ 4 PER FT 1 " PER FT
SURFACE: 2" TYPE SF 9.5A ASPHALT
BASE: 6" ABC STONE
STREET TYPICAL SECTION
NTS
CONTRACTOR SHALL PROPOSED
HEAT & ROLL EDGE EXISTING CURB CURB & GUTTER
OF FRICTION COURSE T4 BE REMOVED
EXISTING TO SMOOTH TRANSITION
1" FRICTION PROPOSED 2"
COURSE TYPE SF 9.5A
1' ELEVATION ASPHALT
f DIFFERENCE /
1 4" 1 FOOT
PROPOSED 6" ABC STONE
TYPICAL TURN LANE SECTION
NTS
LEADER SHOULD NOT
BE CUT OF DAMAGED
PRUNE AS PER
HORTICULTURAL
PRACTICES
PREPARED
PLANTING SOIL
WOOD STAKE
ORIGINAL GRADE -z
TAMPED SETTING BED
TWO - PLY
REINFORCED
RUBBER HOSE
WITH CABLE OR
GALVANIZED WIRE
AT 12C INTERVALS
TURN DOWN
TOP 1/3 OF
BURLAP
3" MULCH LAYER
6' DIAMETER
EARTH SAUCER
TREE PLANTING DETAIL
NTS
1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3, CUT NEW SWALES AND DITCHES AND CONSTRUCTION DETENTION POND.
4, INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
5. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING.
6. SEED THE DISTURBED AREAS IN SUCH A MANNER THAT NO AREA WILL
REMAIN DENUDED FOR MORE THAN 30 DAYS.
7. REMOVE SEDIMENT FROM DETENTION POND AND RESTORE TO DESIGN DEPTHS.
8, MONITOR AND MAINTENANCE THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY.
9. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
CONSTRUCTION SEQUENCING
A. NCDOT #5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6" DEPTH MIN.
B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO BE PROVIDED.
C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
D, PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY,
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
A.
�!!•!•11
•!••!•!•!••!••�•!•!•!�w '-•����•�• • • •
EARTH WEIR
NTS
TYPICAL DITCH OR SWALE
NTS
STANDARD HANDICAPPED PARKING SIGN (TYPICAL)
TO BE INSTALLED AT REQUIRED HEIGHT AND
DEPRESSED SIDEWALK DIMENSIONAL RELATIONSHIP TO PARKING STALL.
LEVEL WITH PARKING
HANDICAPPED PARKING STALL (TYP.)
1:12 :12
-EDGE OF SIDEWALK
AS DIM D.
Q Si EON
PLAN
L PARKING STALL PAVEMENT MARKINGS (TYP.)
STANDARD HANDICAPPED SYMBOL (TYP.)
8.0 FT. WHEELCHAIR ACCESS AISLE
8 8 8
PLAN VIEW OF PARKING STALL(S)
RESERVED
PARKING
,VAN ACCESSIBLE
:.-- BOTTOM EDGE OF SIGN
MAXIMUM
PENALTY
$250
cS 20-37.EjCLEARANCE:
60" OUTSIDE OF PEDESTRIAN AREAS
84" WITHIN PEDESTRIAN AREAS
GRADE
A.D.A. STANDARD HANDICAPPED PARKING SIGN
(W/ STANDARD HANDICAPPED SYMBOL)
HANDIC&RELATED DIETAIWALKWAY
NTS
SECTION B-B
CLASS "B" EROSION CONTROL STONE
STONE DEPTH 12"
lQQ>>
O y
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y,
y y y
INLET TO INFILTRATION BASIN
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y v y
41
3.5' yO��`'yvi,u11
6'
INLET TO
RIP -RAP APRON
NTS
"9" EROSION CONTROL STONE
__PTH TO FLUSH WITH BOTTOM
YER OF FINE GRAVEL
OR WOVEN GEO-TEXTILE
4" THICK 5' WIDE 2500 PSI CONCRETE SIDEWALK
=41 SLOPE 1 4" PER FOOT
.7
I„
4-1
A
--III I I III I I I I TYPE 5F 9.5A
ASPHALT MIX
_I I III III III III o a o o 6" ABC STONE BASE
-III II III II I I
I M,II !!III I 11i'-
COMPACTED EARTH
CONCRETE SIDEWALK DETAIL
NTS
SECTION
TOF
TOPTOP OytiDI' BANK
BOTTOM OF DITCH
LAYER OF #5
WASHED STONE
4" THICK
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°p°°°°°°°°°° 7
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L - CLASS 8 STONE
PROFILE
REMOVE SEDIMENT WHEN IT ACCUMULATES
TO 1/2 THE HEIGHT OF THE DAM
FILTER DAM IS TO BE IN PLACE UNTIL
GRASS IS ESTABLISHED IN BOTTOM OF DITCH
SUFFICIENT TO PREVENT EROSION
CHECK DAM DETAIL
NTS
EX. GRADE (±10.50)
7 S(Opf PERMANENT POOL ELEVATION = 8.10
6.1 SLOPE
6' VEGETATED SHELF
POND BOTTOM
ELEV. = 3.10
WET BASIN CROSS SECTION
NTS
6" O.D. X 6' STEEL BOLLARD
W/ GALV. FINISH
GROUT FULL W/ 3000 PSI CONCRETE
AND FINISH W/ CROWN AT TOP.
SURFACE MATERIAL 3" RISE
4D E
6 1/2" I.D. x 3'-3" SCH 40
STEEL SLEEVE SE IN 3 C.Y.
OF 3000 PSI CONCRETE,
SLOPE TOP AS SHOWN,
COMPACTED
EARTH -
PIPE BOLLARD DETAIL
NTS
6. 9„
2' #5 RE -BAR 5"
CHAMFERED EDGES
2" TYPE SF 9.5A
ASPHALT
7 7.. - . _ - - - - - - :-iP-_ 6" ABC STONE
PRECAST PARKING BLOCK
NTS
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