SW8170721_APPROVED PLANS_20170825 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 1-10-17-1
DOC TYPE
❑ CURRENT PERMIT
IN APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2-011O$ 25
YYYYMMDD

PROPOSED BOAT WASH
CLOSED -LOOP RECYCLE
PERMIT OR NON -DISCHARGE
PERMIT BY OTHERS.
NOTE: CANNOT DRAIN TO
PERVIOUS CONCRETE
STORMWATER PLAN
SCALE: 1" = 40'
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EXISTING LAND USE:
BOATYARD
PIN# 4224-02-0810
MARK LEWIS
DB 943. PG 134 =.
PB 15, PG 80 ��--
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SCM 501
6" PERV. CONC.
6" #57 STONE
450 PSI FLEX WITH 2500 PSI
COMPRESSIVE STRENGTH
EG
11.77
PIN# 4224-01-3998
PECAN GROVE
PLANTATION, HOA.
DB 3750, PG 149
PB 49, PG 104
EXISTING LAND USE: VACANT LAND
USED FOR COMMUNITY BOAT TRAILER
PARKING
Schedule
Downspout
Leader Pipe
6"
8" Dia.
2" x 3"
6" Dia.
3" x 4"
8" Dia.
4" x 6"
12" Dia.
6" x 6"
12" Dia.
8" x 8"
12" Dia.
9" x 9"
15" Dia.
10" x 10"
15" Dia.
12" x 12"
18" Dia.
DOWNSPOUT SEE ARCH.
PLANS FOR SIZE
SHEET METAL TRANSITION
BY SHEET METAL TRADES
Es
BY BUILDING CONTRACTOR
BY SITE CONTRACTOR
NOTE #1
ELBOW /_ PIPE LEADER
1%MIN. SLOPE
WATER TIGHT ` UPSIZE HEADER
CONNECTION ONE PIPE DIAMETER
LARGER THAN LEADER
(SEE CONNECTION TO PERFORATED PIPE)
DOWNSPOUT PIPE DETAILS
NOT TO SCALE
4" or 6" HDPE
PERFORATED PIPE
STD. XX" PIPE
COUPLING
SOLID TO PERFORATED PIPE
NOT TO SCALE
PIPE FROM
DOWNSPOUTS
(SEE DETAILS)
SCM 500
6" PERV. CONC.
6" #57 STONE
450 PSI FLEX WITH 2500 PSI
COMPRESSIVE STRENGTH
OBSERVATION PORTS,
TYP. FOR EACH SCM
(SEE DETAILS)
EXISTING LAND USE: 8gATY,
PIN# 4224-02-701i -
GLEN LEWIS
DB 2021, PG 98
bpi PB 15, PG 80
6.00
Ef G 7.011
6,00
G ND USE:
=l HERIES &',
PIN4'-02-01D
'N.C. TATE
LAN OFFICE
DB 3 50
, PG 167
P 50
PG 3fV
� 6F
4-6" ASPHALT SPEED HUMP
TO DIRECT ROAD RUNOFF
TOWARDS GRASS SWALES
PG 7.0(
�JEG7.66 _
FLAND
IST/NPRiVATeC USE`
G EG 5.66
\ {EG 7.36) RAMP AND gpm N USE
SCM 502
4" PERV. CONC.
8" #57 STONE
r
SCM 503
6" PERV. CONC.
8" #57 STONE
450 PSI FLEX WITH 2500 PSI
COMPRESSIVE STRENGTH
PERVIOUS CONCRETE
(SEE PLANS FOR THICKNESS
AND STRENGTH)
p SCM 5014.6' MSL
p SCM 502 2.58' MSL
p SCM 503 4.02' MSL
NOTES:
1. PERVIOUS CONCRETE SHALL CONFORM TO ALL REQUIREMENTS OF ACI
522.1,'SPECIFICATION FOR PERVIOUS CONCRETE PAVEMENT,' PUBLISHED
BY THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN,
EXCEPT AS MODIFIED BY THESE CONTRACT DOCUMENTS.
2. IN -FIELD INFILTRATION TESTING SHALL CONFIRM LAND MANAGEMENT SOIL
TESTS OF EXISTING CONDITIONS.
PERVIOUS CONCRETE PAVEMENT SECTION (SCM 500 to SCM 503)
NOT TO SCALE
4" No. 57 WASHED STONE (OR
; APPROVED EQUAL)
WRAPPED LAYER OF
NONWOVEN FABRIC
(GEOTEX NW-351 OR APPROVED EQUAL)
EXIST. SUBGRADE
VOID OF ORGANICS/TOPSOIL
SECTION MEETS NCDEQ AND
NC SESSION LAW 2015-149,
No. 57 STONE GRAVEL SECTION
NOT TO SCALE
,a
A
DOWNSPOUT PIPED
COLLECTION TO SCM 502
(SEE DETAILS)
v
EXISTING GUTTERS
FIELD VERIFY EXACT
LOCATIONS.
rep
NORTH
(2) BOAT LIFT - BOAT LAUNCH
EXISTING VEGETATION TO REMAIN IN
30' CAMA BUFFER
LEGEND
PERVIOUS CONCRETE
CONCRETE SIDEWALK
ASPHALT/CONCRETE PAVEMENT
GRAPHIC SCALE
0 20 40 80
SCALE: 1" = 40'
2" SF9.5A
SURFACE COURSE
6"CABC 1/8
RAD.
MIN. 6" COMPACTED
SUBGRADE PER SPECS
LIGHT DUTY ASPHALT PAVEMENT SECTION
(ACCESS EASEMENT & PARKING LOT)
6"CONCRETE
HEADER TRANSITION
HT. DEPENDS ON ASPHALT
PAVEMENT SECTION SECTION
PERVIOUS
CONCRETES
WASHED #57 STONE --
ASPHALT TO PERVIOUS CONCRETE TRANSITION
STANDARD VALVE
BOX COVER
----------------
4" L
�6" PVC CAP
6" PERFORATED SCH
PVC OBSERVATION
WELL. SEE PLAN FOR
LOCATION.
OBSERVATION PORT DETAIL
APPLICANT INFORMATION:
HAMPSTEAD INVESTMENT HOLDINGS
60 GREGORY ROAD, STE 1
BELVILLE, NC 28403
OWNER:
HAMPSTEAD INVESTMENT HOLDINGS
60 GREGORY ROAD, STE 1
BELVILLE, NC 28403
CURRENT ZONING:
RP
PROPOSED ZONING:
GB-CD1
PIN:
4424-02-5093-0000, 4424-01-5894-0000
TOWNSHIP:
TOPSAIL
CURRENT LAND USE:
COMMERCIAL & RETAIL, BOAT STORAGE
PROPOSED LAND USE:
COMMERCIAL & RETAIL, DRYSTACK
TOTAL SITE AREA:
12.2 ACRES (96,504 SF)
SPOT GRADE LEGEND
TC = TOP OF CURB ELEVATION
GC = GUTTER CURB (FLOW LINE) ELEVATION
PG = PROPOSED GRADE (GROUND)
PV = PROPOSED PAVEMENT
EP = EDGE OF PAVEMENT
EC =EDGE OF CONCRETE
CL = CENTERLINE
INV = INVERT
DITCH = DITCH ELEVATIONS
TIN = TOP OF WALL ELEVATION
BW = BOTTOM OF WALL ELEVATION
EG = EXISTING GRADE
1 /8"---f-f--
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1/2" JOINT 1/8" RADIUS, TYP.
DUMMY GROOVE
EXPANSION JOINT CONTRACTION JOINT
4 3000 PSI
1 /4" PER FT. CONCRETE
a
SECTION VIEW
1/2" EXPANSION JOINT— MAX. 50' O.C.
& BETWEEN STRUCTURES
GROOVED CONTRACTION
JOINT
PLAN VIEW
SIDEWALK DETAILS
NOT TO SCALE
APPROVED BY PENDER COUNTY UNIFIED DEVELOPMENT ADMINISTRATOR.
SIGNATURE:
DATE: EGEIVI
SITE PLAN VALID FOR TWO YEARS FROM APPROVAL DATE.
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PROPOSED BOAT WASH �y
CLOSED -LOOP RECYCLE 0,
PERMIT OR NON -DISCHARGE EXISTING 6'+ WOOD FENCE EXISTING LAND USE: ATYARD
PERMIT BY OTHERS. TO REMAIN OR BE \ b
NOTE: CANNOT DRAIN TO REPLACED IN -KIND PIN# 4224 17' \
PERVIOUS CONCRETE e6 GLEN LEWIS
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ro DB 2021, PG 98
°s PB 15, PG 80
t
EXISTING 6'+ WOOD FENCE
TO REMAIN OR BE
REPLACED IN -KIND
PROPOSED SEPTIC
DRIP AREA
DRYSTACK - 4T HT RACKS, 224 BOATS;
MIXED SIZES UP TO 30' L
EXISTING LAND US
BOATYARD
PIN# 4224-02-0810
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MARK LEWIS
DB 943, PG 134
PB 15, PG 80
10' X 70' SITE DISTANCE —
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PECAN GROVE EXISTING AND USE:
PLANTATION, HOA. STATE FI HERIES &
DB 3750, PG 149 WILDLIFE OAT RAMP
PB 49, PG 104 PIN#, .-02-0107
SIREN ACTIVATED KNOX BOX FOR EXISTING LAND USE: VACANT LAND N.C. TATE
EMERGENCY VEHICLES AT USED FOR COMMUNITY BOAT TRAILER LAN OFFICE
AUTOMATIC GATE - TYPICAL PARKING DB 3 50, PG 13667
50, ;
4' HT. MIN. BLACK ALUMINUM P PG�-
_--- POWDERCOATED FENCE WITH GATED
ACCESS TO DRYSTACK AREA - TYPICAL PF
ON WEST & SOUTH SIDE
\ 4-6" ASPHALT SPEED HUMP -
TO DIRECT ROAD RUNOFF
TOWARDS GRASS SWALES
12'
PERVIOUS CONCRETE
(SEE DETAILS)
BOAT RACK SECTION ELEVATION
SCALE: 1" = 20'
8' , 2'
NO 57 STONE GRAVEL
UNDERNEATH DRY STACK
(SEE PAVEMENT DETAILS)
OPEN METAL FRAME BOAT RACK
WITH CONCRETE FOOTINGS BY
OTHERS
<-- 0% -->
PERVIOUS CONCRETE
(SEE DETAILS)
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SIGNAGE _ / WELL
LOCATION EXISTING
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® REMAIN
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EXISTING SHIP'S STORE TO REMAIN
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PROPOSED FIRE SUPPRESSION
STANDPIPE (DESIGN BY OTHERS).
EXjSTI
NG HO��I
NG DOCK
10NE
vc'.a
— EXISTING DOCK SECTION
TO BE REMOVED
— DRYSTACK OPERATOR PLACES
BOATS IN WATER AT (2) BOAT LIFTS
— FIRE LANE PER PENDER CO.
FIRE MARSHALL
24' PAVED ROADWAY 18'
WIDTH VARIES 5'
SIDEWALK
114" PER FT 1/4" PER FT PARKING SPACE PARKING DRIVE AISLE
ASPHALT SECTION PERVIOUS CONCRETE
(SEE DETAILS) (SEE DETAILS)
TYPICAL DEPRESSED, VEGETATED LANDSCAPE AREAS 4" CONCRETE SIDEWALK
(SEE DETAILS)
ACCESS EASEMENT & PARKING AREA CROSS SECTION
NOT TO SCALE
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NOT TO SCALE NORTH
SITE INFORMATION
APPLICANT INFORMATION: HAMPSTEAD INVESTMENT HOLDINGS
60 GREGORY ROAD, STE 1
BELVILLE, NC 28403
OWNER:
HAMPSTEAD INVESTMENT HOLDINGS
60 GREGORY ROAD, STE 1
BELVILLE NC 28403
CURRENT ZONING: RP
PROPOSED ZONING: GB-CD1
PIN: 4424-02-5093-0000, 4424-01-5894-0000
TOWNSHIP: TOPSAIL
CURRENT LAND USE: COMMERCIAL & RETAIL, BOAT STORAGE
PROPOSED LAND USE: COMMERCIAL & RETAIL, DRYSTACK
TOTAL SITE AREA: t 2.2 ACRES (96,504 SF)
DIMENSION REQUIREMENTS
DIMENSION:
BASE BUILDING HEIGHT ALLOWED FOR A DRYSTACK IN GB ZONING: 35'
LIDO SECTION 5.3.12.F.tb STATES
Between 36' to 50' in height: add two (2) additional feet of setback
for every one foot in height above 35'.
MAXIMUM BUILDING HEIGHT PROPOSED: - 43'
FRONT SETBACK W/ LID REQUIRED
SETBACK REDUCTION VIA LID
100' X 50% = 50'
SETBACK INCREASE DUE TO EXCEEDING BASE 35'. HEIGHT
8' OVER BASE HEIGHT LIMIT X 2' = 16ADDITIONAL SETBACK+ 50' =
66' REQUIRED & PROVIDED
SIDE/REAR SETBACK:
SETBACK REDUCTION VIA LID
50' X 50% = 25'
SETBACK INCREASE DUE TO EXCEEDING MAX. HEIGHT
8' OVER BASE HEIGHT LIMIT X 2' = 16' ADDITIONAL SETBACK +25' =
41' REQUIRED & PROVIDED
PHASING
1. THE PROJECT IS PLANNED TO HAVE 1 PHASE
BOUNDARY
1. SURVEY IS COMPLETE & TITLE SEARCH FOR EXISTING EASEMENTS IS
UNDERWAY. FINAL PLAT WILL REFLECT ANY EASEMENT. SURVEY
COMPLETED ON OCTOBER 17, 2016.
FLOODPLAIN NOTES
1. PORTION OF THIS TRACT LAYS WITHIN DESIGNATED FLOOD ZONE AE PER FRIS
PRELIMINARY FIRM MAP 3720422400K, DATED AUGUST 29, 2014.
BUFFER NOTES
1. ALL SURROUNDING ADJACENT PROPERTIES ARE ZONED RP, BUFFERS SHOWN ON PLAN
PARKING DATA
REQUIRED PROVIDED
SHIP STORE (1/ 225 sf), 2275 SF 11 11
DRY STACK (1 / 1000 sf), 13,000 SF 13 13
(GENERAL OUTDOOR RECREATION)
TOTAL PARKING: 24 SPACES
UTILITIES
1. WATER WILL BE HANDLED ON SITE WITH A COMBINATION OF (1) EXISTING WELL AND
(1) FUTURE WELL
2. SEPTIC WILL BE HANDLED ON SITE.
3. USING THE 2T SEWER FLOW RULES, THE FLOW FOR THE EXISTING STORE AND
PROPOSED DRY STACK FACILITY WILL BE 1195 GPD. DETAILED SOIL INVESTIGATION
BY A REGISTERED SOIL SCIENTIST DEPICTS THE SEWER FLOW WILL BE HANDLED
BY A CONVENTIONAL LPP/DRIP SYSTEM.
STREETLIGHT NOTES
1. STREETLIGHT LOCATIONS SHOWN ON PLAN ARE PRELIMINARY, AND BASED ON
FENDER LIDO SPECIFICATIONS. FINAL DESIGN, LOCATIONS, AND CALCULATIONS
WILL BE PROVIDED BY DUKE ENERGY.
STORMWATER
1. STORMWATER TREATMENT METHOD SHALL BE ONE OF THE FOLLOWING TWO
OPTIONS
1.1. UNDERGROUND INFILTRATION TRENCHES WITH INFILTRATION BASIN
1.2. PERVIOUS PAVING
2. STORMWATER DESIGN SHALL BE COMPLIANT WITH PENDER COUNTY LIDO,
INCLUDING THE LID ORDINANCE
3. PERMIT APPROVALS TO BE PROVIDED TO COUNTY WHEN RECEIVED
LOW IMPACT DESIGN
1. METHOD OF L.I.D FOR THIS SITE IS HYDRAULIC INFILTRATION AND REUSE.
2. IMPLEMENTATION OF LID MEASURES (TO THE EXTENT POSSIBLE) IN ACCORDANCE
WITH FENDER COUNTY LOD 7.14, NC STATE STATUTES AND CHAPTER 4: LID
STORMWATER BMPS OF NORTH CAROLINA STATE UNIVERSITY'S LOW IMPACT
DEVELOPMENT.., A GUIDEBOOK FOR NORTH CAROLINA. THESE MEASURES INCLUDE
THE STORMWATER MANAGEMENT AND RUNOFF TREATMENT REQUIREMENTS
THEREIN AND ALSO INCLUDE THE IMPLEMENTATION OF THE FOLLOWING:
a. BIORETENTION / RAIN GARDENS
b. PERMEABLE PAVEMENT
c. WATER HARVESTING / RAIN BARRELS
d. SWALES
e. INFILTRATION STRIPS / BASINS / TRENCHES
2. PRESERVATION OF SIGNIFICANT TREES ON SITE PER UDO SECTION 8.1.3.A.2
3. PRESERVATION OF EXISTING NATURAL LANDFORM AND DRAINAGE PATTERNS,
REDUCING THE AMOUNT OF REQUIRED GRADING.
4, USE OF NATIVE AND ADAPTIVE PLANTS WELL SUITED TO OUR SOUTHEASTERN
NORTH CAROLINA CLIMATE.
5. VOLUME OF RUNOFF LEAVING SITE IS LESS THAN OR EQUAL TO VOLUME PRIOR TO
DEVELOPMENT
6. BASED ON SOIL RATES FOR THIS SITE, WE WILL PROVIDE FOR A 1 YEAR, 24 HOUR -„
STORM EVENT WHICH IS ABOVE AND BEYOND THE REQUIREMENTS OF Tr)r
COUNTY AND STATE.
GRADING NOTES
1. NO PAVED AREA SHALL EXCEED 8% SLOPE.
SIGNAGE NOTES ZS-74UG-2ol%
1. SIGNS SHALL COMPLY WITH SECTION 9.7.1 OF THE UDO. ALL SIGNS ARE LOCATED
MORE THAN 10' AWAY FROM THE PROPERTY LINE.
APPROVED BY FENDER COUNTY UNIFIED DEVELOPMENT ADMINISTRATOR.
SIGNATURE:
DATE:
SITE PLAN VALID FOR TWO YEARS FROM APPROVAL DATE.
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BOATYARD
PIN# 4224-02-081(
MARK LEWIS
DB 943, PG 134
PB 15, PG 80
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PIN# 4224-02-701
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PIN# 4224-01-3998
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"STING AND USE:
PLANTATION, HOA.
STATE FI HERIES &
DB 3750, PG 149
ILDUrE OAT RAMF
PS 49, PG 104
PIN# 422-02-0107
EXISTING LAND USE: VACANT LAND
N.C. TATE
USED FOR COMMUNITY BOAT TRAILER
LAN OFFICE
PARKING
DB 3 50, PG 167
'
P 57PG
PIN# 4224-01-3998
PECAN GROVE
PLANTATION, HOA.
DB 3750, PG 149
PB 49, PG 104
EXISTING LAND USE: VACANT LAND
USED FOR COMMUNITY BOAT TRAILER
PARKING
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\ IRAMP AND BpAT{Nj l7SE AT 0
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EXISTING LAND USE: ATYARD
PIN# 4224-02-7017'-'
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°. PB 15, PG 80 GRAVEL
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LEGEND
PERVIOUS CONCRETE
CONCRETE SIDEWALK
ASPHALTICONCRETE PAVEMENT
GRAPHIC SCALE
0 20 40 80
SCALE: 1" = 40'
DRAINAGE AREA MAP
SCALE: 1" = 40'
GRAPHIC SCALE
0 20 40 80
SCALE: 1" = 40'
EXISTING CONDITIONS MAP
SCALE: 1" = 40'
APPLICANT INFORMATION:
HAMPSTEAD INVESTMENT HOLDINGS
60 GREGORY ROAD, STE 1
BELVILLE, NO 28403
OWNER:
HAMPSTEAD INVESTMENT HOLDINGS
60 GREGORY ROAD, STE 1
BELVILLE, NO 28403
CURRENT ZONING:
RP
PROPOSED ZONING:
GB-CD1
PIN:
4424-02-5093-0000, 4424-01-5894-0000
TOWNSHIP:
TOPSAIL
CURRENT LAND USE:
COMMERCIAL & RETAIL, BOAT STORAGE
PROPOSED LAND USE:
COMMERCIAL & RETAIL, DRYSTACK
TOTAL SITE AREA:
t 2.2 ACRES (96,504 SF)
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