79-09 Smithwick Enterprises

(♦
PROPOSED 6'
OPAQUE FENCE
ALONG EDGE OF
GRAVEL AISLE
N/F
TAMM/F B. 5TARK/F
D.B. 14g2 - PG. g32
PROPOSED V WIDE-
BUFFERYARD 'B'
WTH MIN 6' OPAQUE
FENCE ALONG ENTIRE
EDGE OF CONCRETE
DRYSTACK AISLE
RETAINING WALL TO RE-
INSTALLED WITH GUARD RAIL
OR OTHER SIMILAR PROTECTION
(DESIGNED BY OTHERS)
\
LEGEND:
/\! PROPOSED CHANNEL DREDGE
WASHINGTON
r PROPOSED UPLAND EXCAVATION (BEAUFORT CO.)
PROPOSED CONCRETE
NIF - PROPOSED WETLANDS FILL
\ 07Y OF
PYA5HIN6TON Q EX. REBAR
\ 16, EX. OP
\ O EX. PINCHED PIPE
EX CM
- - - - Y
X FENCE ab
OFIRE HYDRANT
3
i'
� \ � � !f� \X `� .� X:
/J 7 `"F / / /'X-4.OG?' X X -3.50' EXISITNG WATER DEPTH a O /
-10'X20' POOL
UTILITY/MECHANICAL
ROOM
-10'x20'
CABANA
\
PROJECT DEPTH -5.0' NWL
Ry�woy
VICENTrY MAP
7/ NOTES:
1. APPLICANTS:
X 5.00
(PARCEL "A") PARK BOAT COMPANY
980 US HWY 17 SOUTH
WASHINGTON, NC 27889
P,4RflUlS1E
6RF0(PARCEL "B") HARBOURSIDE DEVELOPMENT GROUP, LLC
8633 VINTAGE CLUB DR.
WILMINGTON, NC 28411
910-612-4853 (CELL)
X 2 i5 X4.00 2.
PROPERTY IDENTIFICATION: 5675-56-0383 & 5675-56-2288
3.
RECORDED REFERENCE: D.B. 982, PG. 933 & PG. 938
4.
ZONE: 0 & I (OFFICE & INSTITUTIONAL DISTRICT)
If 5.
PROPOSED USE:
PARCEL "A" - COMMERCIAL RETAIL SALES & DRY STORAGE OF BOATS
PARCEL "B" - (12) 3 BR DWELLINGS & (8) 2 BR DWELLINGS RESIDENTIAL
MULTIFAMILY DEVELOPMENT (2 DWEWNGS PER UNIT - 10 UNITS TOTAL)
6.
PARCEL AREA: 203,471 sq.ft. - 4.67 acres (DOES NOT INCLUDE SUBMERGED LANDS)
"A"
PARCEL = 137,456 sq.ft. - 3.16 acres
PARCEL "B" = 66,015 sq.ft. - 1.52 acres
7.
LOT COVERAGE:
"A"
PARCEL
PROPOSED IMPERVIOUS COVERAGE:
BLDG. & DECKS = 21,129 sq.ft. (15.37%)
ASPHALT & CONC. = 35,894 sq.ft.
20
.Igo
GRAVEL = 20,263 sq.ft.
TOTAL LOT COVERAGE = 77,319 sq.ft. (56.257o)
\
TOTAL ALLOWED BUILDING COVERAGE - 40% (54,982 sq.ft.)
�T
�c2sP
AREA WITHIN 50' OFFSET FROM WATERLINE = 25,321 SQ.FT.
�4 y
COVERAGE WITHIN 50' OFFSET = 9,181 SQ.FT.
4cf
PERCENT COVERAGE = 9,181 SQ.FT./25,321 SQ.FT. X 100 = 36.3%
AREA WITHIN 30' OFFSET FROM WATERLINE = 15,131 SQ.FT.
COVERAGE WITHIN 30' OFFSET = 5,563 SQ.FT.
PERCENT COVERAGE = 5,563 SQ.FT./15,131 SQ.FT. X 100 = 36.8%
N/F
WrLL/5 HFNORI6KS1-3N
PARCEL "B" PROPOSED:
BLDG. & DECKS = 17,910 sq.ft. (27.13%)
ASPHALT & CONC.
= 16,484 sq,ft,
TOTAL LOT COVERAGE = 34,394 sq.ft. (52.107.)
TOTAL ALLOWED BUILDING COVERAGE - 40% (26,406 sq.ft.)
NO COVERAGE IS PROPOSED WITHIN THE 50' OFFSET FROM WATERLINE
NO COVERAGE IS PROPOSED WITHIN THE 30' OFFSET FROM WATERLINE
8.
SETBACKS: PARCEL "A" PARCEL "B"
REQUIRED PROVIDED
PROVIDED
FRONT: 50' 56.00' 50.50'
SIDE (EAST): 20' 131.18' 18.00'(2' OPEN DECK ENCROACHS)
SIDE (WEST): 20' 48.78' 20.00'
BFA&FORT GOVIVK
REAR: 20' 42.26' 34.67'
GOMMIT7rEE OF l00
9,
D.B. 1312 - PG. 720
BUFFERYARDS: PARCEL "A" PARCEL "B"
REQUIRED PROVIDED PROVIDED
SOUTH: 6' TYPE "A" 6' TYPE "A" 6' TYPE "A"
EAST: 6' TYPE "B" 6' TYPE "B" 6' TYPE "B"
WEST: 6' TYPE "B" 6' TYPE "B" 6' TYPE "B"
10.
PARKING REQUIREMENTS:
PARCEL"A": DRY STACK STORAGE FACILITY
REQUIRED: 1 space/6 boats x 235 boats = 39 spaces
PROVIDED: 47 spaces
ADA SPACES REQUIRED: 3 spaces
ADA SPACES PROVIDED: 4 spaces
PARCEL"B": MULTIFAMILY
.
PROPOSED DEVELOPMENT ACTIVITIES REQUIRING CAMA MAJOR PERMIT:
.
1.
MAINTENANCE DREDGE OF 21,974 SF ACCESS CHANNEL IN PARADISE CREEK AS SHOWN. PROJECT
.
DEPTH =5.0' BELOW NWL. ' ESTIMATED' 1,220 CU. *YDS. MATERIAL WILL BE DREDGED USING
.
DRAGLINES AND PLACED ,ON ,SITE IN, UPLANDS PRIOR TO REUSE. ANY MATERIAL NOT USED ON , _
�1
SIZE WILL BE HAULED TO FARM OWNED BY APPLICANTS.
U.S.-AY
A �� SOUTH '
2.
EXCAVATION OF 2,661 SF OF UPLANDS TO CREATE AREA FOR BOAT SLIPS. PROJECT DEPTH -5.0
/00' 0
. .
BELOW NWL .
.
. • 3.-
REALIGNMENT OF CONCRETE BOAT" RAMP AS SHOWN..
.
_.._.._.._.._..-•4.
PROPOSED 6ONSlRl1CT10N 0FF 10 (14'x25') 1NEfi SLIPS 3 FINGER PIERS �12z3`) AND 6' WIDE-"'_.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..-.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..-.._.._..-.._.._.._.._.._.._.._.._---.._.._.._.._.._..---
PLATFORMS/DOCKS AND WALKWAYS AS SHOWN. PROPOSED 2,184 SF OF WOODEN WALKWAYS AND
924 SF OF DOCKS AND PLATFORMS. FOR PURPOSES OF CAMA PERMITTING, DOCKS AND
PLATFORMS ARE SITED EITHER PARTIALLY OR ENTIRELY OVER WATER. WALKWAYS ARE SITED
ENTIRELY OVER LAND.
5.
CONSTRUCTION OF 172 LINEAR FEET OF RETAINING WALL._
6.
REMOVAL OF EXISTING 300 LF OF BULKHEAD. REPLACEMENT BULKHEAD NO GREATER THAN 2.0
FEET WATERWARD OF EXISITING ALIGNMENT. TOTAL LINEAR FEET OF NEW BULKHEAD 744 LF.
7.
PROPOSED FILL OF 2,709 SF OF WETLANDS. PROPOSED EXCAVATION OF 66 SF OF WETLANDS.
TOTAL WETLANDS IMPACTS PROPOSED 2,775 SF. PROPOSED MITIGATION IN THE FORM OF PAYMENT
TO THE ECOSYSTEM ENHANCEMENT PROGRAM.
8.
CONSTRUCTION OF 30,702 SF DRY STACK STORAGE FACILITY CAPABLE OF HOUSING 180 BOATS.
PROPOSED DEMOLITION OF EXISTING MAINTENANCE SHOP AND 1,980 SF ADDITION TO EXISTING
BUILDING AS SHOWN. PROPOSED PARKING AND ACCESS AS SHOWN.
9. PROPOSED 9,994 SF CONCRETE LOADING DOCK AS SHOWN.
10. WATER AND SEWER TO BE PROVIDED BY THE CITY OF WASHINGTON.
11. CONSTRUCTION OF 10 TOWNHOMES AND ASSOCIATED ROADS, LANDSCAPING AND UTIIUTIES AS
SHOWN AND REQUIRED BY CITY OF WASHINGTON. TOTAL OF 20 UNITS. NO DEVELOPMENT
PROPOSED WITHIN EITHER ZONE I OR ZONE II ASSOCIATED WITH THE TOWNHOMES.
DRAWING FILE:
PLOT SCALE:
BEFORE YOU DIG I
CALL TOLL FREE
1-800-632-4949
(R)NORTH CAROLINA
ONE CALL
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED. 0
GRAPHIC SCALE
30 0 15 30 60
SURVEY INFORMATION TAKEN FROM SURVEY ENTITLED "SURVEY FOR SMITHWICK
ENTERPRISES PARK BOAT COMPANY" SIGNED AND DATED BY RUSSELL M. IN FEET
ET
WATERS R. PLS 1505 FEBRUARY 17 2006.
I inch = 30 ft.
REQUIRED: 1.75 spaces/2BR unit x 8 units = 14 spaces
REQUIRED: 2.5 s aces/3BR unit x 12 units = 30 spaces
TOTAL REQUIRED = 44 spaces
PROVIDED: 44 spaces
11. BOUNDARY & TOPOGRAPHIC DATA SHOWN ON THIS PLAN ARE BASED ON A SURVEY
ENTITLED "SURVEY FOR SMITHWICK ENTERPRISES PARK BOAT COMPANY" SIGNED AND
`- DATED BY RUSSELL M. WATERS, JR. PLS 1505 FEBRUARY 17, 2006.
12. FLOOD ZONE: "AE (EL 10.0') AS PER MAP NUMBER 3720567500J EFFECTIVE
DATE 5-13-03(SUBJECT TO CHANGE BY F.E.M.A.) NAVD 88
13. PROJECT SCOPE:
PARCEL "A": THIS PLAN PROPOSES THE CONSTRUCTION OF AN 1,980 sq.ft.
ADDITION TO THE EXISTING SALES OFFICE BUILDING & SHOWROOM AND THE
CONSTRUCTION OF DRY STORAGE FOR BOATS WITH ASSOCIATED PARKING,
DRAINAGE, WATER AND SEPTIC IMPROVEMENTS.
PARCEL "B": THIS PLAN PROPOSES THE CONSTRUCTION OF 10 MULTIFAMILY
UNITS WITH 2 DWELLINGS EACH. CONSISTING OF 8 26R UNITS & 12 36R
UNITS WITH ASSOCIATED PARKING, DRAINAGE, WATER AND SEPTIC
IMPROVEMENTS.
14. ALL DIMENSIONS ARE TO FACE CURB UNLESS OTHERWISE NOTED.
15. ALL UTILITIES SERVING THIS SITE WILL BE PLACED UNDERGROUND.
16. STORMWATER MANAGEMENT:
RUNOFF FROM ALL PROPOSED IMPROVEMENTS WILL BE COLLECTED IN A STORM SEWER
SYSTEM AND CONVEYED TO PROPOSED BMP'S LOCATED AT VARIOUS LOCATIONS
ON THE PROPERTY.
17, ANY ON -SITE SIGNAGE WILL REQUIRE A PERMIT, ALL SIGNAGE SHALL BE IN
ACCORDANCE WITH ARTICLE XVI OF THE CITY OF WASHINGTON ZONING ORDINANCE.
18. EXISTING IMPROVEMENTS NOT SHOWN FOR CLARITY ARE TO BE REMOVED. INDIVIDUAL
PERMITS MAY BE REQUIRED.
SURVEY INFORMATION PROVIDED BY:
WATERS SURVEYING, INC.
UO RILEY PLACE , WASH NGTON , N.C. 27889
TEL. [phone]
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COMMISSION NO.
IS
P07038
DESIGNED BY
TAS
DRAYM BY
AZ/TAS
CHECKED BY
SCB
ISSUE DATE
6/18/07

PROPOSED 3,500 SF
STORMWATER BMP
TO BE LOCATED UNDERNEA
PROPOSED CONCRETE LOADI
RAMP AS SHOWN (SEE DETA
N/F
TAMMIE B. STARKIE
D.B. 14a2 PG. a32
SURVEY INFORMATION TAKEN FROM SURVEY ENTITLED `SURVEY FOR SMITHWICK
ENTERPRISES PARK BOAT COMPANY" SIGNED AND DATED BY RUSSOI M.
WATERS R. PLS 1505 FEBRUARY 17 2006.
SURVEY INFORMATION PROVIDED BY:
WATERS SURVEYING, INC.
110 RILEY PLACE , WASH NGTON , N.C. 27889
TEL. [phone]
DRAWING FILE:
PLOT SCALE:
A
A
N/I= f I,
CIT'( OF WASHINOTON f
D.B. 1060 PC6. 0555
.> L
NWL_.•----..
X -5.75'
25 26 27 28 29 30
U.S. HIGHWAY 17 SOUTH
/0O 1 RIW
GRAPHIC SCALE
30 0 15 30 60
( IN FEET)
1 inch = 30 ft.
LEGEND;
PROPOSED CHANNEL DREDGE
PROPOSED UPLAND EXCAVATION
PROPOSED CONCRETE
PROPOSED WETLANDS FILL
EXISTING IMPERVIOUS AREAS
Q
EX. REBAR
0;
EX. OP
(2)EX.
PINCHED PIPE
I]
EX. CM
WASHINGTON
(BEAUFORT CO.)
0%
PROJECT DEPTH -5.0' NWL
x
5-25
SITE
17
C
N.T.S.
X X
2,75 x4.00 5.00
NOTES:
1. OWNER: TERRY SMITHWICK tiG
PARK BOAT COMPANY
980 US HWY 17 SOUTH
WASHINGTON, NC 27889
2. ENGINEER: QUIBLE & ASSOCIATES, P.C.
P.O. DRAWER 870
KITTY HAWK, NC 27949
[phone]
\ 3. PIN NUMBERS: 5675-56-0383 & 5675-56-2288
4. RECORDED REFERENCE: D.B. 982, PG. 933 & PG. 938
5. PROPOSED USE: COMMERCIAL RETAIL SALES & DRY STORAGE OF BOATS
PROJECT SCOPE: THIS PLAN PROPOSES THE CONSTRUCTION OF AN 1,980 S.F.
ADDITION TO THE EXISTING SALES OFFICE BUILDING AND SHOWROOM. THIS PLAN
ALSO PROPOSES THE CONSTRUCTION OF DRY STORAGE FOR BOAT, MAINTENANCE
DREDGING OF AN EXISITNG CHANNEL, BULKHEAD REPLACEMENT AND UPLAND EXCAVATION
FOR PURPOSES OF CREATING 10 WET SLIPS.
6 PROPERTY IS LOCATED IN A F.I.R.M. ZONE AE (EL 10.0')
AS PER MAP NUMBER 3720567500J EFFECTIVE
DATE 5-13-03(SUBJECT TO CHANGE BY F.E.M.A.) NAVD 88
7. TOTAL PARCEL AREA = 3.39 ACRES
8. SETBACKS: REQUIRED PROVIDED
FRONT: 50' 50.50'
SIDE (EAST): 20' 18.00'(2' OPEN DECK ENCROACHMENT)
SIDE (WEST): 20' 20.50'
REAR: 20' 43.48'
9. BUFFERYARDS: REQUIRED PROVIDED
SOUTH (US HWY 17) 6' TYPE "A" 6' TYPE "A"
EAST 6' TYPE "B" 6' TYPE "B"
WEST 6' TYPE "B" 6' TYPE "B"
10. PARKING REQUIREMENTS:
GENERAL BUSINESS DRY STACK STORAGE:225 SLIPS AT BUILD OUT
PHYL LIS R. REQUIRED: 1 space per 6 SUPS = 38 spaces
TOTAL REQUIRED:38 spaces
HENLIRIGKSON TOTAL PROVIDED:54 spaces
D.B. q42 PO. 0355 11. COVERAGE: _
_ PARCEL AREA = t 147,667.4 SQ.FT. (t3.39 ACRES)
EXISTING UPLANDS AREA = t 85,908.32 SQ. FT. (2.55 ACRES)
N/I=
BE�UEORT COUNTY
GOMMITTEE OF 100
D.B. 1512 PC6. 0_720
.._.._.._.._.._..-.._.._..-.._.._.._.._.._.._.._.._.._.._. _.._.._..�'
EXISTING WETLANDS AREA = t 25,231 SQ. FT. (t0.58 ACRES)
EXISTING DEEDED SUBMERGED LANDS = t36,528.1 SQ. FT. (0.84 ACRES) �y@
EXISTING IMPERVIOUS AREA = ±66,549.26 SQ. FT. (1.53 ACRES)
EXISTING IMPERVIOUS AREA WITHIN 50 FEET BUFFER = 8,060.72 SQ. FT. (0.185 ACRES)
EXISTING IMPERVIOUS AREA WITHIN 30 FEET AEC = 4,390.67 SQ. FT. (0.10 ACRES)
PROPOSED IMPERVIOUS COVERAGE
BUILDINGS/DRY STACK.........................................................38,039 SQ.FT.
ASPHALT DRIVES & PARKING...............................................30,000 SQ.FT.
CONCRETE LOADING RAMP....................................................9,970 SQ.FT.
TOTAL..................................................................................78,009 SQ.FT.
PERCENT COVERAGE = (78,009 SQ.FT./133,693.3 SQ.FT.) x 100 = 58%
PROPOSED DEVELOPMENT WITHIN 30' AEC (ZONE 1)..........5.726.85 SO. FT.
PROPOSED DEVELOPMENT 50' TAR PAM (ZONE 2).............2,914.28 SQ. FT.
TOTAL PROPOSED DEVELOPMENT W/IN AEC/TAR PAM....... 8,641.13 SQ. FT.
TOTAL PROPOSED WETLANDS FILL.......................................2,545 SQ. FT.
PERCENTAGE OF IMPERVIOUS SURFACES WITHIN 30' AEC..............37%
PERCENTAGE OF IMPERVIOUS SURFACES WITHIN 50' BUFFER ........ 36%
12. DEVELOPMENT WITHIN ZONE 1 AND ZONE 2 UMITED TO STRUCTURES AND SURFACES THAT ARE WATER
DEPENDENT OR THOSE AREAS THAT ARE CURRENTLY CONSIDERED IMPERVIOUS.
13. PROPOSED DRY STACK STORAGE AS SHOWN. APPLICANTS RESERVE THE RIGHT TO CONSTRUCT
SINGLE ROOF OR MULTIPLE ROOF DRY STACK OPTIONS WITHIN IMPERVIOUS FOOTPRINT AS SHOWN.
14. ALL ELEVATIONS SHOWN REFERENCE NAVD 1988 UNLESS NOTED OTHERWISE.
PROPOSED DEVELOPMENT ACTIVITIES REQUIRING CAMA MAJOR PERMIT:
1. MAINTENANCE DREDGE OF 21,750 SF ACCESS CHANNEL IN PARADISE CREEK AS SHOWN. PROJECT
DEPTH -5.0' BELOW NWL. ESTIMATED 1,220 CU. YDS. OF MATERIAL WILL BE DREDGED
MECHANICALLY AND PLACED ON SITE IN UPLANDS PRIOR TO REUSE. ANY MATERIAL NOT USED ON
SITE WILL BE HAULED TO FARM OWNED BY APPLICANTS.
2. EXCAVATION OF 2,729 SF OF UPLANDS TO CREATE AREA FOR BOAT SUPS. PROJECT DEPTH -5.0'
BELOW NWL
3. REALIGNMENT OF CONCRETE BOAT RAMP AS SHOWN.
4. PROPOSED CONSTRUCTION OF 10 (14'x25') WET SLIPS, 3 FINGER PIERS (12'x3') AND THREE 6' WIDE
25' PIERS (75 SF) AND 364 LF OF 6' WIDE WALKWAYS (2,184 SF) AS SHOWN. IN ADDITION, THE
APPLICANTS PROPOSE TO CONSTRUCT 93 LF OF 6 FEET WIDE (558 SF) WOODEN WALKWAY OVER
SECTION 404 NON -COASTAL WETLANDS. FOR PURPOSES OF CAMA PERMITTING, WALKWAYS ARE
SITED ENTIRELY OVER LAND.
5. CONSTRUCTION OF 172 LINEAR FEET OF RETAINING WALL.
6. REMOVAL OF EXISTING 300 LF OF BULKHEAD. REPLACEMENT BULKHEAD APPROXIMATELY 2.0 FEET
WATERWARD OF EXISTING ALIGNMENT. TOTAL LINEAR FEET OF NEW BULKHEAD 744 LF.
7. PROPOSED FILL OF 2,452 SF OF WETLANDS. PROPOSED MITIGATION IN THE FORM OF PAYMENT TO
THE ECOSYSTEM ENHANCEMENT PROGRAM AT RATION OF 2:1 OR PRESERVATION OF REMAINING
WETLANDS ON SITE AT RA110 OF 10:1.
8, CONSTRUCTION OF 30,703 SF DRY STACK STORAGE FACILITY CAPABLE OF HOUSING 225 BOATS.
PROPOSED DEMOLITION OF EXISTING MAINTENANCE SHOP AND 1,980 SF ADDITION TO EXISTING
BUILDING AS SHOWN. PROPOSED 30,000 sf ASPHALT DRIVE AND PARKING AND ACCESS AS
SHOWN.
9. PROPOSED 9,970 SF CONCRETE BOAT LOADING AND UNLOADING DOCK AS SHOWN.
10. WATER AND SEWER SERVICE TO BE PROVIDED BY THE CITY OF WASHINGTON.
11. SITE SPECIFIC SEDIMENTATION AND EROSION CONTROL PERMIT AND STORMWATER PERMIT ARE BEING
DEVELOPED AND WILL BE PURSUED AS PART OF THE PERMITTING REQUIREMENTS OF THE
DEVELOPMENT. WATER SEWER EXTENSION PERMITS ARE ALSO BEING PURSUED.
12. INSTALLATION OF FIVE THOUSAND GALLON AST AND ASSOCIATED SPILL PREVENTION CONTROL
DEVICES, SECONDARY CONTAINMENT, PIPING AND DISPENSERS AS SHOWN. SPCC KITS MADE
AVAILABLE AT MARINA.
13. 700 SF BOAT RINSE PROVIDED WITH INITIAL PRETREATMENT OPTIONS PRIOR TO DISPOSAL IN THE
CITY OF WASHINGTON WASTEWATER SYSTEM.
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COMMISSION NO.
P07038
DESIGN® BY
TAS
DRAWN BY
AZ/TAS
CHECKED BY
SCB
ISSUE DATE
10/15/07
SHEET
NO.
i
OF 2
SHEETS

LEGEND
EXISTING ASPHALT PAVEMENT
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
PROPOSED GRAVEL
O
EX. IRON PIPE
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CALCULATED POINT
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1050" Rf
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GRAPHIC SCALE
30 15 30 60
( IN FEET )
1 inch = 30 ft.
�OWED
APR *1 9 2009
Morehead ',
CM
SURVEY INFORMATM TAKEN FROM SURVEY ENTITLED "SURVEY FOR SMTHWICK
TERPRISES PARK BOAT CkNu4PANY" SIGNED AND DATED BY RUSSELL M.
WA Jfit. 1 U Y 17
SURVEY INFORMATION PROVIDED BY:
WATERS SURVEYING, INC.
110 RILEY PLACE , WASHINGTON , N.C. 27889
TEL [phone]M
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NO.
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P07038
DESMED BY
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DRAWN BY
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ISSUE DATE
©2/os
1

"A" BARS
® 12" CT!
F FOR MASONRY
FFaAME AND GRATER,/ANCHOR
'D- BARS/ I
®12"CTS
FOR CONCRETE
I0 12" CTS
L&AFFIC RE.ARM DROP LbUT
FRAME & GRATE: - REFERENCE NCDOT SPECIFICATION DRAWING 840.35
EAST JORDAN - ALL, REINFORCING MEMBERS TO BE #5 REBAR
IRON WORKS - GRATE TO HAVE MAXIMUM 1/2" GRATE OPENING
5250 CATCH BASIN
INLET GRATE & FRAME - REQUUIRED WITHIN ALL VEHICULAR TRAVELWAYS AND PARKING
"D" BARS
Q 12" CTS
C-1' W
N.T.S.
INSTALL IN LOCATIONS WHERE REQUIRED
PLAN
WITH COPING REMOVED
BRICK COPING
1s
6" CONCRETE
RIBBON OR CONC.
SLAB FLOOR
PVC SCREW CAP
AND ADAPTER
_ 3/8" TO 1" DIA
WASHED STONE
' \-- PVC PIPE LENGTH
\ AND SIZE TO SUIT
450 BEND
—LENGTH & SIZE TO SUIT
24" SQUARE GRATE
FRAME & GRATE:
EAST JORDAN
4"x8"x16" IRON WORKS
SOLID BLOCK 5250 CATCH BASIN
(TYPICAL) INLET GRATE & FRAME [—BRICK COPING
l3"
24"
B"
12" SUMP
CONCRETE BASE,,
SECTION X- X SECTION Y- Y
S M.RM
.. LNUT DELA.IL
HEIGHT OF BOXES VARY SEE SHEET C3
NC DOT 840.15
TRAFFIC BEARING CATCH BASIN
SEE DETAIL THIS SHEET
(BRICK OR CONCRETE)
SECTION
, IOlY
TO SANITARY SEWER
TO SANITARY SEWER
3/4" LETTERS r 5/8" LETTERS
E
35 1 /2" 1 7/8"
f
3 5/8" GRATE SECTION
HDPE
Support
(can be field cut
by contractor to fit)
`tainiess Steel Mounting Rails
to be installed by contractor
using stainless steel bolts,
,shers/Flat bar, and lock nuts
(provided by manufacturer).
HDPE Filter Housing
A
)cking
enterpiece
ill V_"�
holes in HDPE Support
Plan View Flange to match Mounting Rails
1.17' ---J
1 a j
o 0
-4,,<�
a
i.
Mounting Rails
QTY ' 4
Mounting -
bolt
Rail
Washer
L45/16"
Filter Screen
HDPE Support Flange
HDPE
Outlet Flow
can be held cut by
Support Flange
Internal
High Flow
contractor to fit.
.08 Bypass
2.00'
1
Lock Nut Fender Washer
or Flat Bar
"T Handle
Mounting Detail
NTS
Filtered
h
Standpipe
�o
Sediment
N
Collection
GENERAL NOTES:
Chamber
1. Insert shall be designed for the following capacities:
Peak Treatment Flow 1.2 cis
Filtered Flow: 0.9 cfs
1�4l�Iii=lf„
M d a
Oil Storage. 1.5 gal
Sediment and Debris Storage: 0.7 cu. ft.
2. Insert shall be constructed from High -Density
1.17' —"�
Polyethylene (HDPE) PE 3408 ASTM F714 and stainless
Perforated
steel.
Base Plate
3. HDPE support flange can be field cut by contractor to
Section A -A
fit.
4. Prior to fabrication, purchaser is responsible for
indicating all obstructions in catch basin which might
inhibit proper installation.
5. Optimum installation requires that the bottom of the
insert be above or level with the crown of discharge
pipe elevation (1/2 discharge pipe minimum).
5/8-11 ZINC
BOLTS W./
WASHERS
17 5/8"
GRATE SECTION
4"
CURB AND BACK
SECTION
CURB ADJUSTMENT
6" TO 10"
NOTE; COMPONENT ITEM. NOT ASSEMBLED.
PARTS ARE SHIPPED LOOSE.
ASSEMBLED ON JOB SITE.
NOTE: SEE SPECIAL PALLETIZING WORK
CURB AND BACK SECTION INSTRUCTION BEFORE SHIPPING.
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00703041 C62
CATALOG NILAAM
7030Z1
7034T6
CATCH BASIN
FRAME AND BACK
COMBO
LOAd RA
HEAVY DUTY
C"Mc
UNDIPPED
WEN& SPECIE"
BACK — GRAY IRON
ASTM A48 CL35B
FRAME — GRAY IRON
ASTM A48 CL35B
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N /A
4 DESIGNATES MACHINED
SURFACE
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FILE: P07038—base
LE: 1 "=30'

361 RCP
(o pipe)
r_1 17
BULKH
TOP OF DESIC
Ir WALL
0 4.0'
Top OF �
RIP-RAP APRON (TYP-)
WALL
6 " THICK, 6' LONG, 4' WIDE
0 4.0'
2'-6* ANGULAR STONE
OVER FILTER FABRIC
TOP OF
TOP Of
POND
WALL
0 4.0'
0 4.0'
TOP OF
WEIR
o id,
PERMANENT
POOL r0,Zw
FORESAY
25
1\5
2 \
STORMWATER
WET POND
MAIN BAY
10' WIDE
R VEGETATED
TOP OF 2
OTHERS) 20' WEIM SECTION SHELF
/f-WALL
`TOP OF ALL 0 2.0'
0 4.0'
STORMWATER
WET POND
FOREBAY
t5 t7
3
8* RCP
MAINTENANCE $CHE12ULE
DESCRIPTION
METHODEREOU104CY
L.
TIME OF XM
INSPECT AND REPAIR EROSION: CLEAN
VISUAL
MONTHLY
MONTHLY
UP TRASH; FLUSH UNDEROkAIN PIPES
ORGANIC LAYER
REMULCH ANY VOID AREAS.
BY HAND
WHENEVER NEEDED
WHENEVER NEEDED
REMOVE PREVIOUS MULCH LAYER BEFORE
BY HAND
ONCE EVERY 2
SPRING
APPLYING NEW LAYER(OP'TIONAL).
TIMES MULCH IS
ADDED
ADD ANY ADDITIONAL MULCH IF NECESSARY
BY HAND
PLmm
TWICE A YEAR
SPRING/FALL
REMOVE AND REPLACE ALL DEAD AND
MECHANICAL
TWICE A YEAR
MARCH 15 TO APRIL 30
DISEASED VEGETATION CONSIDERED BEYOND
OR BY HAND
AND OCT. 1 TO NOV. 30
TREATMENT.
TREAT ALL DISEASED TREES AND SHRUBS
MECHANICAL
N/A
VARIES, BUT WILL
OR BY HAND
DEPEND ON INSECT OR
DISEASE INFESTATION
WATER PLANT MATERIAL AT THE END OF
BY HAND
ONCE A YEAR
REMOVE STAKES ONLY
EACH DAY FOR 14 CONSECUTIVE DAYS AND
IN THE SPRING
AFTER PLANTING HAS BEEN COMPLETED.
REPLACE SUPPORT STAKES
BY HAND
ONCE A YEAR
WHENEVER NEEDED
REPLACE ANY DEFICIENT STAKES OR WOES
BY HAND
WHENEVER NEEDED
WHENEVER NEEDED
REMOVE MULCH FROM OUTLETS & CLEANIOUTS
BY HAND
MONTHOR AS
MONTHLY
DLY
NEEDE
NO FILE: P07038-bass
SCALE: 1"=30'
BIORETENTION OVERFLOW
PTRUCTURE#21
TOP=5.5'
INV.-1.5'
18" RCP-\ twl
30-
TOP OF
POND
0 4.0'
RCP
10' TOP Of BERM
WIDTH (TYPICAL)
-SOD FROM TOP BERM OUT
REFERENCE STORMWATER
MANAZENT "NARRATIVE
FOR T TYPES, L40CAIM
LEGEND AND SPACING.
----------
GROU
BUSH
Ott [A)MYRTLE
RUSHES, SAWGRASS,
OR WATER MUST
D.I.#22
TOO-6.0'
NIB" INV.-1.5'
W30" INV.-1.5'
S30" INV.-1.5'
12* HOPE N-12 CPP
BIORETENTION AREA UNDERDRAIN OUTLET
40$$4,�t� Y NO STORM DRAINAGE OR
SURFACE WATER TO BE PIPED TO THIS
UNDERDRAIN SYSTEM. (OW DISCHARGE ONLY)'l
10' WIDE
VEGETATIVE SHELF
REFERENCE NARRATIVE FOR
PLANT TYPES AND SPACING
10- 1 SLOPE
TEMPORARY P L 3:1 MAX. SLOPE - VEGE?T?ATE AS PER
THE GENERAL SEEDING SPECIFICATIONS
SEED DETENTION BASIN
AS PER THE GENERAL
SEEDING SPECIFICATION
444
10' WIDE
VEGETATED SHELF
REFERENCE NARRATIVE FOR
PLANT TYPES AND SPACING
10.1 SLOPE
VEGETATED VEGETATED
FOkBAY FOREBAY
PERMANENT
PERMANENT POOL POOL PERMANENT POOL WALL WALL FOREBAY SIDEWALL FOREBAY FOREBAY SIDEWALL
SIDEWALL 0 3,1 MAX. SLOPE FLOOR SIDEWALL 0 3:1 MAX. SLOPE 6:1 SLOPE 6:1 SLOPE 3:1 MAX. SLOPE FLOOR 3:1 MAX. SLOPE
0 OTC
...........
-F-81160 wm I ®r.
MEN*
PLANT SPECIES
COMMON NAME
SPACING
LOCATION
Socohoria haffmifollo
GROUNDSEL BUSH
51 O.C.
AT OR ABOVE PERM. POOL
Myrica ceefera
WAX MYRTLE
51 O.C.
AT OR ABOVE PERM. POOL
Schosooplectils
t&emownotjtwi
SOFFTS'TEM BULRUSH
27 O.C.
BELOW (W/IN 1 FOOT) PERM. POOL
Juncus ofhma
COMMON RUSH
21 O.C.
BELOW (W/IN 1 FOOT) PERM. POOL
Cladtum app.
SAWGRASS
2- O.C.
BELOW (W/IN 1 FOOT) PERM. POOL
Zfzaniopsla m4facae
WATER MILLET
2' O.C.
BELOW (W,4N 1 FOOT) PERM. POOL
NOTES:
THREE ROM OF PLANTINGS ARE PROPOSED; A SINGLE ROW OF GROUNDSEL BUSH
OR WAX "ILE AT THE UPPER EDGE OF THE VEGETATED SHELF AND TWO ROWS OF RUSHES,
SAVORASS OR WATER MILLET (MIXTURE) TO BE LOCATED ON THE VEGETATED SHELF WITHIN
THE PERMANENT POOL WATERLINE (ON 10.1 SHELF).A MINIMUM OF THREE SPECIES SHALL BE
PROVIDED. "STITUTMS ALLOWED PROVIDED SUBSTITUTE PLANT IS IN ACCORDANCE WITH
THE NCOM STORMWATER BMP MANUAL. CHAPTER 6 AND CHAPTER 9 REQUIREMENTS. ALL
SUBSTITUTIONS SHALL BE APPROVED BY ENGINEER
(2) 6-
C.O.'s
(TYP-)
STORMWATER BIORETENTION
(2) 6" PERFORATED
TOP STORAGE 0 5.5' Lo
HDPUND
INV. e 0 2.0' RDRAINS
BOTTOM 0 4.5'
1110 mango=
D.I.#,23
TOP-4.5'
INV.=1.5'
SUMP=0,5'
4* RCP
"m
IF IM
m
zr
im
5
-5.5-
6
MAMMAL SEEOFICATtM
MATERIAL
SFkEMCAnQbL
NOTES
PLANTINGS
NATIVE VEGETATION
1 MIN. TREE
PLANTINGS AS SHOWN
DIAMETER
ON EW
PLAN VI
PLANTING SOIL (2'-4-
SAND - 85%-88%
N/A
LOW P-INDEX SOILS
DEEP. 1.5' MIN.)
(2D-40 OPTIMAL) READ.
FINES (CLAY) - BX-12X
COMPOST - 3X-5X
ORGANIC MATTER RECOMMENDED
SOIL SHALL HAVE A P-INDEX BETWEEN 10 & 30
(HARDY ET. AL, 2003 &
HUNT ET. AL, 2DOS)
PRIOR TO INSTALLATION SOIL MEDIA SAMPLE SHALL BE
SENT TO NC DEPARTMENT OF
AGMCULTURE LASS TO BE ANALYZED TO VERIFY SAND,
FINES AND ORGANIC CONTENT
AND TO VERIFY P-INDEX
MULCH
COARSE SHREDDED HARDWOOD
AGED, 6 MONTHS. MIN.
REPLACED 1-2 FINES ANNUALLY
GEOTEXTILE
CLASS *C' - APPARENT
N/A
REQUIRED AS SHOWN ON DETAIL
OPENNG SIZE (ASTM-D-4751),
GRM TENSILE STRENGTH
(ASTM-D-4632), PUNCTURE
RESISTANCE (ASTM-D-4933)
UNDERDRAIN GRAM!
WASHED 57. A 2' LAYER OF
0.25" to 0.75*
STONE SUCH AS #6, 57, 78
OR 89 IS RECOMMENDED
UNDERDRAIN PIPING
F 756, TYPE PS 28 OR
MIN, OF 4--6-
Ir PERF. 0 6" ON CENTER, 4
AASHTO M-278
RIGID SCHEDULE
HOLES PER ROW; MIN. OF 3*
40 PVC OR SDR35
OF GRAVEL, OVER PIPES, NOT
OR SMOOTH WALL
NECESSARY UNDERNEATH APES.
CORRUGATED
PLASTIC PIPE.
CROSS
N.T.S.
-SE
qD
CONCRETE
PRootfm mc.
HIGH SLUMP
CONCRETE TO TOP
OF PIPE
(V COPYRIGHT
-
A.
TOP OF GRATE SHOULD BE
ROUGH
RECESSED APPROXIMATELY
SHAPED BED
1/4-INCH BELOW FINISHED
GRADE. THE CONCRETE
18" DIA. CONTECH SLOTTED DRAIN
EDGE ALONG THE EDGE OF
PIPE
THE GRATE SHOULD BE BEVELED
(ARMCO ALUMINIZED STEEL TYPE 2)
OR ROUNDED.
WITH 6* SLOTTED DRAIN HIEGHT.
CONMICIff
&Q=- NAM
J2__
N.T.S.
DRAINAGE AREA 3
BIORETENTION:
MINIMUM # OF PLANTINGS-
1000 stems/oc OF BIORETENTION AREA REQUIRED
BIORETENTION AREA: 3,541 sq.ft. 0.081 ac
STEMS REQUIRED - 0.081 X 1000 m 81 sterns
*GROUND COVER WILL BE UTILIZED FOR PLANTINGS
DUE TO 2' PLANTING SOL DEPTH.
DISTRIBUTION:
20 PLANTS ON NORTH SIDE OF DRIVEWAY REQUIRED
62 PLANTS ON SOUTH SIDE OF DRIVEWAY REQUIRED
PLANT NORTH SIDE SOUTH SIDE
LOUISIANA BLUE STAR
JANA 7 20
BUTTERFLY WEED
A5WaEROSA 7 21
TUGRASS
10 30
TOP OF TOP OF
POND POND
0 6.0' 0 6.0'
TOPL OF STORAGE 0 5.5'
L ft A
(2) (1- PERFORATED
4* RCP kHDPe UNDERDRAINS
INV. 0 1.5' INV. 0 ZO'
SECTION WFIF C-
N.T.S.
(2) 6'
C.O.'S
(TYP.)
TOTAL 24 71
LANDSCAPE CONTRACTOR TO CLUMP PLANTINGS WITHIN
BMETMTION BASIN IN A LOGICAL AND AESTHETIC
ARRANGEMENT. SUBSTITUTIONS ALLOWED PROVIDED SUBSTITUTE
PLANT IS INCLUDED ON THE APPROVED PLANT LIST LOCATED IN
THE NCDENR STORMWATER BWP MANUAL. CHAPTER 12. ALL
SUBSTITUTIONS SHALL BE APPROVED BY ENGINEER.
0
USE 6* SCH 40 PVC b
-(SOLID WALL PIPE) 44
BETWEEN BASINS
(2) 6' PERFORATED
HDPe UNDERDRA114S
INV. 0 2.0'
TEMPORARY POOL
3:1 MAX. SLOPE - VEGETATE AS PER
THE GENERAL SEEDING SPECIFICATIONS
TOP OF CONC.
BLOCK WALL
0 EL 5.4
TOP OF CONC.
BLOCK WALL
0 EL 3,1'
PERMANENT [TOP OF SAND
6" PERFORATED PVC.
UNDERDRAN SLEEVE[
IN FILTER FABRIC
INV. IN 0 1.5'
SECTION VMW F-F
N. T. S.
18' CMP IN FROM
STORM SEWER SYSTEM
r,* PrRrnRA-WD PVC
1ffVED
3Ic
M
34
O a- 40
UNDERDRAIN OUT TO
OVERFLOW STRUCTURE
.7--­'7
Wi 7
77�"�
STORMWATER BIORETENTION
TOP STORAGE 4) 5.5'
BOTTOM
S"DFILTER P
0 4.5'
v
-4.5
N.T.S.
D24
TOP.L#-6.0'
So SS INV.-1.5'
RCP
1.5' WIDE GRAVEL STRIP PM DE
(TIE TO EXISTING GRADE) N.T.S.
LEVELS] 01.0,
5 0.
LEVELSPREADER FOREBAY INV. 0 0..5'
TOP I 4F _V&tR 0 4.0'
N1.0, ii�j
I I 38'x3' OVERFLOW CHAMBER
D
6" Pvc
FROM TOP
GRADE TO
0 5.4!
SAND DRAIN'
FILTERS TOP
vo 4.0.
LEVEL
3w, SPREADER
OVERFLOW FOREBAY
CHAMBER
#57STONE
TOP STONE DEPTH)
1 BOTT10M
i9W0 ,5 ­ NONWOVEN
-- FILTER
IS, ts' FABRIC
WCIm'"mr Z2-D
N.T.S.
5.5_
RCP 6 6" PVC
D1#26 DRAW -DOWN
D.I.#26 \-ToP-4.5' NOR
DEVICE
TOP=6.0` INV.=1.5' _H
INV.-1.5' U
SUMP-0.5'
3' WIDE TREATED WOOD WALKWAY TO
1.5' WIDE GRAVEL STRIP PROVIDE MAINTENANCE / INSPECTION
(TIE TO EXISTING GRADE) ACCESS TO DRAW -DOWN DEVICE
(TOP WALKWAY 0 ELEV. 5.4')
V,
--7L-Evr-LSPREADER TOP 0 1.0'
LEVELSPREADER FOREBAY INV. 0 0..5'
Trip rw LWIP a -4 g;l
E
\,uo-
48'x3' OVERFLOW CHAMBER
0.01
0.01,
--- \
24" RCP------­'V' N
FROM 0 0 h
DI# 4A
0 IS a A TWTNr-.,- T-um P"N WE
N.T.S.
E
38X3*
OVERFLOW
GRADE TO TOP CHAMBER 36" RCP
FROM
0 5.4'
DRAIN' TOP 6" PVC SCREW
03 .5' TYPE PLUG MH# 12
6" PVC-,INV. 0 2.0!
TEE 1
LEVEL
36- RCP- SPREADER
IN FROM FOREBAY #57 ST014E
WET POND TOP (8-STONE DEPTH)
6' SCH 40 PVC CAP
W/ 1.5' HOLE DRILLED 0
HOLE TO BE 0 ELEV. 1.0' OTT
NONWOVEN
05
FILTER
S FABRIC
'7
rd
SECTION MW E-L
N.T.S.
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COMMSM NO.
P07038
DESIGNED BY
SCB
DRAM BY
AZ/TS/JH
04E0a BY
Sc8
ISSUE DATE
% 1
02/08/08

L,B.WYNN a I
B.E.SINGLETON LAND
TO GHOGOWINITY
qF 14FORT
FEBRUARY-
MAG. 1964