SW8000851_APPROVED PLANS_20020520

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 9,10�5 I
DOC TYPE
❑ CURRENT PERMIT
.t?APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE -
aO, 5�
YYYYMMDD

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GRAPHIC SCALE 1"-60' �e[> ti Z C K v:F_/isip s,
GENERAL NO TES:
1. Boundary and topographic information provided by Stocks Land SJrveying, Inc.
2. all site improvements shall be constructed in accordance with Town of Carolina Beach.
NCDOT standards.
3. Locations shown for all underground utilities are approximate Contractor shall verify
location of all existing utilities and shall be responsible `er any damage resulting
from his actions. Call NC ONE CALL
4. Contractor shall notify Engineer and Owner of conflicts, euro''s, ambiguities or
discrepancies which Contractor discovers in the drawings.
5. Contractor shall at all times maintain adequate safety measures , activities, and
barricades, for the protection of all persons on or about the site.
ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED IN ACCOPOANCE WITH THE APPLICABLE
REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH DIVISION OF THE NC DEPARTMENT OF
LABOR.
Contractor shall be responsible for the design of adequate snoring and bracing in all
trenches and excavations that are a part of the construction �cerations of this protect.
Contractor shall be responsible for installation and maintene ce of adequate 5horing
and bracing, and the protection of all persons and property or or about the site.
5. Protection of existing vegetation - At the start of grading irvolving the lowering of
existing grade around a tree or stripping of topsoil, a clean, shape vertical cut small
be made at the edge of the tree save area at the same time as other erosion control measures
are installed. The tree protection fencing shall be installer on the side of the cut
farthest away from the tree trunk and small remain in place urti1 all construction in tme
vicinity of the trees is complete. No storage of materials. f.11, or equipment and no
tresspassing shall be allowed within the boundary of the protected area.
7. No jurisdictional wetlands exist on the phase based on observations made by personnel
from Timber 6 Land Management Consultants Inc.
IN
0 60 120 180
OWNER/DEVEL OPER:
COASTAL CAROLINA, LLC
2840 PLAZA PLACE, SUITE 105
RALEIGH, NORTH CAROL INA 27612
SITE ADDRESS: CAROL INA BEACH ROAD
PIN: 322010257596000
TOTAL AREA,' 15.7 AC
AREA IN PHASE 1 6.53 AC
PERVIOUS AREA REQ'D 23, 104 SF (6.62 AC X 8%)
PERVIOUS AREA PROVIDED 28,562 SF
IMPERVIOUS AREA 311, 018 SF
VOL OF 1 " RUNOFF e5, 918 CF
ZONING: B-3
PROPOSED USE.' RETAIL
TOTAL BUILDING AREA 53,053 SF
PARKING REO'D 265 (71, 0751200)
PARKING PROVIDED 305
HC PARKING REO 'D 12 0 PER 25 SPACES)
HC PROVIDED 15 (B Van Accessable)
AESERYED
PARKING
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REVISIONS'MAXI PENALTY
09/21/2000 REVISIONS PER LAND DUALITY COMMENTS
1012412000 REVSIONS PER DWQ COMMENTS 4,
0210312001 REVISIONS PER DWO COMMENTS - - --,
0212712001 REVISIONS PER CLIENT REOUESTS Wig„
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(NTS)
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DRI VEWA Y COMECTION TO US 421 U.S. HIGHNA Y 0 4ZI
AND ASSOCIATED CURS B GUTTER M0 SIDENALK (PEAXXC RIM -- WIVITH VARIES)
NOT IN THIS CONTRACT REV151t1i
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ORIVIM01 REVISIONS PER CLIENT REOUESTS GRAPHIC SCALE 1'-30'
09! 712001 REVISIONS I�ER CLIENT REOUESTS
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BASIN 3 INSET
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BASIN 1 AND 2 INSET
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BASIN 4 INSET
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REVISIONS
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REVISIONS PER CLIENT REQUESTS
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REVISIONS PER CLIENT REQUESTS
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CAST IRON
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CURB AND
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STANDARD 3/4to AND Ito METER BOX INSTALLATION
SHALLOW TYPE INTERMEDIATE TYPE (A'XA') DEEP TYPE (5'X5')
11 FEET OR LEM IN OUPTHI M FEET TO 20 FELT IN DEPTH) fOVEA 20 PUT IN DEPTH)
STANDARD
STEPS I$' REINFORLI:L
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TO DEPTHS CM CF In As ►ct'EPTABLE BY IME XUSLA6 DETAIL STONE eE17DIF1G
NL~ACT~.
3. 'WAFTLE' WYES AM ACCEPT MLE FDi SHALLOW TYPE SLR TMIir1fB6 ANO
CATCH BASINS RE'IAEDRCEWENT FOR 6 SLAIN THICAtNM AND
SO" 001L AID TRAFFIC 3e' ;EINFDRCEMEMT FOR
�• LOADINS SV AN SOIL ANO TRAFFIC
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PRECAST CONCRETE CATCH BASIN
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TO CATCH BASIN FROM SITE
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TO ENSURE POS:T:.= CRAINAGE. THE vAULT 3'
SHOVED BE T:EO '.N'; THE<IS7IIIGSIO�'DRAINAGE SYSTEM �-:N PSTEEL LiDPULL SLOT (21
SKID RESISTANT
CSURFACE
MATERIAL
ELEVATION WEIGHT PC"Y+--
NOTE:
PIPING TD BE BRASS & COPPER TUBING &
SHALL BE EQUIPPED W/ANGLEO CHECK VALVE
CiJTLE75 & 8Y-P4SS FL►NGE3 VALVE OR
BY-PASS FLANGED BALL VALVE INLETS AS
FURNISHED BV FORD CUSTOMSETTEPS. DIMENSICn3
MUELLER oR OTHER APPROVED EQUAL.
A
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NOTE:
FIE V PRECAST CONCRETE BCX WITH ALUMINUM MOUSE "CLES 2
AT R T ACCESS HATCH MILL BE AN ACCEPTABLE A• X 4- OP:,._v,
ALTERNATIVE WITH APPROVAL OF THE WITH A XA .i
TOWN ENGINEER ABOVE CPEII-,i
STANDARD 1-112" & 2" METER INSTALLATION AND VAULT
PAVEMENT SMALL of SAWN TD
$AWED
PROVIDE A CLEAN E
CONLRETE PATCH PAVEMENT CUTS PATCH SMALL
(REPLACE kITN 2" I
BE 6- S.000 P,5.I
I3000 P.S 1.1 / CONCRETE
OR 7' BINDER COURSE
EXIST PAV EXIST PAV'
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CONCRETE PAVEMENT
ASPHAL) PAVEMENT
NOTE TC CONTRACTOR:
ALL PAVEMENT C,75 SHAL, BE REPAIPF_ _,N&C E'E TRENCH CAP ON ASPHA'_T
WITHIN A MAXIMUM OF THREE (3) DAYS FROM THE - 'S SHALL BE USED ONLY DURING
DATE THE CUT IS MADE I° CONDITIONS 00 NO' LL-RENT WEATHEP WHEN ASPHALT
PERMIT A PERMANEN' REPAIR XIITHIN THE GIVEti . s^.'S ARE NOT OPERATING.
TIME LIMIT. PERMISSICN TO MAKE A TEMPORAPY
REPAIR MUST BE OBTAINED FROM THE TOWN
ENGINEEG
STANDARD TRENCH AND PAVEMENT REPAIR SECTIONS
3:1 Slope or flatter
Seed with Bermuda Grass
4" SAND BED
`-- FILTER FABRIC
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(NTS)
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ELEV 20, 00 (BASIN 4)
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STANDARD NO. 7.0 ru
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TO SPACER. USE ROPE 2'_0- v
MASTIC SEAL BETWEEN
FRAME & SPACER. o
NJ
MANHOLE STEPS
STANDARD NO. 7.0 i
-ALONG A VERTICAL WALL
NOT OVER T NF T —
MANHOLE BREAK P
HE I LUEN ALL LIFT HOLES WHICH COMPLETELY PENETRATE
OR EFFLUENT PIPES THE MANHOLE SHALL BE FILLED WITH NON-
4 CIA SHRINKING GROUT
(CA 5 CIL.)
O-RING OR BUTYL
RUBBER JOINT
30v a RISER UNIT
5 .. 5 ..
X
BRICK 6 MORTAR INVEIAPIPE
OR PRECAST INVERT �* ,
MEETING SPECIFICATIONS a
6"
6" BEDDING
STANDARD PRECAST CONCRETE MANHOLE
II 30"
30" CONCRETE CURB AND GUTTER
3:1 Slope or flatter
Seed with Bermuda Grass
4" SAND BED
22. 00 TOP
+1"I 60 MAX WS E-E',
7. 60 BOTTOM I ll I I I�
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FILTER FABRIC
CROSS SECTION - BASIN 2
(NTS)
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INFL 0w
FROM SI
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OUTFLOW
TO CATCH BAST 0
PRE-TREATMENT SUMP PAINTED STRIP(4r 1 ABOVE BOTTOM OF
DEVICE TO IND TZ NEED FOR
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SAND BED 1
_ 23.00 'OP
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N 1 .00 BOTTOM
FILTER FABRIC if!
CROSS SECTION - BASIN 3
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4" SAND BED
1
11= 111= 21.0 0 I OR
Max WS E,tt
=1 I 1=1 I 1 � . 00
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'— FILLER FABRIC
Y R�CEIVED
CROSS SEC ION -- BASIN 4
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PROJ I Cow ? l
DRAWING FOR GO VM ' T REVIEW ONL Y-
NO T FOR CONSTRUCTION
PEVISIONS
0912112000 PEP i_AhO DUALITY COMMENTS
10/24/2000 REVSIONS PEP OWO COMMENTS
0210312001 REVISIONS PER OWO COMMENTS
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