SW7070301_APPROVED PLANS_20070306

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

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Project #
P05028
Designed By:
VEW
Drawn By:
DSN
Checked By.
VEW
Issued Date:
5/16/O6
SHEET Nd.
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1-800-632-4949
)RTH CAROLINA
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EXISTING CONTOURS HAVE BEEN MODIFIED AT TOWN'S REQUEST. THESE REVISIONS ARE BASED ON INCOMPLETE LAND DISTURBANCE
ACTIVITIES CONDUCTED AS PER APPROVED LAND DISTURBANCE/SESCP PLAN.
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Project #
P05028
Designed By:
VIEW
Drawn By:
DSN
Checked By:
VEW
Issued Date:
05/15/06
SHEET NO
C 1
of 6 SHEETS
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PROPOSED ASPHALT PARKING
PROPOSED RESERVE PAMONG AREA
PROPOSED CONCRETE
,.
( FEF>ti No WA)
PROPOSED FIRE LINE
-Y nm
PROPOSED GATE VALVE & 80X
PROPOSED FIRE HYDRANT
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PROPOSED STORM SEWER
DROP MBET
PROPOSED NYIAPL4ST
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DRAINAGE STRUCTURE
PROPOSED ELAEAGNUS PIMGENS
OR EQUAL FROM APPROVED UST
(180 UNITS SHOWN)
PROPOSED LANDSCAPING TREE
QOMBMUTIOH OF QDERCUS SPP., `i)
PMIS SPP., SABAL PALMETTO OR
EQUAL FROM APPROVED LIST
(SALT 7KMFRANT SPECIES ONLYI)
(46 UNITS SHOWN)
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE BUT THE ACCURACY IS NOT
GUARANTEED. ME CONTRACTOR IS RESPONSIBLE
RLEVELS,
�ES�'ND DIMENSIONSof THE EXISTING
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WOW SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
NOW OR FORMERLY
SEA OATS VILLAS
05. 35-T, P6. 1002
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(SEE DETAIL sHLEr cs) a7,yp j
/ Y WATER METER AND,VAQL.T WITH VALVES AND BYPASS
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1-800-632-4949
ORTH CAROLINA
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N.T.S.
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\ DUNE TOP WOOD WALKS, DECn AND GAZEBO
04 • SHALL BE ELEVATED ABOVE EXISTING VEGETATIaN
\_ AND SHALL NOT ALTER DUNE ELEVATION
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\• NOTES:
\ 1. PROPOSED: MULTI -FAMILY UNITS W/ASSOCIATED PARKING, UTILITY, D
\ \ ROADWAY IMPROVEMENTS
\ (7 -TWO BEDROOM UNITS AND 29 - THREE BEDROOM UNITS)
\ 2 PROPERTY OWNER:
\ CROATAN SURF CLUB, L.L.C.
\ 808 SWAMP ROAD
\ FURLONG, PA 18925
\ [phone]
OPEN LANDSCAPED AREAS/ CONTACT: MR. CLARENCE 'BUD' DEAN
\ )5. PROPERTY IS CURRENTLY LOCATED IN NFIP FLOOD ZONE VE (EL 12', NAVD 88 DATUM)
\� 4. V SITE ZONING: OCEAN IMPACT RESIDENTIAL
5. BOUNDARY INFORMATION, TDPO AND EXSTING CONDITIONS SHOWN AS PER SURVEY BY WIWAM JONES, JR.
PROFESSIONAL LAND SURVEYING. ADDITIONAL TOPOGRAPHICAL INFORMATION PROVIDED BY LANDMARK ENGINEERING
6. SITE AREA: 125,700 SO. FT. (TO MEAN HIGH WATER, FROM SURVEY.).
\ (100.600 SO. FT. TO F.LS.N.V.)
7. SITE COVERAGE:
ALLOWED: 55% ( 100.600 SF)
PROPOSED:
/ BUILDINGS: 30,766 SF
ASPHALT PAVEMENT/CURBING 15,412 SF. (INCLUDING RESERVE AREA)
B DUMPSTER PADS: 9,723 SF. (WITHOUT RESERVE AREA)
POOL AREA, DECKS AND RAMPS: 1,226 SF.
ADVANTEX TREATMENT UNITS: 607 SF.
DUNE WALKS, DECK AND GAZEBO : 1,273 SF.
TOTAL PROPOSED COVERAGE 55,284 SF (54.95X) (INCLUDING RESERVE AREA)
TOTAL PROPOSED COVERAGE 49,595 SF (49.307) (NOT INCLUDING RESERVE PARKING AREA)
54. ` FLOOR AREA RATIO: ALLOWtD 0.6 = (100,600 SF x 0.6) = 60,360 SO. FT.
PROPOSED: 60,162 SO. FT. ( 0.5980 FLOOR AREA RATIO) (FROM ARCHITECT)
AVERAGE FINISHED GRADE AT BUILDING: 121' • (10 5+10 5+11 2+11 3+14 7+14 5)/6 = 12V
UNDER BUILDING PARKING ELEWTION: AS SHOWN ON SHEET C3
8. PARKING REQUIREMENTS:
/ REWIRED: 1 SPACE PER BEDROOM
101 BEDROOMS = 101 SPACES (OVER 100 SPACES 10% PARKING REDUCTION ALLOWED, 10% OF 101 = 10)
91 SPACES REQUIRED TO BE INSTALLED (WITH A 10 SPACE RESERVE AREA)
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( IN FEET )
I inch = 30' Pt.
PROVIDED:
TOTAL 91 SPACES PRDVIDED WITH A 10 SPACE RESERVE AREA
(1 VAN ACCESSABLE SPACE REQUIRED, 1 PROVIDED)
4 TOTAL ADA ACCESSABLE SPACES REQUIRED, 5 ROVIDED)
9. YARD REQUIREMENTS: REQUIRED
FRONT (U.S. 158): 30 FT
REAR: DETERMINED BY CAMA
SIDE: (NORTH) 12 FT
SIDE: (SOUTH) 12 FT
10. ALL UTILITIES SERVING THIS SITE WILL BE PLACED UNDERGROUND.
11. EXTERIOR CONCRETE SHALL RECBVE BROOM FINISH FOR SUP RESISTANCE
12. ALL SELECT COMPACT FILL TO BE COMPACTED TO MIN. 95% DENSTY, (AT OPTIMUM MOISTURE CONTENT), PER MODIFIED PROCTOR TEST.
13. PINfS 988411653031, 988415644818, 988415643993, 988415643967
14. SITE ADDRESS: 1319 N. MRGNA DARE TRIAL
15. AN NGDOT DRIVEWAY PERMIT AIM ENCROACHMENT AGREEMENT FOR INSTALLATION OF INFRASTRUCTURE
SHALL BE OBTAINED PRIOR TO ISSUANCE OF A BUILDING PERMIT.
16. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, A WASTEWATER PERMIT IS REQUIRED FROM THE ON -SITE
WASTEWATER SECTION OF THE NORTH CAROLINA DEPT. OF ENVIRONMENT B NATURAL RESOURCES
17. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, A HIGH DENSITY STORMWATER PERMIT IS REQUIRED FROM THE DIVISION
OF WATER QUALITY OF THE NORTH CAROLINA DEPT. OF ENVIRONMENT do NATURAL RESOURCES
18. PRIOR TO THE ANY LAND ISTURBING ACTIVITIES, A LAND DISTURBANCE PERMIT IS REQUIRED FROM THE DIVISION
OF LAND QUALITY OF THE NORTH CAROLINA DEPT. OF ENVIRONMENT k NATURAL RESOURCES
19. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, A MAJOR CAMA PERMIT IS REQUIRED FROM THE DIVISION OF COASTAL MANAGEMENT
20. A WATER FLOW TEST SHALL BE CONDUCTED AT THE NEAREST EXISTING HYDRANT TO ENSURE THE REQUIRED FIRE PROTECTION
WATER FLOW OF 2,000 GPM IS AVAILABLE THE FLOW TEST SHALL CONFORM TO NCFPC SECTION 508, WITH THE FIRE OFFICIAL
NOTIFIED AT LEAST 24 HOURS PRIOR TO TESTING. APPROVED DOCUMENTATION OF THE TEST SHALL BE PROVIDED
TO THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. THE APPLICANT IS RESPONSIBLE
FOR PERFORMING THIS TEST. THE BUILDING SHALL BE PROTECTED BY A FIRE SPRINKLER SYSTEM MEETING NFPA 13
REQUIREMENTS AND HAVE AN APPROVED AUTOMATIC STANDPIPE SYSTEM MEETING NFPA 14 REQUIREMENTS.
21. A NEW FIRE HYDRANT IS REWIRED TO BE INSTALLED MIDWAY BETWEEN CORAL DRIVE AND LANDING DRIVE ON THE
WEST SIDE OF VIRGINIA DARE TRAIL AS PART OF THIS DEVELOPMENT.
22 RECORDED REFERENCE: DEED BOOK 165Z PAGE 445.
23. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, AN ENCROACHMENT AGREEMENT AND DRIVEWAY ACCESS PERMIT IS REQUIRED FROM NCDOT.
24. THERE ARE NO WETLANDS ON THE SUBJECT PROPERTY.
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Project #
P05028
Designed BY:
VEW
Drawn By:
DSN, VEW
Checked By:
VIEW
Issued Date:
05/16/06
SHEET NO.
2
of 6 SHEETS

NOW OR FORMERLY
SEA OATS VILLA5
05. 5511 P6. 1002
BEFORE YOU DIG !
CALL TOLL FREE
1-800-632-4949
)IRTH CAROLINA
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FIRST AND LAST STORMTECH
CLEANOUT INSTALLED FOR M
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05. 951, P6. 102
WALL ROWS SHALL HAVE A 4 "
JETTING AND VACUUMING (TYP)
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ELEVATIONS SHOWN ARE BASED ON NAVD 88 DATUM
EXISTING CONTOURS HAVE BEEN MODIFIED AT TOWN'S REQUEST. THESE REVISIONS ARE BASED ON INCOMPLETE LAND DISTURBANCE
ACTIVITIES CONDUCTED AS PER APPROVED LAND DISTURBANCE/SESCP PLAN.
ATLANTIC
OCEAN
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PROPOSED 1Y DIAMETER ADS N12 PIPE
W "CONC. DROP INLET
CAST TOP GRATE
(SEE PLAN FOR SUMP DEPTH)
PROPOSED NriORASr
DRAINAGE S R ICRIRE
(ALL SIRUCNRFS TO NAPE A BOTTOM
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Project I
P05028
Designed By:
VEW
Drawn By:
DSN
Checked By:
VEW
Issued Date:
5/16106
SHEET NO.
C 3
of 6 SHEETS

PERMANENT VEGETATION TEMPORARY VEGETATION BEFORE YOU DIG I
SEEDING DATES: APRIL 1— SE ISEEbiNG DATES: OCT. 1 — MARCH 31 CALL TOLL FREE
SEED MIXTURE APPLICATION RATES/ACRE SEED MIXTURE APPLICATION RATES/ACRE JDNORTH
BAHIA 50 LBS. RYE GRAIN 175 LBS. 1-800-632-49�COMMON BERMUDA so Les. EFLDu� - CAROLINA \
ipA
(INNWULLED)
GERMAN MIU£I'T 75 LBS 10-10-10 O 1000 LB/ACRE ONE CALL �g� ` �<
FESWE 20 LBS. MULCH �,0.4 \ 0
FER71LIZER APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. v\ \•t^L \ J
26-13-13 O 50D LB/ACRE NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY Ilk
MULCH
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. •yam\ •\i f \ \ \m
Y
APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, •\'Y \ \ ` O Al
NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY O�\ D.4 B \ \ y ` -1
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL `
GENERAL: -FERTILIZER RATES SHOWN ARE GENERAL RECOMMENDATIONS; FREQUENCY AND AMOUNT OF FERTILIZATION CAN BEST BE DETERMINED THROUGH SITE SPECIFIC SOIL TESTING. \ ,
- MAINTENANCE
SATISFACTORY STABILIZATION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND RAPIDLY AND. n \ `•\ , , `�' ,•' % ` \ ' . ``,' `• \ \ \ ,
IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABILE SURFACE A SINGLE HEAVY RAIN IS OFTEN SUFFICIENT TO GREATLY ENLARGE BARE y
SPOTS, AND THE LONGER REPAIRS ARE DELAYED, THE MORE COSTLY THEY BECOME PROMPT ACTION WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW ,,ff��\ ��"�� �� ry ' `\ ` ` \ \' ` ` • \
SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND GULLIES DEVELOP, THEY MUST BE FILLED IN, RE -SEEDED• n i" • ' ` ` \ `
AND MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE.ro FINAL COMPLETION IS AWARDED)
WEAK OR DAMAGED SPOTS MUST BE RELIMED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE REFERTILIZATION MAY BE NEEDED TO MAINTAIN
PROWc,n\c STANDS.NOA OR
SEEDING SPECIFICATIONS OATS A� Lj�,gg \ H _ _ _ :< \ ` A" \ °'
DS. 551, P6. 1002
NOTE: DUNE. TOP rWDOD' wauc r rr rr .. \ x <q $` PECKS AND GAZEBO
THE DATA GIVEN ON THESE PLANS 5 BELIEVED :&{, / rf �% \ . \ SNA11 �E EL�VATEtt ABOVE EXIS'71NG VEGETATIOX
TO GUARANTEED. Wit � I ACCURACY
I BLE � �� `: � rrrrrr rr 'r O� v; V1ND `S(1ALCN0j AJR DUAE ELEVATION \
FOR VEWMNG ALL LEVEL.SoLOCATIONS, TYPES
AND DIMENSIONS OF THE NG UTILMEs
IPRIOR TO S FOUND. CONSTRUCTION.
CT LL IONCEASE DI SNEER
NOTIF'IED__ WORK -MAY COM17NUE UPON ENGINEERS
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BOX AVERT = 40'
RTS = 4.56
21 = 405'
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PROPOSED
ASPHALT PARKING
PROPOSED RESERVE PARWNG AREA
PROPOSED WNCREIE
PROPOSED FRANGIBLE CONCRETE
PROPOSED FINISH GRADE CONTOUR 'O
PROPOSED FINISH SPOT GRADE /
TING CONTOUR
PROP 12' ADS (HDPE) N12 PIPEPROPOSED C. DROP INLET
CAST TOP GRATE
PROPOSED SILT FENCE—�E
PROPOSED LIMITS OF DISTURBANCE
PROPOSED INLET PROTECTION
I. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES;
a) AREA TO BE DISTURBED IS (+/— OZ505 SQFT) +/— Z12 AC.
b.) ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITHIN THIRTY
DAYS OF LAND DISTURBING ACTIVITIES IF SAID ACTIVITIES OCCUR OUTSIDE
THE PERMANENT VEGETATION SEEDING DATES APR. 1— SEP.30)THEN TEMP—
ORARY VEGETATION SEEDING SPECIFICATIONS SHALL BE FOLLOWED FOR
PLANTING UNTIL THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD, AT
WHICH TIME PERMANENT VEGETATION SHALL BE ESTABLISHED ACCORDING TO
PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE PERM. A: TEMP. SEEDING
SPEC'S THIS SHEET).
a) IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS WRING TIME OF
OONSTIWCTION ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SILT FENCING SHALL
BE INSTALLED AS DIRECTED BY ENGINEER SO AS TO PREVENT DAMAGE TO ADJACENT
PROPERTY. SEE SILT FENCE DETAIL THIS SHEET.
d) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED,
MAINTAINED AND REPAIRED AS NECESSARY UNTIL PERMANENT CONTROLS
ARE ESTABLISHED.
a) CONSTRUCTION SCHEDULE:
1 gBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2 FLAG AND/OR ROUGH STAKE WORK LIMITS
3 HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR. ENGINEER,
AND APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST ONE WEIX PRIOR TO START
OF CONSTRUCTION ACTIVITIES.
4) INSTALL SILT FENCING O LOCATIONS SHOWN ON PLAN
5) COMPLETE CLEARING AND GRUBBING PROCEDURES
8) GRADE 517E ACCORDING TO PLAN
7 ALL EROSION at SEDIMENTATION CONTROL PRACTICES WILL BE INSPECTED WEEKLY
AND AFTER HEAVY RAINFALL EVENTS NEEDED REPAIRS WILL BE MADE
IMMEDIATELY.
8) ONCE SITE IS FULLY STABILIZED; CLEAN STORMCEPTORS,
CATCH BASINS AND PIPING OF ACCUMULATED SEDIMENT.
1. UNIFORMLY GRADE A SHALLOW DEPRFSSM APPROACHING THE NET
A \ 2 DRIVE I FOOT PIED Posr 2 FEET ROD MGRD SROtGADING
L'4 SPACE
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19 GAUGE HARDWARE PATH Cn'O �_ A FDGR OF 16' AROuo THE OW. AND SMOOTH M AN EWN GUM
(1/4 AIE9F OPFFIIG) `` s. ONCE INE CMTPWW MAIKARE AREA HAS BEEN STANIffD, Ir WW
:-:; :'i:. '• •... ACOARRATED Si AMINTD , AESTAWSH FINAL GRADING ELEVA10M
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•-••-•.•g�/�2 `` & COMPACT THE AREA PROPERLY AND STADRI7ED R MIH CROLRD COYElL
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CONCRETE INLET BOX
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Project {
P05028
Designed By:
VEW
Drawn Sr.
DSN
Checked By:
VEW
Issued Date:
5/16/06
SHEET NO.
C 4
of 8 SHEETS
... ,�. ...,...,.,., a.:

CAP
SIGN: R7-8 OR R7-8A
1/2" RADIUS
GREEN - BORDER AND LEGEND
3" RADIUS
'_.�;
TOP OF ASPHALT
RESERVED
WHITE - BACKGROUND
,•-�
PARKING
u
` • .'- 02 SLOPE
1/8- RAD. .02 SLOPE
BLUE - IN ACCORDANCE W/
�' ..-------
ADA STANDARDS
7,1177-
"' r
•'
�8
o
.'4 ... .-.
: ;�
; '
8 8• ABC 8
ooc�
'• "' e . ♦ .' , �,
w� ' •
.. • '
88 8 8 0"
MAXIMUM
PENALTYGREEN
SIGN: R7-8D
AND LEGEND
�� ���,� �� ��
o�BoS
��;�
-BORDER
WHITE - BACKGROUND
29-0" CURB
& GUTTER
NTS
STAIRWAY _ " WALKWAY
TYPICAL —j _ (I. J I I TYPICAL
MEAN HIGH _ / FLOOD FORCES
WATER-
- II II
II II ;; II
II � II II ,, II
II EXPECTED ERODED
PROFILE
II II II I� II
�) II
2WALKWAY SUPPORT
TYPICAL
NTS
6" CONCRETE (BROOM FINISHED)
4000 PSI, FIBERMESH, NO REBAR OR WXIVI REINFORCEMENT
SLOPE TO DRAIN
v 4a
4-1
d . A'p. a
° c 4 d A
c 4 b
4
'e a
THOROUGHLY COMPACTED SUBGRADE
TOTAL ENCLOSURE LENGTH 42'-9" FOR 5 DUMPSTERS
Fill block voids with
concrete
• ---
I I \11 I I
6" dia. Steel bollards D ` i I ,
Done Filled to Q.
CL e•
82" I d e ,♦_
d 4" REINFORCED CONCRETE'♦ e
1
—.— —d .. ♦ A_ e..._♦ _ -- — --M
TOTAL PAD LENGTH 39'-9" FOR 5 DUMPSTERS
PLAN
Tie beam with N.T.S.
r-2—#5 rebar continuous
14"
Grade
o "VAN ACCESSIBLE" SIGN
0
U-
6
FOR COLUMN OR WALL MOUNT
o
USE ELEVATIONS SHOWN AND
®
DELETE MOUNTING POLE
0
ro
HANDI— CAP
SIGN DETAIL
POLE
MOUNT
N.T.S.
PAVEMENT WIDTH
(INCLUDING SHOULDERS)
rt
RESISTANT
(
TYP
B
N.T.S.
2" SCH 40 PVC
LEAK DETECTOR
PIPE
�I�IIlI�I�II■I��Ioll■IN&' 1
1
'�!fSYiR 49YF4 !E!'SY!!1•��
1 • 11 77 i' � 1 71
1.71 •1• •'1 T '
1 Y M41
2 X 8 FINISH TOP RAIL
W/ 1/2' CHAMFER - DO NOT
FASTEN PICKETS THROUGH FINISH RAN_
5/4 X 4 PICKET RAIL, JOIN AT
POSTS
TOP LAP
W/ ( 7HRWdR70 OP 2)
3/8" X 4 BOLTS
3-1
N.T.S.
— KEEP AUGER CONFINED IN CASING PIPE WHILE BORING
— WELL POINTS SHALL BE USED TO KEEP EXCAVATION AND
CASING PIPE DRY DURING CONSTRUCTION.
2 x 2 PICKETS TTACH o 5r G.G. -- POOL FENCE & GATE DETAIL
SCREW2X2 ATTACH TO
RAIL S DIPPED GALVANIZED (OUTSIDE NEW)
DECK
N.T.S.
1—#5 at 4' center
6" 4000 p.s.i. Concrete slab with fiber mesh reinforcing — monolithic, min
8" 6" thickness
8"xl6" concrete footing w/ 2— #5 continuous rebar
(tyPJ
ELEVATION
ENCLOSURE SHALL BE CONSTRUCTED AS A CMU ENCLOSURE FENCE.
CONSTRUCTION DETAILS OF OTHER ENCLOSURES MUST BE APPROVED
BY THE ENGINEER AND THE TOWN OF KILL DEVIL HILLS PRIOR TO
CONSTRUCTION.
' 6"d steel pipe
bollard, filled
w/concrete, painted
traffic yellow
1
I18"d cone. ftg.
I crown top of ftg.
IIJ
BOLLARD
DETAIL
N.T.S.
B' x V THICK
TE PAD
I PLACE
CAST
GENERAL VAULT NOTES:
1. PRECAST CONCRETE VAULT STRUCTURES CONFORM
To LATEST ASTM C-913 SPEC. FOR PRECAST
CONCRETE WATER AND WASTEWATER SIR11CAN7FS
2 STRUCTURAL AND REINFORCING DESIGN CONFORM TO
/Sill C-69Q Aa 318 AND AO 318-1 SPECS. FOR
NON -TRAFFIC LOADING,
4. CONCRETE COIPIiFSSIVE STRENGTH 4,000pW MRAA
5. STEM REINFORCED MANHOLE STEPS CONFORM TO
LATEST ASIM C-478 SPECIFICATIONS.
70 am F PVC
NOTES:
1) INSTALL MARKER POST ON
EDGE OF THE HIGHWAY RIGHT-OF-WAY
2) PROVIDE MARKER POSTS
AT ALL VALVES, EXCEPT FIRE HYDRANT VALVES
3) ABBREVIATIONS STAMPED ON
POST AS FOLLOWS:
VALVES AND BLOW -OFF ASSEMBLIES
MV - MAIN VALVE
-- 5 1/2" 2" BRASS MARKER
PLATE W/ANCHOR
MARKER PLATE 3/4' CHAMFER
AT EACH CORNER
-NO.3
3NFORCEMENT
IRS
4-
2 CUBIC FEET
CONCRETE MINIMUM
PLATE WITH DIRECTIONAL
ARROW POINTED TO
GATE VALVE TO
NEAREST FOOT.
LLVE MARKER DETAIL
N.T.S.
�9of
a -
A'
• . I SLOPE TO DRAIN
d
° d ° ..
ViL•
WATER MAIN EXTENSION WOW SHALL BE IN ACCORDANCE WITH THE NCDENR, I
3UC WATER SUPPLY SECTION APPROVED SPECIFICATIONS FOR THE TOWN OF KILL
4L HILLS AND PER THE TOWN OF TOLL DEVIL HUS WATER DEPARTMENT.
FMISHED GRADE - 11.0'
IN CASE EXCAVATION HAS BEEN MADE DEEPER THAN NECESSARY,
BEDDING SHALL CONSIST OF A LAYER OF CONCRETE. FINE GRAVEL,
OR OTHER SUITABLE MATERIAL AND SHALL BE PROVIDED AND
INSTALLED AT NO ADDITIONAL COST TO OWNER.
BEDDING IF NECESSARY
DEPTH AS REQUIRED
TRENCH SECTION
N.T.S.
TOP OF VAULT O 11.5'
TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES.
Threaded Corporation Stop Curb Stop
(Tap at 45' Angle)
Water Service Tubing
Iron service saddle X
w/stainless steel band '
and epoxy coated
ductile iron body or
approved equal.
Existing
Water Main
o
N
SERVICE CONNECTION DETAIL
HANDLE—
1
�•
W DOUBLE DETECTOR
CHECK VALVE
I » WATTS 6" NC.
709 DCDA OR
I
APPRO
D EQUAL.
W-6
�
o
io
I
trV84MLL ALVE
2- BALL VALVE
O 3 4' BY-PASS
GROUT HOLES TO
AKE
3/4' DOUBLE CHECK VALVE
SMEAL (I P�R1Ii1T
a •
fECORDALL BRONZE
"
•
DISC METER
"
I------
-----J
da '
1
PIPE
� MMTN
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w
Q
T71CHT
a
A'
_
d
°
A
le
62
sn
is
R
k
ll
L"
rE
q
7X
qq
Nli
�
B�
N
-GRAVEL DRAM FIT
fx2 z2'
n
N
\
N
FLOW
FROM SUPPLY
N
"1
'/•
6' C-900
PVC
4' OIAIEIER S � in °
rF PO�RAIED R yi . 1'A"•I U
PLAN VIEW � Q
N.T.S.
LOCKABLE DOUBLE DOOR ALUMINUM
ACCESS COVER TO BE HALWAY PRODUCTS
MODEL N0. w0
R7248, OR EQUAL
(OPEtANG TD BE 48• x 727
CONTRACTOR TO COORDINATE W7H TOP SUB MALIIFACTURER
AS 70 LOCATION OF HATCH COVER COVER NEEDS TO BE
PLACID SO EASY ACCESS TO VALVE ASSEMBLY
AND METER ASSEMBLY CAN BE OBTAINED.
HATCH COVER TO HAVE STAINLESS STEEL HINGES.
RETRACTABLE HANDLES AND HASP FOR PADLOCK.
(LDS ROTATED 90' FOR CLARITY)
DOUBLE DETECTOR CHECK VALVE
WATTS 6" NO. 709 DCDA OR
APPROVED EQUAL.
19 3/C BY-4i
I rP-, FI
STr W > r `3/4' REC&MALL LU i
>T Y BRONZE DISC MEIEI ��
a ls N tl8S1 i!
LT O SO' i4 ' A.
THRUST
SECTION
)R CHECK VALV
NO SCALE
1
1
'
ff
1
s t
F•, 1 ,, 1
1
Flow
FROM
6' C-900 SUPPLY
PVC
Project if
P05028
Designed By
vEw
Drawn By:
DSN
Checked By:
VEW
Issued Date:
5/15/06
SHEET N0.
5
of 6 SHEETS
i

BACK OF CURB
PLAN
SECTION Y—Y
e PLAN
FRAME, GRATE, AND HOOD ASSEMBLY
SECTION A —A
11 it
t
n .
3'-0-
a TI nn/1LT T7 TT
FRAME, GRATE AND Hnnn
SEE DETAIL THIS SH
0
Z_
IJJ_,1J11V1V I— i
1
PLAN
BRICK CATCH BASIN
RJR NCDOT S7A 640.01
N.T.S.
ALIGN FRAME WITH INSIDE WALL SECTION
EDGE OF WALL TO ALLOW
FOR VERTICAL ADJUSTMENT
SECTION B—B
FRAME PLAN
3'-0 7/8'
R --1
HOOD ELEVATION
EXPANSION JOINT
EXPAN ION JOINT C— DEPRESSED GUTTER LINE
EXPANrON JOINT
3' 3•
SEE CURB INLET DETAIL
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
MINIMUM DIMENSIONS AND
QUANTITIES FOR BRICK CATCH BASIN
DIMENSIONS OF BOX AND PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
HEIGHT
D
A
B
C
G
MIN H1
12"
3'-0"
2'-2"
2'-3"
15"
3'-0"
2'-2"
2'-6"
18"
3'-0"
2'-2"
2'-10"
24"
3'-0"
2'-2"
3'-2"
3'
HEIGHT OF BOXES VARY
SEE DRAWING SHEET C3
SECTION P—P
SECTION R—R
1
3/4"
IT- P
N N
SFCTiON V—V
fT
SECTION N—N
STORMMASTER CHAMBER SYSTEM GENERAL NOTES.
1. AN combustion shall be in fill compliance with Storml Incorporalul ('St"Tel latest Installations requirements.
A 4 ox W r fabrk shall be used as indicated it the installation requirements.
Upon notification to StormTech, a copy of the installation mwiranents will be sent to tine contractor.
Stain pla9nnant between chamber rows and around perimeter wind be dons as fndkated ti the most anent version of
2. The 6ataMi g contractor should contact StormTech's Tatedcai Services Deportment at 1-888-892-2894 at bast 30 days
StormTech a hnstdWtkn hutructioro in order to maintain raw separation distances and prevent chamber d WW mont
prior to system installaft to arrange a pre -installation confe wce. A StormTech representative can than anew or address
comments on the Stormillater chamber system and Ffom the Installing contractor of the Installation requkaments before
Bodd 40ift ad over the chambers after atone placement shd be done with a and dozer of is typo Indicated In the
the contactor begin system construction.
most anent vol of StormTech's MtalloUarh Instructions. The dozer shd pleln cover materials aaaas do Width, not
down the length of the chambers.
3. The bstaDng contractor shall fully undaetond the Installation requirements before booming the system canstuction.
The conbactor shad fills reWiements specifying that no vehicles outside of StamTooll specified equipment, outied in
4. For systems with pavement design (asphalt, eana'ete pavers, etll minimum cover is 18' not including pavement
the bodd%N procedures, park nor travel across the bed per StarmTeeh's anent installation Instructors. The contractor
Mm*rm cover is fir Including pavement design.
*4 surround the bed with warning tape and appropriately located sign daffy tines when construction Is halted prior to
5. For installations that do not include pavement Inhere rutting may occur, minimum cover Is 30•, mmdnam cover Is W.
conc°t°n of atan.
The euctiorter end apply eroekn and sediment control measures to prated the NafrlhwOter system Gluing d phases of elte
shoo apply
ti. The contractor shd comply with badeNl and bass material compaction and other sped8eations contained in the most cement
cpgtruMdan.
copy, of StomTech a hstdation Instructions.
ot37ne contractor to fadaw is above notes and all Installation raquiranonts will voW the StomMaste product
7. Ad required atone axed: be washed, croshod and 80 % retained within the 1 Ili inch - 2 inch ate rouge. Rounded etas Is
�ty.
not acceptable.
STORMTECH SC-310 CHAMBER STORMTECH SC-740 CHAMBER
USE 4" SCH 40 PIPE FOR CLEANOUT
y�-:.:;;;;•:::;•::•::;::•:::::::::::;::::;::..=_ :_:<.::_";: ,:-:...,.. • :QN FIRST AND LAST UNIT IN EACH RO -
'b4
T,a': • 4
7.., 1T:.=•..'irirr.i•'ri:•rr:ic:Ccr:i•:•:ii�i::i.:i,... •.
_.a1e3�.t w\�: '+ij�i"•'s.................................. T.. t.�'.: ... .:".! l,'•.':::. `Tt ;:>:?S!>'. j •"i' •-r <
• .n. ..nf:w:,aaS. a. 4 ":. SY: <-. •:. �'z
�M'FP. M\< •h.'•.•t a
't<•,.4 a• �:aY i •>"i-:3�•—. .......................... ♦!.' J i. a.: <"..�• OY •a.O Y."i%I£��itaa i.:NT..: �.1-
_>._..... K:.. �,qa.: •..�:. PAVEMENT . a :.=:_•- :iii. CONCRETE
�••
_ i J r..
t..
n. r>TY •ay'
w•Y5-.
. y:v
i'
Y
e-4 -,a f••.•;{y%Fe��•..•.....:...:::.::..`:•.:•••�� l5 a1.x!'•.. �,•.tr'.-:.:.-.•.•�; �;.•.--•:.•.
0' MANIFOLD PIPE
SC-310 CHAMBER
4It INCH WASHED —
CRUSHED ANGULAR STONE
RL1ER FABRIC —�
IN -SITU SAND SUB -GRADE
ilit,- * `n• �\/ i
xMIR All
•N' 7'i ��.� dam+ t� ` +////�,
!t �., Psnlllr�-== —mil Ih�=---•+11 7 ��— 9`.�'#4"s4.'x j ,. : •a
�i SN
_—MI ;ih.-- ;---�ilt;>zl'+--•--�+11 1 ..�_ -
• 71 h' • 71 *y ii r1►�-jr -'- {�_a� r►�--j.__ _�j��_ih ►_-- --� 71 •- " 71
t . : 7 / h�s\`�%/:�7'.�i,�LIZ
1 h : 7' A71 Yc3.'atlij Y- IL.J� tf a
71 1 7'
:�71 l i-
1r HEADER PIPE
WELL GRADED GRANULAR BAl WHICH CONTAIN AN
EVEN DISTRIBUTION OF PARTICLE SrZ S WITH NO MORE
THAN 12% PASSING THE /200 SEW COMPACTED TO A
MINIMUM OF 95 % OF THE STANDARD PROCTOR DENSITY•
SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN
STORM7EWS DESIGN MANUAL, INSTALLATION MANUAL,
OR WWW.STORMTECH.COM.
a 2' ASPHALT PAVEMENT rg ABC STO
ACCEPTS C SCH 40 PIPE FOR OPTIONAL
CLEANOUT OR INSPECTION PORT
90.i LOA
85.4' INSTALLED
SWRMTECH SC 310 CHAMBER
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W x H x INSTALLED LENGTH) 34.0' x 16.0' x 85.4'
CHAMBER STORAGE 14.7 CUBIC FIST
MINIMUM INSTALLED STORAGE 31.0 CUBIC FEET
WEIGHT 35 LBS.
rs I?-
12' HEADER PIPE
STORMTECH SC 740 CHAMBER SYSTEM
PLAN VIEW DETAEL
NOT TO SCALE
SC-740 CHAMBER
439INCH WASHED_
CRUSHED ANGULAR STONE
FILTER FABRIC
IN -SIN SAND SUB -GRADE
WELL GRADED GRANULAR BACITILL WHICH CONTAIN AN
EVEN DISTRIBUTION OF PARTICLE SIZES WITH NO MORE
THAN 12X PASSING THE /200 SIEVE COMPACTED TO A
MINIMUM OF 95 % OF THE STANDARD PROCTOR DENSITY.
SEE THE TABLE OF ACCEPTABLE FiLL MATERIALS IN
STORMTECH S DESIGN MANUAL, INSTALLATION MANUAL,
OR WWILSTORMTECN.COM.
RMTECH SC740 CHAMBER SYSTEM
TYPICAL CROSS SECTION DETAII.
NOT TO SCALE
ACCEPTS C SCH 40 PIPE FOR OPTIONAL
CLEANOUT OR INSPECTION PORT
USE C SCH 40 PIPE FOR "OUT �A�N�
ON FIRST AND LAST UNIT N _
85.4' INSTALLED
51
STORMTBCH SC 740 CHAMBER
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W x H x INSTALLED LENGTH) 51.0" x 16.0' x 85.4'
CHAMBER STORAGE 45.9 CUBIC FEET
MINIMUM INSTALLED STORAGE 74.9 CUBIC FEET
WEIGHT 75.0 LBS.
610
'
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Project #
P05028
Designed By:
VEW
Drown By:
DSN
Checked By:
VEW
Issued Dote:
5/16/06
SHEET NO.
C 6
of 6 SHEETS