SW7080904_APPROVED PLANS_20201231

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7e
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Quible
9uible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
November 23, 2009
Mr. Samir Dumpor
NCDENR
Division of Water Quality
943 Washington Square Mall
Washington, North Carolina 27889
Re: The Shoppes at 10.5- Nags Head
High Density Stormwater Permit No. SW7080904
Dear Mr. Dumpor:
-x�
j ° rn: 'G 5 2009
PO Drover 870
KRiy nark NC 27949
Phone [phone]
Fax: [phone]
PRINCIPALS
Seen C Boyle. P E
Joseph S Lawiec C E P
Eduardo J. ValdMeso, P.E.
ASSOCIATES
Joseph J. Anlo&, PE.
Katherine C Marchello. P L S
The enclosed package is a follow-up to the e-mail that I sent to you last week regarding the substitution of
permeable concrete for turfstone in the portion of the parking lot at the Shoppes @ 10.5 which serves the
Food Lion. The Town asked me to identify the parking spaces will be switched to permeable concrete, and
so the hatching has been changed on the plans in the parking spaces which are to be switched. This is the
only difference in the enclosed plans from the plans I e-mailed to you last week.
Please add these plans to your files in order to document the change. As I noted in the e-mail, no credit was
taken for permeable pavement in the permit application (permeable pavement was simply utilized as a
conveyance to the gravel infiltration trench underneath). Therefore, the substitution of permeable concrete
for turfstone does not materially affect the functioning of the stormwater management system or the validity
of the permit.
If you have any questions, or require any additional information, please do not hesitate to contact me at (252)
261-3300.
Sincerely,
ble & A social
c
avid A. et l,'
enc: as stated

SHEET INDEX
s EXISTING CONDITIONS AND
DEMOLITION PLAN
2 SIDEWALK IMPROVEMENT PLAN
4 DETAILS
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1. CURRENT OWNER: NAGS HEAD PARTNERS LLC
C/O COMMERCIAL PROPERTIES, INC
1004 WAKE FOREST RD, RALEIGH. NC 27604
2. APPLICANT• TOWN OF NAGS HEAD
PO BOX 99
NAGS HEAD, NC 27959
3. PIT: 9893-1820-8263 / M. 005622777
4. PROPERTY ADDRESS: 2515 & CROATAN HWY
S. SUBJECT REFERENCES DB 1789, PC 176; DB 2353, PG 809 (EASE}, PC H, SL 190.
6. FIELD SURVEY DATE 09/27/19
7. HORIZONTAL DATUM IS NAD83(2011), DERIVED FROM NCGS MON T 168
& ALL DISTANCES ARE US SURVEY FEET AND HORIZONTAL GROUND.
9. THIS MAP HAS NOT BEEN RENEWED BY A LOCAL GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY APPLICABLE
LAND DEVELOPMENT REGULATIONS AND HAS NOT BEEN RENEWED FOR COMPLIANCE WITH RECORDING REQUIREMENTS
FOR PLATS
TO. THIS PLAN IS INTENDED FOR PURPOSES OF THE PROPOSED 5' CONCRETE SIDEWALK ONLY, AND IS NOT INTENDED TO
BE A BOUNDARY SURVEY OF THE LANDS SHOWN HEREON.
11. THIS PLAN S SUBJECT TO ANY FACTS, INCLUDING BUILDING SETBACK RESTRK;TKINS, EASEMENTS, COVENANTS, ETC.,
THAT MAY BE REVEALED BY A FULL AND ACCURATE TITLE SEARCH.
12. AN NCDOT ENCROACHMENT AGREEMENT MUST BE OBTAINED PRIOR TO DISTURBANCE WITHIN THE RIGHT-OF-WAY.
13. THE EXISTING STATE STORMWATER PERMIT (SW7080904) MUST BE MODIFIED PRIOR TO INSTALLATION OF ANY
IMPERVIOUS SURFACE.
DEMOL MON NOTES:
1. CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND SERVICES - TO INCLUDE BUT NOT LIMITED 70 ELECTRIC,
CABLE, TELEPHONE, GAS, SANITARY SEWER AND WATER - AND SHALL COORDINATE PROPER PROTECTION AND/OR
RELOCATE WITH APPROPRIATE OMINER/UTILITY COMPANY.
2 CONTRACTOR SHALL WALK THE STE AND 13E FAMILIAR WITH THE SCOPE OF DEMOLITION REQUIRED. ALL DEMOLITION
WORK REQUIRED TO CONSTRUCT NEW IMPROVEMENTS WILL BE PERFORMED BY THE CONTRACTOR AND BE
UNCLASSIFIED EXCAVATION.
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAILING AND OFFS17E DISPOSAL OF CONCRETE
CURBS AND GUTTERS, BITIL,INOUS CONCRETE PAVEMENTS AND ALL MATERIALS OR VEGETATION CLEARED AND
STRIPPED TO THE EIMT NECESSARY FOR THE INSTALLATION OF NEW IMPROVEMENTS AND WITHIN THE LI1117S OF
CLEARING AND GRADING. COORDINATE WITH APPROPRIATE DRAWINGS.
4. EXISTING PAVEMENT, CURB AND GUTTER, LIGHTS, FENCES, TREE/VEGETATION AND UTILITIES NOT INTENDED FOR
DEMOLITION SHALL BE MAINTAINED, PROTECTED, AND UNDISTURBED DURING DEMOLITION. CONTRACTOR SHALL
COORDINATE THE REMOVAL OF BITUMINOUS CONCRETE PAVEMENTS AND CURB AND GUTTER WITH THE STE PLAN.
5. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVAL FROM PROJECT
AREA.
6. ELECTRIC, TELEPHONE. SANITARY SEWER, WATER, FIRE HYDRANTS AND STORM DRAINAGE UTILITIES THAT SERVICE
ADJACENT PROPERTIES SHALL BE MAINTAINED WRING THE CONSTRUCTION PROCESS
7. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD OF DEVELOPMENT COMMENCING WITH A RECORD OF
THE SITE AS IT APPEARS BEFORE DEMOLITION IS BEGUN. AFTERWARDS A PHOTOGRAPHIC RECORD SHALL BE
MAINTAINED DURING THE CONSTRUCTION. PROCESS
& SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURIES AND CURBS AND GUTTERS TO BE DEMOLISHED SHALL BE
PROVIDED.
9. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS AS WELL
AS OSHA REGULATIONS
10. CONTRACTOR'S ACTIVITIES SHALL NOT IMPEDE USAGE OR INGRESS/EGRESS TO ADJACENT PROPERTIES. COORDINATE
WITH OWNER MAINTENANCE OF TRAFFIC/PEDESTRIAN CIRCULATION DURING CONSTRUCTION.
11. DEMOLITION PLAN DOES NOT PURPORT TO SHOW ALL OBJECTS OR UTILITIES EXISTING ON THE SITE IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UTILITIES AND
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PROJECT NO.
P04167
DESIGNED BY
MWS
DRAWN RY
JMH
CHECKED BY
MWS
ISSUE DATE
11 17 20
SHEET N0.
OF 3 SHEETS

j Ae66 MAI5 Mdo / GENERAL NOTES (o.4A6) t
Ne3x'"7b9 ePrJ I 1. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL PROPERTY 15. IN ORDER TO AVOID CONFLICTS WITH EXIsnNG ELECTRICAL SYSTEMS, MECHANICAL SYSTEMS,
. -i EZIVG61019Fr I 1. CURRENT OWNER: NAGS HEAD PARTNERS LLC MONUMENTS DURING CONSTRUCTION. DISTURBED OR REMOVED PROPERTY MONUMENTS SHALL BE EQUIPMENT. STRUCTURES, OR EXISTING PIPING. CHANCES IN NEW PIPING FROM THAT SHOWN ON
-1 i I
ERREPLACED BY A NORTH CAROLINA LICENSED PROFESSIONAL LAND SURVEYOR. THE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. LIKEWISE, ALTERATIONS TO
' I C/O COMMERCIAL PROPERTIES, INC EXISTING ELECTRICAL SYSTEMS, MECHANICAL SYSTEMS EQUIPMENT. OR EXISTING PIPING IN ORDER 1 t I
7004 WAKE FOREST RD, RALEIGH, NC 27604 2 THE CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO EXISTING TO ACCOMMODATE NEW PIPING AND EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE
:j FEATURES AS NECESSARY. CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL SUCH CHANGES MUST BE APPROVED
2 APPLICANT: TOWN OF NAGS HEAD I
PO BOX 99 3. THE CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION BETWEEN SPOT EIJVAl10N GRADES AND BY THE OWNER AND ENGINEER.
NAGS HEAD, NC 27959 MAINTAIN POSITIVE DRAINAGE DRAINAGE N[fT>-c.
3. PIN: 9893-1820-8263 / PID: 005622777 4. ALL PAVEMENT JOINTS SHALL BE SAW -CUT PRIOR TO PAVING TO PROVIDE A DURABLE AND 1. ALL STORMWATER UTILITY LINES SHALL BE INSTALLED AS TO MAINTAIN POSITIVE FLOW AT THE 1
i OI 4. PROPERTY ADDRESS: 2515 S (ROATAN HWY UNIFORM JOINT. SLOPES INDICATED IN THE CONSTRUCTION DRAWINGS.
mI O 5. OTHER UTILITIES MAY EXIST ON THIS SITE. THE LOCATIONS AND EXTENTS OF ALL EXISTING 2. PIPE LENGTH INDICATED ON THE PLANS ARE MEASURED FORM CENTER OF STRUCTURE TO CENTER
nl 5. SUBJECT REFERENCES: OB 1789. PG 176; DB 2353. PG 889 (EASE}, PC H, SL 190. UTILITIES ON THIS S17E ARE NOT DEPICTED ON THIS PLAN. THE LOCATION, DIMENSIONS, AND OF STRUCTURE. ACTUAL. LENGTH OF PIPE INSTALLED MAY VARY SLIGHTLY FROM LENGTHS
i 2 I ELEVATION OF ALL EXISTING STRUCTURES, PIPING, AND UTILITIES, IF DEPICTED ON THIS PLAN, ARE SPECIFIED ON THE CONSTRUCTION DRAWING. ;
6. FIELD SURVEY DAIS 09/27/19 BASED ON THE BEST AVAILABLE DATA AND ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY
.. ................. - I ALL DOSMNG UTILITIES AND DATA TO 45,4r,04 7. HORIZONTAL DATUM IS NAD83(2011), DERIVED FROM NCGS MON T 168 CONSTRUCTION. THE CONTRACTOR SHALL PPEERRFORM ANY TEST POWN IT WORK VIDEIN THE FIELD PRIOR
LOCATION TO 3 STANDARDS IN ADDITION TO OTHER APPLICGROUND UTILITY LINES SHALL BE ABLE CRITERITALLED IN A DANCE WITH THE Fd10NANG
1 1
` ! fl5'A61 SERVICES AS REQUIRED TO AVOID CONFLICTS WITH EXISTING UTILITIES CONTACT NORTH CAROLINA m NO MORE THAN 500 LINEAL FEET OF TRENCH MAN BE OPENED AT ANY TIME. '
& ALL DISTANCES ARE US SURVEY FEET AND HORIZONTAL GROUND. ONE -CALL AT TELEPHONE NO. 1-800-632-4949, 48 HOURS PRIOR TO PERFORMING ANY b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES ! -!
EXCAVATION TO HAVE UTILITIES MARKED. a EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN
9. THIS MAP HAS NOT BEEN REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR COMPLIANCE APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT : I
WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS AND HAS NOT BEEN REVIEWED FOR 6. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES, USE FILL AND BACKFILL MATERIAL DOES NOT ADVERSELY AFFECT WATERWAYS OR OFF -SIZE PROPERTIES
-j -1 COMPLIANCE WITH RECORDING REQUIREMENTS FOR PLATS UNDER PARKING AREAS. ROADS, SIDEWALKS AND OTHER CONCRETE AND PAVED SURFACES USE Q MATERIAL USED FOR O TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER
COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN MAXIMUM 6' LIFTS. TO MAXIMIZE COMPACTION AND
m MINIMIZE EROSION.
a RE -STABILIZATION SHALL BE ACCOMPLISHED WITH THE EROSION AND SEDIMENT CONTROL .
10. THIS PLAN IS INTENDED FOR PURPOSES OF THE PROPOSED 5' CONCRETE SIDEWALK ONLY. REGULATIONS
AND IS NOT INTENDED TO BE A BOUNDARY SURVEY OF THE LANDS SHOWN HEREON. 7. AREAS OF FILL SHALL BE EXCAVATED TO COMPACTED SUBGRADE AND BACKFILLED IN 6" LIFTS
i I I 11. TINS PLAN IS SUBJECT TO ANY FACTS, INCLUDING BUILDING SETBACK RESTRICTIONS. & PROOF ROLL ALL NEW PAVED AREAS NOTIFY OWNER AND ENGINEER OF ANY UNACCEPTABLE 4. CATCH. BASINS, MANHOLES. FRAMES, GRATES, ETC. SHALL MEET THE REQUIREMENTS OF THE
EASEMENTS, COVENANTS, ETC., THAT MAY BE REVEALED BY A FULL AND ACCURATE TITLE AREAS. LATEST EDITION OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS.
1 -.1
9. CONTRACTOR SHALL MAINTAIN ALL ELECTRICAL, TELEPHONE. AND GAS SERVICES AND ALL OTHER 5. ALL PIPES SHALL BE ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR I
! - 12 AN NCDOT ENCROACHMENT AGREEMENT MUST BE OBTAINED PRIOR TO DISTURBANCE WITHIN UTILITIES DURING ENTIRE CONSTRUCTION PERIOD. OUTAGES WILL NOT BE ALLOWED. OTHER ACCURATE METHOD.
THE RIGHT-OF-WAY. 6. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED. i a I
10. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SIZE
13. THE COSTING STATE STORMWAIER PERMIT (SW7080904) ACCOUNTS FOR IMPERVIOUS DURING AND AT THE END OF CONSTRUCTION. a CIRCULAR
O-RINGS PIPE : REINFORCED CONCRETE PIPE, RCP. CLASS IV, WITH BUM OR RUBBER
is �i I COVERAGE THROUGHOUT THE ENTIRETY OF LOT A AND LOT B. THIS PLAN REVISION ONLY
REFLECTS CHANGES TO A PORTION OF THE SITE ALL IMPROVEMENTS AND LOT COVERAGE 11. THE CONTRACTOR SHALL SEAL THE EDGE OF COSTING ASPHALT PAVEMENT WITH TACK COAT IN [ -P
OUTSIDE OF THE REVISED PROJECT AREA SHALL MEET THOSE SHOWN ON THE PERMITTED ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD. 7. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT
PLAN SET AND PERMIT DATED 9/18/2008, AND SUBSEQUENT LETTER OF REVISION DATED SPECIFICATIONS WHEN PAVEMENT
NEW PAVENT JOINS EXISTING PAVEMENT. STRUCTURE IS WATERTIGHT. f t
1 _ ! 11/18/2009. 1 .t
- 12 ALL COSTING AND PROPOSED ELEVATIONS SHOWN ON THIS PLAN REFERENCE NAVE 19B& & ALL PRECAST STRUCTURES AND INLET GRAZES SMALL BE TRAFFIC BEARING H-ZO RATED. I -
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j 13. SPOT ELEVATIONS SHOWN ON THESE PLANS ALONG THE CURB ARE REFERENCED TO THE BACK OF '
1 - - CURB UNLESS OTHERWISE NOTED.
. 14. STORM STRUCTURE RIM ELEVATIONS ARE REFERENCED TO THE FLOW LINE.
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1 CONTRACTOR SHALL OUTLET PROTECTION
i CONSTRUCT NEW 61 X 4'W X 0.5 TICK
IMPROVEMENTS TO TIE At66' 52' 46' E EX5045 AGGE55 EASEMW (� r
I
. - INTO EXISTING GRADE I IX l.AVTQ'MZs SHOW1096iCY
PROVIDE SMOOTH I iH2 CE51FM D1PAlIRG6 '. i.•', r 7 IX C01MraRa
R TRANSITION & Nor FEW SLRVEYE P 10.5 LF OF.\ m
i MAINTAIN POSITIVE I I 12' RCP O I � -.` FW DES06Y CR 4W
DRAINAGE (TYP). 0.9% SLOPE I - - / ° I PROVIDE EXCELSIOR Nor Flap SIRVEYEO
I MATTING ON SLOPES PROPOSED RIP -RAP I
R ; I IX I `: ; f. IX I STE.EF" THAN 3:1 (TYP) OUTLET PROTECTION ., •, - Z 1- : 1
i IPd'-RAP - 6'L X 4'W X ON THICK
EDP.) I LAAV5n4PM I ACTOR SHALL I t
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---- - -'p'- --- -xio CAUTIONS TO-----'!O'-- ----- - - - - - - - - - -
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_ !- - - -a> TEGT COSTING { _ _ _ _ _ _ _ _ _ ____ Q-.___ ____ ___ -_ ___�i______
1. \ Ex Sri+' / ,E�c s1s�N = BOTTOM of - - p'u TIES /
-- Ia56' 8. _ - BASIN O&0' __ _ke_ 11.48'// /- 8__ ___ _____ _____ __
---- - - - - - - --(EX DI Si♦�9
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'. 15.5 LF OF
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IX "6 - PROPOSED 'CONCRETE WALK .*:v ,. ° BASIN O 8.0' 0.9x SLOPE
q.. _..-_-:1 BOTTOM OF IXB45/N I I 1 I
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j" NAPE DOWN CURBS-
iPROPOSED RETAINING WALL ^ - _ _ I NB2'25'43'E WIPE DOWN CURBS I
(DESIGNED BY OTHERS) - HANDICAP RAMP kg: _ 2IB.76' f I
P _ , TOP TO MATCH PROPOSED EX ASRWLr - \ \ 5. rY ,'< _ - - - _ HANDICAP AAP(TYTYP) ! i WIPE DOWN CURB (WDC)
ADAM5 LA 1 - �' EXPOSED GRADE IN BAD SHOWN0' 5 66' 52' 46' M 11.5 - -t,IB�k� -� ' - _9' - " •9 > ' I I kTO PROPOSED HANDICAP
i PROPOSED G2 - ` ` `'. - - '-'�- I ° LAN95C.1PAN5..
IBBT CROSSWAIUC
(TIP.) ; 1
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Exc4w -��� - INSTALL PROPOSED ♦ .- au6\kio ` +�1a88.9.94'
T
(TRADE PROPOSED INFILTRATION BASIN TO _ DR IN 8• \ �. .''/ �' - _ - 49 < ' \_q,.. - - ` �� - I
tic�-�r
/ RETAINING WAIL ELEVATION AS SHOWN. -E •// �7-/S. `.. > / ; 1 �'•
A 1 / CONTRACTOR SHALL TRICE ALL INV. 8.1' / ``-`_ '�� -. �9 4 _..•. �h s, ` - \ I""�- •'.
U - ! NECESSARY PRECAUTIONS TO PROTECT FIELD VERIFY COSTING ItA98' - . �� p / ✓ - '-.
%- i / - ALL EXISTING UTILITIES (ABOVE AND CURB AND GUTTER I ! / INSTALL PROPOSED . - 2S•y3, . - Flo :C3 10.73'
R i ELEVATION TO MAINTAIN - _ AY a - -
1 BELOW GROUND) AND PROTECT EXISTING POSITIVE FLOW -. DROP INLET: ♦" ` '/ 1 _ - / PAVEMENT AND CURB & GUTTER. RIM - 10.28' L '� - - . f
1 - INV. _ &1' EY W PROPOSED - •. PROP. 5' fQNC• WALK / >o195110
FIELD VERIFY DaSTING ,c 6 CROSSWALK - - - _ _ - RMI -
.t ELLYACI1tD AND GUTEx TER
-`- - - (TYP.)5T
/ POSITIVE Flow. nypi-. $ N s l 2yia5_E Q E ADMIRTION TO MAINTAIN
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PROPOSED STORM PPE
SDTL EROSION & SEDIMENTATION CONTROL NOTES: 4.
IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION
.,.. EX U71M POLE
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1. AREA TO BE DISTURBED: t4,700 sq.ft. (t0.11 m-)
DEVELOPS DURING TIME OF CONSTRUCTION ANY LOCATION ON THE
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PROJECT SITE, ADDITIONAL EROSION AND SEDIMENTATION CONTROL
EX. DRAINAGE PPE
PROPOSED RP -RAP
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2 PROVIDE A GROUNDCOVER STABILIZATION (TEMPORARY OR PERMANENT)
MEASURES SHALL BE INSTALLED IMMEDIATELY AS DIRECTED BY THE
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ON ALL DENUDED DOWNSTREAM SURFACES FOLLOWING THE COMPLETION
ENGINEER TO ADDRESS THE PROBLEM AREA AND PREVENT DAMAGE TO:P
OF LAND DISTURBING ACTIVITIES PER THE CRITERIA LISTED SLOW:
ADJACENT PROPERTIES
EX UG GAS LINE
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PROPOSED CONTOUR
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5.
SOIL EROSION AND SEDIMENTATION CONTROLS 71 BE INSPECTED.
__ ,. - IX WATER LIE
9.0
(TOP OFF CONSED CR &TIE & BOC)
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a PERIMETER DICES, BERMS, SWALES, DITCHES AND SLOPES
MAINTAINED AND REPAIRED AS NECESSARY UNTIL PERMANENT
PARED NE
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OTHERWISE NOTED)
SHALL BE STABILIZED(UNLESS
IN 7 DAYS.
CONTROLS ARE ESTABLISHED.
DL SANITARY SEWER LIE
b. HIGH QUALITY WATER (NOW) ZONES SHALL BE STABILIZED IN 7
a A RAIN GAUGE MUST MUST BE KEPT ONSITE
DAYS
b. DEDICATED DEMOLITION AND OTHER WASTE AREAS AND
_ EX DROP INLET
DOWNSTREAM SLOPES STEEPER THAN 3.1 SHALL BE STABILIZED
EARTHEN MATERIAL STOCKPILES MUST BE LOCATED AT LEAST
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IN 7 DAYS. IF SLOPES ARE 10' OR LESS AND ARE NOT
50 FEET FROM DRAINS OR STREAMS UNLESS NO ALTERNATIVE
_ DL SANITARY MANHOLE
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STEEPER THAN 2-1. 14 DAYS ARE ALLOWED.
IS FEASIBLE.
d. DOWNSTREAM SLOPES 3.1 OR FLATTER AND LESS THAN 50' IN
m ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE
INSPECTED
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LENGTH SHALL BE STABILIZED IN 14 DAYS SLOPES 3.1 OR
AT LEAST ONCE A WEEK AND WITHIN 24 HOURS
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FLATTER EXCEEDING 50' IN LENGTH SHALL BE STABILIZED IN 7
AFTER ANY STORM EVENT GREATER THAN A HALF INCH
a
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DAYS.
(DURING A 24 HOUR PERIOD) IMMEDIATE CORRECTIVE ACTION
z I MUST BE TAKEN FOR ANY DEVICE FAILURE.
e. ALL OTHER DOWNSTREAM AREAS WITH SLOPES 4:1 OR FLATTER
FfN \Iv rn mI SHALL BE STABILIZED WITHIN 14 DAYS d. INSPECT ALL OUTLETS WHERE RUNOFF LEAVES SITE AND
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EVALUATE EFFECT ON NEARBY STREAMS TAKE CORRECTIVE
DRANVINGS I 3. IF LAND DISTURBING ACTIVITIES OCCUR OUTSIDE THE PERMANENT ACTION IF NECESSARY. K,
f VEGETATION SEEDING DATES (APR. 1- SEP.30) THEN TEMPORARY a MAINTAIN RECORDS OF INSPECTIONS AND CORRECTIVE ACTIONS.
AM fr.
I (3IZ i i VEGETATION SEEDING SPECIFICATIONS SHALL BE FOLLOWED FOR
N 1 I PLANTING UNTIL THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD. f. EARTHWORK NOTE: OFFSITE BORROW MATERIAL SHALL COME
PERM I I.TING ! t Ez4�ia4W vFT AT WHICH TIME PERMANENT VEGETATION SHALL BE ESTABLISHED FROM AN NCDEQ LAND DUALITY SECTION APPROVED SITE. KNOW WI121CtS below.
KIN
ACCORDING TO PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE OFFSITE DISPOSAL OF EXCESS MATERIAL SHALL BE TO AN
ONLY ""�"°� I PERM. & TEMP. SEEDING SPECLFICATS). NCDEQ LAND QUALITY SECTION APPROVED SITE. Call before you dig.
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'PROJECT NO.
P04167
DESIGNED BY
MWS
DRAWN BY
JUH
CHECKED BY
MWS
ISSUE DATE
11 17 20
SHEET NO.
OF i SHEETS

p A 1 MOTH VARIES (SEE SITE PLAN)
( N: iL I I 4' CONCRETE BROOM FISH
DRAWINGS W.W.F. trn.) SLOPE
FOR y/\ _�
P11 LIFTING ���A� 02
ONLY
INS/► z_ _, 01v41 �
NOTE: CROSS RAMP SHALL HAVE A
TRUNCATED DOME PATTERN MEETING THE
CURRENT AMERICAN WITH DISABILITIES ACT
ACCESSIBILITY GUIDELINES (ADAAG). THE
TRUNCATED DOME PATTERN SHALL EXTEND
4' TACK 3.000 PSI THE FULL WIDTH OF THE CROSS RAMP BY 2
FlBERt FEET IN LENGTH IN THE DIRECTION OF
PEDESTRIAN TRAVEL. THE TRUNCATED DOME
SURFACE SHALL BE BRICK PAVERS OR
MATTING AND RED IN COLOR TO PRODUCE A
' 70X CONTRAST WITH SURROUNDING
ANSION JOINTS (TYP) CONCRETE SURFACES.
TRANSITION
Ae
A '„_SIDEWALK FLUSH WITH
ASPHALT ASPHALT. (DROP CURB)
PLAN VIEW
WHEELCHAIR RAMP
WALKWAY
N.T.S.
TO 6' REVEAL SIDEWALK
RA&SLQ E
TOP OF WALKWAY I.R AW TOP OF ASPHALT
AW
12.1
CURB TRANSITION
q ' GUTTER
SECTION A —A
18'-0' MAX.
EQUAL SPACES
18'-0" MAX.
EQUAL SPACES
18'-0" MAX.
EQUAL SPACES
3
E D D
I I I
E D D
I I I
E D D
I 1 1
FOR "W"
= 6'-0' OR LESS
18'-0' MAX.
18'-0' MAX.
18'-0" MAX.
EQUAL SPACES
EQUAL SPACES
EQUAL SPACES
3�
E D D
E D D
E D D
D D I I I E
3� E D D E D D E D D t
1 I I I I 1 I 1 1 I
FOR "W" = MORE THAN 6'-0"
E = EXPANSION JOINT
D = DUMMY JOINT
NOTES:
-EXCEPT WHERE SHOWN IN THE PLAN, ALL NEW CONC. WALKS SHALL HAVE
JOINTS SPACED AS SHOWN IN THESE DETAILS.
-AN EXPANSION JOINT SHALL BE USED TO SEPARATE THE NEW CONC. WALK
FROM OTHER NEW OR EXISTING CONCRETE CONSTRUCTION.
-SEE ALSO ARCHITECTURAL PLANS SHEET A1.4
JOINT PATTERN
N TRAFFIC
4" t S
\ $' RATED
EALANT
l� 1
/8•t i6't 1/a't 1/6'f
ADIOS RADIUS/RADIUS RADIU
SAWCUT
61PREFORMED EXPANSION
JOINT MATERIAL
DUAaff JOINT EXPANSION JOINT
JOINT DETAIL
SIDEWALK JOINTS
x.rs
OF ASPHALT
PLAN
SECTION Y-Y
HALL BE INSTALLED N
THESE SPECIFICATIONS OR AS
2.
3.
4.
5.
INSTALLED AS REQUIRED N ASTM 02M.
LATEST EDITION.
B. FINAL BACIo-ILL:
FINAL BApffl1 MATERIALS SHALL BE THE
SAME AS THE INITIAL BACKFILL UNLESS
OTHERWISE /DILATED ON THE DRAWINGS OR
DIEGIED BY THE OIMER.
& MINIMUM COVER
7GOt65 - MWNlA1 COVER SHALL
BE 24'. MEASURED FROM THE TOP OF 1TE PPE TO
THE BOTTOM OF FLEXIBLE PAVEMENT OR TO THE
TOP OF RIGID PAVE]pNL
NON-TRAFFIr MMICA c - MINIMUM COVER N
GRASS OR LANDSCAPE AREA IS 12-NI0E3 FROM
THE TOP OF THE PPE TO GROUND SURFACE.
FRAME, GRATE AND wnnn
SEE DETAIL THIS SH
0
z
o �
NOTES: TRENCH SH
t. SUM MATERIAL PPE COVER SHALL BE 12' (MEONUII) DEEP BACKFILLED WIAL7FHBECLEAN
OVER TOP OF PPE SAND AND TOPPED WITH
z SELECT MATERIAL BACKFLL SHALL BE CBR 20 COMPACTED TO TOP SOIL IF LOCATED IN
95% DENSITY. BACIOiL COMPACTED W tY LIFTS. PAVEMENT, PAVE PER
PAVEMENT SPECIFICATIONS.
TRENCH WIDTH MUST BE WIDE
_-
-
ENOUGH TO ACCOMMODATE
_
COMPACTION EQUIPMENT
_
-
DMAVATED TRENCH WIDTH
-
_
N
8 =Z
-
--
--
COMPACTED SELECT
_-. - MATERIAL PIPE COVER
_-
_
x
x
_ -
-
-
RCP or
x_
HOPE
FOR RCP, BEDDING AND HAUNCH
o
MATERIAL TO BE CATEGORY
I,Il,dill SOIL TYPES
z�
_
COMPACTED GRANULATED MATERIAL
z
-
-
- - — --,
/57 STONE CHOCKED WITH 21A
M1ME
IIIM
ME
M
■■
�■
ME
on
T ;
1 '
I
NOTE: TO BE USED ON ALL PLAN
BASINS WITHIN CURB AND GUTTER
CURB INLET BRICK CATCH BASIN
REF. NCDOT SO. BWDI
N.T.S.
q
- FOR MULTIPLE PIPE INSTALLATION
c
_
=
IN A SINGLE TRENCH, MAINTAIN
o
_-
'_= MINIMUM 6' CLEARANCE BETWEEN
PIPES. = _-
STORM
PIPE TRENCH SECTION
N.T.S.
EXPANSIONJONIT I � DEPRESSED GUTTER LINE
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
IWIDTH
WIDTH
ISPAN
HEIGHT
D
A
B
C
G
MIN H4
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"
S-2"
HEIGHT OF BOXES VARY
SEE DRAWING SHEET 3
( I' MN. WIDTH 1 OF THE CROSSWALK.
T 4_ PLACE STOP BARS A MINIMUM OF 4 FEET FROM
NEAREST CROSSWALK LINE. STOP BARS AT
SIGNALIZED INTERSECTIONS SHOULD BE
COORDINATED WITH THE SIGNAL DESIGNED SECTION
CURB AS DIRECTED SHALL
ENGINEER.
STANDARD CROSSWALK
5. CURB RAMPS SHAH BE CONSTRUCTED IN
ACCORDANCE TO THE LATEST NCOOT ROADWAY
N.T.S STANDARD DRAWINGS
PERMANENT VEGETATION TEMPORARY VEGETATION
SEEDING DATES: APRIL 1 - AUGUST 31: SEEDING DATES AUG. 16 - APRIL 15:
S® MIXTURE APPLICATION RATES/ACRE S APPLICATIONATES/ACR
REBEL II FESCUE 130 LBS. RYE GRAIN 120 LEIS
COMMON BERMUDA 'SAHARA" 215 LBS.
(HULLED) SEEDING DATES: APRIL 16 - AUG 15:
SEED MIXTURE APPLICATION RATES/ACRE
SEEDING DATES: SEPT. 1 - MARCH 31: (ERMAN MILLET 40 LEIS
SEED MIXTURE APPLICATION RATES/ACRE
REBEL R FESCUE 250 LIM
COMMON BERMUDA 'SAMARA' 215 LBS.
(UNHULLED)
SEEDBED PREPARATION:
LOOSEN SOILS TO A DEPTH OF 6-8 INCHES USING A RIPPER, HARROW, CC CHISEL PLOW, BREAK UP CLODS, REMOVE UNACCEPTABLE GROWTH (STICKS, ROOTS), STONES
(>3'). AND OTHER MATERIALS. AND WORK THE TOP 3-4 INCHES OF THE SOIL INTO A SEEDBED. THE AREA TO BE SEEDED SHALL BE RE -COMPACTED UTILIZING A
CULTIPACKER ROLLER AND A SMOOTH EVEN SOIL SURFACE NTH A LOOSE, UNIFORMLY FINE TEXTURE SHALL BE THE FINISIED GRADE.
SOIL AMENDMENTS
OBTAIN A SOIL TEST TO DETERMINE APPLICATION RATES AND FOLLOW RECOMMENDATIONS OF SOIL TESTS. WHEN A SOIL TEST IS NOT POSSIBLE, APPLY 3,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 STARTER FERTILIZER.
MULCHING:
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, ROVING OR BY
CRIMIPING WITH A MULCH ANCHORING TOOL
MAINTENANCE*
SATISFACTORY STABILIZATION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND RAPIDLY
AND, IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE A SINGE HEAVY RAN IS OFTEN SUFFICIENT TO GREATLY ENLARGE
BARE SPOTS, AND THE LONGER REPAIRS ARE DELAYED. THE MORE COSTLY THEY BECOME. PROMPT AC71ON WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW
SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AMID GULLIES DEVELOP, THEY MUST BE FILLED N, RE -SEEDED. AND
MULCHED AS SOON AS POSSIBLE DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. (COMPLETE VEGETATIVE COWER Is REQUIRED REGARDLESS of COUNTY
ISSUANCE OF A CERTIFICATE OF OCCUPANCY AND FINAL PAYMENT WILL NOT BE AWARDED UNTIL COMPLETE ESTABLISHMENT OF VEGETATIVE COVER.)
WEAK OR DAMAGED SPOTS MUST BE RELINED, FERTILIZED, MULCHED. AND RESEEDED AS PR(MAPTLY AS POSSIBLE REFERTgJZATION MAY BE NEEDED TO MAINTAIN
PRODUCTIVE STANDS
SEEDING SPECIFICATIONS
3 1/Y
B —J
PLAN
FRAME, GRATE, AND HOOD ASSEMBLY
SECTION A -A
Tn 6•3/�3 4'o
SECTION K-K
4" CONCRETE (3,000 psi, BROOM FINISHED)
F_6x6 10/10 WIRE MESH SLOPE TO DRAIN
3 1/r
J
1
1
�rl�I10"01
'ar r r r �. r �■
SECTION B-B
SECTION P-P
To
n
FRAME PLAN
I3-0
7/e
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6'
. --rr
[--2'-Cr
fr
1 1/7- 1
—
O/4•
3/4' :-
R
r-111/2' 11—w
r
HOOD ELEVATION
3• RAD. fl/V.
SECTION R-R
CURB & GUTTER FRAME, GRATE & HOOD
REMIRED MEPEIER MW FEET IS PLACED N CEO ! Cif$R
REF NOWT STD. MOOD
KTA
CLASS A NCDOT
EROSION CONTROL STONE
W
SEE GRADING PUNS FOR DIMENSIONS
- A filter blanket or fifer fabric should be
Installed between the rip rap and sail foundation.
RIP -RAP OUTLET DETAIL
xz8.
--}�-- i 3/8'
n
SECTION N-N
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PROJECT NO.
P04167
DESIGNED BY
MWS
DRAWN 13Y
JMH
CHECKED BY
MWS
ISSUE DATE
11 17 20
SHEET NO.
3
OF 3 SHEETS

NOTES: NOTES: NOTES,
��� y /-, •�r� J --' ' . 1. APPLICANT: NAGS
64 F NORTH MARKET DRIVE 11 PARKING
FOODREQUIREMENTS: 21 REGULATIONSTHE ENTIRE SITE
ERT NING TOFULL
FIRE PROTECTION N UDING BPUTINOBTLLEGEND
LIMITED TO
RALEIGH, NC 27609 REQUIRED: 1 s ace 200 sq.ft. x 35,502 sq.ft. = 178 aces NFPA 30 AS WELL AS VOLUME V OF THE NC STATE BUILDING CODE.
P / 9• 9• spaces � EXISTING ASPHALT PAVEMENT � ASPHALT 158 SEE DETAIL SHEET 6
TEL.:[phone] space/employee x 25 employees = 25 spaces I
RETAIL SHOPS 22. ALL BUILDING SIGNAGE SHALL BE IN ACCORDANCE WITH ARTICLE VIII
PROPOSED CURB AND GUTTER
2. PROPERTY OWNER: PASQUOTANK COUNTY REQUIRED: 1 space/200 sq.ft. x 9,394 sq.ft. = 47 spaces C24
SECTION 48-56 OF THE TOWN OF NAGS HEAD CODE OF ORDINANCES. PROPOSED ASPHALT PAVEMENT
s r ,' P.O. BOX 39 1 s ace em to e x 16 employees to es = 16 s aces
80, 158 r 'l ELIZABETH CITY, NC 27909 P / P Ye P Ye P N U.S.A.C.O.E. SECTION 404 JURISDICTIONAL WETLANDS EXIST ON SITE. PROPOSED 6' CURB (NO GUTTER)
/ RESTAURANT
a, a"/ ` ,,F REQUIRED: 1 space/55 sq.ft. x 1,400 sq.ft. = 25 spaces PROPOSED CONCRETE PAVEMENT
4 O % 3. PROPERTY IDENTIFICATION: PIN/j 989206298888 BANKS THIS PLAN SHALL COMPLY WITH VOLUME 1C OF THE NC BUILDING CODE. Q PROPOSED D.I.
REQUIRED: 1 space/200 sq.ft. x 10,760 sq.ft. = 54 spaces �:` PROPOSED TURFSTONE - �I 4. PARCEL NUMBER: 005622000 25. THE PROPOSED BUILDING SHALL COMPLY WITH CHAPTER 10 OF THE TOWN OF zz - PROPOSED STORM PIPE -
1 space/empLQVee x 22 employees = 22 spaces NAGS HEAD CODE OF ORDINANCES.
5. RECORDED REFERENCE: DB 1353, PG 239 TOTAL = 367 spaces 26. BUILDING CONSTRUCTION TO CONFORM TO 2002 FIRE PREVENTION CODE.
r � O IX. IRON PIPE � PROPOSED RIP -RAP
r PROVIDED: 370 spaces OR LATEST EDITION.
6. ZONE: COMMERCIAL (C2) ADA SPACES REQUIRED: 8 spaces OO EX. IRON ROD — — PROPOSED SWALE
Kea % I 7. PROPOSED USE: FOOD STORE, RETAIL SHOPS & BANKS ADA SPACES PROVIDED: 14 spaces 27. EXISTING VEGETATION TO BE PRESERVED WHERE POSSIBLE. 5/R
w °d a SETIRON ROD ® PROPOSED STORM MANHOLE
8. PARCEL AREA: 455,939 sq.ft. - 10.47 acres
12. BOUNDARY DATA SHOWN ON THIS PLAN IS BASED ON AN ALTA/ACSM LAND 28. PRIOR TO ANY LAND DISTURBANCE THE EXISTING VEGETATION TO BE PRESERVED
TITLE SURVEY BY BISSELL PROFESSIONAL GROUP, ENTITLED "PASQUOTANK SHALL BE MARKED AND THE ZONING ADMINISTRATOR SHALL BE CONTACTED TO 0 CALCULATED POINT PROPOSED FIRE HYDRANT
v` s� ! ; � 9. LOT COVERAGE: COUNTY", PREPARED BY JAMES W. HUGGINS, PLS., DATED 05/11/06. FIELD VERIFY IT IS CORRECT.
w BUILDING = 65,505 sq.ft. IX. PK NAIL © ®� PROPOSED SANITARY SEWER MANHOLE I
SITE ASPHALT & CONCRETE = 134,653 sq.ft. 13. TOPOGRAPHIC DATA SHOWN ON THIS PLAN IS BASED ON A SURVEY BY QUIBLE & 29. IF THE DEVELOPER/OWNER DESIRES TO MAKE A CHANGE IN THE PERCENTAGE OF ��
TURFSTONE PAVERS = 60,125 sa,ft. ASSOCIATES, P.C., DATED 05/20/08 - 06/03/08. VERTICAL DATUM NAVD '88. SITE AREA DESIGNATED FOR THE PRESERVATION OF EXISTING VEGETATION, THE
u 5 '4a TOTAL DESIRED COVERAGE = 260,283 sq.ft. (57.1%) DEVELOPER/OWNER SHALL FIRST RECEIVE WRITTEN APPROVAL FROM THE ZONING EX. LIGHT POLE Ell4 PROPOSED SITE LIGHTING
g, 5 6 s ms` I I TOTAL COVERAGE ALLOWED = 250,766 sq.ft. (55.0%) 14. PROPERTY IS LOCATED IN F.I.R.M. ZONES SHADED "X", "AE9"(F.I.S. 1% 9.2') AND ADMINISTRATOR, AND THE SITE PLAN FOR THE DEVELOPMENT SHALL BE AMENDED �®
"AE'(EL.10') NAVD '88. F.I.R.M. ZONES SUBJECT TO CHANGE BY F.E.M.A. AND APPROVED BY THE PLANNING DEVELOPMENT DIRECTOR. `-O� IX. UTILITY POLE > WAX MYRTLE
TOTAL REQUIRED TURFSTONE:
260,2113 s ft. - 250,766 s ft. = 9,517 s ft. x 3 = 28,551 s ft. 15, SETBACKS SHOWN ARE AS PER TOWN OF NAGS HEAD. THEY DO NOT REFLECT ' ' IX. TEL PEDESTAL LIVE OAK
q• q• q• q• I. I
IXr ANY RESTRICTIVE COVENANTS THAT MAY EXISTS. ..I
w TOTAL PROVIDED: 60,125 sq.ft. IX. CABLE PEDESTAL SHORE JUNIPER I
`� ��p '`wD Head)
PROJECT SCOPE:THIS PLAN PROPOSES THE CONSTRUCTION OF A 35,502 sq.ft.
♦ ICW j 1 lYl.l].0 (Nags Head) 10. SITE PRESERVED VEGETATION REQUIRED: 455,939 sq.ft. x 10% = 45,594 sq.ft. FOOD STORE, 9.394 sq.ft. RETAIL SHOPS, 1,400 sq.ft. RESTAURANT, 7,760 sq.ft. 'M IX. FIBER OPTIC MARKER
SITE PRESERVED VEGETATION PROVIDED: 60,925 sq.ft BANK & 3,000 sq.ft. BANK WITH ASSOCIATED PARKING, DRAINAGE, WATER AND 1'
N.T.S. PARCEL A• 14 912 s ft SEPTIC IMPROVEMENTS
I I ' ... ' 1 1 I IX. FIRE HYDRANT
�-1 PARCEL B1: 20,631 sq.ft. I E
PARCEL B2: 25,382 sq.ft. 17. ALL DIMENSIONS ARE TO FACE CURB UNLESS OTHERWISE NOTED.
FK
�YAWi'6e
BAW
760
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.. __.......... _
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_ __.._.._.._.._.._ ._.._.._.._ ._.._.. .._.._.._.._.._..-_.._.._.._ ----------------- ._. _.._.._.._.._..__.-._. ..-_
_.u... .....
- T...
- - - - - - - - - - - - -
(3) NO. 12 GAUGE GALVANIZED �. I
WIRE POSITIONED AT 120' 1
I 3 PIECES REINFORCED RUBBER HOS� AROUND THE TREE
4" MULCH. DO NOT LEAVE SOIL / 1
ON BURLAP. AFTER ROOT BALL
HAS BEEN SET, REMOVE TWINE
OR WIRE FROM ROOT BALL.
PLANT LEGENDI
I
DESCRIPTION
COMMON NAME
SCIEMDTC NAME
QUAIITTIY
HIEW
SPREAD
SOUTHERN WAX
Myri cortfem
145 (A:162, B1:70, 111219)
42' MIN.
-
UK OAT(
Quemw vfrglnkno
36 (A= 91:11, BTJ
60' MIN.
-
SHORE JUNIPER
JMnIpINu I conferfa
251 (A:f I2, B1:33, 1120)
12' MIN.
-
- YAUPON HOLLY, PITTOSPORUM, OLEANDER, RUSSIAN OUVE, BLACK YINt MAT ut buvbmviw ri r n m,ni� ,n vnvry :v
INTO PLANTING REGIME.
- TREE COUNT SHOWN DOES NOT REFLECT THE POSSIBLE REDUCTION OF TREES THAT PRESERVED NATURAL VEGETATED AREAS MLL OFFSET. TOWN OF
DRAWING FILE: P04167-base NAGS HEAD SHALL DETERMINE HOW MANY SUPPLEMENTAL TREES AND OTHER PLANTINGS WILL BE NECESSARY TO SUPPLEMENT THE PRESERVED
PLAT SCALE: I'= 50, NATURAL VEGETATED ARES SO THEY OIIAUFY AS REWIRED BUFFERS.
SOIL BACKFILL
BALLS GREATER THAN 2' DIA.
SHALL SIT ON MOUND OF UN-
DISTURBED SOIL TO PREVENT
SETTLING
3-2x2x3' TREATED STAKE
HOLE DIAMETER FOR BALL SHALL
BE TWICE BALL DIAMETER
I
I
TREE PLANTING DETAIL
N.T.S.
COORDINATE THIS SHEET WITH
FOOD LION PLANS & SPECS.,
THE STRICTEST SHALL GOVERN
CONSTRUCTION.
BEFORE YOU DIG I
CALL TOLL FREE
1-800-632-4949
ORTH CAROUNA
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
APPROVED �
NOPTIi CAROLINA ENVIRONMENTAL
MANAGEMENT C6jj 1 ISSLON
U(VISION OF WATER QUALITY
Da;�S�"'�er 20O2)
Stormv":,6; Permit
P-1673
NAGS HEAD, NC
MID
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GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 60 ft
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COMMISSION NO.
P04167
DESKM BY
EJV
DRAWN BY
JMH
CHECKED BY
EJV
ISSUE DATE
07/24/08
SHEET NO.
OF
i

TES-
1. PROPERTY OWNER: NAGS HEAD PARTNERS, LLC 114.. DESIGN ENGINEER SHALL INSPECT INSTALLED STORMWATER MANAGEMENT LEGEND
g s sa f - / FACILITIES AND CERTIFY THEIR CONSTRUCTION TO THE TOWN.
15. THE DEVELOPER SHALL PROVIDE A SIGNED OPERATION AND MAINTENANCE EXISTING ASPHALT PAVEMENT PROPOSED CURB AND GUTTER I
2. PROPERTY IDENTIFICATION: PIN# 989206298888 AGREEMENT TO THE TOWN FOR THE OPERATION AND MAINTENANCE OF ON -SITE
b _ S. CROATAN HWY STORMWATER MANAGEMENT APPURTENANCES.
•ter � �`� ; �% , ,��� �! `�= � PROPOSED ASPHALT PAVEMENT PROPOSED 6" CURB (NO GUTTER)
�b 158 � / � r J
1/j I-S + 3. RECORDED REFERENCE: DB 1353, PG 239 16. RCP PIPES AT EACH ENTRANCE TO HAVE FLARED END SECTION AS END
l' ea ` l , f TREATMENT. 0 PROPOSED D.I.
4.
ZONE: COMMERCIAL (C2)
5.
PROPOSED USE: FOOD STORE, RETAIL SHOPS & BANKS
•A�
J`�,
6.
PARCEL AREA: 455,939 sq.ft. - 10.47 acres
_ r,
`
7.
LOT COVERAGE:
l
BUILDING = 65.505 sq.ft.
ASPHALT & CONCRETE = 134,653 sq.ft.
TURFSTONE PAVERS = 60,125
sq.ft.
'
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TOTAL DESIRED COVERAGE = 260,283 sq.ft. (57.1%)
TOTAL COVERAGE ALLOWED = 250,766 sq.ft. (55.0%)
•
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TOTAL REQUIRED TURFSTONE:
260,283 sq.ft. - 250,766 sq.ft. = 9,517 sq.ft. x 3 = 28,551 sq.ft
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y
TOTAL PROVIDED: 60,125 sq.ft.
y
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DATA SHOWN ON THIS PLAN IS
8.
BOUNDARY BASED ON AN ALTA/ACSM LAND
"PASQUOTANK
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TITLE SURVEY BY BISSELL PROFESSIONAL GROUP, ENTITLED
Spy
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COUNTY", PREPARED BY JAMES W. HUGGINS, PLS., DATED 05/11/06.
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9.
TOPOGRAPHIC DATA SHOWN ON THIS PLAN IS BASED ON A SURVEY BY QUIBLE &
♦ ICHU l Y lYJ" (►jJ (Nags H�\ ASSOCIATES, P.C., DATED 05/20/08 - 06/03/08. VERTICAL DATUM NAVD '88.
N.T.S. �j� 10. PROPERTY IS LOCATED IN F.I.R.M. ZONES SHADED "X", "AE9"(F.I.S. 1% 9.2') AND
-{ 645I "AE"(EL.10•) NAVD '88. F.I.R.M. ZONES SUBJECT TO CHANGE BY F.E.M.A.
11. ALL SPOT ELEVATIONS ALONG PAVEMENT INDICATE TOP EDGE OF PAVEMENT
ELEVATION (I.E., LIP OF GUTTER) UNLESS OTHERWISE NOTED. SPOT ELEVATIONS
li IDENTIFIED AS "TW" INDICATE TOP OF WALK ELEVATION. ALL ELEVATIONS BASED
-I' ON NGVD '88 VERTICAL DATUM.
• i 12. A NCDENR HIGH DENSITY STORMWATER PERMIT WILL BE REQUIRED FOR THIS SITE.
i'b� b:Bp6.5B
I. 1 113. A NCDOT ENCROACHMENT AGREEMENT IS REQUIRED PRIOR TO CONSTRUCTION
WITHIN US 158 RIGHT-OF-WAY.
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PROPOSED DEPTH
BENCHMARK (TYP.T­
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INV. 7.0'
■
DRAWING FILE: P04167-base
PLOT SCALE: 1•= 50'
�P
PROPOSED CONCRETE PAVEMENT
_
PROPOSED STORM PIPE
5' _� a.
PROPOSED TURFSTONE
PROPOSED RIP -RAP
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PROPOSED SWALE
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EX. FIRE HYDRANT
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ALL PIPES ON NRIGHTSVILLE AVE �' - - -�- - .. - . . . . . . . . . / IGL.ICi/ /CIY45/6P
CONTRACTOR TO PROVIDE SUMP ' ' .� -�� - .. , r. t' �B'."' - -" - . _
,AT PIPE ENDS. (3:1 MAX SIDE SLOPE, 6P_ ,. *Q� _.*ye._.. _.: r:^:'-: '. .. - ..q.1H
10:1 MAX LONGITUDINAL SLOPE _ _-_ _... 1y, 4A712 . _. • -• . - . x 9f� .. ® i a
... H.41. _-..-.: . . .. I.. . . . . . . . . . . . � q.Oq 1
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\ „- 10 CPP O O.OE REPAIR . TO AREA I AC '1PEA' i100
/ DI - - 7 92' ._NES o 5' O.C.
TOP-10.5' �7pp5 11 _,gqy,��!> q/42 (6) 107' u s O n' O.0 (VI:2fi 0 L.T.AR. -� '
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GRAVEL O 9.3' ='� 1 +.` -+ GRAVEL O 9.3' sr GRAVEL O 9 3 = _' 3 F x 1028 OF.610VAN5 AI7/Ef..g / a
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9 b �^ I 7,760 sq.ft.) 1 7 TOP=:0.5' I I
F.F.E-125' (NAND 88) INV-7.8'
STORN ATtat ✓ k � K t
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PROPOSED OEP11f 11.3 11' play ii,L1/ T1kT _ IMV3'(DE 2i) f' iD7 _ • 1244
ENCH (TYP. � �VP84 INV,OUT=S.S DI.2i )WC CBV7WA EAW
BOTTOM OF •1 r 4842 J�
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14 STORY' BOTTOM OF
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COORDINATE THIS SHEET WITH
FOOD LION PLANS & SPECS.,
THE STRICTEST SHALL GOVERN
CONSTRUCTION.
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mill
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1-800-632-4949
'ORTH CAROUNA
ONE CALL
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
* 10,0
P-1673
NAGS HEAD, NC
GRAPHIC SCALE
50 0 25 50 100
( IN FEEL' )
1 inch = 50 ft.
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COMIYSSION NO.
P04167
DESIGIED BY
EJV
DRAWN BY
JMH
CHEaaD BY
EJV
ISSUE DATE
07 24/08
SHEET NO,
vp

SOIL EROSION &SEDIMENTATION
LEGEND I I
CONTROL PLAN NOTES:
EXISTING ASPHALT PAVEMENT PROPOSED CURB AND GUTTER
1. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES; I
a.) AREA TO BE DISTURBED: ±474,577 sq.ft. - ±10.89 ac. PROPOSED 6' CURB (NO GUTTER)
5 ' i PROPOSED ASPHALT PAVEMENT
b.) PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 21
158 ea ` ! /� .f^ % CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND A PERMANENT Q PROPOSED D.I.
- l r GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR PROPOSED CONCRETE PAVEMENT —
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT — — == PROPOSED STORM PIPE
�- c.) IF LAND DISTURBING ACTIVITIES OCCUR OUTSIDE THE PERMANENT VEGETATION SEEDING DATES
�a`°wo / (APR. 1- SEP.30) THEN TEMPORARY VEGETATION SEEDING SPECIFICATIONS SHALL BE PROPOSED TURFSTONE PROPOSED RIP -RAP r- I
v FOLLOWED FOR PLANTING UNTIL THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD, AT I �{
f f✓�/ � WHICH TIME PERMANENT VEGETATION SHALL BE ESTABLISHED ACCORDING TO PERMANENT O EX. IRON PIPE — — PROPOSED SWALE
VEGETATION SEEDING SPECIFICATIONS (SEE PERM. & TEMP. SEEDING SPECIFICATIONS ON
K as 1-, SHEET 11 of 11). 0EX IRON ROD ® PROPOSED STORM MANHOLE
d.) IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF p�R SET IRON ROD PROPOSED FIRE HYDRANT
CONSTRUCTION ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SILT FENCING SHALL BE
INSTALLED AS DIRECTED BY ENGINEER SO AS TO PREVENT DAMAGE TO ADJACENT PROPERTY. • CALCULATED POINT PROPOSED SANITARY SEWER MANHOLE I ILt/-vr, I
r > , € .- SEE SILT FENCE DETAIL ON SHEET 11 of 11. I I I I
w r e.) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPAIRED I rn
ed`w E)L PK NAIL - -+- - EXISTING CONTOUR
c � � AS NECESSARY UNTIL PERMANENT CONTROLS ARE ESTABLISHED. �
y y 0% vo f.) CONSTRUCTION SCHEDULE: EX. LIGHT POLE —9.0— PROPOSED CONTOUR too
f °g! 6y y s5 ss� I 1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
7i y c I 2) FLAG AND/OR ROUGH STAKE WORK LIMITS. cO, EX. UTILITY POLE PROPOSED SILT FENCE
3) HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER,
y
g 5 I O AND APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO START OF 1...... IX. TEL PEDESTAL PROPOSED INLET PROTECTION I
CONSTRUCTION ACTIVITIES.'i
�r '`1Yl.wL"!P 4) INSTALL SILT FENCING ® LOCATIONS SHOWN ON PLAN 1s IX. CABLE PEDESTAL ­LD— PROPOSED LIMITS OF DISTURBANCE ® I
VIM Y (Nags Head) 5) COMPLETE CLEARING AND GRUBBING PROCEDURES.
N.T.S.
6) GRADE SITE ACCORDING TO PLAN
1 , ' ' . :C) EX FIBER OPTIC MARKER
~ I
7) INSTALL INFILTRATION BASINS AND CONTRIBUTING STORM SEWER.
I
8) ONCE TURFSTONE PAVEMENT OR GRAVEL BASE FOR TURFSTONE IS INSTALLED,
I r I EX FIRE HYDRANT
I'__T'I I
I i'N'!
:.'i
CONSTRUCTION TRAFFIC IS TO BE PROHIBITED FROM TURFSTONE AREAS.
9) ALL EROSION & SEDIMENTATION CONTROL PRACTICES WILL BE INSPECTED WEEKLY
AND AFTER HEAVY RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY.
k € EX WATER VALVE
IX. TREE LINE
.'
'
10) ONCE SITE IS FULLY STABILIZED; CLEAN STORM SEWER UPSTREAM OF INFILTRATION
BASIN, CLEAN BASINS TO ESTABLISH FINAL GRADES, STABILIZE BASINS.
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ie a / I" •.�'' CREDIT UNION
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COORDINATE THIS SHEET WITH
FOOD LION PLANS & SPECS.,
THE STRICTEST SHALL GOVERN
CONSTRUCTION.
BEFORE YOU DIG I
CALL TOLL FREE
1-800-632-4949
ORTH CAROUNA
ONE CALL
(DRAWING FILE: P04167-bass
PLOT SCALE: 1'= W.
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
NOflFlED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
P-1673
NAGS HEAD,
NC
GRAPHIC SCALE
50 0 25 50 100
m SENSE!
( IN FEET )
I inch = 50 ft.
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P04167
DESK*1I D BY
EJV
DRAMN BY
JMH
CHECKED BY
EJV
ISSUE DATE
07/24/08
SHEET N05
OF 21 SHEETS

COORDINATE THIS SHEET WITH
FOOD LION PLANS & SPECS.,
THE STRICTEST SHALL GOVERN
CONSTRUCTION.
FINISH
WITH "�
ENAMEL
LANDSCAPED ARE
NOTE: TYPICAL DETAIL FOR PROTECTION BOLLARDS
IN BOTH ASPHALT AND LANSCAPED AREAS
BOLLARD DETAIL
N.T.S.
6" CONCRETE (4,000 psi)
r 6x6 10/10 WIRE MESH
D. STL. (SCH 40)
TH CONCRETE
)NC. TOP
T PAVEMENT
CONCRETE
SLOPE TO DRAIN
d 4
Q X X : X =
d
Q. AV. d A G
C d d
7 c d
b
.'A A
NOTE:
- PROVIDE 6" THICK CONCRETE SLAB -ON -GRADE
REINFORCED WITH 6x6-WI.4xWI.4 W.W.F
- REINFORCING STEEL ASTM, A615, GRADE 60, WELDED
WIRE FABRIC ASTM, A185.
- 1-1/2- CLEAR CONCRETE COVER ON ALL
REINFORCING.
WIDTH VARIES (SEE SITE PLAN)
4" 3.000 PSI CONCRETE
W.W.F. (TYP.)
SLOPE
COMPACTED SUBGRADE
J
3
0
LL
0
U
a
DO
0
m
ASPHALT PAVEMENT
RESERVED
PARKING
PENALTY
S 250
VAN ACCESSIBLE" SIGN
SIGN: R7-8 OR R7-8A
GREEN - BORDER AND LEGEND
WHITE - BACKGROUND
BLUE - IN ACCORDANCE W/
ADA STANDARDS
SIGN: R7-81D
GREEN - BORDER AND LEGEND
WHITE - BACKGROUND
2"x2" STEEL TUBE
EXTEND ITNO CONCRETE
FILLED PIPE 2'-0"
6" DIAMTER STD. STL PIPE
FILLED WITH CONCRETE
FINISH EXPOSED PIPE AREA
WITH ENAMEL PAINT (COLOR
SELECTION BY OWNER)
RADIUS CONC. TOP
PSI CONCRETE
ADA RESERVED PARKING SIGN DETAIL
N.T.S.
4" CONCRETE (3,000 psi, BROOM FINISHED)
r - 6x6 10/10 WIRE MESH
d d
d'' .a d
x
O
4
d d
C
18'-0" MAX. 18'-0" MAX. 18'-0" MAX.
EQUAL SPACES EQUAL SPACES EQUAL SPACES
E D D E D D E D D E D
FOR "W" = 6'-0" OR LESS
18'-0" MAX. 18'-0" MAX. 18'-0" MAX.
EQUAL SPACES EQUAL SPACES EQUAL SPACES
3I c-I E D D E D D E D D E D
3Ic-4 E D D E D D E D D E D
FOR "W" = MORE THAN 6'-O"
E = EXPANSION JOINT
D = DUMMY JOINT
NOTES:
-EXCEPT WHERE SHOWN IN THE PLAN, ALL NEW CONC. WALKS SHALL HAVE
JOINTS SPACED AS SHOWN IN THESE DETAILS.
-AN EXPANSION JOINT SHALL BE USED TO SEPARATE THE NEW CONC. WALK
FROM OTHER NEW OR EXISTING CONCRETE CONSTRUCTION.
-SEE ALSO ARCHITECTURAL PLANS SHEET A1.4
JOINT PATTERN
SLOPE TO DRAIN
Qd
Q
X �d�X X—
d
Q . d . d
d
C
� G
THOROUGHLY COMPACTED SUBGRADE
CONCRETE SIDEWALK SECTION
N.T.S.
GENERAL CONTRACTOR MAY REPLACE FIBERMESH CONCRETE
WITH WIRE SCREEN OR WIRE SCREEN WITH FIBERMESH
CONCRETE AS APPROVED BY ENGINEER
#4 ATE-0" o/c
112 WIDTH VARIES - SEE PLAN
4 TYPICAL
2- SF9.5A ASPHALT
1-#4 CONT. 6- ABC STONE R.
O a"g>\ "
KIZ Z''co
1 6' I 8" I ¢� 2-//4 CONT.
�= BOTTOM
U �
CONCRETE SIDEWALK/CURB
COMBINATION SECTION
N.T.S
VARIES - SEE
NOTE: �CCpp0MMM`ppp\ g\ BASE
ALL CONCRETE IN WALKS, CURBS k DRIVES
SHALL BE 3.000 PSI FlBERMESH CONCRETE
RAISED CURB
SIDEWALK/ASPHALT SEI
N.T.S.
TRAFFIC
RATED
JOINT
SEALANT
1
RADIUS RADIU
Vv (PREFORMED EXPANSION
JOINT MATERIAL
DUMMY JOINT EXPANSION JOINT
JOINT DETAIL
SIDEWALK JOINTS
NTS.
CURB LINE 1'_3- RAD.
B"
1'-0- RAD.
FINISHED
• IS. ' PAVEMENT
' N
1 ►' C ► :m L
30DO PSI FIBERMESH CONCRETE
N.T.S.
2" ASPHALT
S9.5A
8" ABC
(NCDOT TYPE"'.`
COMPACTED
�`. �''
SUBBASE'\
LIGHT DUTY
ASPHALT X- SEC
Era
3 PIECES REINFORCED RUBBER
4" MULCH. DO NOT LEAVE SOIL
ON BURLAP. AFTER ROOT BALL
HAS BEEN SET, REMOVE TWINE
OR WIRE FROM ROOT BALL.
SOIL BACKFlLL
BALLS GREATER THAN 2' DIA.
SHALL SIT ON MOUND OF UN-
DISTURBED SOIL TO PREVENT
SETTLING
1/2"
1/2"
1 /2"
I``YMy
f
TOP OF PAVEMENT
TOP OF PAVEMENT
f
CURB &GUTTER CROSS SECTION (2.0 9 GUTTER)
CYhi
2" ASPHALT
SUFACE r—n—
S9.5A
8" ASPHALT !I�
BASE COURSE ; �' _ (I
B25.013 -`-
COMPACTED
SUBBASE
US 158 ASPHALT X-SEC
NIRFIXO CN : NC DOT POKY ON STNN6T AND DRIVEUY ACCESS W WORM CAROIHSA JWHWAYS
Era
(3) NO. 12 GAUGE GALVANIZED WIRE
POSITIONED AT 120 DEGREES
AROUND THE TREE
3-2x2x3' TREATED STAKE
HOLE DIAMETER FOR BALL SHALL BE
TWICE BALL DIAMETER
TREE PLANTING DETAIL
N.T.S.
1/4- RAD
PARKWAY
699 x 1299 CONCRETE CURB
REF. NCDOT STD. 84B.01
N.T.S.
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COMMSSION NO.
P04167
DESIGNED BY
EJV
DRAMN BY
JMH
CHECIO;D BY
EJV
ISSUE DATE
07/24/08
SHEET Nd.7
6
DRAWING FILE: P04167-details
PLAT SCALE: N.T.S.

VARIES
FOR MASONRY
FRAME AND GRATES / ANCHOR
3/16" DIA.
WALL n
O 16" CTS.
BRICK LAID NTH /
1 /2" +/- 1 /8"�
MORTER JOINTS
"A" BARS
O 12" CTS-� -
2'
"F" BARS
O 6'CTS
"B" BARS
O 12" CTS
"D" BARS
O 12' CTS
-
"D" BARS,
O 12" CTS
MEr, [ ala
FRAME AND GRATES,, ANCHOR
N
.2,
O 6 CTS
"B" BARS
O 12" CTS
"A" BARS a'
O 12' CTS
4
' s -
a N
V BARS
O 12" CTS
ooiry rnolnlr
PLAN
WITH COPING REMOVED
VARIES
3/16" C
WALL T
O 16" C
BRICK LAID
1/2" +/- 1i
MORTER JOR
VARIES
"U" BARS
O 12' CTE
7'" A L'L" [C BEARING DROP INLET
SECTION X-X
**6" SUMP REQUIRED ON
STRUCTURES 6,7,14,17,21,24,25,27
Y
Y
SECTION X-X
- REFERENCE NCDOT SPECIFICATION DRAWING 840.35
- ALL REINFORCING MEMBERS TO BE /5 REBAR
- GRATE TO HAVE MAXIMUM 1/2" GRATE OPENING
- REQUUIRED WITHIN ALL VEHICULAR TRAVELWAYS AND PARKING
4"x8"x1H"
SOLID BLOCK
(TYPICAL)
Y
w IIIIi
> Illlil:l�i
4"xB"xl6"
SOLID BLOCK
(TYPICAL)
24" SQUARE GRATE
FRAME & GRATE:
EAST JORDAN
IRON WORKS
5250 CATCH BASIN
INLET GRATE & FRAME BRICK COPING
24'
6" SUMP
CONCRETE BASE..
4
SECTION Y-Y
24" SQUARE GRATE
FRAME & GRATE:
EAST JORDAN
IRON WORKS
5250 CATCH BASIN
INLET GRATE & FRAME r BRICK COPING
24"
CONCRETE BASE
a --
SECTION Y-Y
STORM INLET DETAIL
HEIGHT OF BOXES VARY SEE SHEET C2
NC DOT 840.15
BOTTOM ELEVATION
SEDIMENT SHALL BE REMOVED
WHEN THE DEPTH REACHES:
B.0'
8.35'
0
a
L]
Q�
W
rc
IX
IX
n
w 10.0 PLASTIC GRADUATED GRADE STICK ATTACHED TO
PRESSURE TREATED POST WITH STAINLESS STEEL
d THREADED FASTENERS - ELEVATIONS SHOYM ON
GRADE STICK SHALL BE BASED ON TRUE
a ELEVATIONS FROM MEAN SEA LEVEL
a
9.0
in
CONCRETE
BASE
1 6" BE PLACEDI
NO EACH BASIN
DEPTH BENCHMARK
N.T.S.
SWALE TO BE SEEDED
IN ACCORDANCE WITH
GENERAL SEEDING
SPECIFICATIONS
DITCH INVERT PER GRADING PLAN
TYPICAL ROADSIDE SWALE
N.T.S.
INFILTRATION AREA
SIDEWALL SIDE SLOPE
03.1
SEED INFILTRATION BASIN
FAS PER THE GENERAL
SEEDING SPECIFICATION
INFILTRATION AREA
FLOOR
INFILTRATION AREA
SIDEWALL SIDE SLOPE
O &1
ALIGN FRAME NTH INSIDE WALL SECTION
EDGE OF WALL TO ALLOW
FOR VERTICAL ADJUSTMENT
SECTION B-B
•m
M
N
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2 1/0'---{---�
SECTION L-L
PLAN
FRAME, GRATE, AND HOOD ASSEMBLY
K K
L M SECTION P-P
J L M 1n
SECTION A -A FRAME PLAN
5 5/8"
11 16' 11 16" i 3'_p 7/B'� 1/2'
3 IF
" — — R — 3' RAD.
11
6' 6" 3/4' O 31,C
t R SECTION R-R
3 1/Y 3 1/Y 2'-11 9/2" 11,
16" _
r HOOD ELEVATION
CURB & GUTTER FRAME. GRATE & HOOD
AS PER GRADING PLAN
ELEVATIONS VARY (SEE
PLANS FOR CONTOUR
ELEVATION INFORMATION)
TYPICAL INFILTRATION AREA CROSS SECTION
N.T.S.
GRAVEL OR COMPACTED
SAND BACKFILL —�
CAP TRENCH WITH 6" TOPSOIL
OR STANDARD PAVEMENT SECTION
SECTION K-K
1 1/2' H
1 5/8"
1 1/2" ��� �1 5/8"
O O
0 0
1 15/32" 0 0
2'-31/4' L-
0 0
O O
O O
O O
H
1 15/32" 1'-41/Y
1'-7 5 8"
PLAN OF GRATING
CAST IRON
REOUIRED WHEREVER STORM INLET IS PLACID IN CURB ! GUTIER
REF. NLDOT SIB. 840.OJB
N.T.S.
F
t�
SECTION N-N
E
2'-6" L
F�
S-6"
/8" 1/8" PLAN OF FRAME
— S-3 3/4 CASTIRON
4"
Yl
4
m
N
E
11 1'-7 5 8 " 4" I I(�'
T 2 1/8 � 3 Li
1 3/4" � 2 1/8
I 3 6"
1" DEPRESSION SECTION-GG 1/8" 1/8"
SECTION-EE 1 1"
/B. ,/B.
2'-3 3/4'
2'-3 1 /4" TP
le 3/47
4 2 2'-2"
I
1 3/16.� 2" 2 1/8' j-- 2'-1 3/4 2 1/8"
SECTION-HH-HH I 2'-6"
SECTION-FF
STANDARD DROP INLET FRAME & GRATE
N.T.S.
COORDINATE THIS SHEET WITH
FOOD LION PLANS & SPECS.,
THE STRICTEST SHALL GOVERN
CONSTRUCTION.
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COMMISSION NO.
P04167
DESIGNED BY
EJV
DRAWN BY
JMH
CHECKED BY
EJV
ISSUE DATE
07/24/08
SHEET NO.
7
DRAWING FILE: P04167—dslalls
PLOT SCALE: N.TS.

7' 3' e'
9' 3' 9'
FILTRATION BASIN
THE GENERAL
SPECIFICATION
84'
SECTION E—E
N.T.S.
12'
SEED INFILTRATION BASIN
AS PER THE GENERAL
SEEDING SPECIFICATION
9' 19, 9'
SECTION C—C SECTION D—D
N.T.S. N.T.S.
SECTION B—B
N.T.S.
ASPHALT
ABC
HIGH SLUMP
CONCRETE TO TOP
OF PIPE MrNTM
CDN5IRUCTION PRODIICiS INC.
© COPYRIGHT
/
RIXJGH
TOP OF GRATE SHOULD BE
SHAPED BED
RECESSED APPROMMATELY
1/4-INCH BELOW FINISHED
12- 01CONTECH SLOTTED DRAIN
GRADE THE ASPHALT
PIPE
EDGE ALONG THE EDGE OF
(ARMCO ALUMINIZED STEEL TYPE 2)
THE GRATE SHOULD BE BEVELED
KITH r SLOTTED DRAIN HIEGHT.
OR ROUNDED.
1/2'
CONSTEX"I' ON PRODUCES INC.
© COPYRIGHT
TOP OF PAVEMENT
�1/8" RAD SLOPE
II �W
HIGH SLUMP
CONCRETE TO TOP
OF PIPE
ROUGH
SHAPED BED
12' DIA. CONTECH SLOTTED DRAIN PIPE
(ARMOO ALUMINIZED STEEL TYPE 2) NTH 6-
SLOTTED DRAIN HIEGHT.
2'-0" SPILL CURB & GUTTER CROSS SECTION
WITH CONTECH SLOTTED DRAIN
N.T.S.
., .r 9' 26' 9• 53' 9'
SECTION A —A
N.T.S.
ASPHALT
(TO BE INSTALLED
PRIOR TO TURFSTONE)
AHALT
PAVEMENT
C and G
i !d G I Pz"
TOP OF ASPHALT
TOP OF CURB
NOTE 3,ODO PSI FIBERMESH CONCRETE
FINISHED GRADE
3IV A -A
SEC B-B
FLUME DETAIL
N.T.S.
ELEVATION VARIES
SEE GRADING PLAN
FOR SPOT GRADES
CONTRACTOR TO SAW CUT ASPHALT TO
PROVIDE CLEAN EDGE FOR PLACEMENT
OF TURFSTONE PAVERS
�VOIDS IN PAVERS TO
BE BACKFILLED WITH SAND
NCDOT CLASS A
EROSION CONTROL
8- THICK)
FILTER CLOTH
FINISHED GRADE
.COMPACTED SAND OPEN FACED
BEDDING COURSE TURFSTONE (TYP)
TOP TURFSTONE
l 3
® CURB (ELEV. B)
BOTTOM GRAVEL
STORAGE (ELEV. A) AVEMENT BASE (98% PROCTEDTOR
SAND GEOVEN
(98% PROCTOR MIN. GEOTEXTILE
COMPACTION) FABRIC
(DIMENSION MAY VARY BASED GRAVEL BASE (STORAGE LAYER) TO
ON MANUFACTURER. SEE CONSIST OF 6" MIN. THICKNESS FOR
MANUFACTURERS SPECIFICTIONS TURFSTONE PARKING SPACES WITHIN
FOR ACTUAL PAVER THICKNESS) THE INTERIOR OF THE SITE. THICKNESS
FOR TURFSTONE PARKING SPACES
ALONG THE SITE PERIMETER AS PER
INSET GRAPHIC ON GRADING PLAN.
GRAVEL BASE (STORAGE LAYER) SHALL
CONFORM TO THE FOLLOWING GRADING:
SIEVE %PASSING
1.5" 100%
1.0" 95%(t5%)
0.5" 45%(t5%)
No.4 <5%
COMPACTED STONE TO HAVE 40%
VOID SPACE.
TURFSTONE PAVING DETAIL
N.T.S.
COMPACTED SAND
(98% PROCTOR MIN.
COMPACTION)
6" PARKWAY
CURB
BOTTOM GRAVEL
STORAGE (ELEV. A)
COORDINATE THIS SHEET WITH
FOOD LION PLANS & SPECS.,
THE STRICTEST SHALL GOVERN
CONSTRUCTION.
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COMMISSION NO.
P04167
DESIGNED BY
EJV
DRANK BY
JMH
CHE KW BY
EJV
ISSUE DALE
07/24/08
SHEET NO.
8
IDRAWING FILE: P04167—ddall•
PLOT SCALE: N.T.S.

J
DRAWING FILE P04167-dstaBs
PLOT SCALE: N.TS.
„cD STONE -
GRAVEL CONSTRUCTION
ENTRANCE/EXIT DETAIL
N.T.S
rv.m �rrir ru rrn rennin/rvn\
SILT FENCE DETAIL
N.TS
7
SEDIMENT POOL
NCDOT STANDARD #57 WIRE SCREEN
WASHED STONE �� 8"XB"X16" CMU
�- DEWATERING
1' MIN ••;. 2' MAX Elm
••Q•i '(•�i••'
STORM DRAINAGE
STRUCTURE W/GRATE
INLET PROTECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, (LATEST EDITION) SECTION 6.52.
INLET PROTECTION SHALL BE PROVIDED AT ALL DROP INLETS, CURB INLETS
YARD INLETS AND ANY OTHER STORMWATER COLLECTION INLET.
INLET PROTECTION
N.T.S
11:1110Ila4a ull *34fiv;ilolzi
SEEDING DATES: APRIL 1- SEPT 30
SEED MIXTURE APPLICATION RATES/ACRE
BAHIA 50 LBS.
COMMON BERMUDA 50 LBS.
(UNHULLED)
GERMAN MILLER 15 LBS.
FESCUE 20 LBS.
FFRTII IZER
26-13-13 ® 500 LB/ACRE
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SEE- NEARLY
j - STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
,. ,.CH
( 4" WIDEVx 8" DEEP )
SEEDING DATES: OCT. 1 - MARCH 31
SEED MIXTURE APPLICATION RATES/ACRE
RYE GRAIN 175 LBS.
FERTILIZE
10-10-10 ® 1000 LB/ACRE
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WFfH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY
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.
IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE. A SINGLE HEAVY RAIN IS OFTEN SUFFICIENT TO GREATLY ENLARGE BARE
SPOTS, AND THE LONGER REPAIRS ARE DELAYED, THE MORE COSTLY THEY BECOME. PROMPT ACTION WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW
SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND GULLIES DEVELOP, THEY MUST BE FILLED IN, RE -SEEDED,
ANDMULCHED
POSSIBLE. NTENANCE RNEEDED N REQUIREMENTS EXTEND AIBEYOND THE SEEDING PHASE. (UNnL 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
PRODUCTIVE STANDS.
SEEDING SPECIFICATIONS
COORDINATE THIS SHEET WITH
FOOD LION PLANS & SPECS.,
THE STRICTEST SHALL GOVERN
CONSTRUCTION.
0 CD
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COMMISSION NO.
P04167
DESIGNED BY
EJV
DRAWN BY
JMH
CHECKED BY
EJV
ISSUE DATE
07 24/08
SHEET NO.
11
OF 11 SHEETS

bid Er NOTES_ N
1. PROPERTY OWNERS: NAGS HEAD BPARTNERS, LLC 207175 10
5� ✓ >
'• / / 1648 F NORTH MARKET DR.
•1{ p E O ' �/ RALEIGH NC 27906
PIN# 989206390611
b 158 - �� ' % ' STATE EMPLOYEES CREDIT UNION
100 WADE AVE
a° �K l ' %f (. RALEIGH NC 27609
2. APPLICANT: STATE EMPLOYEES CREDIT UNION
pc f ! l J 100 WADE AVE
vrW f `q /r RALEIGH NC 27609 11
,, / • r�j• 3. PROPERTY IDENTIFICATION: PIN# 989318207175
' 2515A-J S. CROATAN HWY
NAGS HEAD, NC 27959
12
PIN# 989206390611
2609 S. CROATAN HWY
!r (r NAGS HEAD, NC 27959 13
4. ENGINEER: QUIBLE & ASSOCIATES, P.C.
P.O. DRAWER 870 14
8 JUNIPER TRAIL
m 5 �0 - I-n KITTY HAWK, NC 27949
TEL.: [phone]
FAX. [phone]
6 yiq �5 t� I I EMAIL: jje®quible.com 15
Y ' O 5. SOIL SCIENTIST: PROTOCOL SAMPLING SERVICE, INC. 16
P.O. BOX 31133
27622
TinCT*nf'P7�j M A � (Nags
Head) RALEIGH, 21 -654
♦ l j�jj�� jj �1 JI, lY1liC `lv 11 TEL.: [phone]
N.T.S. FAX: [phone]
yygg I EMAIL, protocolsompling®ychoo.com 18
6. RECORDED REFERENCE: DB 1353, PG 239, DB 1789, PG. 0175 & 0176
1. 7. ZONE: COMMERCIAL (C2) 19
I I
8. PROPOSED USE: FOOD STORE, RETAIL SHOPS & BANKS
9. TOTAL PARCEL AREA: 455,939 sq.ft. - 10.47 acres
a 1091141 bab
I' T I_
j
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INV.
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_..�.._3 -.. _.:- - e*1ha' INV
-
x 1k✓1 , � • ,. ll... ,,... ...... - .. € .�„-.,.n. �.. -` _ -. inn � Inn 19 O }
NO
PROPOSED DEPTH
BENCHMARK (TYP.
r: �ej
GMSe
OVERFLOW
STRUCTURI
TOP=9.5'
INV. 7.0'
i
DRAWING FILE: P04167-bass
PLOT SCALE: 1'= So'
LOT COVERAGE: I
BUILDING = 65,345 sq.ft. LEGEND
ASPHALT & CONCRETE = 132,sa, sq.ft. EXISTING ASPHALT PAVEMENT PROPOSED CURB AND GUTTER
POROUS PAVEMENT = 56.865 sc.ft. ���- � ��- I i
TOTAL DESIRED COVERAGE = 254,418 sq.ft. (55.8%) �-•-r PROPOSED SPILL CURB AND GUTTER
TOTAL COVERAGE ALLOWED = 250,766 sq.ft. (55.0%) PROPOSED ASPHALT PAVEMENT
TOTAL REQUIRED POROUS PAVEMENT: PROPOSED 6' CURB (NO GUTTER)
254.418 sq.ft. - 250,766 sq.ft. = 3,652 sq.ft. x 3 = 10,956 sq.ft. PROPOSED CONCRETE PAVEMENT
PROPOSED D.I.
TOTAL PROVIDED: 56,865 sq.ft. 0
BOUNDARY DATA SHOWN ON THIS PLAN IS BASED ON AN ALTA/AGSM LAND ,e.; PROPOSED TURFSTONE mm=mmmc=� PROPOSED STORM PIPE I I
TITLE SURVEY BY BISSELL PROFESSIONAL GROUP, ENTITLED "PASQUOTANK PROPOSED RIP -RAP I
COUNTY", PREPARED BY JAMES W. HUGGINS. PLS., DATED 05/11/06. EZ PROPOSED PERMEABLE CONCRETE
TOPOGRAPHIC DATA SHOWN ON THIS PLAN IS BASED ON A SURVEY BY QUIBLE & O EX. IRON PIPE - PROPOSED SWALE '
ASSOCIATES, P.C., DATED 05/20/08 - 06/03/08. VERTICAL DATUM NAVD '88.
0• EX. IRON ROD ® PROPOSED STORM MANHOLE
PROPERTY IS LOCATED IN F.I.R.M. ZONES SHADED "X", "AE9"(F.I.S. 19 9.2') AND I PROPOSED FIRE HYDRANT �7-13� I
"AE"(EL.10') NAVD '88. F.I.R.M. ZONES SUBJECT TO CHANGE BY F.E.M.A. W' SET IRON ROD
ALL SPOT ELEVATIONS ALONG PAVEMENT INDICATE TOP EDGE OF PAVEMENT { PROPOSED FIRE DEPT. CONNECTION (FDC) I
ELEVATION (I.E., LIP OF GUTTER) UNLESS OTHERWISE NOTED. SPOT ELEVATIONS • CALCULATED POINT �{
IDENTIFIED AS "TW" INDICATE TOP OF WALK ELEVATION. ALL ELEVATIONS BASED ® PROPOSED SANITARY SEWER MANHOLE
ON NGVD '88 VERTICAL DATUM. EX. PK NAIL `
- - c- - A NCDENR HIGH DENSITY STORMWATER PERMIT WILL BE REQUIRED FOR THIS SITE. >� EX. LIGHT POLE EXISTING CONTOUR `
a n. e a3w 0.68
A NCDOT ENCROACHMENT AGREEMENT IS REQUIRED PRIOR TO CONSTRUCTION I.' ' ' ' -Y.O- PROPOSED CONTOUR I
''O., EK UTILITY POLE ,
WITHIN US 158 RIGHT-OF-WAY. 4 - !
EX. TEL PEDESTAL +� EXISTING SPOT GRADE
JF
DESIGN ENGINEER SHALL INSPECT INSTALLED STORMWATER MANAGEMENT a
9D
FACILITIES AND CERTIFY THEIR CONSTRUCTION TO THE TOWN. ,_ ' PROPOSED SPOT GRADE
(� EL CABLE PEDESTAL I (TOP OF PAVEMENT / UP OF GUTTER)
THE DEVELOPER SHALL PROVIDE A SIGNED OPERATION AND MAINTENANCE q`ga8 all}Q
AGREEMENT TO THE TOWN FOR THE OPERATION AND MAINTENANCE OF ON -SITE I I F) EX. FIBER OPTIC MARKER G PROPOSED FLOW ARROW
STORMWATER MANAGEMENT APPURTENANCES.
EX. FIRE HYDRANT
RCP PIPES AT EACH ENTRANCE TO HAVE FLARED END SECTION AS END I .
TREATMENT. . EX. WATER VALVE _
„'Ij
ALL PIPES ON WRIGHTSVILLE AVE I .... r_ CONTRACTOR TO PROVIDE SUMP_ -o- F/RM,1�ZOW I
tZ P PE ENDS. ( 1 MAX SIDE SLOPE, .0. .,.., -_ . fiE 1�.IO) `
a ; aa14 1.,-..' EX TREE LINE �-
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0 1 MAX LONG!
SLOPE �. _ . ..8_
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'� * IOa CPP O ..OS 100
15" INV.=7.75' { CF7 O 0.2- r'- _- 1
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:,_. WATER �TjI STATE EMPLOYEES'
BASIN*9.60 - J, U , CREDIT UNIQ 7 +>o - a/t6A * 13 �- 1
r 4 8,p a 57.W 1 '1 I SECU * 1. tti +... \ ° _ TOP-10.5' S& 10 �-
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¢ o 11005 b I 11 9 F.F.E O 12.5' (NAVD 88) i1tP.) * PARCa $ _
/\p8Y
STOR01AIER
BASIN PRDPD".+@ DEPTH � � N3.�l6 27G`P.5 % • - I
a. BOT. O &o' CIitAtB{ (TVP, I - p� < i
\ W
DI �' DI 4 n. DI/20C - a• \
TOP - .3' TOP-8.3' 9.1 OURS . TOP=11.6' s \ x = 7�
INV. , PP O 0.05 INV.-5.3' (TV.)..€:-, ' -E INV. 9.0'_
O i
{1
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Dip 9
TOP=10.5'
11.2 ta.5' RAMP
24I-12 Imum.20) INV.=7.6' , , 4.
DPP 15 0 IHVN.&3'(0.23)1INV, a-
.Q
4
z.
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DI REIC CBVnP,4 BAW
-„ *10A4. - 40/U
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10 �. DI/2OA DI/2OB - U W I rn
8' TOP=10 5' TOP=10 5
OT BTOM OF 24' HDP• N-i2\ DI/21 \ .� INV.-7.6' 18" INV.-7.6' BOTTOM OF
GRAVEL O 9.3' ^* P O O.OX �P- 3. _ 12" INV.-8.1' GRAVEL 0 9.3' - 1' . .
1001 .' .
` - - PROPOSED DEPTH x1O1aM
DRY 040 ENCHMARK (TYP.)
" io
1 1 18' HDPa\ *Ij"ORMWATER I
-12 CPP i BASIN
ID O 0.0z DOT. O 8.0' y�
#14 ,1 DIf17
TOP=& q. TOP=8.3'
INV.-6.5 INV.-5.5' • 4
a . TOTS / , / •�. w _ .
Dive -
O / \ /
TDP-10. IN
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1-'O 10'
0
P �2_ _ FF'-P- - -P _17pp �P„ _ p:�T - -* 102a
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10
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1-800-632-4949
ORTH CAROUNA
ONE CALL
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
10jo
P-1673
NAGS HEAD, NC
GRAPHIC SCALE
50 0 25 50 100
(INF )
1 inch = 50 ft.
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COMMISSION NO.
P04167
DESIM BY
EJV
DRAWN BY
JMH
CHECKM BY
EJV
ISSUE DATE
07/24 08
SHEET N0.
OF 21 SHEETS

3/16- DIA.
WALL n
O 16" CTS.
BRICK LAID
D WITH
MORTER JOINTS
'A' BARS
0 12' CIS
'A'
O 1:
VARIES
FOR MASONRY
FRAME AND GRATES ANCHOR
■��
���_®
•�
■
.
■rl■
op
�1
b' BARS '
O 1Y CIS
3/16• DIA.
WALL TIE
O 16' CIS
BRICK LAID WITH
1/6-'
MORTER JOINTS
b' BARS
O 12, CIS
VARIES
FRAME AND GRATES-,
O 6' CTS
13" BI
O 12'
'A• BARS
O 11' CIS-1• MIN.
VARIES
FRAME AND GRATES
.�
A.
TP BARS
O 6' CIS
BARS V BAPS
0 12' CIS a 12' CT!
4•
a -
' O 12' CIS 'A' BARS
VARIES I e n' CT'VARIES -
f
TRAFFIC BEARING DROP INLET
- REFERENCE NCDOT SPECIFICATION DRAWING 840.35
- ALL REINFORCING MEMBERS TO BE /5 REBAR
- GRATE TO HAVE MAXIMUM 1/2- GRATE OPENING
- REODUIRED WITHIN ALL VEHICULAR TRAVELWAYS AND PARKING
PLAN
WITH COPING REMOVED
e6' SUMP REQUIRED ON
STRUCTURES 14,17,21,24,25,221
24' SQUARE GRATE
EASTE 6: GRATE:
EAST JORDAN
RON WORKS
5250 CATCH BASIN BRICK COPING
INLET GRATE h FRAME
24'
6. sump
ro
, ro OIICRETE BASE._. --
SECTION Y—Y
24' SQUARE GRATE
FRAME t GRATE:
4'x8'x16-
IRON WORKS
SOLID BLOCK
(TYPICAL)
5250 CATCH BASIN BRICK COPING
INLET IRATE • FRAME
24•
�=ATION
SEDIMENT SHALL BE REMOVED
WHEN THE DEPTH REACHES:
8 35,
�1
gOME
: E'
9.0
PLASTIC GRADUATED GRADE STICK ATTACHED TO
PRESSURE TREATED POST WITH STAINLESS STEEL
THREADED FASTENERS - ELEVATIONS SHOWN ON
GRADE STICK SHALL BE BASED ON TRUE
ELEVATIONS FROM MEAN SEA LEVEL.
i�
CONCRETE
BASE
1 s" I ACEDI TO
EACH BE LBASIN
DEPTH BENCHMARK
iNf&4
SWALE TO BE SEEDED
IN ACCORDANCE WITH
GENERAL SEEDING
SPECIFICATIONS
DITCH INVERT PER GRADING PLAN
TYPICAL ROADSIDE SWALE
N.T.S.
INFILTRATION AREA
SIDEWALL SIDE SLOPE
O 3:1
SEED INFILTRATION BASIN
AS PER THE GENERAL
/ SEEDING SPECIFICATION
INFILTRATION AREA
FLOOR
INFILTRATION AREA
SIDEWALL SIDE SLOPE
03.1
2'-11 3/4•
B —�
ffFIFT41
ALIGN FRAME WITH INSIDE WALL SECTION
EDGE OF WALL TO ALLOW
FOR VERTICAL ADJUSTMENT
SECTION B-B
n
N
1
2 1/8•--�--}�
SECTION L-L
6 3'-p• I
io
PLAN
>v
FRAME, GRATE, AND HOOD ASSEMBLY �
K K
L M SECTION P-P
Ll
J 7f+L M So
SECTION A -A FRAME PLAN
1118•
5 5/
11 16• �3'_p 7/g•t
R ��3�434•-a.
6• 6• 3/4 ro 3/4•
�-0• R SECTION R-R
31/Y SECTION K-K 31/2
2'-111/2• 1 18•
AS PER GRADING PLAN
ELEVATIONS VARY (SEE
PLANS FOR CONTOUR
ELEVATION INFORMATION)
HOOD ELEVATION
CURB & GUTTER FRAME. GRATE & HOOD
REQUIRED WHEREVER STORM INLET IS PLACED IN CURB • GUTTER
REF. NCDOT SM. 8I0.0M
N.T.S.
1 s/8'
t 1/Y H
11/Y ��� I-1 5/8-
0 �
1 15/3Y O
O
2'-31/r L 0
0 O
0 O
i 15/3Y 1'-41/Y
1'-7 5
PLAN OF GRATING
CAST IRON
1'-7 5 1'-7 5 8 2'
1• DEPRESSION SECTION-GG
7-31/4'
3'-1 3/4-
SECTION-EE
F�
�I
SB
PLAN OF FRAME
CAST IRON
1
i 3/8•
SECTION N-N
4' Y II I I�IL
Y
1 3/16'I Y 2 1/0' 2'-1 3/4 �I IIII— 2 1/8-
SEC ION-HH 2'-r ICI
SEcnON-FF
STANDARD DROP INLET FRAME & GRATE
N.T.S.
TYPICAL INFILTRATION AREA CROSS
SECTION
N.T.S.
EM BASE '_tea
m
''" CONCRETE BASE .-, =-
SECTION X-X SECTION Y-Y
COORDINATE THIS SHEET WITH
FOOD LION PLANS & SPECS.,
ELEVATION VARIES
SEE GRADING PLAN
ELEVATION VARIES
SEE GRADING PLAN
FOR SPOT GRADES
FOR SPOT GRADES
THE STRICTEST SHALL GOVERN
CONSTRUCTION.
CONTRACTOR TO SAW CUT ASPHALT TO
CONTRACTOR TO SAW OUT ASPHALT TO
SEE GRADING AND
DRAINAGE PLAN FOR
ASPHALT PROVIDE CLEAN EDGE FOR PLACEMENT
OF TURFSTONE PAVERS
(TO BE INSTALLED
ERMEABLE
ASPHALT
PROVIDE CLEAN EDGE FOR PLACEMENT
OF TURFSTONE PAVERS
ELEVATION OF TOP OF
TURFSTONE
STORM INLET DETAIL
COORDINATE THIS SHEET WITH
PRIOR TO PERMEABLE
PAVEMENT)
=CRETE fi' PARKWAY
(THICKNESS PER PAVEMENT CURB
DESIGNER)
(TO BE INSTALLED
PRIOR TO TURFSTONE)
COMPACTED SAND FACED
HEIGHT OF BOXES VARY
SECU PLANS & SPECS.,
SEE GRADING AND DRAINAGE
PLAN FOR ELEVATION IN
-
DS IN PAVERS TO
BE BACKFlIlED WITH SAND
BEDDING COURSE TURF
TURFSTONE (TYP)
NC DOT 840.15
THE STRICTEST SHALL GOVERN
TOPPERMEABLE
CONOf CRETE
CONSTRUCTION.
CAP TRENCH WITH 6' TOPSOIL
/-OR STANDARD PAVEMENT SECTION
t
f- . - . [ `�
G£. . �.� .-.t ".',•n"�
--'.
- -, -; - -- _.- -
GRAVEL OR COMPACTED
SAND BACKFTLL
Nt2 WALL) HDPe CPP PIPE
(CORRUGATED(DOUBLE PERFORATED PIPE)
i v h
� F
PIPE TO BE UN 6• MIN. �- 'PIPE TO BE INSTALLED AS PER
FILTER FABRIC SLEEVE MANUFACTURES RECOMMENDATIONS
TO PREVENT INFILTRATION OF
SEDIMENTS INTO PIPE
HDPe CPP PIPE INSTALLATION DETAIL
DRAVANG FILE: P04167-doMilo NTS
PLAT SCALE: N.T.S.
15' RCP (STORM SEWER)
-SELECT -
8 TIiICK .'BACKFlLL. ° 6-'THICK
CONC. PIER ;'FONC. PIERS
uI
y
6 THICK
-- - ,` 8SDR 35 (SANITARY SEWER)
N.T.S.
SEE GRADING AND -
DRAINAGE PLAN FOR
BOTTOM GRAVEL
STORAGE ELEVATION
BASE `--COMPACTED SAND
(98% PROCTOR MIN.
COMPACTION)
\ yp01�
`-SEE GRADING AND
OTEXTILE
DRAINAGE PLAN FOR
FABRIC OMPACTED SAND
(98R PROCTOR MIN.
BASE (STORAGE LAYER) TO COMPACTION)
BOTTOM GRAVEL
STORAGE ELEVATION
GRAVEL BASE (STORAGE LAYER) SHAU
CONFORM TO THE FOLLOWING GRADING
$!�
XPASSING
1.5'
100%
1.0•
953q35X)
0.5-
45R(35X)
No.4
<5%
COMPACTED STONE TO HAVE 40%
VOID SPACE
PERMEABLE CONCRETE
PAVING DETAIL
N.T.S
SEE GRADING AND PACTED SAND
DRAINAGE PLAN F
BOTTOM GRAVEL AVEMENT BASE (98X PROCTOR MIN. WOOO �
STORAGE ELEVATION COMPACTION) FABRIC
(DIMENSION MAY VARY BASED GRAVEL BASE (STORAGE
ON MANUFACTURER. SEE CONSIST OF 6' MIN. TH
MANUFACTURERS SPEgFlCTIONS TURFSTONE PARKING SF
FOR ACTUAL PAVER THICKNESS) THE INTERIOR OF THE
0
N
�I' MR1.—+
SEE GRADING AND
DRAINAGE PLAN FOR
PACTED SAND
BOTTOM GRAVEL
(98X PROCTOR MIN.
STORAGE ELEVATION
T� COMPACTION)
INSET GRAPHIC ON GRADING PLAN.
GRAVEL BASE (STORAGE LAYER) SHALL
CONFORM TO THE FOLLOWING GRADING
SIEVE
1.5'
XPA-99NG
100%
1.0'
95)L(t5%)
0.5'
45R(t5%)
No.4
G5S.
COMPACTED STONE TO
HAVE 4WL
VOID SPACE.
TURFSTONE PAVING
DETAIL
N.T.S
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COMMISSION NO.
P04167
DESIGNED BY
EJV
DRAWN BY
JMH
CHECKED BY
EJV
ISSUE DATE
07 24 08
SHEET NO.