SW7111009_APPROVED PLANS_20111128

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

SITE DEVELOPMENT PLANS
TOWN OF NAGS HEAD DARE COUNTY, NORTH CAROLINA
PREPARED FOR THE
TOWN OF NAGS HEAD
GENERAL SURVEY NOTES
1. DATUM REFERENCE:
VERTICAL REFERENCE: NORTH AMERICA VERTICAL DATUM (NAVD 88)
HORIZONTAL REFERENCE: NORTH CAROLINA COORDINATE SYSTEM (NAD
83)
2. TOPOGRAPHICAL INFORMATION DESCRIBED WITHIN THE PROPOSED
PROJECT LIMITS PROVIDED & PREPARED BY
MESA, P.C.
P.O. BOX 997
MOYOCK, NC 27958
[phone]
3. SUPPLEMENTAL OFF -SITE DATA PROVIDED & PREPARED BY
SEABOARD SURVEYING & PLANNING, INC.
103 WOODHILL DR.
NAGS HEAD, NC 27959
IN CONJUNCTION WITH AERIAL PHOTOGRAPHY OBTAINED FROM DARE
COUNTY GIS
4. AREAS DETERMINED BY COORDINATE METHOD
5. UNDERGROUND UTILITIES, IF ANY, WERE NOT LOCATED WITH THE
SURVEY FIELD DATA, FURTHER EVALUATION MAY BE REQUIRED.
6. NO RECOVERABLE NCGS MONUMENTS APPEAR TO BE WITHIN 2000' OF
THE SUBJECT PROPERTY SHOWN HEREON.
DRAWING INDEX
1 COVER SHEET
2 LEGEND/LINETYPE/ABBREVIATIONS
3 EXISTING SITE CONDITIONS
4 DEMOLITION PLAN
5 SEDIMENT & EROSION CONTROL PLAN
6 GRADING & DRAINAGE PLAN
7 SITE DEVELOPMENT PLAN
8 INSET PLAN/DRAINAGE PROFILES
9 CONSTRUCTION DETAILS
10 CONSTRUCTION DETAILS
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NAGS HEAD TOWNSHIP
DARE COUNTY
NORTH CAROLINA
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INITY MAP
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PROJECT
OCATION
GENERAL NOTES
1. DEED REFERENCE: D.B. 1781, PG. 60 & 61, , D.B. 1784, PG. 393
PLAT REFERENCE: M.B. 1, PG. 167, M.B. 2, PG. 203 M.B. 1, PG. 154
TAX MAP REFERENCE: LOT 20 & 44-46 - PIN 080015721756,
LOT 19 & 43 - PIN 080015722837,
LOT 2 - PIN 080015629646
2. OWNER/DEVELOPER: TOWN OF NAGS HEAD
PO BOX 99
NAGS HEAD, NC 27959
3. TOTAL AREA: 65,649 SF = 1.51t AC.
4. CURRENT ZONING: C-2 (COMMERCIAL)
5. CURRENT LAND USE: VACANT/UNDEVELOPED
LAND USE: PUBLIC PARK
6. THE SUBJECT PROPERTY IS LOCATED WITHIN FLOOD HAZARD ZONE AE (10),
AND FLOOD HAZARD ZONE AE (9), AS SCALED FROM F.E.M.A. F.I.R.M. PANEL
#3730080000 J DATED SEPT. 20, 2006.* FLOOD ZONES SUBJECT TO CHANGE BY FEMA.
C7�;.',NO
A.C.O.E. JURISDICTIONAL 404 WETLANDS ARE KNOWN TO EXIST WITHIN THE LIMITS
OF THE SUBJECT PROPERTY.
8. MINIMUM BUILDING SETBACKS - FRONT YARD: 15'
REAR YARD: 25'
SIDE YARD: 8'
9. ALL APPLICABLE PERMITS WILL BE SECURED PRIOR TO ISSUANCE OF A
BUILDING PERMIT OR COMMENCEMENT OF''ANY LAND DISTURBING ACTIVITIES.
10. ALL UTILITIES SHALL BE PLACED UNDERGROUND. THE LOCATION OF
WATER SERVICE SHALL BE APPROVED`BY THE TOWN OF NAGS HEAD PUBLIC WORKS
DEPT. AND VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION, (AS REQUIRED).
11. LOCATIONS OF EXISTING UTILITIES INDICATED ARE APPROXdMATE. VERIFY THE
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES PRIOR
TO BEGINNING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL ALSO CALL
ULOCO AT 1-800-832-4949, BEFORE DIGGING, FOR VERIFICATION.
12. ALL SETBACKS DESCRIBED HEREON ARE AS PER THE TOWN OF NAGS HEAD AND DO NOT
REFLECT ANY RESTRICTIVE COVENANTS THAT MAY EXIST.
13. PRIOR TO ANY LAND DISTURBING ACTIVITIES COMMENCING, A SEDIMENT & EROSION
CONTROL PERMIT SHALL BE SECURED THROUGH THE NCDENR DIVISION OF LAND
RESOURCES, LAND QUALITY SECTION.
14. EXISTING VEGETATION SHALL BE PRESERVED TO THE MAXIMUM EXTENT PRACTICABLE.
15. AN NCDOT RIGHT-OF-WAY ENCROACHMENT AGREEMENT SHALL BE SECURED PRIOR TO
PERFORMING ANY CONSTRUCTION WITHIN THE STATE RIGHT-OF-WAY.
16. AN NCDENR-DWQ HIGH -DENSITY STORMWATER PERMIT SHALL BE OBTAINED PRIOR TO 0
CONDUCTING ANY SITE IMPROVEMENTS. W
17. AN NC DOMINION POWER RIGHT-OF-WAY ENCROACHMENT SHALL BE OBTAINED PRIOR >
TO CONDUCTING ANY SITE IMPROVEMENTS.
18. PLACEMENT, NUMBER, & SIZING OF SOLID WASTE BULK CONTAINERS SHALL BE U
INSTALLED IN ACCORDANCE WITH TOWN OF NAGS HEAD ZONING CODE. W
APPROVED
' F T I CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
7,� 20 �
One -Call Center Inc.
Know what's below
Call before you dig.
NOTE:
THE INFORMATION DESCRIBED HEREON IS BELIEVED TO BE
ACCURATE, COMPLETE, AND CURRENT, CES, PLLC MAKES NO
WARRANTY AS TO THE ACCURACY, COMPLETENESS OR
CURRENCY OF THE CONTENT. IT IS THE CONTRACTORS
RESPONSIBILITY TO VERIFY THIS INFORMATION PRIOR TO
RELYING ON IT. THE CONTENT OF THESE DOCUMENTS MAY
INCLUDE TECHNICAL INACCURACIES OR TYPOGRAPHICAL
ERRORS. IF SUCH CONDITIONS EXIST, THE CONTRACTOR
SHALL CONSULT WITH THE ENGINEER PRIOR TO PROCEEDING
WITH THE SCHEDULED WORK UNTIL AUTHORIZATION TO
PROCEED HAS BEEN GRANTED.

REVISIONS OR ANY LATER REVISED EDITION, AND WILL FOLLOW TRAFFIC. D. SWEEP STREETS A MINIMUM OF ONCE WEEKLY (FRIDAY) OR AS DIRECTED BY THE ENGINEER OR 30 .THE CONTRACTOR IS EXPECTED AND REQUIRED TO COOPERATE WITH THE ADJOINING PROPERTY 43. OVERSIZE ROCK SHALL BE EXPORTED FROM THE SITE, USED FOR LANDSCAPING PURPOSES, OR
GENERAL CONSTRUCTION NOTES: 10. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE STATE OF NORTH CAROLINA TOWN REPRESENTATIVE. OWNERS AFFECTED BY THE WORK. PLACED IN DESIGNATED NONSTRUCTURAL
1. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE REQUIREMENTS IN THE LATEST DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS" AND THE "MANUAL OF UNIFORM TRAFFIC E. BLADE, LEVEL AND RE -COMPACT ALL EXPOSED TRENCHES WEEKLY (OR AS DIRECTED BY THE 31. CONTRACTOR SHALL REPAIR OR REPLACE DRIVES DISTURBED BY CONSTRUCTION TO EXISTING OR 44. FIELD OBSERVATION BY THE ENGINEER SHALL BE MADE DURING THE FILL AND COMPACTION
EDITION OF THE FOLLOWING STANDARDS AND REGULATIONS (IF CONFLICTING REQUIREMENTS ARE CONTROL DEVICES (MUTCD) ,MOST RECENT EDITION. ENGINEER) TO PRODUCE A SMOOTH "RIDE". BETTER CONDITIONS. NO SEPARATE PAYMENT UNLESS OTHERWISE INDICATED. OPERATION SO THAT HE CAN EXPRESS HIS OPINION REGARDING THE CONFORMANCE OF THE
FOUNDS, THEN THE MORE STRINGENT GOVERNS): 11. THE CONTRACTOR SHALL MAINTAIN TRAFFIC AND PROTECT THE PUBLIC FROM DAMAGE TO PERSONS AND F. PERFORM DAILY CLEAN-UP OF ALL DIRT, DEBRIS AND SCRAP MATERIALS. 32, CONTRACTOR SHALL PROVIDE TEMPORARY FENCING WHERE FENCES ARE REMOVED FOR ACCEPTED SPECIFICATIONS.
a. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND PROPERTY WITHIN THE CONSTRUCTION LIMITS FOR THE DURATION OF THE CONTRACT. G. REMOVE EXCESS EQUIPMENT, MATERIALS, TOOLS, ETC. NOT NEEDED. CONSTRUCTION. CONTRACTOR SHALL COORDINATE FENCE REMOVAL OR REINSTALLATION WITH 45. NO FILL SHALL BE PLACED, SPREAD, OR ROLLED WHILE IT IS IN AN UNSUITABLE HIGH MOISTURE
BRIDGE CONSTRUCTION (LATEST EDITION) 12. BEFORE ANY REMOVAL, THE CONTRACTOR SHALL ENSURE ALL EXISTING ADJACENT COMPONENTS ARE 18INDIVIDUAL PROPERTY OWNERS PRIOR TO REMOVAL. CONTRACTOR SHALL REINSTALL ALL SHEDS, CONTENT, NOR DURING UNFAVORABLE WEATHER CONDITIONS. WHEN THE WORK IS INTERRUPTED BY
SURPLUS MATERIALS AND CLEAN ALL EXPOSED SURFACES. PROPERTY AND ALL
b. NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL &NATURAL RESOURCES (NCDENR) ADMINISTRATIVE ADEQUATELY SHORED. IF ANY UNFORESEEN CONDITIONS ARE ENCOUNTERED WHICH REQUIRE DEVIATION . AT COMPLETION WORK THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS, TOOLS, EQUIPMENT, FENCES, ETC. TO AS GOOD OR BETTER THAN EXISTING CONDITIONS UNLESS OTHERWISE INDICATED. HEAVY RAIN, OPERATIONS SHALL NOT BE RESUMED UNTIL FIELD-TESTS BY THE ENGINEER INDICATE
RULES AND STANDARDS FROM THE CONTRACT DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE MACHINERY, AND SNO SEPARATE PAYMENT). THAT THE MOISTURE CONTENT AND DENSITY OF FILL ARE AS PREVIOUSLY SPECIFIED.
c. USDOT-FHWA'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (LATEST EDITION) ENGINEER. RIGHT-OF-WAYS SHALL BE LEFT IN A CONDITION EQUAL TO THAT AT THE BEGINNING OF WORK OR AS
d. ALL APPLICABLE INTERNATIONAL AND NATIONAL CODES. SPECIFIED IN THE PLANS. 33. CONTRACTOR SHALL REPLACE ALL SIGNS, MARKERS, ETC. DISTURBED DURING CONSTRUCTION 46. THE ACCEPTABLE ACCURACY FOR VERTICAL AND HORIZONTAL COMPLIANCE WITH THE DESIGN ON
13. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR TO ORIGINAL CONDITION, ANY AND ALL DAMAGE TO 19. THE ENGINEER SHALL BE NOTIFIED PRIOR TO CONSTRUCTION IF THERE ARE ANY DISCREPANCIES IN WITHIN 24 HOURS OF DISTURBANCE. PERMANENT ROAD SIGNAGE DISTURBED SHALL BE REPLACED THIS PLAN SHALL BE ACCORDING TO THE APPLICABLE INDUSTRY STANDARD SPECIFICATIONS FOR
2. THE CONTRACTOR SHALL NOTIFY ALL PERMITTING AGENCIES PRIOR THE START OF CONSTRUCTION. BUILDINGS, PAVEMENT AREAS, EQUIPMENT AND FURNISHINGS CAUSED DURING PERFORMANCE OF WORK PLANS OR EXISTING DATA. AFTER SUCH NOTIFICATION, WORK SHALL NOT PROCEED WITHOUT WRITTEN IMMEDIATELY AND IF NECESSARY ROADWAY SIGNS SHALL BE TEMPORARILY INSTALLED IN A LOCATION SITE CONSTRUCTION.
3. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES IN SUCH A MANNER AS TO CAUSE A COVERED BY THIS CONTRACT. PROPERTY IRONS, SIGNS, MAIL BOXES OR FENCES REMOVED OR PERMISSION FROM THE ENGINEER. CONSISTENT WITH THE NCMUTCD TO PROVIDE CONTINUOUS TRAFFIC AWARENESS OF ROADWAY 4TINFILTRATION BASIN CONSTRUCTION SEQUENCING
MINIMUM OF INCONVENIENCE TO THE PUBLIC AND MINIMIZE INTERFERENCE WITH NORMAL OPERATIONS OF DESTROYED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR TO
THE ADJACENT PROPERTIES. THE SATISFACTION OF THE ENGINEER/TOWN REPRESENTATIVE. 20. THE CONTRACTOR SHALL COORDINATE ALL UTILITY CONSTRUCTION WITH OTHER UTILITY COMPANIES AS CONDITIONS. A. THE DRAINAGE AREA TO THE BASIN SHOULD BE STABILIZED BEFORE CELL CONSTRUCTION BEGINS
4. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH LOCAL AUTHORITIES, OTHER CONTRACTORS REQUIRED TO ALLOW FOR A COMPLETE INSTALLATION. 34. CONTRACTOR SHALL PROVIDE SECURITY FENCING, AND ANY AND ALL OTHER MEASURES IN ORDER TO PREVENT CLOGGING.
A
AND AGENCIES WORKING WITHIN THE PROJECT LIMITS IN ORDER T O MINIMIZE DISRUPTIONS. 14. ALL EXCAVATED SOIL DEEMED UNSUITABLE FOR REUSE ON SITE SHALL BECOME THE PROPERTY THE 21. REMOVE TOPSOIL FOR ITS TOTAL DEPTH WITHIN THE LIMITS OF THE SLOPE LINE. UNLESS OTHERWISE CONTRACTOR DEEMS NECESSARY TO PROTECT EQUIPMENT AND MATERIALS STORED ON THE
CONTRACTOR. THE CONTRACTOR SHALL PLACE MATERIAL IN AREAS APPROVED BY THE ENGINEER AND B. FOR ROADWAYS DRAINING TO THE BASIN, THE SUBBASE COURSE (CRUSHER RUN)
5. THE CONTRACTOR SHALL INSPECT THE SITE PRIOR TO CONSTRUCTION TO BE AWARE OF ALL FIELD THE TOWN. FODIRECTED, STOCKPILE TOPSOIL AND USE IT ON THE PROJECT AS NEEDED. PROJECT. (NO SEPARATE PAYMENT). AND THE BASE COURSE LAYER OF ASPHALT NEED TO BE PLACE PRIOR TO BASIN CONSTRUCTION.
CONDITIONS AND SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE APPROPRIATE A 22. NO EXISTING MONUMENTS, BOUNDS, OR BENCHMARKS SHALL BE DISTURBED WITHOUT FIRST MAKING 35. CONTRACTOR SHALL SCHEDULE WORK AND MATERIAL DELIVERIES SO THAT STORED MATERIAL
AGENCIES. THE CONTRACT SHALL CONTACT NORTH CAROLINA ONE CALL CENTER AT LEAST 3 WORKING SPECIFICATIONNSS ANDPROVISIONS FOR RELOCATION. QUANTITIES ON THE JOB SITE SHALL BE MINIMIZED. B M
CONSTRUCTION SHALLLL MATERIALS SHALL BE GRADED AND COMPACTED IN ACCORDANCE WITH THE DIRECTED BY THE ENGINEER. EXCESS SUITABLE SOIL EXCAVATED DURING BE STOCKPILED FOR USE ON THE PROJECT OR DISPOSED OFOFF-SITEAS BASIN FINES GET WASHED INTO THE EXCAVATED CELL, THEY MUST BE REMOVED BEFORE BUILDING THE
IN ORDER TO RESTORE THE IN -SITU SOILS PERMEABILITY.
DAYS (72 HOURS) PRIOR TO ANY CONSTRUCTION ACTIVITY FOR UTILITY MARKOUTS. 23. EXISTING CONDITIONS SURVEY PERFORMED AUGUST, 2011 BY MID -EASTERN SURVEY ASSOCIATES, P.C. 36. CLEARING AND GRUBBING SHALL BE RESTRICTED TO PROJECT LIMITS ONLY.
6. THE INFORMATION SHOWN ON THE DRAWINGS CONCERNING TYPE AND LOCATION OF UNDERGROUND DIRECTED THE TOWN REPRESENTATIVE OR ENGINEER. THE CONTRACTOR SHALL NOT BE
L INCLUSIVE. ALLOWED TOO STOCKPILE MATERIALS OR EXCESS MATERIALS IN THE STREET RIGHT-OF-WAYS AT ANY 24, CURB CUTS AND DRIVEWAYS SHALL CONFORM TO THE TOWN OF NAGS HEAD STANDARDS AND ALL LOCAL 37. WHERE FILL IS TO BE PLACED, CARE SHOULD BE TAKEN THAT ANY EXISTING UNCOMPACTED SOILS BE
UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALINSIVE. THE CONTRACTOR SHALL BE TIME. THE CONTRACTOR SHALL PROVIDE A SUFFICIENT AND SUITABLE STOCKPILE AREA AND ORDINANCES. REMOVED AND THAT NATURAL GROUND SHALL BE SCARIFIED AT LEAST 6" AND COMPACTED AT LEAST
RESPONSIBLE FOR MAKING HIS OWN DETERMINATIONS TUNE TYPE AND LOCATION OF UNDERGROUND
UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. DAMAGE N EXISTING UTILITIES CAUSED LOCATION AT THE CONTRACTOR'S EXPENSE. 25. THE SAFETY OF FIELD PERSONNEL DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. 90% OF MAXIMUM DENSITY. FILL SOILS SHOULD BE COMPACTED AT LEAST 90%. PAVEMENT BASE
BY THE CONTRACTOR'S OPERATIONS SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR WITH ALL 15. ALL WASTE MATERIALS, DEBRIS, AND RUBBISH SHALL BE HAULED AND DISPOSED OF BY THE CONTRACTOR THE CONTRACTOR SHALL NOTIFY THE OWNER IF HE FEELS THAT ANY OF THE RECOMMENDED ACTIONS COURSE MATERIAL SHOULD BE COMPACTED AT LEAST 95%.
ADDITIONAL COSTS BORNE BY THE CONTRACTOR, AND TO THE SATISFACTION OF THE ENGINEER. AT AN OFF -SITE LOCATION. PRIOR TO DISPOSAL ON ANY OFF -SITE AREAS, THE CONTRACTOR SHALL NOTIFY CONTAINED HEREIN TO BE UNSAFE. 38. THE MATERIALS FOR THE FILL SHALL BE APPROVED BY THE ENGINEER BEFORE COMMENCEMENT OF
7. THE SUBSURFACE INFORMATION, AS PROVIDED, WAS OBTAINED FOR DESIGN PURPOSES AND MAY NOT BE THE TOWN REPRESENTATIVE/ ENGINEER OF THEIR INTENT. THE CONTRACTOR SHALL OBTAIN ALL 26. FINISH GRADE THE SITE AFTER STRUCTURES AND OTHER IMPROVEMENTS ARE INSTALLED, SUCH THAT GRADING OPERATIONS, OR THEIR IMPORT. LOSECTION AO "L��
A COMPLETE REPRESENTATION OF ACTUAL CONDITIONS FOR THE PROJECT CONSTRUCTION. RISKS REQUIRED PERMITS FOR DISPOSAL AREAS. SURFACE WATERS ARE DIRECTED AWAY FROM BUILDING FOUNDATIONS AND FILL SLOPES. THENCE, VIA 39 THE SELECTED FILL MATERIAL SHALL BE PLACED IN LAYERS WHICH WHEN COMPACTED SHALL ALLOW WHALEBONE BEACHES
RESULTING FROM USE OF INTERPRETATION OF THE INFORMATION RELEVANT TO UNDERGROUND UTILITIES 16. THE CONTRACTOR SHALL KEEP ALL SURFACES UTILIZED BY VEHICLES CONTINUOUSLY FREE OF DEBRIS. SURFACE SWALES AND/OR UNDERGROUND DRAINS, TOWARD AND INTO APPROVED DRAINAGE WAYS. ADEQUATE BONDING AND COMPACTION. HARMONY OBX, LLC
AND SOIL ELEVATIONS SHALL BE BORNE BY THE CONTRACTOR. WHERE REQUIRED, SURFACES SHALL BE WATERED TO PREVENT THE BLOWING OF DUST. 27. THE CONTRACTOR SHALL FIELD SURVEY AND VERIFY EXACT LOCATIONS OF ALL PROPERTY LINES WITH 40. WHEN MOISTURE CONTENT OF THE FILL MATERIAL IS BELOW THAT SPECIFIED BY THE SOILS D.B. 613, PG. 69 I z e <
e
8. THE CONTRACTOR SHALL PROTECT ALL TRENCHES OR HOLE OPENINGS AGAINST CAVING IN BY SUITABLE 17. THE CONTRACTOR SHALL KEEP THE PROJECT AREA CLEAN AND FREE OF DUST AND DEBRIS RESULTING RESPECT TO THE NEW PROPOSED WORK, TO CONFIRM COMPLIANCE WITH ALL REQUIRED SETBACKS. THE ENGINEER, WATER SHALL BE ADDED UNTIL THE MOISTURE CONTENT IS AS SPECIFIED TO ASSURE 7228 S. VIRGINIA DARE TRAIL.
SHORING, CAGES/BOXES, OR PROPER SLOPING AS DESCRIBED IN ALL APPLICABLE OSHA STANDARDS. ALL FROM HIS OWN OPERATIONS, DAILY CLEANUP THROUGHOUT THE JOB SITE SHALL BE NECESSARY AS THE CONTRACTOR SHALL ALSO FIELD SURVEY THE EXISTING GRADES AND TOPOGRAPHY WITH RESPECT TO THOROUGH BONDING DURING THE COMPACTION PROCESS. WHEN THE MOISTURE CONTENT OF THE <
SHORING DEEMED TO BE NECESSARY SHALL BE DESIGNED AND SEALED BY A REGISTERED ENGINEER AND CONTRACTOR PROGRESSES WITH HIS WORK, BUT EXTRA PRECAUTION IN CLEANUP SHALL BE MADE PRIOR THE NEW PROPOSED WORK TO CONFIRM COMPLIANCE WITH ALL REQUIRED HEIGHT LIMITS. THIS SURVEY FILL MATERIAL IS ABOVE THAT SPECIFIED BY THE SOILS ENGINEER, THE FILL MATERIAL SHALL BE
SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL WORK SHALL BE PERFORMED FIRST, AND PRIOR TO ANY OTHER WORK AND PRIOR TO ORDERING CONTRACTOR SHALL PROVIDE MEASURES TO WEEKENDS AND HOLIDAYS OR STOPPAGE OF WORK. WHERE CONTRACTOR CEASES WORK i-%
AERATED BY BLADING OR OTHER SATISFACTION METHODS UNTIL THE MOISTURE CONTENT IS AS I
DURING CONSTRUCTION TO SECURE THE SITE AND EXCAVATION FROM THE GENERAL PUBLIC AND OPERATIONS FOR A 72 HOUR PERIOD OR LONGER, SUCH AS HOLIDAYS, ETC., THE FOLLOWING SHALL MATERIALS. IF ANY DISCREPANCIES WITH THE APPROVED PLANS ARE DISCOVERED, NOTIFY THE ENGINEER
SPECIFIED.
COMPLY WITH ALL OSHA REGULATIONS. JOB SITE SAFETY IS THE EXCLUSIVE AND SOLE BE ACCOMPLISHED PRIOR TO THE WORK STOPPAGE. IMMEDIATELY.
AND SPREAD EVENLY, IT SHALL BE THOROUGHLY
MIXED AFTER EACH LAYER HAS BEEN PLACED, ,
RESPONSIBILITY OF THE CONTRACTOR. OPEN EXCAVATION LEFT UNATTENDED OR OVER NIGHT IS A. CONTRACTOR SHALL STORE ALL EQUIPMENT IN THE CONTRACTOR STAGING AREA OR OFF SITE. 28. VERIFY EXACT LOCATIONS OF ALL PROPERTY LINES, EASEMENTS, SETBACKS AND UTILITIES PRIOR TO ANY 41. .
COMPACTED TO A RELATIVE COMPACTION OF NOT LESS THAN 90 %
o
NOT ACCEPTABLE AND SHALL BE FILLED IMMEDIATELY. B. THE CONTRACTOR SHALL SWEEP ALL STREETS, PERFORM GENERAL CLEANUP AND SHALL WORK. 42. EXPANSIVE SOIL ENCOUNTERED IN CUT AREAS SHALL NOT BE PLACED WITHIN THE UPPER 2 FEET OF
9. THE CONTRACTOR SHALL PROVIDE FLAGMEN, WARNING SIGNS, AND BARRICADES IN COMPLIANCE WITH 29. ACCESS TO SITES SHALL BE BY PUBLIC RIGHT-OF-WAYS AND UTILITY EASEMENTS. OTHER ACCESS ANY FILLS. THE POTENTIAL EXPANSIVE SOILS MAY BE SPREAD THROUGHOUT THE LOWER PORTIONS
PERFORM MAINTENANCE ON ALL EXPOSED PATCHES.
THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) ISSUED BY THE UNITED STATES LOCATIONS REQUIRED SHALL BE SECURED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO
PERFORM DUST CONTROL BY WATERING DAILY OR AS DIRECTED BY THE ENGINEER.
DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, ISSUE OF 2003 EDITION WITH C. THE TOWN. OF THE FILLS.
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BASIN BOTTOM ELEV.:3.50'
BERM ELEV.: 5.0'
OVERFLOW ELEV.: 4.75' SEE
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SEE ` A ( ) $ 72 ° 00'00" W 182.26'
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DROP INLET#6 M e ,
O - `H LOT 21-22 BLK. 10i
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30'8 HDPE PIPE ELEV. ' N SECTION A y
O 5 - W/31 HV SIDESLOPE 9
ti p V INVVN. 0.92' - , ' WHALEBONE BEACHES
�. , BASIN TOP ELEV.:4.90 ° a
Iv INV.'OUT 092' DUNEBURGER INC.
\ \ (SEE DETAIL) o , BASIN BOTTOM AIL) 3.40' , r 5 D.B. 1100, PG. 573
V (SEE DETAIL) ! ' 7 ✓ a ;
m ` 73045. VIRGIN IA DARE TRAIL. \ ! \
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$ 72°0000 W 197.25 83 LF. OF 30"0 HOPE PIPE S 71'38'35' W l48.48
INV.
SLOPEE 0.1S - (SEE DETAIL)
--� -
LOT 47A ELK. 10 i
LOTS 3 & 4, PT 5 SECTION A
EBONE BE ) _i
BLOCK. 11A WHALEBONE BE %
WHALEBONE BEACHES REVISED o MICHAEL C. OLSON
HEARTLAND DELAWARE, INC. w IX.MUL9ErO.TURPO °
73G8 S. VIRGINIA DARE TRAIL. FMMEO ILINGCSTURe Dry �-
73285 GRIND R1E RNL. I Z) I � - 4 < a ° GRAPHIC SCALE
�° _ < < • ` a , 20 0 10 20 40 80
a
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( IN FEET )
1 inch = 20 ft.

SITE NOTES
1. PROPERTY COVERAGE
PROJECT AREA: 65,649± SF (1.51± AC)
BUILDING = 960± SF (0.02± AC)
ASPHALT = 12,281± SF (0.28±AC)
CONCRETE WALKS/CURBS = 2,669± SF (0.06± AC)
PERMEABLE PAVERS(TURFSTONE) = 11,789± SF (0.27± AC)
-----------------------
TOTAL IMPERVIOUS AREA = 27,669± SF (0.64±AC) 42.2%
----------------------
PERVIOUS SAND VOLLEYBALL COURTS = 2,756± SF (0.06± AC)
PERVIOUS HORSESHOE PITS = 2,028± SF (0.05± AC)
PERVIOUS BOCCI COURTS = 1,000±SF (0.02±AC)
---------- ---------
OFF-SITE IMPERVIOUS IMPROVEMENTS:
CONCRETE WALKS/CURBS = 742 SF (0.02± AC)
2. PARKING REQUIRED:
DESCRIPTION: PUBLIC RECREATIONAL PARKING
REQUIREMENT: USE NOT CURRENTLY REGULATED
PARKING INDICATED: 10'x18' VISITOR SPACES= 70
HANDICAP ACCESSIBLE:
STANDARD SPACES = 2
VAN ACCESSIBLE SPACES = 1
-------------------
TOTAL = 73
3. ALL APPLICABLE PERMITS WILL BE SECURED PRIOR TO ISSUANCE OF A
BUILDING PERMIT OR COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES.
4. SIGNAGE WILL CONFORM TO SECTION 48-284 OF THE TOWN OF NAGS HEAD ZONING
ORDINANCE.
��
I
i
i
LOT A, BLK. 10
SECTION A
WHALEBONE BEACHES
HARMONY OBX, LLC
D.B. 613, PG. 69
7228 S. VIRGINIA DARE TRAIL.
ayF
EX. SSTORY WOOD
FRAMED STRUCTURE ON
PILINGS
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END CONC. °
CIY. SIDEWALK, CUR
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CURB/SIDEWALK PROPOSED
SECTION STANDARD
HANDICAP RAMP,
OhF (SEE DETAIL)
f \ '
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R32'
( o / PROPOSED
PEDESTRIAN
% CROSSING,
(SEE INSET)
m / PROPOSED 6'
WIDE CONC.
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(SEE DETAIL)
0
/\ PROPOSED 2'
ONO / .;/. ^'�;, /J` . \' \/ !✓,.\/ L i f. `^\i/� '�\;\//..;��/<\v� �\ % \.,\., ,\ \ \ \ \ \�/ \ n GUTTER, (SEE
DETAIL
MULTIPLE LOTS
PARTIAL AKA 18, & LOTS
( /
BLK. SO BLKLK 11,
LOT 1 ELK 11A
�� , BEGIN
w / / SECTIONWHALEBONE BEACHES SIDEWALK ALKTa C/
STATE OF NORTH CAROLINA /� - �I oT 74 F
STANDARD
D.B. 1792, PG. 249 HANDICAP RAM ��•
72345. VIRGINIA DARE TRAIL. 54. T.J. 9 -53_ H(SEE DETAIL)P
i0
__ _. BTEMPOR TEEGIN MPORARY D.'�. °.66
1�<•—<;>;A ;A..T\;j,. A./v���;.0.. / <.���Z;P '('�<�/��L PROPOSED CURB 1
--•T� ��j- 7 1
T" ; /.. �� P rtl 445 �'\ TAPER, (SEE DETAIL) /
/ - - - _ _ v' f �.A <;., A�/A / 'VV';A�/}�!J� T A :/ �>`, I:�.<'; P, �V / J. vJ. `i� V/,, ��, CONSTRUCTION
TEMPORARY S. A C v�j �'C; `../ °. ��/�/ ,�/>./T' ;.` �>, %�. /r` .\�/v 'T�.: J../ Ae. ,�. :lEND 5'WIOEv/^i �` lam/' �`T V -� N_--
CONSTRUCTION /i "� ,;� `= �> \ �A'rY �/ A� >=/A / EASEMENT BEG&GUTTE CURB
EXISTING
\� %�_� f e �, i�l:. n</T / C- A /T; ��� &GUTTER, PEDESTRIAN
EASEMENT \ \ - _ -- -_ -- _ -- PROPOSED CURB SECTION 0 RELOCATED)
E
262.5' PEDESTRIAN
TRANSITION TO EX. ROSSWAK, (TO B
DECONI
PROPOSED 5 ED
" — — — _ — — — — — v T C SIDEWALK CROSSWALK, (SEE TFe
5i �� N72°00'00"E486.11' \A F�F— (SEE DETAIL) DETAIL) PROPOSED
�; BEGIN 1' WIDE STANDARD
/- ' PROPOSED DOING. w - PROPOSED a5 'C. E GU HA PROPOSEDCURBTAPER,
• � - ND CONC. CURB & /
END 1'WIDE CURBSTOP,TYP. 6 5EICAPE BUFF GUTTER ` CONCRETE BORDER `� RETENTION BASIN - LAN ER ENDCONC.CURS&'`. -BEGIN CONO.CURB - \
BEGIN CONC. CURB (SEE DETAIL) �' 1 GUTTER & GUTTER (SEE DETAIL)
I
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FMED STRUCTURE ON
PILINGS
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5. ALL UTILITIES SHALL BE PLACED UNDERGROUND. THE LOCATION OF
WATER SERVICE SHALL BE APPROVED BY THE UTILITY COMPANY
AND VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
6. LOCATIONS OF EXISTING UTILITIES INDICATED ARE APPROXIMATE. VERIFY THE
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES PRIOR
TO BEGINNING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL ALSO CALL
ULOCO AT 1-800-832-4949, BEFORE DIGGING, FOR VERIFICATION.
7. EXISTING VEGETATION TO PRESERVED WHERE PRACTICABLE.
8. BUFFERYARD REQUIREMENTS:
FRONT: TYPE "C" (5' MIN. WIDTH)
SIDE: TYPE "C" (5' MIN. WIDTH)
REAR: TYPE "C" (5' MIN. WIDTH)
PROVIDED BUFFERYARD:
FRONT: TYPE "C" (5' MIN. WIDTH)
-------------------- ------ --------------------------------
SIDE: TYPE „C"(5'MIN. WIDTH)
REAR: TYPE „C" (5' MIN. WIDTH) - - - - - - - - - - -
9. SITE LANDSCAPING REQUIREMENTS: 65,649 SF x 15%= 9,848 SF
SITE LANDSCAPING PROVIDED:FRONT & SIDE YARD LANDSCAPING REQ'D: 9,848 SF x
GAPING PROVIDED: 50% = 4,924 SF _
FRONT &SIDE YARD LA
INV • 0.96' W/ OUTLET
TO UNNAMED
TRIBUTARY
R<5 C..T - 3. v
END CONC.
SIDEWALK
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` PROPOSED 3 d ?.`
PR' BEGIN C INC. CURB 0�
STANDARD PROPOSED &
GUTTER BEGIN CONC. PROPOSED CURB&
PROPOSED IO WID C 5 HANDICAP DETAIL)
DETAIL)) _-I RETENTION ON BASIN SIDEWALK,
PROPOSED TURNAROUND ASPHALLTT DRIVE o (SEE DETAIy SIDEWALK GUTTER, (SEE PROPOSED ,} SIDEWALK, /
CONCRETE REMOVABLE o SPACE PROPOSED
SIDEWALK, (SEE AISLE _ (SEE DETAIL) /
PROPOSED
DETAIL) PROPOSED CURB Pha� 8.0' �—� 5.0' �— / a� 0 " PARKI�P)ACES, 10 ) o-b TURNAROUND
S
BOLLARD,(SEE 0 9
TAPER ,.✓ ",� i �.: -� ,�, �... ,,..._� .,� L,!. ,� �,:, Y �,^ ,i,: ,',�\� H y v,i - �., ✓.'� r✓'.i Q NDSICAPE BUFFER
/
' _ ' PROPOSED 2'
5' WIDE TYPE "C 73 72 71 9-': 68 / �]' � � �,1 ' , 62 -9'1 � �Y i 59' -53� ��`�' %�"a �95' ` ' .�i4' � 63�/. 5`�Y �• s�k,' �bQ'.�. �l�a `✓�. i/ 4 +,1a '. A�, i�6
I CONC. CURB &
LANDSCAPEBUFFER Q ' '
':�\ . GUTTER SEE
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PROPOSED CUB 1J✓' '
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,r\ ` � ! ✓, � � , � DETAIL
TAPER '✓ a '\ ✓ � )
END GONG. CURB &
GUTTER —r
7 PROPOSED
HANDICAP PARKING PROPOSED
SPACES REMOVABLE /
END 1' WIDE \ SOLLARD, (SEE '.�� PROPOSED / < $ 72°00'00' W 132.26' / BEGIN V WIDE
CONCRETE BORDER PROPOSED DETAIL) i� RETENTION BASIN i CONCRETE BORDER`S
HANDICAP SIGN, _
(TYP.) PROPOSED 10 WIDE {'
CONCRETE
SIDEWALK, (SEE /
DETAIL) /\ J'V /V /�. _ i!
'HARDWOOD
24
\
SAND VOLLEYBALL
PROPOSED
COURT
V RESTROOM
\
\ FACILITIES
\
W/SHELTER (TO BE
'-
OUTFITTED W/RAIN
\40
PROPOSED 4'WIDE
BARRELS/CISTERNS,
\
CONCRETE
OVERFLOW
SIDE
DIRECTED TO
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V INFILTRATION BASIN)
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MULCH TRAIL
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LOT 21-22 BLK. 10
Y SECTION A
/
WHALEBONE BEACHES
t
DUNEBURGER INC.
D.H. 1100, PG. 573
-
7304 S. VIRGINIA DARE TRAIL.
v
\
S73°31'35"W
J
a.1-STOW STRUCTURE
10.93'
j
i
\ ONSIABONGRADE
PROPOSED 4 WIDE
\ CONCRETE SIDEWALK,
DETAIL) ) 1
_ i EX. ISTORY STRUCTURE �V�
O Y ON SLAB ON GRADE
3 HARDWOOD SANG HORSESHOE SAND HORSESHOE \ 1
MULCH TRAIL �� PIT L_ PIT 1 Ood
� f SON SLAB ON GRADERE I� �� <V
5 WIDE TYPE C'
LANDSCAPE BUFFER �
4.
_ •� . C 1.3' OF ,LIN•
S 72°00'00" W 197.25'
JCONC
SIDEWALK F
LO7S3&4, PT5:'
I
N
BLOCK. ILA
WHALEBONE BEACHES REVISED
c
HEARTLAND DELAWARE, INC.
L1J
D.B. 1432, PG. 414
I :D
7326 S. VIRGINIA DARE TRAIL.
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s
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S 71°38'35" W 148.48' -
LOT 47A BLK. 30
SECTION A
WHALEBONE BEACHES
MICHAEL C. OLSON
P.C. E, SL. 50
7308 S. VIRGINIA DARE TRAIL.
PILINGS
20
h9P
GRAPHIC SCALE
10 20 40
( IN FEET )
1 inch = 20 ft.
MA