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1 OW6. 12 EMPLOYEE WAREHOUSE OPERATION x 25 GPD EMPLOYEE = 300 GPD
. A) DESIGN FL / _ z a
I Z ^ - B LONG TERRA APPLICATION RATE (LTAR): 1.0 GPD /SF
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1 1 1 D) GRAVITY SEWER: 4 SCH 40 PVC 0 1.0% MIN. �. S G
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• NTH - SATTERFIELD LANDING ROAD (so' R /w) 24'
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! i J r^,, ....?t si -'i ;,�sa NSF' sd ,•: -,'t'e _- +n:� a - -';i -.tsiir 4. . i-: +$. t_ •, SIDEWALK: 133 SF
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WHEEL STOP 1) -" i':::4t : ;T ``,i4'K,�t: _ �'44.°:.,w MAIN
1 _ _ - - TOTAL.. 2 17 SF
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t : i ,K° : -� ; < < }. F . n r, p , a.�= :. -M- � PARKING / DRIVE- AISLES: 8,030 SF
' - r�� y' . - •- -� 16,836 S.E. WAREHOUSE EACI LI TY
f �5 r y �a�z ^:y �..�r` i:,p: �{ g. -Y:.M. PROPOSED
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-,. . . . _ __ W HANDRAIL 9 _ f2 PERMEABLE AREA: 25X MAX (13,176 SF) 15.2X (8,030 SF)
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13. THIS PROPERTY IS LOCATED IN FLOOD ZONE X PER FEMA FIRM PANEL # 375356 002 E
(SUBJECT TO CHANGE BY FEMA)
14. PROJECT SCOPE: THIS PLAN PROPOSES THE CONSTRUC110N OF AN 16,836 SF
CANVAS, FABRIC, AND UPHOLSTERY FABRICATION AND WAREHOUSE OPERATION
WITH ASSOCIATED PARKING AND UTILITY IMPROVEMENTS ON A 1.246 AC. PARCEL
OF LAND ON SATTERFlELD LANDING ROAD.
15. THERE ARE NO DESIGNATED "404' WETLANDS MAPPED ON THIS SITE.
16. THE PROPOSED SEPTIC SYSTEM FOR THIS SITE WILL BE LOCATED
APPROXIMATELY 988' FROM THE FRESH POND.
THE PROPOSED BUILDING FOR THIS SITE WILL BE LOCATED
APPROXIMATELY 947" FROM THE FRESH POND.
17. THE PROPOSED BUILDING WILL BE LOCATED APPROXIMATELY 682' FROM THE
RIGHT -OF -WAY OF U.S. 158. THEREFORE, THIS BUILDING IS IN CONFORMANCE WITH
SECTION 22 -118 OF THE TOWN OF NAGS HEAD CODE OF ORDINANCES.
18. THE SITE IS FLANKED BY TWO EXISTING FIRE HYDRANTS LOCATED WITHIN THE
RIGHT -OF -WAY OF SATtERFlELD LANDING ROAD. THESE HYDRANTS ARE LOCATED
APPROXIMATELY 143 FT TO THE EAST AND APPROXIMATELY 133 FT TO THE WEST
OF THE PROPOSED BUILDING (485 FT SPACING BETWEEN THE HYDRANTS). I
BY VIRTUE OF THE DISTANCES OUTLINED ABOVE, THE PROPOSED SITE IS IN ��
COMPLIANCE WITH SECTION 22- 353(e)5 OF THE TOWN OF NAGS HEAD �O
CODE OF ORDINANCES. �
19. MAXIMUM BUILDING HEIGHT IS 35 FEET. � P� 1 I 14��
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20. RECOMBINATION REQUIRED PRIOR TO ISSUANCE OF BUILDING PERMIT. J �P� q?bN%
21. RETAIL ACTIVITIES ARE PROHIBITED AT THIS SITE. �R. 0
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22. SITE WILL BE LIGHTED IN ACCORDANCE WITH SECTION 22 -255 NC DENR
(TOWN OF NAGS HEAD LIGHTING ORDINANCE).
,JP - "' 2008
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23. ALL U11UT1ES ARE TO BE PLACED U /G.
MANAGEM
24. SITE SHALL BE BUFFERED IN ACCORDANCE WITH ARTICLE 9 COASTAL EI(z��C�� EW.
AND MAINTAINED IN ACCORDANCE MATH 22 -406.
25. THIS PLAN COMPLIES WITH VOLUME 1C OF THE NC BUILDING CODE.
26. ANY LIGHTS PROPOSED AT LOADING BERTHS OR MAIN ENTRANCE MUST BE FULLY SHIELDED.
27. PLANTINGS WITHIN BUFFER YARD TYPE C TO BE YEDDO RAPHIOLEPIS (INDIAN
HAWTHORNE) O 5' O.C. PLANTS TO BE 1' CALI, 3 FT HT. AND TO BE
MAINTAINED AT A MAX. HEIGHT OF 39 WITHIN THE SIGHT TRIANGLE.
28. THE BUILDING SHALL BE SPRINKLER PROTECTED AS REQUIRED O
BY THE NC STATE BUILDING CODE.
29. PRIOR TO LAND DISTURBANCE, A TOWN APPROVED SOIL EROSION AND
SEDIMENTATION CONTROL PLAN IS REQUIRED.
30. THE ENTIRE SITE WILL BE IN FULL COMPLIANCE WITH ALL APPLICABLE NFPA
REGULATIONS PERTAINING TO FIRE PROTECTION AND VOLUME 5 OF THE
NC STATE BUILDING CODE.
31. PRIOR TO ISSUANCE OF A BUILDING PERMIT ALL PROPOSED BUILDING PLANS SHALL BE
APPROVED IN WRITING BY THE FIRE DEPARTMENT TO CONFIRM COMPLIANCE WITH
APPLICABLE NFPA REGULA710NS AND VOLUME 5 OF THE NC STATE BUILDING CODE
32. APPROVAL OF THIS PLAN ESTABLISHES A VESTED RIGHT UNDER NCGS 160A- 385.1.
UNLESS TERMINATED AT AN EARLJER DATE, THE VESTED RIGHT SHALL
BE VALID UNTIL JULY 59 2002.
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14. PROJECT SCOPE: THIS PLAN PROPOSES THE CONSTRUC110N OF AN 16,836 SF
CANVAS, FABRIC, AND UPHOLSTERY FABRICATION AND WAREHOUSE OPERATION
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OF LAND ON SATTERFlELD LANDING ROAD.
15. THERE ARE NO DESIGNATED "404' WETLANDS MAPPED ON THIS SITE.
16. THE PROPOSED SEPTIC SYSTEM FOR THIS SITE WILL BE LOCATED
APPROXIMATELY 988' FROM THE FRESH POND.
THE PROPOSED BUILDING FOR THIS SITE WILL BE LOCATED
APPROXIMATELY 947" FROM THE FRESH POND.
17. THE PROPOSED BUILDING WILL BE LOCATED APPROXIMATELY 682' FROM THE
RIGHT -OF -WAY OF U.S. 158. THEREFORE, THIS BUILDING IS IN CONFORMANCE WITH
SECTION 22 -118 OF THE TOWN OF NAGS HEAD CODE OF ORDINANCES.
18. THE SITE IS FLANKED BY TWO EXISTING FIRE HYDRANTS LOCATED WITHIN THE
RIGHT -OF -WAY OF SATtERFlELD LANDING ROAD. THESE HYDRANTS ARE LOCATED
APPROXIMATELY 143 FT TO THE EAST AND APPROXIMATELY 133 FT TO THE WEST
OF THE PROPOSED BUILDING (485 FT SPACING BETWEEN THE HYDRANTS). I
BY VIRTUE OF THE DISTANCES OUTLINED ABOVE, THE PROPOSED SITE IS IN ��
COMPLIANCE WITH SECTION 22- 353(e)5 OF THE TOWN OF NAGS HEAD �O
CODE OF ORDINANCES. �
19. MAXIMUM BUILDING HEIGHT IS 35 FEET. � P� 1 I 14��
.r
20. RECOMBINATION REQUIRED PRIOR TO ISSUANCE OF BUILDING PERMIT. J �P� q?bN%
21. RETAIL ACTIVITIES ARE PROHIBITED AT THIS SITE. �R. 0
D
22. SITE WILL BE LIGHTED IN ACCORDANCE WITH SECTION 22 -255 NC DENR
(TOWN OF NAGS HEAD LIGHTING ORDINANCE).
,JP - "' 2008
,_i 1
23. ALL U11UT1ES ARE TO BE PLACED U /G.
MANAGEM
24. SITE SHALL BE BUFFERED IN ACCORDANCE WITH ARTICLE 9 COASTAL EI(z��C�� EW.
AND MAINTAINED IN ACCORDANCE MATH 22 -406.
25. THIS PLAN COMPLIES WITH VOLUME 1C OF THE NC BUILDING CODE.
26. ANY LIGHTS PROPOSED AT LOADING BERTHS OR MAIN ENTRANCE MUST BE FULLY SHIELDED.
27. PLANTINGS WITHIN BUFFER YARD TYPE C TO BE YEDDO RAPHIOLEPIS (INDIAN
HAWTHORNE) O 5' O.C. PLANTS TO BE 1' CALI, 3 FT HT. AND TO BE
MAINTAINED AT A MAX. HEIGHT OF 39 WITHIN THE SIGHT TRIANGLE.
28. THE BUILDING SHALL BE SPRINKLER PROTECTED AS REQUIRED O
BY THE NC STATE BUILDING CODE.
29. PRIOR TO LAND DISTURBANCE, A TOWN APPROVED SOIL EROSION AND
SEDIMENTATION CONTROL PLAN IS REQUIRED.
30. THE ENTIRE SITE WILL BE IN FULL COMPLIANCE WITH ALL APPLICABLE NFPA
REGULATIONS PERTAINING TO FIRE PROTECTION AND VOLUME 5 OF THE
NC STATE BUILDING CODE.
31. PRIOR TO ISSUANCE OF A BUILDING PERMIT ALL PROPOSED BUILDING PLANS SHALL BE
APPROVED IN WRITING BY THE FIRE DEPARTMENT TO CONFIRM COMPLIANCE WITH
APPLICABLE NFPA REGULA710NS AND VOLUME 5 OF THE NC STATE BUILDING CODE
32. APPROVAL OF THIS PLAN ESTABLISHES A VESTED RIGHT UNDER NCGS 160A- 385.1.
UNLESS TERMINATED AT AN EARLJER DATE, THE VESTED RIGHT SHALL
BE VALID UNTIL JULY 59 2002.
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DESIGNED BY
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.......................... ........ ..............
• CONSTRUCT 'DRIVEWAY ENTRANCE' AS PER ............................. ..............'.'...'.'.'.'
........................... ........................ . ... .
• •EXISTING .. PROPOSED UTILITIES, • ' ' ' •THE TOWN OF NAGS HEAD TYPICAL D TAI .. .. ..... .... . .
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PROPERTY IDENTIFICATION• PIN NO. 9893 -17 -11 -0355
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• SUBDIVISION
INV. = Ilb�
. • •i EXIST. SIAFII�E LOT 4A CHARLES L. SINEATH
- _ ... .. .. v-T Gow�Gnow r� �y 4 N4... FIELD LANDING ROAD
• EXISTING 2-W _
' 223 BATTER
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N C 279 59
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BOOK PAGE 1461
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"See"
• • • • • • • • • • • • • • • PROPOSED - ;i3'.'�. ,i,;r �,, P .t r` �.•. `!r. r' / 63
PROPOSED - �••
3x800 oq•ft. OFFICE SPAM INSTALL TWO ADDITIONAL DRAINFIELD
11,012 sq.fL WAREHOUSE SPACE
LINES FOR A TOTAL OF 4--55 FT. DRAIN- •
4. ZONE• COMMERCIAL (C3)
�'_ • ....................... FIELD LINES PLACED ON 3' CENTERS ?
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1_ _ L 5. PROPOSED USE: REAL ESTATE RENTAL MANAGEMENT FACILTY
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54, 317 s . ft. - 1.25
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G�S6/�i0�4 _ .. ... '.'.'.'. >: - --•1 6. PARCEL AREA: q
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AEC 52 707 F
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RENOVATE �::� . }..: -:i:: :L �-- w v,�,- PERMEABLE PAVER SURFACE 25�
_ _ _ _. _ _ ..... .... _� tr -,:: _ _ EXISTING 16 836 ft. WARE k �. 13176
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59'
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� 23,718 sq. ft
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_. .. . .. ... . t.r�• tr_. .tar.••► _. .. :.. - : :.- .: :.-� . BASIN F ..... .. .. _ - - .. .._.. .. .._.... - _ - � 9 FLOOD ZONE: X (PER FEMA FIRM PANEL NO. 372098 9300 J)
• x x x x. x S ECT TO CHANGE BY FEMA.
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10. WASTEWATER TREATMENT SYSTEM:
A) - CTIO TREATMENT AND CONVENTIONAL (GRAVITY) A ON SITE COLLE N
.. DESIGN
5 62'O7V 4' N q i.�
'V4titi�' \rti�xl.'45:47 s:; : •,. .: -.::. r :c - -� , - xi ?!5i:4,+;;'i:ri;4ii. +�..r -.'.S3 _ .y- _f�•e- :::_.-
FLOW: 475 GPD
6 1) REAL ESTATE OFFICE: 17 emp. x 25 GPD /emp• = 425 GPD
REPLACE EXISTING DETERIORATED q- PROPOSED 6 TALL OPAQUE � 2) WAREHOUSE: 2 ernp. x 25 GPD /emp• = 50 GPD
DUMPSTER SCREEN WITH NEW WOOD PRIVACY FENCE
DUMPSTER SCREEN C) LONG TERM APPLICATION RATE (LTAR)- 1.2 GPD /SF
PARGFir AOSf 47AGV Pr4RGF3.e Gti0`.�647GiQ8
D) SEPTIC TANK: 19000 GAL. COASTAL READY -MIX, STB -913
OAPEZ P/Nr 0017007V PIN, g0VfN 200 E) GRAVITY SEWER: 4" SCH 40 PVC 0 1.0% MIN.
TO#IV OF /Yi4t55 WAD OWE Kl145, PAZ H
F) DRAINFIELD: 4 -55 LF 4" DIA. CORRUGATED PLASTIC TUBING 0 3' O.C.
17M 7 DA7Pi 0612611001 O/'#f R 2: K/N6, PA7R1GIr4 N
Of BK11 & 1374170 DfW DATE, 1012412002
TCW R 5 :REA 7 7O PARK BK49& 14577/3/7 11. DISTANCE FROM DRAINFIELD TO GRAVEL TRENCH - 50'
VACANTLA1V DISTANCE FROM DRAINFIELD TO INFILTRATION BASIN = 86'
12. BOUNDARY AND TOPOGRPHICAL INFORMATION SHOWN ON THIS PLAN IS BASED
ON A SURVEY BY SEABOARD SURVEYING 8c PLANNING, INC DATED 5/12/00
LEGEND AND PREVIOUS PROPOSED SITE PLAN BY QUIBLE & ASSOCIATES, P.C. DATED
12/18/02.
...: .:......::.........:.:.........
...... ........:.
...... ....:.::.:::..:..:::::.........
' • ' • • • • EXISTING ASPHALT PAVEMENT PROPOSED ASPHALT PAVEMENT 13.
THIS PLAN SHEET TO BE UTILIZED FOR SITE LAYOUT AND ON -SITE SEWER
CONSTRUCTION ONLY. FOR SPECIFIC
ENGINEERED DESIGN, SEE SEPARATE
CONSTRUCTION DOCUMENTS INCLUDING SEPARATE GRADING, EROSION
EXISTING TURFSTONE PAVERS PROPOSED TURFSTONE PAVERS CONTROL, AND LIGHTING PLANS.
r
PA RCa l 0054 CW 14. THERE ARE NO 404 WETLANDS ON THIS PROPERTY.
0 EX. IRON PIPE Lr,;,.:, r�:;.,lA If::: `EFlr, P1N, 8631771334b
PROPOSED INFILTRATION TRENCH
old KS1Y, MIGNA�L hf 15. EXISTING BUILDING H 7HANGED EIGHT AND APPEARAN DiW DAM 12/I CE TO REMAIN �� BYE
.. [� X. CONC. MON. . � .. DfW 5� 1M6/a5 APPLICATION.
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{
ASPHALT
(TO BE INSTALLED
PRIOR TO TURFSTONE)
PAVEMENT BASE
(DIMENSION MAY VARY BASED
ON MANUFACTURER. SEE
MANUFACTURERS SPECIFICATIONS
FOR ACTUAL PAVER THICKNESS)
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
1" THICK COMPACTED
SAND BEDDING COURSE
OPEN FACED
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TOP TURFSTONE
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BOTTOM GRAVEL OMPACTED SAND BOTTOM GRAVEL
BASE (989 PROCTOR MIN. WOVEN (WASHED STONE)
COMPACTION) GEOTEXTILE BASE
FABRIC
GEOTEXTILE FABRIC SHEETS SHOULD
WASHED STONE BASE TO CONSIST OF OVERLAP 1' MIN. AT EACH SEAM.
NOTE: USE OF THIS DETAIL MUST BE IN ACCORDANCE
WITH THE "GUIDELINES FOR USAGE" IN THE NAGS HEAD
RECOMMENDED STANDARD DETAIL MANUAL THIS DETAIL
REVISION IS VAUD FOR NOT MORE THAN TWO (2) YEARS
FROM THE MOST RECENT DATE OF ADOPTION OR UNTIL
SUPERSEDED BY REVISION, WHICHEVER IS SOONER.
8 MIN. THICKNESS FOR TURFSTONE
OUTSIDE OF INFILTRATION TRENCH
AREA.
GRAVEL BASE (STORAGE LAYER)
TO HAVE 24" MIN. THICKNESS
WITHIN INFILTRATION TRENCH AREA
SAS SHOWN ON THE PLANS)
,BOTTOM GRAVEL BASE 0 EL. 10.5)
RAVEL BASE FOR ALL TURFSTONE
AREAS SHALL CONFORM TO THE
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SI VE WASSING
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1.0" 959( ±59)
0.5" 459( ±59)
No.4 <59
; OMPACTED STONE TO HAVE 409
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TURFSTONE PAVING DETAIL
N.T.S.
A ASPHALT
PAVEMENT
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SECTION A —A
SMALL PARKING LOT
DRIVEWAY CONFIGURATION,
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N.T.S.
DRAWING .FILE: P07051— BASE.dwg
PLOT SCALE: 1 :1
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ALL DRAINFIELD AND REPAIR AREAS SHALL BE SEEDED AND MULCHED
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WIDTH VARIES TOP OF WHEEL STOP
SEE PLAN
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Nol CONCRETE WHEEL STOP (TYP)
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