20080159 Ver 1_DCM Permit_20080317

Q,?F D%8 o}S°I
Permit Class Permit Number
NEW 37-08
STATE OF NORTH CAROLINA
Department of Environment and Natural Resour
and ®?A
Coastal Resources Commission
MAIR
ermit 1
,
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
Excavation and/or filling pursuant to NCGS 113-229
Issued to Village Realty, PO Box 1807, Nags Head, NC 27959
Authorizing development in Dare County at adi. to the fresh pond surface water supply watershed
223 Satterfield Landing Rd Nags Head , as requested in the permittee's application dated 12/5/07. including the
attached workplan drawings (3) 1 dated "revised 9/1/00" and sheets 1 and 2 of 2 dated "revised 12/4/07"
This permit, issued on March 10, 2008 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be, subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Upland Development
1) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the above referenced property, including but not limited to the
installation of two additional wastewater trenches, increasing the wastewater treatment capabilities of
the existing permitted system from 300 gallons to 475 gallons, renovations to the existing building
resulting in a reduction of the building footprint, the addition of Turfstone parking, an asphalt access,
and the infiltration trench located underneath the authorized Turfstone parking, all as expressly and
specifically set forth in the attached permit application and workplan drawings. Any additional land
disturbing activities and/or construction may require a modification of this permit. Contact a Division
of Coastal Management representative at [phone] for this determination.
(See attached sheet for Additional Conditions)
1 nis permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit shall be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work shall cease when the permit expires on
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
James regson, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
December 31, 2011
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signature of Permittee
Village Realty
ADDITIONAL CONDITIONS
Sedimentation and Erosion Control
Permit # 37-08
Page 2 of 2
2) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
3) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain erosion
within thirty days of project completion.
Stormwater Management
4) The N.C. Division of Water Quality approved this project under stormwater management rules of the
Environmental Management Commission under a modification to Stormwater Permit No. SW7000713
on 1/10/08. Any violation of the permit approved by the DWQ shall be considered a violation of this
CAMA permit.
General
5) No open water areas or vegetated wetlands shall be excavated or filled, even temporarily.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No. SAW-
2008-00660.
i i
I i _
~ ~ i i - PGR~,S 2 ATLANTIC.
I OCEAN
i I NEW WASTEWATER SYSTEM DESIGN PARAMETERS: ~I i _ o OG~C~ C~
~ ~ ~ A) DESIGN FLOW: 12 EMPLOYEE WAREHOUSE OPERATION x 25 GPD /EMPLOYEE = 300 GPD = 300 GPD ~i~i ~ a Z
Z ! - B LONG TERM APPLICATION RATE (LTAR): 1.0 GPD/SF 3 }
i W ~ ! ~ C) SEPTIC TANK: 1,000 GAL. COASTAL READY-MIX, STB-913 F
~ i i R: 4" SCH 40 PVC ®1.0% MIN. i ,Q " I D) GRAVITY SEWS o ~ E) DRAINFlELD: 2- 55 LF 4" DIA. CORRUGATED PLASTIC TUBING ®9' O.C. ~g~ g ~
I ~ ~ ~ -
i ~ ~ SED DESIGN FLOW 300 GPD DOES NOT EXCEED THE ALL NOTE: PROPO ( )
- DESIGN FLOW OF 480 GPD (4 - BR RESIDENCE EQUIVALENT}. • ~ SPO~~v ~ o°o~~P , v~,,~~~ Z
~ J
FRS ~ a : v i, ~ ~ U U1N ~e ~ ~ La.
- I
I 1 .5 ~ _ ti~ 9 0,,, N ~,,o v
SITE ~ ~'o W -
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~ , I I PROPOSED BUFFER YARD EXTEND f ROPOSED BUFFER PLANTINGS ~ 0 ~ TYPE "C" IN ACCORDANCE WITH
AROUND ENTRANCE AS SHOWN TO PROVIDE _
VISUAL BARRIER (TO PREVENT VEHICULAR w w ARTICLE IX OF THE TOWN OF NAGS USE OF ADJACENT OPEN SPACE). o' p HEAD CODE OF ORDINANCES. VICI N TTY MAP °~WN~ JAW
i N-N ti ~ .~Wo3~~ ? Nz am
- o N O?ZO~ZON _ a~ a~aaN~~mo
PROPOSED STREET LI(HT ~o ~s~°wsz~¢
PROPOSED BUFFER YARD _ " " SATTERFIELD LANDING ROAD (so' R/w) z4' EX. STREET l'PE C IN ACCORDANCE WITH 0 PHA T ROAD (PROPOSED WITH SUBuIVISION ~ ow=ao°~¢
LIGHT ,IRTICLE IX OF THE TOWN OF NAGS (EX. AS L ) IMPROVEMENTS) ~ Q N(/NN~WF~tn zo / ° FQ~L.~QOOJ
HEAD CODE OF ORDINANCES. - /J/ ~ z z woa gF a < ~°zdaz °z go
1 I Ql I - _ ,R2R',. PROPOSED 1" DOMESTIC ~ m ow~~=J55
'q ~ q~<° A SERVICE LINE ~ pJSjF I~•~j a N~~o~=Z3
~ ~ :.,,.....fir,. - wrt. ~ W2 AVL YN. -Bd-- +~L ~VL NVI. ~ F v a o o
W2 iWL W2
1" a;.. • ~ ~ ~ ~ N 62°06'01' E 354.00' ((•~I~ I i ~ I ® I I ~ ~ ~ ~ ® ~ w s
_ _ ; 7e ~_t~u~~ 1000 cAl
i ~i n~`1r; bF~nr ,..~r. ~v~,!CSr. PROPOSED ?v : ~ ~~;$~~c~± u,'y. .~,,<A ::a•.: . ~ SEp11C TANK COASTa. NOTES: ~ ~
r-~'~ :~i' ' l;% :~',~`'~"';;"~:~~s-~'',;•~,.:',:; t. READY-1N( STB-913 81:F/REflY171?ANT hw,t ;;.t;}.;~:~ 3
r r. I r i` >r=-~'^~ a 4 PVC SANITAR 1 _ ,1-f'r ' rr :c x , ~ a•: " `"t:^ i 01.0% MIN. LOT 3 1. PROPERTY' OWNER: CHARLES L. SINEATH & SUSAN B. SINEATH ~ Q N P.O. BOX 533 0 ~ z
j .,xs::~':: LOT 4 1i` ..s tom.! t:: ~ . , ' ~ ~ ~ ` 1 1 iT ,4, 36.0' I NOW OR I±OlZh1FRLY NAGS HEAD, NORTH CAROLINA 27959 0 ~ ~
~ _ ~ : ~ .~;:.k.~ts,..°:.: , , ' ~,Ay>.' . ~ ~ 800 Sf RRI•TPaR atEA ~ ...f c ` > GNATS L. 511>~T~l It 2. PROPERTY IDENTIFlCATtONt PIN# 14 9893 1711 0355 Z ~ ~ o ~15AN 6. ylltifATN PROPERTY ADDRESS: 223 SATTERFlELD LANDING ROAD ~
z':~~`°:`. ',c.' 2-55 IFDRaNFlELD ~ Y t~ DB 11~4GAO056 3. RECORDED REFERENCE: pB 1173 PG 56 ~ ~ ~ w z
`a: .;a,~i•:a` .A ; ONES 0 9' O.C. ~ ~ ~ . 25 x 25 SIGHT TRIANGLE - •~`~~~^,r:~.,~.~-";" _ ~ ~'<f Ia 30' SETBACK '"1 • - - - - - 4. ZONE: C3 ~ m o z ~ Z
IN ACCORDANCE WITH SECTION 22-100 - ~ r::-~;-;~"~` - - - - - - - OF THE TOWN OF NAGS HEAD CODE °mm~ ~ ~^a;y~~;••~•.,' ~ ~44ks;,,•~
OF ORDINANCES. NO VISUAL 6.5' 5. PROPOSED USE: UPHOLSTERY FABRICATION AND WAREHOUSE OPERATION ~ z a ~ w ~
OBSTRUCTIONS TALLER THAN 3'. 9.5' ~~~:'=:K;;.R;;;a-k 218' I 6. PARCEL AREA: 54,314 SF (1.246 AC.) ~ z o o a ~
• 4' PVC SANITARY ;.~r,'~;`~''"':ti:~ n%`~" 01.0% h11N 1 7. IMPERMEABLE AREA TABULATION: o ~ ° ° ~ a ~ BUILDING: 16,836 SF ~ ° ° ~ ~
SIDEWALK: 133 SF ~ ~ a w ~ ~
',TYPE, '1 - WHEEL STOP , ~ MAIN DRIVE AISLES: 6,448 SF a d ~ ~ a a
nP ~ t~: r\:~;:+.;::¢'~;:..';;` ENTRANCE TOTAL: 23,417 SF w °w °w o
/ t hC:. ~~n':: ~i C'. A _ I 8. PERMEABLE PAVEMENT AREA TABULATION: PARKING /DRIVE-AISLES: 8,030 SF ~ ~ ~ ¢ ~ ~
4Etitti"+1- ~ LOT 5 r ~.:'ua.~=~ ~ R HOUSE FACILITY r.,;~:r; 16 836 S.F. WA E . . r . PROPOSED :~w~ ,.y_Y~_,,.~s,;;s r; 4 OVERHEAD f • AGILITY ~ ~ 9. LOT COVERAGE: LOT AREA WITHIN 1200' AEC = 52,707 SF
nowo~er-0>zr~t.Y .~~y.:.4 DOOR - ME BUILDING ON = ~~~:4 1 STORY METAL FRA ON (Y ~ - PROPOSED
CHARLES L. In c, =:Y.. a w IMPERMEABLE AREA: 45~ MAX (23,718 SF) 44.4! (23,417 SF) °o °o °o 0 0
a ~.:F.L;~s RETAINING WA C ETE SLAB FOUNDATION , ::t. CON R SU5AN B. 51A~4TH 3 ~ y ;,i ;.-~y»~•~:'-:: W HANDRAIL ~
DB 1173 PG 0056 w : , N z}..._~,. FFE 13.8 ^ N I~ ~ PERMEABLE AREA: 25~ MAX (13,176 SF) 15.2 (8,030 SF) ~ M ~ N ~ Q rn ~ to OREN-SPACE: 30~ MIN (15,812 SF) 42.4J (22,371 SF) ~ ~ ~ ~ ~ p
_ -cn o ' ~ ROPOSED SUMP E r -
, .u ~ E.: t • • IN; . ^ ~ 10. SETBACKS: REQUIRED PROVIDED ~ ~ ~ ~ 1 a FRONT: 30 FEET 36 FEET a M ~ Z
cul • (y~~ , ~ ,,.~,.~,t.. ti s ti ZI ~;;,~V,,, ..~:•::K:::: 10' OVERHEAD l I ~ SIDE: 20 FEET 46.5 FEET (EASI~
's':r'.%:; .i+%~~r'.'~:~%,;' ~ DOOR SIDE: 20 FEET 89.5 FEET WES REAR: 25 FEET 25.5 FEET Q
2
` ':w% ~ . . u!%" t 11. PARKING: ~
27' REQUIRED: "WAREHOUSE USE": i SPACE PER EMPLOYEE (OR MINIMUM OF 5) ~ rn 0 1 SPACE PER EMPLOYEE x 12 EMPLOYEES = 12 SPACES V U N
SIGN: R7-8 OR R7-8A s• 'a,'~ - ~ ~ --t 18' OVERHEAD 4 D ORHEAD ~ I PROPOSED. 12 SPACES PROPOSED (5 SPACES MINIMUM) ° 1 ~ ~ z
RESERVED GREEN -BORDER AND LEGEND Y rya; .r~~.: ~ DOOR ~
PARKING ~ ) •z z`, ''t%'°'' ~~i:~r`•~:~:^.'t:•,.'• ~ WHI1E -BACKGROUND t :>~'•';;'~:s;; ~.c; . ADA SPACES• ~ Y REQUIRED: 1 SPACE PROVIDED: 1 SPACE Z
„ - IN ACCORDANCE W --';~G'~°':"`;'''~'`+`r BLUE .tr-::°_:~: r 18 / 12' OVERHEAD 12' OVEF 12' OVERHEAD
1" ADA STANDARDS " a".>,.~-~~ > ~ -i DOOR 148' _ 1 DOOR ~ 12. BOUNDARY AND ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON A SURVEY BY
• _ 7~i'~' , ;r, _ ..t' _I_t_.~`` ~ 5 _SET$A'CK_rTt::{ ~ ' 1- SEABOARD SURVEI1NG d~ PLANNING, INC, DATED 5/12/00 AND ARE SUBJECT TO ANY Q X EASEMENTS THAT A MORE THOROUGH TITLE SEARCH MAY UNCOVER. A W o
MAXIMUM .~•ir - e~i, 25 „ ..y R1 /`1: \ / \ ~:.ir~ / \ ~ , / 5.,,/1 r I RECOMBINATION WILL BE REQUIRED PRIOR TO ISSUANCE OF BUILDING PERMITS. Z ~ ~
" PENaLrv SIGN: R7-8D ~ , ,-i S 250 ~ - 1 ~ ~ 'L, ~1 yr_.,1 ~ 1,_ ~ ~ - 10~ 13. THIS PROPERTP IS LOCATED IN FLOOD ZONE X PER FEMA FlRM PANEL # 375356 002E ~ Z ~ ~
GEND :r:': ~~a GREEN -BORDER AND LE .;r,. R2 ~ 8x20 SCREENED DUMPSTER PAD
WHITE -BACKGROUND. ~,;-?~t-.~~~.;;;:~_.~~~ IN ACCORDANCE WITH SEC. 15 OF 25.5' (SUBJECT TO CHANGE BY FEMA) p ° m ° ® o
6" VAN ..y,~. . ACCESSIBLE NAGS HEAD TOWN CODE 1,. 4 ZONE: C-3 14. PROJECT SCOPE: THIS PLAN PROPOSES THE CONSTRUCTION OF AN 16,836 SF ~
i ~ T71-+-~-r~l-~T~-R-IT~~ ~ I-r--~T1~Ti-+'1~T'lr~~l'1?--r-~l-~,~'1-s :-if-I ~ ~I--~-!-~r1?'r~-~-~ CANVAS, FABRIC, AND UPHOLSTERY FABRICATION AND WAREHOUSE OPERATION Z Z ~ rr~r~ ¦r' ' _ WITH AS50CIATED PARKING AND UTILITY IMPROVEMENTS ON A 1.246 AC. PARCEL Q Q
S 62°07'04' W 353,98' ZONE: R-2 OF LAND ON SATTERFlELD LANDING ROAD. ~ (n W p w
"VAN ACCESSIBLE" SIGN K N DEAD-END TURN-AROUND NO PAR i G
SIGN (10'x10' MIN. CLEAR) Y 15. THERE ARE NO DESIGNATED "404" WETLANDS MAPPED ON THIS SITE. " ~ (n V1 ~ w
3 16. THE PROPOSED SEPTIC SYSTEM FOR THIS SITE WILL BE LOCATED ~ ~ N
w 0 APPROXIMATELY 988 FROM THE FRESH POND. ~ THE PROPOSED BUILDING FOR THIS SITE WILL BE LOCATED LJ.J = p
v. w .s
O ~ y L01' 0 RPPROXIMATELY 94T FROM THE FRESH POND. ~ ~ W w
Y ~ N ~ LOT 4 LOT 8 GARC GAROLINlAN GOLONY 17. THE PROPOSED BUILDING WLL BE LOCATED APPROXIMATELY 682' FROM THE Q Q = o RIGHT-OF-WAY OF U.S. 158. THEREFORE, THIS Bl11LDING IS IN CONFORMANCE WITH ~ W 3 f/1 ~
Q w °a a~°T~' G/~4ROLINIf4N COLONY Gt~ROLINI~N COLONY ~ m a o a~ © NOW OR FORMERLY NOW OR FOKt~1ERLY .SAN NOW OR FiORh~RLY SECTION 22-118 OF THE TOWN OF NAGS HEAD CODE OF ORDINANCES. z Q z .l1:AN RITFE>'Z WlNSLOW 18. THE SITE IS FLANKED BY TWO EXISTING FIRE HYDRANTS LOCATED WITHIN THE (n Z ~w
® y o''~`~ ~ A hYKN McKlNLEY .SAN R(TTFR WlNSLOW t DB !93 PG 333 RIGHT-OF-WAY OF SATTERFlELD LANDING ROAD. THESE HYDRANTS ARE LOCATED
o x w s ~Y 08193 f'G 333 m ,d, ~ y 081214 P6 547 U,4GANT LOYL APPROXIMATELY 143 FT TO THE EAST AND APPROXIMATELY 133 FT TO THE WEST
,~~r ~ Y~GANr Y.4GANr GAROLlNIAN GOLOM' ~ THE PROPOSED BUILDING (485 FT SPACING BETWEEN THE HYDRANTS). z
~ ~ ~ ~ LEGEND: o° :N~: NoW oR FORh>~.Y BY VIRTUE OF THE DISTANCES OUTLINED ABOVE, THE PROPOSED SITE IS IN z
w a' ~yc~ F •~,~fj~~ COMPLIANCE WITH SECTION 22-353(e)5 OF THE TOWN OF NAGS HEAD ~ a ~`g CODE OF ORDINANCES. ~"I I W a
F PROPOSED PAVEMENT DB 193 P6 334 J (SEE DETAIL) VaGANl' ~ Z
BEFORE YOU DIG ! 19. MAXIMUM BUILDING HEIGHT IS 35 FEET. Q O ~
2" PR RADIUS CONC. TOP 'a PROPOSED TURFSTONE PAVING 20. RECOMBINATION REQUIRED PRIOR TO ISSUANCE OF BUILDING PERMIT. _
CALL TOLL FREE
~ PR 21. RETAIL ACTIVITIES ARE PROHIBITED AT THIS SITE. R~CE9~~ V Q ? ~3 ..I PROPOSED CONCRETE = W
• ~ / / / / / / 1-SOD-632-4949 \ \\\\\r~ n,, 22. SITE WIU. BE LIGHTED IN ACCORDANCE WITH SECTION 22-255
/ ~V~(~ 1 ~ l1Jtr ~ ~ n/tr (TOWN LAF NAGS HEAD LIGHTING ORDINANCE). ~~0~ ~
PROPOSED BUFFER i 23. ALL UTILITIES ARE TO BE PLACED U/G. ~OAStALMAiVAGENl~~i~•
~ ULOCO PROPOSED 1" WATER SERVICE El~gbefh City
~r\\ . • LINE W/ METER 24. SITE SHALL BE BUFFERED IN ACCORDANCE WITH ARTICLE 9 COMMISSION N0. AND MAINTAINED IN ACCORDANCE WITH 22-406.
EXISITNG FlRE HYDRANT 25. THIS PLAN COMPLIES WITH VOLUME 1C OF THE NC BUILDING CODE. 99047
. < 2500 PSI CONCRETE E)I ,d. DESIGNED BY
' ° ~a • NOTE. ~ E>I -iY2 EXISTING WATER MAIN 26. ANY LIGHTS PROPOSED AT LOADING BERTHS OR MAIN ENTRANCE MUST. BE FULLY SHIELDED. DAD
' ° ` . • THE DATA CNEN ON THESE PLANS 1S BEIlEVED t' • • LOT 10 TO BE ACCURATE BUT THE ACCURACY 1S NOT 27. PLANTINGS WITHIN BUFFER YARD TYPE C TO BE YEDDO RAPHIOLEPIS (INDIAN DRAWN BY
• GUARANTEED. E CONTRACTOR IS RESPONSIBLE ~ - Eb 3° ° a CAROLINIAN COLONY FOR VERIFYING ALL LEVELS LOCATIONS, TYPES, --99- EXISTING VALVE HAWTHORNE) ®5' O.C. PLANTS TO BE 1" CAL., 3 FT HT. AND TO BE DAD
FORh7ERLY AND DIMENSIONS OF THE E`XISflNG UT11I11ES NOW OR PRIOR TO CONSTRUCTION. IF A DISCREPANCY MAINTAINED AT A MAX. HEIGHT OF 3' WITHIN THE SIGHT TRIANGLE. CHECKED BY . ~ ~ . ZONING BOUNDARY LINE
IS FOUND, WORK SHALL CEASE AND THE ENGINEER ~ ~ ~ ~ ~ ~ ~ Z( 12" F TW~~ORD NOAFIED. WORK IiIAY CONTINUE UPON ENGINEERS 28. THE BUILDING SHALL BE SPRINKLER PROTECTED AS REQUIRED DAD
hffi 4 P6 95 NOTICE TO PROCEED. F--~ STREET UGFIT BY THE NC STATE BUIU)ING CODE. ISSUE DATE
YAG~Nr S1 ~ 29. PRIOR^TO LAND DISTURBANCE, A^TOWN,APPROVED SOIL EROSION AND 5~31~00
~ l
® ® PROPOSED STORM DRAINAGE BASIN I =UIM NIA 11Un WN IKUL rLAN W ntuUIMtU.
ADA RESERVED PARENG SIGN DETAIL C 30. THE EN11RE SITE WILL BE IN FULL COMPLIANCE WITH ALL APPLICABLE NFPA SHEET NO.
GRAPHIC S ALE Pf N T.S. REGULATIONS PERTAINING TO FIRE PROTECTION AND VOLUME 5 OF THE
20 0 10 20 40 8o 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 REGULA110NS AND VOLUME 5 OF THE NC STATE BUILDING CODE.
W FEET )
i inch = 20 ft 32. APPROVAL OF THIS PLAN ESTABLISHES A VESTED RIGHT UNDER NCGS 160A-385.1. UNLESS TERMINATED AT AN EARLIER DATE, THE VESTED RIGHT SHALL
BE VAUD UNTIL JULY 5, 2002. OF ry / SHEETS
DitAWING FlLE: 99047SITE.DWG
PLOT SCALE: 1" 20'
I

r: ...:'.'.'.".i
~'::::':':::::':'::':::':':i NOTE: i ~ ~
" " " " " • " • ~ THE DATA GIVEN ON THESE PLANS IS BELIEVED I i.'.'.':.'::.::'.'.:'.'.:'.'.'.I r ~ 0 ~ / Z Z N 1, o~~ MM o/ ~ ~ p! ZW j
I ; TO BE ACCURATE, BUT THE ACCURACY IS NOT ' I I GUARANTEED. THE CONTRACTOR !S RESPONSIBLE a~ ~°µe Qo~ ~ p ~ c~Ov
..I ' I FOR VERIFYING ALL LEVELS LOCATIONS TYPES d` ~ r ~ W a ~ N
• ~ ~ ~ • AND- DIMENSIONS OF THE EKISTING UflLITIES ~~9~`P ~ De ~E~ 12 ~ U ~ N .N. c ~ 2 ~ ~ ~ y
I r~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ •'•I PRIOR TO CONSTRUCTION !F A DISCREPANCY I i, ~ ~ I IS FOUND, WORK SH,4LL CEASE AND THE ENGINEER ~0 9~ ~ U1 Z N x r oµ8 9~ ~ ~ ~ W 4 t
• i NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS Q ~ ~Z
NOTICE TO PROCEED. ...:1~ e
I I'• : • i i..... y JF~ ~ ~ O U st ~ U v~ a~
St ~ t 0 J M ~ * Q ~ -
I':.':: ' W ~ '.:'::'i ' ' ~ • BEFORE YOU DIG ! ~ ~ ~ ~ ZW Nf s e ~P ~ ~ ~w
' i.' i I I o & v~ 158 5~ 6i ~ ~ ~ tNn - ~ ~P a ° s~ t ~ W ~ .N.
. ~ I CALL TOLL FREE ....~.v..... I yyt~ X ~ ?
t'.... i-800-632-4949 '0 ~ ~ 58 ~ ~e~' oM L ~ W W y ~ Gda~ L
I J : NORTH CAROLfNA ~0
ONE CALL J ~
1: ~ `y 5'~
I ~ 9 N
SITE 9 v< ~ w a
~ s
~ I , st
vH E4 a ~ W
w~ I .'`'..~.a- ~ ~ - - - - - - ~ - - - - - - - TItTIf T. ~Is.R .~a.T rte:. mow.... ~N~ VICINITY iVIAP U
N.T.S.
...........................................................':CONTRACTOR TO LOCATE ALL EXISTING'. , , , . . UiIUTIES. NO PLANTING SHALL BE .
I TALIED DIRECTLY OVER ANY " CONSTRUCT DRIVEWAY ENTRANCE v I :1NS AS PER. E ~ ~ lil o ~ ~ w
....................................................EXISRNG OR PROPOSED U11UTlES, SA 1 1 G f[ I ~LD ~H 1 V Df 1 V V IT OH D .'.....................'.'.'.'.'.','.'.'.'.':..'.THE TOWN OF NAGS HEAD TYPICAL DETAIL............ . 'FOR SMALL PARKING LOT DRIVEWAYS
. , 60' R W DEr~l~s, syEEr cs) m ~a~~n o v
I _ ~g ~gyaga;a ~Nk~~~F~
I, - - -..-..T..-.. _ _ ..~,...,,~.,i.._.._.._.._.._.._.._.._.._.._.._....._.._.._.._.._.._.._.._.._.._.._.._.._..._.__.._............~.
' ~ : ex~5r. neAN~G>zrrf~ • • ~ tl ~i~woa~~oo
t • . ' '.'PR9PQSE4.STOP. SIGN' ' : _ ~i ~ s.. ,,,.T,.m. ~~s., - ~H~.~ ,a,..,,s i~~ .m.,~ 5~,~,~ m....«..,, , S;F ".~.m.. _ U O ~ m ~ ~ ~ m S
. Y ,r~.. . EX l,Gt~ 6liL 51~11G I 'i:.. rAhdCCOasrAl a, ~~~a;°og
i • . >z~wr-MrxSrs-qra s ,.~~f~~~~ff~~,.~~~~f~ ',.f~~~f..rfrrrrrrfrfrr "`,.a.~ff~,.~,f.~..f"a3f.T~~ - PROPOSED STOP SIGN
. . .f...•'6 ~ 354.E ..`~off~ ~ ~ ,ffffffffff~:~~ a. fffs~u~ f. - .....:.'r i N 1'E ruw. ~.~.,r
,9, 7 .Y s: SF,f3VSi. I • I 4' PyG SANITARY ~.C ; °=_z
I • ~ ' ' 5b'62 01.0 Mrk Q 22.0'
I~~ .........................................::1 1 I ~A € e^u~i
I I i M ~ ' . _ INV. = II - - - - - - - - - - "~s-- - - - -
i ~ 3 W
pGo NOTES: 5 to
II ' I. - - I I ~ , - . 7 - _ _ :mil - - - - - W ' ~ 0 1. APPLICANT/OWNER: VILLAGE REALTY ~ N
i r--_' . - - _ h I ~ j INV. - 11.40 ~ l b i;" ~ 2 of TRANSITION FROM STANDARD CURB & PO BOX 1807 U W
~ o-~J 4'PYG5ANITARY ~ 196.0' zl ~ ~ ~ GUTT>:R TG ExPRESSwAY cuRe NAGS HEAD, NC 27959 ° ~
I ,•I b W 2. PROPERTY IDENTIFICA110N: PIN N0. 9893-17-11-0355 °
~ iI _ ' INV. = ilb7 m bl V} . ~ FXIST. S1Ah1E5Et=1RE m ' LOT 4A CHARLES L. SINEATH SUBDIVI510N z 223 SATTERFIELD LANDING ROAD
' DEr'f. GA1dr~GnON i ~ I v EXISTING 2~ LF ':;,r NAGS HEAD, NC 27959 w
~ ~ :.'::.':.'.':.'.:...•..,..,......1 DRAINFIELD ZO I ~ ~ ZP ~ D.
zl ~ c PROPOSED PROPOSED 3. RECORDED REFERENC'~; DEED BOOK/PAGE :1461/63 ~
i I ; ; ; ; 3,800 sq.ft. OFFlCE SPACE _ INSTALL TWO ADDI110NAL DRAINFlELD I- ii,O12 sq.ft WAREHOUSE SPACE ' ~ II ~ UNES FOR A TOTAL OF 4-55 FT. DRAIN- 19 ~ ~ ~ _ 4. ZONE: COMMERCIAL C3)
~ iti EXISTtt~S FlELD UNES PLACED ON 3' CENTERS S. PROPOSED USE: REAL ESTATE RENTAL MANAGEMENT FACILTY \
' I , 7 Q o 20.0' ~ az,o
I ,,l L 1 i ; ( ~ 6. PARCEL AREA: 54,317 sq.ft. - 1.25 acres a Q PRRGH, G4Ya61BGb1 \ °
PARGgf G!~a618G124 t _ ~ ~ . $ PIN 48 431 70 1812 2 , '*r~ , N f ~ P~ - 7. LOT COVERAGE:.. OT AREA WITHIN 1200' AEC = 52,707 SF
OYd~ 511,EA1H PROFERr1E5 I1G ( I ~ 70.0' ~ ~ ~ ~oaa ~r~s LOT COVE?~ GE ALLOWED
.c~eKm~ 14we3 ~ I ~ , PROPOSED i7 vAGANI'L4hPJ I `I .4. ~ i ~ l RENOVATE EXISTING 16,836 s .ft. WAREHOUSE AS .......EXr~Rb1S.'.... i7 I~ ~ w PERl~ikABLE PAVER SURFACE 25% 13,176 sq.ft. ~ z ~ IMPERMEABLE SURFACE 45q 23,718 sq.ft.
I ' - 14,812 s .ft. REAL ESTATE RENTAL MANAGEMENT FACILITY ~1 ~ OPEiJ SPACE (MIN.) 30~ 15,812 sq.ft.
I ~ I I ; ~ ~ • • • • • • • • • • • • • • • • • ~ ~ ~ ~ ~ , . 3,800 s .ft. OFFICE, 11,012 s .ft. WAREHOUSE EX1~77N5 7 ~ ~ 1 171~~ - ~ 1-ST Y 16' t\,~,I I r . , ~ IAADlN~ ~AGI`• . . - ® OR f METAL FRAME BUILDING ON ~s I n LOT COVEiAGE PROPOSED Q
1 ~ ~ ; C.'.' CONCRETE SLAB FOUNDATION ' ar _ ` ' ~P#pPOSED ' m PE;RIr''EABLE PAVER SURFACE 10,450 sq.ft 19.8% J
I < ' , , ~ i , _ FFE = 13.8' , ' . ~ ~ RE(A11MN5WALL, , .II ,I ` . 1 ~ . - ~ f l 4tJR~groNE IMf €_RMEABIF SURFACE p
I G~ ~ k i,~.' hYFlAld7RA1L 1~ i I ~ : ,i' C I~ , I BUILDINGS 14,812 sq.ft. ~ . ' ' ASPHALT CONC a / 8.808 sq.ft. U
_ ( ~ ~ ' EAST WALL OF EX UI • ~ ~ TO BE RELOCATED AS SHOWN ' ' TOTAL IMPERMEABLE SURFACE 23,620 sq.ft, 44.8%
• ~ • • (REDUCING BLDG. SIZE) % 14 '~Q; OPEN SPACE 18,637 sq.ft. 35.4 o: 14 %,~G~ - ~ " ~sr. O
I i 8. PARKING CALCS: ~ Z
I ~ REAi_ ESTATE OFFICE:1 space / ;200 sq.ft. X 3,800 sq.ft. = 19 spaces
BEGIN PRIVACY FENCE I 1 ` " • • • • • 13 13 END PRIVACY F1:NCE ~1,~E;ENOUSE: 1 space / temp. X temp = 2 sp ps 1\, ~;s I TOTAL SPACES PROVIDED = 21 spaces ~/~q
. I • • • • - - - - - - - - 126.0' TOTAL SPACES REQUIRED = 21 spaces
~x scrz ~ < r 3.5 I ! ~ ii DIR4F51H2 PADS • I~ ' fi \ ~ <..r s.o' HANDICAP SPACES REOUIRED = 2 spaces
• - ~ I HANDICAP SPACES PROVIDED = 2 spaces
is L:•-• _ _ 1t~sro~ P, ...rG w ~ 9. FLOOD ZONE: X (PER FEMA FIRM PANEL N0. 372098 9300 J)
~ •a F LX, i€1a~1L~~TEOP# S~SiN _
_ _ _ ^ _ _ _ _ SUBJECT TO CHANGE BY FEMA. r~ 10. WASTEWATER TREATMENT SYSTEM: W
-7l-::-. A) PRIVATE ON-SITE COLLECTION, TREATMENT AND CONVEN110NAL (GRAVITY) ~/j
_ _
. 'h'3A48' c 0 l~~ B} DESIGN FLOW: 475 GPD z ~~a~~ ~ ~ 'i'' 1) REAL ESTATE OFFICE: 17 emp. x 25 GPD/emp. = 425 GPD ~
~ PROPOSED 6' TAt1 OPAQUE REPLACE EXISTING DETERIORATED WOOD PRIVACY FENCE DUMPSTER SCREEN WITH NEW M 2) WAREHOUSE: 2 emp. ,x 25 GPD/emp. = 50 GPD ~ r4~ U C) t ~7NG TERM APPLICATION RATE (LIAR): 1.2 GPD/SF ® W W
DUMPSTER SCREEN D) S9~PT1C TANK: 1,000 GAL. COASTAL READY-MIX, STB-913 ^9 ~
PARGELf Gt2S647AA2 PARGSf L~S547G108 P1Nf 484317l111Gi0 PINr 98 431 70 0 7]3 OfM~L K1N6, PAEL N E) GRAVITY SEWER: 4" SCH 40 PVC ®1.0% MIN. V v
TOYN I~AD GrY~ 2f KIN6, PA1RIGrA N D~DDA75 G15/18/2Gbl '~J~ F) LRAINFlELD: 4-55 LF 4" DIA. CORRUGATED PLASTIC TUBING ®3' O.C. V
D6iJ DATE r0/14l2G>72 D®EKiP6.1374l78 DI$7 @KiP6r 1457/317 rorrv 1zr~anox PA~e ~ uAGAxrl.Alm 11. DISTAIdC:: FROM DRAINFIELD TO GRAVEL TRENCH = 50'
a`''>r@ DISTAN+:E FROM DRAINFIELD TO INFILTRATION BASIN = 86' 1
o=~~ 12. BOUNDA>~Y AND TOPOGRPHICAL INFORMATION SHOWN ON THIS PLAN IS BASED I~
o~a~ b~ -0~T~' ~ ON A SUi~VEY BY SEABOARD SURVEYING & PLANNING, INC DATED 5/12/00 L~
s ~ ti AND PR;ViOUS PROPOSED SITE PLAN BY QUIBLE & ASSOCIATES, P.C. DATED ~ 12/18/02.
LEGEND ~ ~ ~ ti n.
• • • • • EXISTING ASPHALT PAVEMENT PROPOSED ASPHALT PAVEMENT ~ ~ r a ~ 13. THIS PLAN SHEET TO BE UTILIZED FOR SITE LAYOUT AND ON-SITE SEWER N CONSTRUC'I"ON ONLY. FOR SPECIFIC ENGINEERED DESIGN, SEE SEPARATE 1 O
CONSTRUC `+TON DOCUMENTS INCLUDING SEPARATE GRADING, EROSION a
' ~;~F EXISTING TURFSTONE PAVERS 0 PROPOSED NRfSTONE PAVERS CONTROL, AND LIGHTING PLANS. ~i
14. THERE ARE NO 404 WETLANDS ON THIS PROPERTY. ~ PARGTj.r Gk2Sdy44GYh2
0 EX. IRON PIPE PROPOSED INFlLTRATION TRENCH PlN, gB93171f3346 W
. ~D>~ 15. EXISTING BUILDING HEIGHT AND APPEARANCE TU REMAIN UNCHANGED BY THIS _ ~,l,~,r~ APPLICATiOPI. ~
~ EX. CONC. MON. , . G A vacEwrcarm Q
PROPOSED CONCRETE PAVEMENT 0 EX. IRON ROD
Z
PROPOSED 6" CURB (NO GUTTER) D EX. PK NAIL ~°~~W~~r ~V~eanl~ couMlss~o~ No.
EX. FlRE HYDRANT ^''ip^°'~° PROPOSED RIP-RAP ~ ~~~s P07051
~p~' ~~e~ DESIGNED BY
~ EX. WATER VALVE ~p ~ ~ PROPO GHiING FlXTURE ~ DAD
? EX. D.I. d~~~~ DRAYBJ eY DAD
` ~ E.X. STORM PIPE / \ CHECKED 6Y
DAD / \ ISSUE DATE 08/24~0~
EXISTING RIP-RAP
SST EX. SEPTIC TANK
SHEET NO. i
EX. WATERLINE
GRAPHIC SCALE
EX. LIGHTING FIXTURE 20 0 10 20 40
DRAWING FILE: P07051-BASE.dwg ( W FEET )
PLOT SCALE: 1:1 1 inch = 20 ft. pF 1 SHEETS

t
Z~ N Z
Z} I g~
ELEVATION VARIES 1" THICK COMPACTED ~ h~~9
SEE GRADING PLAN SAND BEDDING COURSE 0_ N
FOR SPOT GRADES Z ^ * N vc VI ~j ~ * x
OPEN FACED
TURFSTONE (TYP) ~ ~U LL o Al m
CONTRACTOR TO SAW CUT ASPHALT TO J e!~ Z U a V/ ~ N W O
ASPHALT PROVIDE CLEAN EDGE FOR PLACEMENT (TO BE INSTALLED OF TURFSTONE PAVERS o O N M Q U * Q M-
PRIOR TO TURFSTONE) COZ N~
VOIDS IN PAVERS TO I, ; s j=,r„rs
BE BACKFILLED WITH SAND TOP TURFSTONE "'~'`;"`i •°I ~i.n...I w 3..w.. ..1 Z ~ N v
CURB (AS PER a- ? ~ Z ~ C
GRADING PLAN) ~ ' ~ 3~..:«-. WW a
r, r. ,t v' • • 5. ~ J M i . , s ° :i ? I 3. _
I a . i i,,...,.,.... t 1 ; ' = ' , f ,..k
c.,. a,M `ir. ~ r h S~ vg3~ axg~ p rt?~.y,r'"•;t~ d` r~,,..ti' fix .rfx rA,-' 5:•~xk 3' 1 , O s J ~ d~ € g ~ m S,.sn ~ ~ ~ti a Sra ~ 's ..s'`~ xM,. ~ ? s, . " AwN # 7` p fS y...~ s}h r` "wf s r- f . ~ 3 R
~ r , ar ` ,3r nrw a~"""~•-~ ~ , s z 3 ~ . FFE ®13.8' TURFSTONE PAVERS rn, 7 ~F ,',,.r ~t I:~1.«~rreV^Y, kit,/, # ~+._{h ,.,f-:r !..r., 3- } r r' `7` ~ •r F:~~i" ;#..~.i b,.=r rte. s ~ i., C N ~ , ; ;,m. ~ ;u, r= I s 3 0 CRETE SLAB Z
~ f I # 3 ~ 1 I s I ~ , ~ i f zw rte, 3 ~ ~ 9 I ~ ¢ ! ~1~"'" , ~ ! a...,,,. " @ FOUNDATION y3 9 7 ,.,.-.m. I 1 ~ € ~ 1 °s ~ I _ ; ! t I I ~ ~ i i ; I ~ ~3 s : I . „j b € .,..:.9 „ I to I ~ ~ 1. i ~e .,.>n-,~ W.f I ice".- ~ § P f } ; ; e I y al E~ 1~1,~ i ~ 1 n Y i I qyq ] TOP OF BERM ®12.6' O
ss 7 mow, y _ 1 a„.,.,.,.w.l 9 w.. s ^i Ei ~ I ~I il~..4. I ~1. .-°-~~1 ,i~ ~E ~ ~I ~3 j3 ~`I 3 u ~s~ ,~w 8~~-..,.. ¢1 I a. I I~ ~ , e.,.o" Fg imss:~1 ~.I ~ S, ~3 ! d ~ ~ ~ 3 f 3 I j t h 3 ep ; ~ ES I k ,.-I i I' w.e.~ e 1 r I." I, 11 k l 3 i. E I I°~ # 3m4,~ . i`~ , e 3 e. n~ a i r . f 3 j' e j 4 e i°" I j I 3 Is.~ 3't ~ I'o F SEED INFlLTRATION BASIN E- AS PER THE GENERAL Q
!~9 °~f i p i . BOTTOM GRAVEL BOTTOM GRAVEL ~ ~r SEmING SPECIFlCA710N U !i
PAVEMENT BASE COMPACTED SAND _ sr , ~ , 1 ~ L ~ ~ t ~ BASE (98~ PROCTOR MIN. WOVEN (WASHED STONE) @ s ~ ~I1 ~a~ ~ BASIN ELEVATION ®10,5' ~P ~
COMPACTION GEOTEXTILE BASE ~ ~ ,g I I I ~ ; ~..s _ ) FABRIC ~ ~ - ~ ~ I (~a-'-i ,--£-,r `j ....-go-' ' ~ ~ ~ W
GEOTEXTILE FABRIC SHEETS SHOULD i ! , ' P.,.I °~-'~~I ~ € I . WASHED STONE BASE TO CONSIST OF OVERLAP 1' MIN. AT EACH SEAM. ' ,~E~~
8" MIN. THICKNESS FOR TURFSTONE ~ ' ~ I` f ~~~7 ' 4 ~ o , 3 ~ F=~.~ ~ i
OUTSIDE OF INFILTRATION TRENCH ` ' ` I'; ' ~ .~.~_s~ . ~ . W~: I II° DIMENSION MAY VARY BASED ~~.F" TRATlON:1RENCH ~ ~ , I' -~I^?, s ~ ~ ~ ~ , ~ z ; ~ ~ 113 ~ £ ~ I , ~ ! ~ IK £ 5~ ~ ~ i £ i °`"`t~' ~ ~F; 11E TO EXISTING GRADE ~ . ~_s 1 0 - € ~ s i ~ 1 ` ° t~: F~ I ~.-n„ £ € £ s € _ 1 ~ L i 1.,..~'"~ s ~ ~ , t ~ :,I ,.~.t F ~ ~'(,p,„,,,,,,£ } # ~ 3 i' P{'.""'.:~,~ E o ~r< # 1 s ,..,v:.. i,,,..,;aw 8 g" s t £ £ i ~ a ~ "".~`I ~ # I I ~ ~ s s
( AREA. ~ iNFlt'' r s ate" F 1 ~ , i , ' , , I I Imo. I , ~ ON MANUFACTURER. SEE - < . , , , • ` ~ ~ s ~ t , .,..3.[.%. ~ # a ; . s ~ 3" 3 { 3 I`I ; ~ ,a, ~ € ~ l £ q ; 3 F ~ I 3a a I ~ ~ s s q ;M.,...C~t 1.~~~•:,.... f ~ R Z € u ~ ~ , E £,r 3 , , , ,~s.,~ £ ,i € I E ~ ..,-.,~.'i I I ; ~,.~d-~ € ,3 S 1 s g''s, 3'i i..:,...w ~...M~!. I,_ z ~ { amt # ~ ~ I i~ f,,.,,,_~.~-.~~~'~,.;< ti~ a t'Y"~f ~ s s ».#..f~.~~,.f ~m. ~ 4 ; E I -~1 ~ I ~ ~ ,a.~.~t, ~„rr`=am- I~ - s 3 E s^r i ~I ~ t E I ^F~E•_3~f`~ p ~ p ~ + . ° £ ~ I , I ~ 8 ' , T : ~ £ 3 ~ 1 0 4 ~ § I r e. £ ; 'N!~ ~ , .Id , , rn v. ~ v
MANUFACTURERS SPECIFICATIONS = ~ 3 ~ I'_ GRAVEL BASE (STORAGE LAYER) ~ ' ~ ~ .u ~r ~ I o ~ ; £ ~ ~ i € 3~ I o I 1 L..~..,~.~ ~ s ? I e ~ £ ~ ~ F 3 ...3 ,n., ~.~3 f ~ s , 3'' ~ 3 , ~ ~~~0~~ ~ .~,,.,a~.>~. ~ ~ ~ i ~ ; ~ ~ E € £ ; E -r 3 ; . ~ e.,. d : 3`" i € ~ 3 s ~ r~'"" ~ ~ ci ~ to z a~ ~ bF ~a r ~ ~ ~ 1 1 '~6 s ~ E , - i ~ ,3 ~ € ~ ~ ^ ~ , a s ~ £ ~ ,mp. p ^>z ~n o ~
FOR ACIUAL PAVER THICKNESS) TO HAVE 24" uT f ' 9 ,a.i MIN. THICKNESS 3; ii fY, WITHIN INFILTRATION TRENCH AREA <; ~ ~ i ' I .3 ~..f, s.:.,.~. i,,,l I ~ , s £ .y,~E ~ ' , • ' ~ i-,a,~ I i y ~ i s s ~ .e...y € ~ s s ~ ~ a,.?,.'v £ ° i s ~,>i 1"".. ,.7.~~..3 O ~ ~ V a ~ - U o ~ £ ? s _3_...,.. ! i { ~ ~ i i'"«' ; ¢ x a ~ I E ~..~.a..-,-.d. # ~ _ ~ 3 ~ ' i - s f I ~ S § £ - 7" ~ ~ - & W U E ~ _..z ~ S ~ "i a ~:,g . s;, + ' £ s , t ~'r-~ £ ; sP.~..S~` °~r- ~ £ 3 ~ { ~ 1 3 ~~"g s r r ~ t, w.F ~ .,4-.s € + 3 g ~ ~c s ~ 5ax~ € a . i ti 4 rt 1..~ N a d ~ d ~ w o
i t ~i,k,_,3~ i (AS SHOWN ON THE PLANS) _5, _r~,., E ~ i i ' r" s .'~....r,e.~~ ~ s ; r~ I (,~;zs ~ I ~ h£ t r--a ! lz=-.~s 3 ~ ¢~~=.-~3 ~ .z_ ~ ' £ i £ f'~.,~ ~ ~ 3 i i 3 ~~s=`., ; I 3 M -4~~ T - s £ ~ ~3''_ F ~ 'O m F J ~ -.w ~ (j a I .I„., i. ~w~ ~ £ 4 I s i t t S- F r, ~ I , rt F~ i,t ~ ',i ~ ~ s g ~ ~ V o ..~..t ~ I s# r, ~ 2. .f....,,,,_, I s,. ..f s 3 3 ~'a ~r ~ g f I i a ti 2 t, ,.,w ~ - s O ~ Z- Q 3"3" 3 £ ~ ~ ~ ...I'
(BOTTOM GRAVEL BASE ®EL. 10.5' ~ ~}.,;a , ~ I ` E.t.a io:..a E,.. ° " ' 9 1 _r" „ 4 E I ~ ,.4 ~,;g -..,ts n.£. 1~ ~ , 3 1 • i S € 9 •s 5~ $ O; s f '7' ~j s 1. ~.v i ~Z~ f I .k p,,« ; M,K.~ ~.,.g~,.~ .,.~..,3 ~ _ f °,t~ ~ 's g ty. f n;"~' FS ~`~~~o s ~ 53 3 fI t i .i II~3 i#4~¢~,w,,.,,.~~,F; ,js €f~~ ~i:}'~I X73, ii1? kgs s"31i" I~t, h"~r..,~~ f, ~ I~I~x«~ ~ -~~t~~' E I~ ~F€ ~ ~~~~2
~ 3 . ~.ln~y .~„»w~ i; £~l i.. I~ 33~ C,y WO4. s i F
GRAVEL BASE FOR ALL TURFSTONE CROSS SECTION ~ o~~~~~ g°
AREAS SHALL CONFORM TO THE FOLLOWING GRADING: a ~°~a~°ng
SIEVE %PASSING INFILTRATION BASIN
1.5" 100q 1.0" 95%(f5q)
BUILDING FFE
No.4 <5q N.T.S. 3
COMPACTED STONE TO HAVE 40~ w
VOID SPACE. w o:
J
3 ~ w Z rn
N.T.S. - WV 2
I- N 5 O
o w ~
~ x z rn
W ~ ~
ALL DRAINFIELD AND REPAIR AREAS SHALL BE SEEDED AND MULCHED ROCK SI ACCORDING TO THE GENERAL SEEDING SPECIFlCATIONS oR cRU~ ROCK SHALL BE CLEAN, WASHED GRAVEL Z 2 O OR CRUSHED STONE AND GRADm OR 1/4" RAD Qe ~yj W
sIZED IN SIZED IN ACCORDANCE WI1H SIZE NO.S' N d D.
3, 4, 5, W ~ 3, 4, 5, 57, OR 6 OF ASTM D-446. W W
ESTABLISH VEGETATION IN ACCORDANCE
,~d~:41 WITH SEEDING SPECS
0~'b~ 3' WIDE TRENCH tv . ~ `°88 oggg 88~' a o
~Q~ ~ ~0 ° ~
- B ' ~ CB~~~° NEO~~pBp ~ o ~ o
ry FlNISHED I FlNISHED GRADE a 12O' SOS X000°0 0 0
04 F{`~~ir+~°-~~~~Illis~ `'sl's-~ i~~j._ •.I_- ./`lsn , 'r ~I~. Y_jY1~ II r ~ d, J'~e ~~u I °OOS006 O r~
ASPHALT ` ~ --.1„ 1~iss-~ ;,'.Shppt d , ~ 1 ~ ---13 , ~ - ~1.,
PAVEMENT A ~ ~ ; r,-., ~ ~ s. e.~l r s~-LL ~ _t..,. ~ 1 3 F f , ~ hp's S' ~ ~ ~ 12 S DGKFI~+ W q F S, F~ J c 2 OCK a~
,r x. PARKWAY' z
Q ' ?o, w pis `4"~ DIA. NITftIFl~~TiOt~(rr o n ~ o ~ " ;`LINE (SEE DETAIL) ~ ' f1 `h dNVERT 114'_ ¢'S.~~ 'h: ~6); v ~`~~~fm~/,~ 12 CONCRETE CURB
0 N ° 3S sS h`~ d~ f 1~.%~ ~ r„~? F Y 47f l _ 5 "la f..s'~"'. S.y-'y{x,~f..:s~ ~.~c~ q, 4, „y..1'. ~hX.1r /f Q
' ~ ice,' . ~-S'`~.. , , d-~* .,.a•_ L ~ ~ ,a...; y~*?y4. ; ~"~r;o~~;~ REF. NCDOT S1D. 846.01 U
X90 rr _h..}~,;. 1 -'~._?~C~~`ri:~...va~;`r ~1 '1~:~a~ -3i~tJ„~'~. o ~ ~.y , F N T.S.
*i~ TRENCH BOTTOM = 105 ` h''+,arr ` ~ s
~ - \ \i- r . , UNDISTURBED' ~ ff. h 1.5~ . ~ ~ r y%~° ~ r'/~ r ~ ~ j;{;~ ~j~ ,SUBGRADE (~)'~r;~ STIIRBED~~;k~"~i GRADE (11P~;~
A~'\i~ r' 'r~' ~ ~ ~h ~v t\*„r :n•?s °n 3f: ~9~
r \ i..rL ~ ! e". J "'r~"~ ,f ~ . ~ ~ lt~~~
~ PLAN
TYPICAL DE b
NOTE: USE OF THIS DETAIL MUST BE IN ACCORDANCE ' D LD N J N ~ ~r~~~
WITH THE "GUIDELINES FOR USAGE" IN THE NAGS HEAD ~ ~ ~ RECOMMENDED STANDARD DETAIL MANUAL THIS DETAIL 2" S9.5A ASPHALT W
- REVISION IS VALID FOR NOT MORE THAN TWO (2) YEARS FROM THE MOST RECENT DATE OF ADOPTION OR UNtIL ~
SUPERSEDED BY RENSION, WHICHEVER IS SOONER. SECTION A-A BOTTOM ELEVA710N SEDIMENT SHALL BE REMOVED 6" ABC ~4 ~ ~tsl~ ~+.~~~~Ft~~~ . O
N.T.S, WHEN THE DEP1H REACHES:
10.5' 11.0'
.y } 4 _ 9_ }.A,~F RtS,~ ~..L~~ T~c_'F-~'Y.~i, d`"'~'~~' ~~?r,l,
3~ (YA1L) ~ PROPFRIY LSE ~ N
O d PLASTIC GRADUATED GRADE STICK ATTACHED TO
0 PRESSURE TREATED POST WITH STAINLESS STEEL a. ~ THREADED FASTENERS -ELEVATIONS SHOWN ON COMPACT SUBBASE
o ~ GRADE STICK SHALL BE BASED ON TRUE
~ F ELEVATIONS FROM MEAN SEA LEVEL
w W 7 DRIVEWAY ASPHALT X-SEC
30" CONCRETE CURB 8 CUTTER ~ 1 1.5 x.xs. ~ a
r,~ ~
FLUME DROP-INLET OR OTHER ~ P STORM WATER MANAGEMENT ~
AS REQUIRED ~ TOP OF ASPHALT P a
_ TOP OF CURB NOTE: 3,000 PSI FlBERMESH CONCRETE a w
-I I ICI I ~~I I I~~ I I. 1. 1 x
. , NCD ~ t0' ER0 EROSION CONTROL STONE DRIVE REBAR FLUSH WITH ~ t0' 8° THICK) I TOP OF WHEEL STOP Z
~ • . 8' 1 EDGE OF ROADWAY PAVEMENT ; / r~/ / ' WIDTH ~ VARIES
, . IP4 REBAR ~ ~ , . ~ U SEE PLAN ~ ' PRE-CAST 6°H x 9°W x 6'L
~ ~ BASE r\ r~~ ~ • ~ • CONCRETE WHEEL STOP (TYP)
' ' ' (INSTALL AT ALL PARKING SPACES) CDNIIISSION N0.
~ CONCRETE / P07051
' BASE N07E SEE ZONING ORDINANCE PARKING ' DESIGNED BY o..a, :.o...a.,..o..,..o..o..a.o..~..,..,..o..o..,..o..,..o.. DAD . 0., o. O..e.,0~, o. O..e. 0., e.,0., e. •0., e. •O..o. O•re.,0..e.:0'.•? .0..
fp •::••i;' REGULATIONS FOR SIZE LIMITS FOR SMAIl PARKING LOTS. FlNISHED GRADE 6" 7-0 6" FlNISI FlLTER CL01H ~ • . FlNISHED GRADE ~ , DRAWN BY
\ \
~ / 24" LONG ~4 REBAR ANCHOR ROD CHECKED gy DAD ~o ~ (FRIEND 10" INTO GROUND)
b COMPACTED SAND SUB-BA DAD
tip'. w ~ ISSUE DALE
08/01 07
Al TC W~TT'PT CTr~I D Tl ~m ~ rr
NOT FOR TRACTOR-TRAILER ACCESS) ??i.c?.aul.! A yr "J.: 1ti1L
N.T.S. SEC770H B-B N T. S. SHEET N0.
FLUME DETAIL
N.T.S.
DRAWING.FILE: P07051-BASE.dwg
PLOT SCALE: 1:1
OF 2 SHEETS