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HomeMy WebLinkAbout15050_TOWN OF NAGS HEAD_19960321CAMA AND DREDGE AND FILL 11,�jJl--,I-D_1l41LU 11 0150504 GENERAL MAR 2 PERMIT U 11IIYii r+ter r rriiipii as authorized by the State of North Carolina Department of Environment, Health, and Natural Resources and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC Applicant Name Address City Project Location (County, State Road, Water` /Body, etc.) /)A 2 �O �'t''t �� rf `� u' � � r VA & Y,,« `)ccEs-S S,rP1 / AG$ HeAO CAvS&ZooA AD-4AI-ePr er�.GAE VPD Type of Project Activity A 4 r- TC-9c, C,Go5T`L,c,d,7" A 4-0►�� S we 0r $ttcR.r ALaet­s~ !/ce. Cue, r? kG t Let-(,- _T [.at pig 11,+tk- W11-ti . �^ �i e-CC1� � S - �, .� `� J �• F CrA 2- G 6G �� ..• L' .'' %� • :i x f !i �r-� a`s0� ']"C T "a i. e F �(- ✓ ,C � 5 O . P ® i= S fi;!A J Phone Number L, 4 r a~.'5a, PROJECT DESCRIPTION I SKETCH _F: W P j Pae1"(ao ) length Groin length number Bulkhead length max. distance offshore Basin, channel dimensions cubic yards Boat ramp dimensions Other *7 % S d' i~ �Az�bO This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any violation of these terms may subject the permittee to a fine, imprisonment or civil action; and may cause the permit to be- come null and void. This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The applicant certifies by signing this permit that 1) this pro- ject is consistent with the local land use plan and all local ordinances, and 2) a written statement has been obtained from adjacent riparian landowners certifying that they have no objections to the proposed work. In issuing this permit the State of North Carolina certifies that this project is consistent with the North Carolina Coastal Management Program. 11 State ABC - _ zip/-5" �- -_ •9 sF_(:_:� pL.P,r (SCALE: A `r-' r 6. ,;, Fi (= r applicant's signature permit officer's signature issuing date expiration date attachments C 7H • � °d�- C G -rc, t-- UA &L MAN4: application fee n,c ee sr ROANOKE /V ,g8 Z SOUND ,..r a NI \ I o,Ysr \��\J 0 dENNETTE'S FISHING PIER Z 8,,4,,� r„� I �i �J d 12 SITE q VICINITY MAP N.T.S. GRADE 6 DIMENSION POINT +:*"6' SALT -TREATED 24' 2-1-2 C' ABC CURB and GUTTER SECTION N. r. s. I I t DEADMAN, 18 - 2x4 SALT -TREATED-- ' BOLLARD DE TAIL N. T. S. ROANOKE TYPICAL PAVEMENT EDGE CONSTRUCTION DETAIL N. T. S . 0 O 18' -i_ 20.8'-- 1 MIN. MIN. I .0+ 2�? 02 FT/FT ---------- STEEL OR W000 POST IWIRE FABRIC s SECUN! TO WIRE F14L WITH EA TTH -•� I I I I AS BURLAPSHCI I B I I II M. I I SILT FENCE SECTION N.T.S. 0 2 SOUND X 2 1' x-2.8' X 3 2' NOTES : I. CURRENT OWNER THE TOWN OF NAGS HEAD P.O. BOX 99 NAGS HEAD N.C. 27959 2, RECORDED REFERENCES: DEED BOOK 606, PAGE 701 MAP BOOK I, PAGE 197 PLAT CABINET C, SLIDE 180 B DARE COUNTY PUBLIC REGISTRY. 3. P.I.N. 14-0800-19-50-0655. 4. TIE LINE FROM "A" TO "B" IS S 64-06-43 W. 814.42'. 5. C.A.M.A. WETLAND JURISDICTIONAL LIMITS AND U.S.A. CORPS OF ENGINEERS JURISDICTIONAL LIMITS 1404 WETLAND LINE) ARE DETAILED ON A PLAT BY STROUD ENGINEERING, P.A.• ENTITLED "BOUNDARY AND WETLANDS SURVEY, NAGS HEAD CAUSEWAY ESTUARINE ACCESS SITE AND INTERPRETIVE CENTER", DATED 4-27-93. 6. N.F.I.P. ZONE : AE IEL. 9). SEE F.I.R.M. PANEL 375356 0011 C. REV. 4-2-93. FLOOD ZONES AS DETERMINED BY THE LATEST F.E.M.A. FLOOD INSURANCE RATE MAP. FLOOD ZONES SUBJECT TO CHANGE BY F.E.M.A.. 7. ZONING : C-2 8. THE PROPOSED NAGS HEAD CAUSEWAY ESTUARINE ACCESS SITE AND INTERPRETIVE CENTER SHALL CONSIST OF A 20 CAR PARKING AREA, WOODEN WALKWAY, PIERS, KIOSK AND TRASH RECEPTACLES. FACILITIES WILL BE HANDICAP ACCESSIBLE 9. AREAS : TOTAL TRACT = 1.94± AC. LAND AREA NORTH OF ESTUARINE A.E.C. -- 20.804 SQ. FT. LAND AREA WITHIN ESTUARINE A.E.C. = 63,706± SO. FT. (1.46± AC.) COVERAGE WITHIN ESTUARINE A.E.C. = 3,211 SQ. FT. (5.04 %) 10. PARKING SPACES REQUIRED - 0 PROVIDED - 20 INCLUDING ONE (1) VAN -ACCESSIBLE SPACE. 11. Total Site coverage 14.94% 10 D. BEGIN CLEARING AND ROUGH GRADING. X -2.7 x -0 s' E, REMOVE VEGETATIVE DEBRIS, PERFORM SE('ONl)ARY GrIADI11G, 12. All lighting shall be in accordance with section 22.255 F. PERFORM FINE GRADING IN DRIVE Atli) PAPKX)I1; AREAS, Outdoor Lighting of the zoning ordinance. ItISTALL BASE COURSE AND CURB & GUTTER, IISTALL CULVERT AND FLUIIE.S, SHAPE SWALES, BASINS AND EIIBAN &ANTS 13. All signs shall be in accordance with section 22.254 z O' G. STABILIZE DISTURBED AREAS OUTSIDE THE B!!ILDI;IG SITE WITIEIII 30 DAYS. of the zoning ordinance. _10' H. BEGIN BUILDING CONSTRUCTION. X z9, x -2.1, x 21' GAZEBO X-08' x -0 4I. UPON COHPI,9TION OF BUTLDIN, C0N517RUCTI I. BRIM; ALL 14. The site shall meet the buffering requirements Of -� EL=6.0' ���� U11ItIPROVSD AREAS TO FINISH GRADES, 317A ILIZE UtTll section 22.251 Off Street Parking and Loading Requirements PEA PERMANENT VEGETATIVE COVER, LANDSCAPE REQUIRED. nF ion SEUIIIEIIT FENCING. I of the zoning ordinance. Existing Vegetation shall be o preserved where ever possible. Wheelchair access =i o' (TYP.) 3EEDITIG Sp�CTFIC!1T1 1 W' _ ` 15. All proposed utilities shall be underground. Underground utility 4 �. A. TENFORARY SEEDING IF STABILIZATII,!1 IS`.�1i:QUIRED BETWEEN p g g y 0' X -1.3 X -1.1' ) -0.7' ^� - � �� Df'C 1 ANU APR r � ^ � ' 1, /111'� -L.9' X -1.2 2" I2 6" CONC 6" ABC CURB STOP /6.0 PARKING & DRIVE AISLE / PAVEMENT X-SECTION X-0.4' N.T.S. / feline Sho 10' X 1.7' N p -J C.A.M.A. Line 4-29-93 -- - -- + _ Set Rebar_-- LOTS 169, 171, 173, 175 & 17T 2.0' ROANOKE BEACHES 75 x z t' x x 2.2' x 2 a. x z M.Bk. I, Pg. 197 'THOMAS ALFRED MUSTIAN, JR. - - -- - - 404 Wetland Line" 4-29-93 2.2, - a wife PEGGY B. MUSTIAN D.Bk. 304. Pg. 662 - w - -----_ -- 4' �`° Q9J 4Ei rO p �.--� X 2-.7 1() e7,, /�a�1N D►�- 4.6' - _--'r__.� /g mm �,'�-1___ BUS PARKING ?7 N / 45' / Set 3.0 ��- ... _ . _. QItCh Inv.-2.5' X33 LT •swale graded 15 qm P w le Rebar a '- PP Overhead Power Ina 5 0' PP Edge of Pavement 5 8 3' -- 6.0 6.0' N.C. DOT sign Post muc,nted meter box/ - JNo Entry Sign Wct. 158/12) panel box. Elevate above Note: base flood, elevation of Temporary construction bottom of box at entrance (6' ABC) 10.0' m.s.l. Underground electric to site. CONCRETE CURB BUMPER DETAIL N.T-S RONALD T. RA HP.E. 304 W. SANDPIPER TERRACE NAGS HEAD, NC. 27959 NORTHSTAR MAPPING SERVICES P.O. BOX 795, KITTY HAWK, N.C. 27949 (919) 4 8 0 - 8 5 0 0 +,yq,p-VQi-) ' ^*r'1 «'Ke-�..'•PYI.<',n ee.tvMK-,-.'Y'" .,'. .. • T't'rF R 7-8 2[LR q_a RESERVED A KI G SIGN 11 PAKKING ACGES9 11 -`vfAGl; Albt� `1 Oi Alit 4. - 96- MIN VAN H.C. PARKING SPACE DETAIL N.T.S. i X i a I 2 0' i 2 % 2 ENTRY/EXIT PAVEMENT X-SECTION N T S TYPICAL SWALE SECTION N.T.S. NOTES CONT. 24. Water tap installed by Town of Nags Head. Plumber to install waterline from tap to drinking fountain. 25. Accessible portable restroom facility to be minimun size of 61' X 61' with 48' ramp. NOTES CONT.: 17. All construction methods and materials shall conform to current standards and specifications of the Town of Nags Head. A preconstruction meeting is required prior to clearing and grading. 18. All unpaved disturbed land areas shall to stabilized within thirty (30) days of the land disturbing it, tivity. 19. A soil erosion and sedimentation control plan shall be submitted to S approved by the Town of Nags Head prior to any earth disturbing activity. 20. A.D.A. detectable warning for hazardous vehicular area must comply with A.D.A. section 4.29.5. 21. All parking spaces to be striped and on.�way arrows are to be painted. 22. Stabilization Plan to be provided by th i own of Nags Head. 23. All construction surveying and grade 8King will be provided by the Town of Nags Head. '-,.OIL ERGS ON CONTROL IiFtl1SURE:';_ A. ALL EXCAVATIONS AND ENBANNHENTS WILL © ONSTRUCTEU WITH SLOPES MAINTAIN-sD AT 1! 3 (V • 11) HANINIIN B. AREAS flOT PROTECTED BY NATURAL VEGETAT11 ADEQUATE TO PRECLUDE SIGNIFICAUT WIND ItIDUCEU EilwiII WILL '3E VC;.OS:D BY SEDIIIENT FENCING AS PICTURED. TEIE AAS ANTICIPATED TO REQUIRE THIS PROTECTION ARF. DESIGNATEDN ?HE Ill -AT, IF 'fllE SEUIIIENT FENCING AS PROPOSED PROVES TOE IVSUFFICIENT, ADDITIONAL rENCING WILL BE: INSTALLED AI REQUIRED. C. A 12' X 50' GRAVEL OR A.B.C. CONSTRUCTI111 ENTRANGE WILL BE CONSTRUCTED PRIOR TO C011tlENCEt1ENT OF EARTH ROVING ACTIVITY TO IIIIIIIIIZE TIIE. INTRODUCTION OF SOIL INTO THE ADJACENT RIGHT -OF WAY. D. ALL DISTURBED AREAS WILL BE STABILIZED ViTHIY 30 DAYS OF CESSATION OF LAND DISTURBING ACTIVITY BY THE APPLICATION OF TrIIPORARY OR PERIIANEIIT VEGETATIVE COVER AS SEASONAL COIISIUERATIONS UICTA'1'E. (SEE; SEEDING SPECIFICATIONS BELOW.) CONSTRUCTION SE UENCE: A. SUDEIIT SOIL EROSION/ SEDIIIF,NTATION CO;1 41OL PLAN TO THE TOWN OF NAGS HEAD FOR REVIEIi AND APPR_�y- B. PROVIDE, CONTRACTOR WITH A COPY OF TIIE- 1�ROVED P1.AN TO BE KEPT READILY AVAILABLE ON -SITS Tit ROD ill OUT 'rHE CONSTRUCTION PERIOD. C. INSTALL CONSTRUCTION ENTRANCE Atli) SEDII ;IIT FENCING P6R THE APPROVED PLAN. 1�, APPLY 140 LBo,A RE r R!E GRAIN. locations are approximate. The General Contractor shall -3.0, -- �0 FERTILIZE WITH 2,000 LDS/ACRE GROUND A TCUL'P'JFiAL 40' 1,14EST01FE AND 750 LBS/ACRE Lc) 10-10 FE VLIZER. HULC11 UITH verify locations prior to construction. 4,900 LBS/ACRE ANCHORED STRAW. RESEED, 01;FERTILI7,E A110 REHULCIE IF GROWTII I3 NOT ADEQUATE FOR STABILIZATION OR TF 16. Water supply to the drinking fountain will be the ANY AREAS ARE DAMAGED oil DESTROYED. Town of Nags Head Water System. 5.0 ' z.o' B. Permanent seeding: planting dates Apttl 15 through November, x-5.7, apply Weeping Love Grass at the rate of 51b.11000 sq, ft. rO optimum dates April -July 15. 4 0' FERTILIZE WITH 3,000 I,BS/ACRE GPOU:lU ,'ft il(CULTU!lAL LIIIEGTONE AND 500 LDS/ACRE 10-10-10 FERTILIZER. 1 IIULCII WITH 4.000 LBS/ACRE OF ANCHORED S RAN. o g at/ % REFERTILIZE THE FOLLOWING APRIL I?ITtf 50'LBS/ACRS OF 41, NITROGEN. IRRIGATE AS REQUIRED TO NAINTAIII A VIBRANT, x 2 0' l _O.0' .••r_. X z' 2 0' COt1SISTEIIT COVER. HOW AS REQUIRED FOR A NEAT APPEARANCE. X 1.4' >qie' X22' I \ \ ALL TEIIFORARY AND PF;RlfANENT EROSION CONTROL IIEASUn1,S HUS'r aE; T" FREQUENTLY HONITORED AND REPAIRED OR REPLACED AS NECESSARY TO I)ISIInF, THAT TIIEY CONTINUE. TO FUNCTION Itl THE INTENDED HAIIIIER. Z 0 4 ? 0 X xz5' X A 2, 1' 2.3, i' KIOSK raB Silt Fence _22r--, _-DRI KING - X -L__ (TYP.)- - e �/2.0�-�'Fou I - Y. 2,2' 2 3X ? 3' ASP 3 ofe � x 30' 1 \ \ r - F 10 'm. \ U 115 p c -r H. 4.1 4. 1' \ l 19 4 4.1- - - I - O -- �/ 2.0' -p o l Bollard /� - j 11.5E \ in O ~ I I M M I- -I ► 9'� IL]-iF r y' - - 0-----� , _> z 1 e x 2 5 2 5 I X 2.7' \ a 4.e " * -�y �\.c' in N a ASPHALT DRIVEWAY aD JI' 1 o # N z 3.7, and PARKING LOT W i _Entry Sign , H.C. PORTABLE Undisturbearea. do ardo not destr,)y x 2.2' 3' Ditch vegetation --- o crete-c`i?Ttr- -Ditch \\ RESTROOM(rith J-' - � � _ �J 3.0' _r- _ - _ - �S\� gat Ice privacy farxx) TYP.) 3.0 _- -- eroded - - `'� - - "`__�- -- __ -� '' r- .eCUrity I'ght � 814.38 - - 4 0' Set Rebar PP 4 0 P p•q P - 4.0 Phone Ped,stai N 63 - 30-00 E-` ----- - Q h 0' ''� -- ---------• - - 5 0' Edge of Pavement -- - 6.0 5.5' S.6' Benchmark Set, L S.E. flange bolt Benchmark Set, Entry' Sign Note: N.C, DOT sign Elevation -5.21' nail in pole Elevations 5.17' Terminate curb (speed limit 45) I 3' from existing Note. edge of pavement 2 PVC casin ror waterline and nderground powerline s U.S. 64/264 (90' R/W) LOT A CAUSEWAY INVESTORS P.C. C. St. 92 - B N/F GORDON H. LAWHORN & wife VIOLET ANNA LAWHORN D.Bk. B12• Pg. 246 - - - PREPARED FOR LEGEND DENOTES POWER POLE TOWN of NAGS HEAD X 2.3' SPOT ELEVATION LIGHT FIXTURES CONSTRUCTION PLANS 4_„/or a.5' PROPOSED GRADE ONEWAY TRAFFIC FLOW ARROW CAR��///�®��i,' GRADING PLANS K •�.....0j• ••'�STERF�.� FIRE HYDRANT •� F o r m T SEAL : Nags Head Causeway ❑ WATER VALVE Z% I_-3165 O DRAINAGE ARROW •••y �eejeDeee,,'I0 219�SU�V``�O•Q� Estuarine Access Site and Interpretive Center r , a�e�� � �AR sea, C' Kq / �ee..ee•�•�eOQf^•. s� A eSe..oeo*,a �i,yFRMAN\\��` H.C. DENOTES HANDICAP ODD NUMBERED LOTS 1 3 1 - 1 67 ROANOKE BEACHES 7E---�(--- 0 SILT FENCE 4 SEA L s 13525 e NAGS HEAD TOWNSHIP DARE COUNTY ----2' EXISTING CONTOUR g,p �®$ - NAGS HEAD NORTH CAROLINA 2 PROPOSED CONTOUR r�,rnq.�` _ I + -J - I I'� Rev. 2/22/96 (notes 23-25. soil erosion ----- ---- - - DATE: January 15 -22, 1996 plan, electric, berm 30Q P.E. Cerlpjh �dMP 1 3525 R L S Cr.rtia�,-ltt,�,, �_ . =!t,' FIELD SURVEY: January 15 - 22, 1996 parking) - -- Date: February 8, 1996 Date: Jan. 22, 1998 JOB NO.: T9568 (Construction Details/Grading) (Site Plan/Topo) SCALE: 1'=30' DRAWN BY: BCD -, .. ,, n.. . ,. r ir.(.'r. ...'.. ,,. - rt,r,. .,....:,...,a..110Y01R.«wMNwCAK.n, ^Y'.1nto .r.... ... .',w.yx.l,.vp pp,,,,,quK@ i .,:.- •YNY,^wL.R .. ..v,.ee„�i,eM„M." Sheet 1 of 2