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HomeMy WebLinkAbout23-14 Dare County Oversized Plans\ DB 1899 PG 0322 1 I — - `------- _ PC H, SL 160 NOW OR FORMERLY ------ PARCEL TWO I JEFFREY GUTTMAN — 23791 NC 12 HWY. PIN # 0658-05-09-7628 LEGEND- ABBREVIATIONS- ------- DB 1899 PG 0322 —' PC H, SL 160 L I NET' PARCEL THREE SYMBOL DESCRIPTION SURFACE FEATURES �I — _----- ---� 0 NC 12 HWY. nnp.r..qll r.p.nter Inc_ _ ----------__ _ Knnw what's below - - - Call before you dig. 1 ADDED ADJOINER PROPERTY OWNER, SITE NOTATIONS T ATIO DRAWING SCALE: 1' =k PROJECT NO.: P1031 DRAWING NO.: P10310081 DATE: 5-20-13 DRAWN BY DMR CHECKED: OBC NUM. REVISION C"� PROJECT 1. 2. 4. 5. C. LOPMENTSUMMARY, DEVELOP DEVE IL F= " CT NAME: PRC- RTY ADDOESS: Ow'. R; FIN "UMBER' REC tDED REFERENCE: MVt. ,,SUM BUILDING SETBACKS CoNITY OF DARE- RODANTHE REGIONAL PUBLIC BEACH ACCESS AND OCEANFRONIT PARK RODANTHE, NORTH CAROLINA 2 ,731 PIC 12 Hb,V'Y' R00ANTHE, NC COUNTY OF DARE P.O.:BOX 1-cm MANTEO. NC 27959 005805097915 D:B: 1790 PG 11.9, P.C. F, SLICE 190 Fr0NT YARD: 15 SIDE YARD: REAR YARD: :PER CAMA E: TOTAL PROTECT AREA (LANDJlARD OF fi�INt'o) 235.219 S.F.± � ARFA LAND�'b'.A4D C)F FCSNV: 255,786 S.F.± 8.. AOOYIMATE UPLAND AREA: 134490 S-F.± 9 : AFPkOXIMATE WETLAND AREA: 100.729 S.F.± 10. RLR.M. ZONE', ZONES VE (EL 13)/ E (EL 11v AE (EL 9) COMMUNITY PANELS: 3730 0650). 3730 0658i: 3730 0649). 3730 L`6483 REVISION DATE: 20-.Sep-06 11, PROPERTY ZONING S-1 SPECIAL DISTRICT 2: USE CLASSIFtCA,TIOrI: MUNICIPAL 13. ALL SURVEY DATA IS REFERENCED TO NAVD 88- 14'.. PHYSICAL $UR'dE'r DATA PRC1tirIDED B (.SEABOARD SUFe,jEYING. INC. DATED $ 2 13 _ -- -- DATE APPROX. APPROXIMATELY MON MONUMENT - — CENTERLINE (EXISTING) AVG AVERAGE N NORTH BUILDING SETBACK LINE BLDG BUILDING NO NUMBER - ---- - _ BRG BEARING NTS NOT TO SCALE CONTOUR (INDEX) CATV CABLE TV PROPERTY LINE CL CENTERLINE PP POWER POLE ------ -- - EASEMENT CONC CONCRETE RD ROAD i - - -- PROPERTY LINE (EXISTING) CONST CONSTRUCTION REQ'D REQUIRED I E EAST, ELECTRICAL R/W RIGHT-OF-WAY RIGHT-OF-WAY (CURRENT) EA EACH SF SQUARE FEET/FOOT EL ELEVATION ST STREET BOUNDARY LINE ELEC ELECTRICAL T TELEPHONE, TANGENT, TON EOP EDGE OF PAVEMENT '404' WETLAND LINE TEMP TEMPORARY - — — — EXIST EXISTING TYP TYPICAL CAMA SETBACK/AEC FH FIRE HYDRANT UG UNDERGROUND FT FEET/FOOT VC VERTICAL CURVE. i � s I --.-- FLSNV HORIZ HORIZONTAL VERT. VERTICAL �.... ... . — -- — SHORELINE/DITCH CL HT HEIGHT WM WATER METER LF LINEAL FOOT/FEET W/0 WITHOUT _ MIN MINIMUM & AND . MISC MISCELLANEOUS s 1 y CIRMI.:� &TJAN CREATIVE ENGINEERING SOLUTIONS, PLLC FIRM LICENSE: P-0970 262 MOTHER VINEYARD RD. MANTEO, N.C. 27954 dave@creativeengineeringobx.com www.creativeetigineeringobx.com TEL/FAX: 252,473.5566 MOBILE: 252.475,0038 IINEER'S SEAL PROJECT NAME DRAWING TITLE COUNTY FD A +JEXISTING RODANTHE RE:G10NAL PUBLIC BEACH ACCESS CONDITIONS HLAN GRAPHIC A I V U OCEANFRONT PARK SCALE: KINNAKEET TOWNSHIP, DARE COUNTY NC (IF PLOTTED 24'X36") f GRAPHIC sa 50 200 DRAWING NUMBER SHEET NUMBER. "PRELIMINARY- DO SCALE: ti NOT USE FOR 1„ = 100'- CONSTRUCTION (IF PLOTTED 11 x: NOW OR FORMERLY MILDRED MIDGETT & MAGGIE SMITH PIN # 064920906089 DB 1390 PG 0237 PC E, SL 470 23702 NC 12 HWY. NOW OR FORMERLY MORIS & OFIRA COHEN PIN # 064808996974 D131612PG0170 PC F, SL 190 0 NC 12 HWY. EX, DITCH PRO. CONCRETE ENTRANCE APRON EX.15"O CMP TO BE REPLACED WITH 15"0 RCP PIPE NOW OR FORMERLY COUNTY OF DARE WATER PLANT & GROUND STG. PIN # 065917006183 DB 490 PG 305 PCC,SL16C UNIT 0 rk.- D, Jl_ -+-+ LOTS 1 & 2 — -- --- _ 23781 NC 1 2 HWY. NOW OR FORMERLY — — JEFFREY GUTTMAN — — — PIN # 065805092656 _ DB 1899 PG 0322 — — PC H, SL 160 r — — PARCEL TWO NC`.'.' OR FORMERLY- 23791 NC 12 HWY. I JEFFREY GUTTMAN PIN a 0658-05-09-7628 , DB 1899 PG 0322 — - - — PC H, SL 160 � LINETYPE. PARCEL THREE 0NC12HWY.NOW OR FORMERLY ry — ---- JEFFREY GUTTMAN PIN # 0658-05-09-7628 — -- DB 1899 PG 0322 LEGEND- ------------_ PC H, SL 160 -- --_ SYMBOL DESCRIPTION SURFACE FEATURES PARCEL THREE 0 NC 12 HWY. EX. IRON PIPE -------_ _ - EX. IRON ROD SET IRON ROD EX. CONC. MON. nter Inc. �— — 0 - CALCULATED POINT OneCall EX. CONTROL CORNER NOTE: ® - WATER METER THE INFORMATION DESCRIBED HEREON IS BELIEVED TO BE - PHONE PEDESTAL ACCURATE, COMPLETE, AND CURRENT. CES, PLLC MAKES NO - CAN r.Y!- n__ WARRANTY AS TO THE ACCURACY, COMPLETENESS OR Know what's below Call before you dig. 1 ADDED ROAD DRAINAGE SWALE, SITE NOTATIONS DRAWING SCALE: I— — "50' 2 REV'D WW LOCATION, ROADWAY ALIGNMENT, PARKING AREA 3 ADDED SHOWER STATION PROJECT NO.: P1031 4 UPDATED SITE PLAN/REV'D SITE CALCULATIONS DRAWING NO.: P10310C1B1 DATE: 5-20-13 DRAWN BY: DMR CHECKED: OBC NUM, REVISION 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. 6-18-13 PROJECT DEVELOPMENT SUMMARY: In ::: aF °FL =: STE NOTES' `R 1 1 F,,,_IECT t�1a.F.E: CAJNTYCF CARE• ROeANTHE REGIONAL PjPU: FIr �_ �OPF CCwlxra hIT` F Fl Ls uNES ._ ;EL 13:"4 - rsa - a a )E53' 3-3r c�5e >�_ _. 3 3e 1E�Lf' 7- - 2-13 2Efi_H =C Est ANDG EANFRCHTrARK R At,1THE t.IOR.TH'CAR.CLINA ~E T i N CATE. _ FF FERT`_7Ct1iNG. 1cF£:1ALLCi=T%;:T 7-24-13 FRCFERrv,�,EDP.E . 1 NC 12HVf R^CAtTTHE t.0 USE L SI f nTiC"! A.LL°v R,.C,ry I: RF c ERiCEC TC N- 7 Pg. r, NICiP'L 10- 88-1 COURT°CF CAR.E P E Cx ior, _5: 01.4.1!1,ALn V. _ 1T`< K Cri. Er 8•-5ca_ 1E. LCT C_, c'_- i E':1LT UPON ARE1. ;' cl,o'.E`IN? t,C CLTEC;:-13 a ho MANTEC. N_ =7959 GR�.FOSEC F:_ .- •r_1 FR.OF, CSEDCj C;: ZIB SF 3W SF 5. RE'. f^EC F;EkEFENCE: D E 1 9C, P( 119. F, F 5UCE Is" .OFI RETE F-ax7l� SICfYKUCt TOTAL CE ELSMfW !�• :r35 SF $?4 SF: --- _ E- F[HIMf,„! 9WLTINrSET8 FRONT vAR.D: 15 LCT 8L . ^.EAAGE ` NOTE ELEVATED CUNE b 1-K5 ` -- RAVEL P :RKMS & CAP.0 ExULme 1'S3 CE ARC. iv RELP. .a:RC': FER'.:a.f+,i}": FROMBL`A CAL"U4T! NS S PER r.- EC: 51 i .:tE — F- T-TAt 6Rb3E T REA: i, APE& UlaNOWARD OF FLSN;1: LA tI INARU, CF A'HVv^ a'BE 19 SFt 255 % SF± 17- FUA BETWEEN AEC KC ^ % ET 18 = CF BuA BETV,4fEH E. s ^rrF_ 35: � s CE34 g, AvSA W.4'wEEN AEC 3[,Ci CFF_.ET c'. FUR"' 55 384 =f,} 2L= edT`c'EEN Al 3C DFEET 9;, FL_hNV '- 15 crl-STrE PARKMC: ,n TCTAL GARw,t�1� FcaCLt M-_M"D 1 "^ TE 1 s cr fr;a �S.TE LCLAHC Oh Ea: ILAAso, 5'r4 UTILITY POLE — GUY WIRE - FIRE HYDRANT zELECT. TRANS. m - WATER VALVE S - WATER SPIGOT ss SANITARY SEWER GRAVEL SURFACE WOOD SURFACE PAVED SURFACE WATER SURFACE '-, CONCRETE SURFACE VEGETETATED SURFACE "404" WETLANDS �_RE,�M - _0 UT IO CREATIVE ENGINEERING SOLUTIONS, PLLC FIRM LICENSE: P-0970 262 MOTHER VINEYARD RD. MANTEO, N.C. 27954 dave@creativeengineeringobx.com www.creativeengineeringobx.com TEL/FAX: 25 2.473.5566 MOBILE: 252.475.0038 ENGINEER'S SEAL "PRELIMINARY- DO NOT USE FOR CONSTRUCTION" P RiEfl W EAaT(R0$T I N G) ABBREVIATIONS TOP OF BMP (PROPOSED) - TOP OF DITCH (EXISTING) BUILDING (EXISTING) APPROX. APPROXIMATELY MON MONUMENT AVG AVERAGE N NORTH BUILDING SETBACK LINE BLDG BUILDING NO NUMBER BRG BEARING NTS NOT TO SCALE _ - _ - - _ _ - - - _ - - _ _ _ - - - - CONTOUR (INDEX) CAN CABLE TV T_ PROPERTY LINE 1 Q CENTERLINE PID POWER POLE -- -- -- --- EASEMENT CONC CONCRETE RD ROAD _ _ — — --- — — — PROPERTY LINE (EXISTING) CONST CONSTRUCTION REQ'D REQUIRED E EAST, ELECTRICAL R/W RIGHT-OF-WAY — — RIGHT-OF-WAY ;CURRENT) EA EACH SF SQUARE FEET/FOOT EL ELEVATION BOUNDARY LINE ELEC ELECTRICAL ST STREET EOP EDGE OF PAVEMENT T TELEPHONE, TANGENT, TON "404" WETLAND LINE EXIST EXISTING TEMP TEMPORARY - — -- - — - - CAMASETBACK/AEC FH FIRE HYDRANT �'P TYPICAL UG UNDERGROUND FT FEET/FOOT r ' FLSNV NOR(Z HORIZONTAL VC VERTICAL CURVE VERT. VERTICAL HT HEIGHT ... _..._... SHORELINE/DITCH CL WM WATER METER LF LINEAL FOOT/FEET W/0 WITHOUT BUILDING (PROPOSED) MIN MINIMUM & AND MISC MISCELLANEOUS =� _-_ -- — -- — — WASTEWATER (PROPOSED) 100y - - -- NFIP FLOOD ZONE - -- - --_ --- -_ : nq � BAN 0 6 �.� 14 -CT NAME DRAWING TITLE COUNTY OF FDARE ':nC MI-MHD +�`JTY� I r,- PRELIMINARY rw tF T PUBLICBEACH ACCESS (Al�tlTHE REGl O NAL "` DEVELOPMENT AND OCEANFRONT PARK w� GRAPHIC SCALE: KINNAKEET TOWNSHIP, 1. So DARE COUNTY, NC (IF PLOTTED 21'X36") NUMBER SHEET NUMBER GRAPHIC so 0 zs so 100 200 SCALE: 1" = 100' C-2 7, (IF PLOTTED 111X1T) CL 25' _O"± 0 0 w W 6'-0"f 20'-0" TRAVEL St RFACE 6'-O" f VEGETATED FILTER VEGETATED FILTER STRIP STRIP WETLANDS nC1/4"/FT. l4 ;.-cr/i:F���T�J\ Jr Crt_>U•ryC��'! ` OOLC'-:--n--' < nLC6 3 Ln0_) (5- (jr, x))1 CUnCQcCyOU U.Q()l), 3 C// �O L,1 r_}()C: ) � •t��1C)< IJ(..) , nz4. i � �� F \ ,I t i � � "�� ,. \• / i . \ \\\ 4 n00\J �� Qom` nr,ri )L.)r" 1' ), (`) n,I: I \; � 1 \ >,%/;//r//\l///i /,///, ;/ ,/.'//'./ %// %- - - - - - - - - - - - - - - - // EX. GROUND SURFACE - /�<�' f/ / / /�/ PREPARED AND COMPACTED SUBGRADE, UNDERCUT EX. UNSUITABLE SUBGRADE MATERIAL SHALL 6" AGGREGATE BASE PROOFROLL, CONFIRM MATERIAL &BACKFILL BE COMPACTED TO A MIN. W/COMPACTED CLEAN FILL COURSE PREPARED AND 95%tl MAX. DRY DENSITY AS PER PRO. VEGETATIVE W/GEOTECHNICAL ENGINEER UPON MATERIAL AASHTO T99 & NCDOT SWALE, (SEE GRADING COMPACTED TO 100% OF DRY UNIT WEIGHT AS & DRAINAGE PLAN COMPLETION &PRIOR (APPROX. 4"-8" DEPTH) PER AASHTO T180 & SECTION 500 PRO. 2"0 WATER FOR DEPTHS) TO PROCEEDING NCDOT SEC. 520 SERVICE LINE, (SEE UTILITY PLAN FOR ALIGNMENT) PROPOSED DRIVE AISLE SECTION NOT TO SCALE SECTION VIEW (THROUGH WETLAND PORTION) TABLE OF SIDEWALK JOINTS TYPE LOCATION 20' CENTER TO CENTER ON SIDEWALKS, P.C. "A" AND P.T. OF CURVES. JUNCTION OF EXISTING AND NEW SIDEWALKS, DRIVEWAYS, AND SIMILAR STRUCTURES. "B" 5' CENTER TO CENTER ON SIDEWALKS. TABLE OF CONCRETE TYPE "D" LOCATION REINFORCEMENT 4" SIDEWALK 6x6 W1.4xW1.4. I HANDICAPPED SIGNS- SEE DETAIL THIS SHEET HANDICAP STALL STRIPING r'!nT TO SCALE (SEE PLAN FOR LOCATION) 1/2- 1/8' -7 � � � � 1/2 VARIES 1/8"-1/4`' SEE CONSTRUCTION R' . D/4 PLANS FOR WIDTH} l/2" R ; . :a• f.� . .'..s• a d.�. di SLOPE: 1% (MAXIMUM) E ' ` d , A . - ♦•,, :N. :'::..' .L.: Alt r i, 1/2- PRE FORMED e EXPANSION JOINT 1/2" PRE FORMED EXPANSION )DINT 4" (MINIMUM) FILLER - FILLER TYPE "A" JOINT TYPE "B" JOIt!T TYPE "C" JOINT COMPACTED D 2" SAND CUSHION ON THOROUGHLY - SUBGRADE COMPACTED SUBGRADE WHERE SIDEWALK ABUTS DRIVEWAYS 6" X 6" X AND CONCRETE CURBS, ETC W1..4xW1.4 W.W.F., CLASS "A" CONCRETE. PLACED @ SECTION TYPE 'A' UNDOWELED MICA -DEPTH CONTRACTION (CONTROL) JOINT NOTES: N.T.S. TYPE "A" TYPE "B" TYPE •A- 1. PATH SHALL HAVE A 4" MINIMUM THICKNESS UNDOWELED TRANSVERSE CONTRACTION OR LONGITUDINAL JOINT JOINT JOINT 2. ALL PATHWAYS WILL BE CONSTRIJCTED A MINIMUM OF 5 FEET WIDE. JOINT, SAWED OR PRE -MOLDED. DO NOT DOWEL EXPANSION JOINT. EXPANSION JOINT. 3 ALL CONCRETE USED FOR PATHWAYS SHALL BE A MINIMUM OF 3,500 PSI. PAVEMENTS LESS THAN 7" THICK .. ;�4. PATHWAYS SHALL FORM A CONT INUOUS INUOUS PATH ALONG G .i . r• •4 CONCRETE EPAVE MENT N SECT ION ..' T .. • 1' NOT O SCALE SECTION • .a• •..•rs! �:: 'i - O VIE •Fyn •4 J >,• • t CURB GENERAL NOTES; 5'-,0" CONTROL JOINT. 1. USE ACI 330R-01 GUIDE FOR DESIGN AND CONSTRUCTION CIF rnNCPFTF PLAN -' CONCRETE PATHWAY INSTALLATION DETAILS NOT TO SCALE (SEE PLAN FOR LOCATIONS) 2" X 8" CAP W/ Y8" MIN. EDGE RADIUS 2" X 4" RAIL BOLTED TO 6" X 6" PILING W/ 5/8" DIA. GALV. THRU-BOLT 112" MAX i HANDICAP HANDRAIL �-- 8"MIN. EDGE RADIUS 20 NAILER BOARD W/ 2x8 HANDRAIL 1 112" MAX o 2 X 2" WOOD SPINDLES @ 4-1/2" O.C. i\I 2" X 10" BAND 2" X 8" P.T. JOIST @ 16" O.C. W/ %4 X 6 DECKING - 2" X 10" BAND WITH ' (' 5/8" THRU BOLTS (2) 2" X 10" GIRDER ONE EACH SIDE OF PILING W/ (2) 5/8" DIA. GALV. THRU-BOLTS 6" X 6" PILING WITH MIN. 8' EMBEDMENT @ MAX 8' O.C. NOTES: 1. ALL CONSTRUCTION TO COMPLY WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. 2. ALL LUMBER TO BE SALT TREATED. 3. ALL PILES TO BE 6" X 6" BELOW GROUND RATED USE. 4. ALL FASTENERS TO BE HDG. 5. RAMP HANDRAILS SHALL BE 1 1/4" TO 1 112" IN WIDTH OR DIAMETER WITH THE OUTSIDE OF THE HANDRAIL A MAXIMUM OF 5 112" FROM THE WALL FACE. 6. HANDICAP HANDRAIL REQUIRED ALONG RAMP SECTIONS ONLY. 7. CONSTRUCTION OF DECKS & LANDINGS TO MATCH THAT OF RAMP. TYPICAL ELEVATED WALKWAY DETAIL NOT TO SCALE CROSS -SECTIONAL VIEW (SEE PLAN FOR LOCATIONS) DRAWING SCALE: AS NOTED PROJECT NO.: P1031 DRAWING NO.: P103100B1 DATE: 10-20-13 I D RAW N BY: D M R CHECKED: OBC NUM. I REVISION PARKING LOTS 2. USE ACI 330.1-94 STANDARD SPECIFICATION FOR PLAIN CONCRETE PARKING LOTS 3. ALL CONCRETE USED IN PARKING LOT, UNLESS OTHERWISE INDICATED, SHALL HAVE A COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS. 4. PREPARE THE SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEEER'S RECOMMENDATIONS FOR RIGID PAVEMENTS. THE SOIL SUBGRADE BENEATH PAVEMENTS SHALL BE COMPACTED TO AT LEAST 95% OF ASTM D 698 PRIOR TO ANY PLACEMENT OF SUBBASE FILL OR STONE BASE COURSE. 5. IMPORTED SOIL USE FOR BACK FILL SHOULD BE FREE OF HEAVY CLAY, SILTS, STONES, PLANT ROOT OR OTHER FOREIGN MATERIAL GREATER THAN : z ' DIAMETER IN ORDER TO ACHIEVE ADEQUATE COMPACTION AROUND ht,j T FIXED OBJECT IN GROUND. ALTERNATE WILL BE TO USE FLOWABLE FILL. 6. THE MINIMUM PAVEMENT THICKNESS FOR LIGHT TRAFFIC APPLICATIONS SHALL BE 4 INCHES. & 6 INCHES THICK FOR DRIVEWAY APRONS. 7. KEEP ALL JOINTS CONTINUOUS WITH A MAXIMUM JOINT SPACING OF 10 FT, 8. CONTROL JOINTS SHALL BE FORMED OR SAWED WITHIN 12 HOURS FROM TIME OF PLACEMENT; A. SIDEWALK -SPACING SHALL BE SAME AS WIDTH OF PAVEMENT AND LESS THAN 5 FEET IN LENGTH B. PAVEMENT -MAXIMUM SPACING SHALL BE 2.5 TIMES THICKNESS IN UNIT OF FEET AND LESS THAN 15 FEET IN LENGTH (E.G. T=4 INCH SPACING AT 10'x10') 9. CURE CONCRETE IMMEDIATELY AFTER FINISHING OPERATION IS COP.1PIETED BY USING ONE OF THE FOLLOWING METHODS: WATER, PIGMENTED WATER -BASED CURING COMPOUND OR VISQUEEN AND BURLAP 12" CAP RESERVED PARKING SIGN: R7-8 OR R7-8A GREEN - 18" BORDER AND LEGEND WHITE - (� BACKGROUND BLUE - IN 1 ACCORDANCE W/ H/C STANDARDS ''�-- SIGN: R7-8D GREEN - 4AXIIv1 r-EN UM LT v BORDER AND LEGEND s zso WHITE - BACKGROUND 6„ VA ACCESSIBLE -,."-----"VAN ACCESSIBLE" SIGN 4" WIDE TRAFFIC WHITE STRIPE (TYPICAL) Q Lu o N Q0 w CL t.,_ O � z x J "' O m @ 00 2" RADIUS CONC. TOP / / �/ 3 _ ..d. ,4 2500 PSI CONCRETE A u. 41 3" 12„ HANDICAP SIGN DETAIL NOT TO SCALE (SEE PLAN FOR LOCATIONS) 8" 6" 2„R 6" Concrete Pavement 3• 18" 4 R Joint Seal " Exp. Joint and Preformed Joint Filler TYPE 'D' CONCRETE CURB [JOT TO SCALE (SEE PLAN FOR LOCATION) (!) (2) 5/8" GALV. BOLTS WITH W WASHERS Q 2" x 10- DECK JOISTS @ 16 - x 10" RP:- 1 112" BOLT EDGE DISTANCE. > 2" x 4" NAILER BOARD O.0 i 4" MAX RAIL ° SPINDLE SPACING ° I-- , WRAP HANDRAIL AROUND OUTSIDE OF SUPPORT POST ° iK o I 0 2" Y 10" RAIL CAP s'-0" MIN. BOTTOM'. LANDING AREA d °HTT . I Emil=i ° 77 MIN. 118- EDGE RADIUS 1 2"' x 4" NAILER a ON HANDRAIL BOARD r-- - 0 0 ------------- MIN. 1' WIDE x 1/2 DEEP 7-0" MAX. RAILING 7'-0" MAX. RAIUtdG 7'-_- VAX. RAILING- T-0" MAX. RAILING 34 MIN. HGT. 38" : NOTCH FOR GRIPPING HAND MAX.)) 4� POST SPACING POST SPACING S' SPACING POST SPACING RAIL. CENTER OF NOTCH 1 ABOVE WALKING SURFACE l 1l2" BELOW TOP OF RAIL. �'_ 30'-0" MAX. R'_'� OF RAMP 2" x 8" HAND RAIL / 7'-0' MAX, O.C. (2) 2" x 10" GIRDERS -/ PILE SPACING 2" x 4" NAILER BOARD 6" x 6" OR 8" x 8" CONNECTED WITH (2) 5/8" GALV. BOLTS SUPPORT POST 2- x 2" SPINDLES NAILED TO INSIDE OF 2" x 4" NAILER BOARD i TYPICAL RAMP HANDRAIL DETAIL TYPICAL ELEVATED WALKWAY RAMP DETAIL +. ;.`ALE NOT TO SCALE SIDE VIEW ',1ISCELLANEC` IS NOTES: -- -°' ` ,1 -- CREAM IN., MiAbTIONS CREATIVE ENGINEERING SOLUTIONS, PLLC FIRM LICENSE: P-0970 262 MOTHER VINEYARD RD. MANTEO, N.C. 27954 dave^creativeengineeringobx.com w, ,•;.creativeengineeringobx.com 'EUFAX: 252.473,5566 r•10BILE: 252, 475.0038 LEVEL WITH PAVEMENT X SLOPE 1:12_ MAX. O- o - - SIDEWALK (5' STD.) 3„R... ,• -0.01 (MIN.) SLOPE GUTTER FROM SLOPE CURB 2' DETECTABLE 0.04 (MAX.) RAMP, STREET OR PARKING WITH RAMP WARNING DOMES 0.02 (MIN.) SIDEWALK 0.08 (MAX) 0.02 (NORM.) ELEVATION TOP OF CURB 0.04 (NORM.) 6" CURB MAX. I 4„ 9" / 12:1 MAX, RAMP TYPE A SECTION j NOTE: A PORTION OF ONE OR BOTH RAMPS MAY EXTEND OUTSIDE THE RETURN. NOTES DETECTABLE WARNING SHALL CONSIST OF RAISED TRUNCATED DOMES MANUFACTURED BY "COTE-L INDUSTRIES, INC.". CALLED "SAFTI-TRAX", WITH POLYURETHANE COATING "DURABAK", OR APPROVED EQUAL, APPLIED ON SMOOTH (NON -GROOVED) CLEAN CON- RAMP WIDTH AREA CRETE RAMP, AND SHALL CONFORM TO THE DETAILS IN THE PLANS AND IN ACCORD- IS VARIABLE ANCE WITH MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. @ O O O @ z 0.45"R ALL DETECTABLE WARNING AREAS SHALL START AT BACK OF CURB, BE 24 INCHES IN z O O 0 0 0 d. DEPTH AND COVER THE COMPLETE WIDTH OF THE RAMP AREA 48 INCHES MIN.. J o.02"R 70% VISUAL CONTRAST IS REQUIRED, THE COLOR SHALL BE AN INTEGRAL PART OF THE q O O O O DETECTABLE WARNING MATERIAL, AS SPECIFIED ON THE PLANS. COLOR TO BE DETER- N @ O @ O @ @ MINED BY THE TOWN STAFF, SAFETY YELLOW IS THE DEFAULT COLOR. T.9" 0.4" 2.35" DETECTABLE WARNING SURFACE: �-.•f 9•� -�4" F._S" APPLIED A COATING OF "DURABAK" SLIP -RESISTANT POLYURETHANE COATING TO THE - 0.20" SMOOTH, CLEAN CONCRETE SURFACE. ON TOP OF THE POLYURETHANE COATING APPLY N TRUNCATED DOMES FROM A "SAFTY-TRAX" CONTACT SHEET. - DETECTABLE PRECAST ON TOP OF THE TRUN CTABLE CLASS "B" CA T ED DOMES AND INITIAL POLYURETHANE COATING PLACE THREE ADDITIONAL COATS WARNING DOMES CONCRETE OF "DURABAK" POLYURETHANE COATING. COLOR TO BE DETERMINED BY TOWN STAFF OR AS SPECIFIED ON THE PLANS. SAFETY YELLOW IS A DEFAULT COLOR. ALTERNATE MATERIAL MAY SUBSTITUTED, PROVIDED THE 5. ALL RAMPS AND DETECTABLE WARNING SHALL BE ALIGNED IN THE DIRECTION OF PED PRODUCT IS ON THE TOWN'S APPROVED MANUFACTURER LIST AND THE MANUFACTURER'S PRODUCT AND INSTALLATION ESTRIAN TRAVEL AND DIRECTED TOWARD RAMP. SPECIFICATIONS ARE FOLLOWED. TYPE "A" WHEELCHAIR RAMP NOT TO SCALE 6" AGGREGATE BASE COURSE PREPARED AND COMPACTED TO 10096 OF DRY UNIT WEIGHT AS PER AASHTO T180 & ":COOT SEC. 520 6'-011 - r rr r: ri 1" DIA. HOLE FOR X 30" LG. STEEL ANCHOR - 2 PER BUMPER SUBGRADE MATERIAL SHALL PLAN BE COMPACTED TO A MIN. UNDERCUT EX. UNSUITABLEPREPARED95% MAX. DRY DENSITY AS PER MATERIAL & BACKFILLCOMPAC COMPACTED 3'-0" AASHTO T99 & NCDOT W/COMPACTED CLEAN FILL SECTION 500 MATERIAL SUBGRADE, PROOFROLL, CONFIRM 311 4rr 3rr 2 �rr 6" 2 1/2n (APPROX. 4"-8" DEPTH) W/GEOTECHNICAL G ENGINEER UPON „ COMPLETION & PRIOR 4" MIN. REINF. t'-0" C to O Z CV ENGINEER'S SEAL "PRELIMINARY- DO NOT USE FOR CONSTRUCTION" PARKING LOT PAVEMENT DETAIL TO PROCEEDING NOT TO SCA' = (SEE FLAN FOR LOCATION) (2) 5/8" GALV. BOLTS VJIT-- WASHE 1 112" BOLT EDGE DISTANC_ Y a^ marl GP 245 X 5'-6" AOrr N f vn 10" yy" - ELEVATION SECTION CONCRETE WHEEL STOP NO SCALE SECTION, ELEVATION, PLAN ND OST NC_ -,LE SIDE VIEW PROJECT NAME DRAWING TITLE COUNTY OF DARE PRELIMINARY SITE RODANTHE REGIONAL PUBLIC BEACH ACCESS CONSTRUCTION AND OCEANFRONT PARK KINNAKEET TOWNSHIP, DETAILS DARE COUNTY, NC DRAWING NUMBER 1HOUFEµ1