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HomeMy WebLinkAboutC6 - CARMEL_HAMILTON CO DETAILS - CIVILRELEASED FOR Subject to cumplianci of State and MQIT-OF-WAY 56'-O' LOCAL STREET 0 S 6' Y 14' * * 14' * * 2' 6' 5 H 6 6 w F m N 1] F Z x x IJ Q N 2 U U TYPICAL SECTION LOCAL STREET U o NO SCALE U LEGEND O w HMA PAVEMEN 1.5' - 16.5F/M. HMA SURFACE, TYPE V. 9.5 min J Q U HMA i TYPE'B, ISO min W � 2 330//STD. FACE, TYPE 330//51D. HMA FACE, TYPE W. 250 mm ON U 6' OOYPACIN ON ixoai SIBOtME OEAI4ENT. TYPE tB OR IC E TREA INE L T pQ UNDEWRMN - SEE STANDARD DRANNG 10-12 NOTES: © SDEWALM - SE STANDARD OMWNG 10-I6 Q CONCRETE ROLL CURB AND WTIER - * * CROSS SECTION DMENSONS ME BASED ON SEE STANDARD OMMNG I0-13 CAMEL CLAY COMPREHENSIVE PLAN (C9LW) ® SODDINGClcU Z z ¢ o H � (n 2e =T1/2' CURB AND GUTTER, CONCRETE, TYPE Ll NO SCAM NOTES: INTEGRAL CURB NTH CONCRETE PAVEMENT SHALL E SNLAR SHARE WE All EXPOSED SURFACES CCNTRACTON ANTS SHALL BE SAMED IN CONIINUOUS.Y POURED CURBS TO A MINIMUM DEPTH OF 11Y D DAMPEN SUBGRAE BEFORE PLACING CONCRETE CONTROL MR S EVERY 5' MAXIMUM ON RAOII OE NSE EVERY 10* MAXIMUM. PREFORMED EXPANSION JONr EVERY 5D MAXIMUM. NO BAOIFlWNG OR COMPACTOR MAY OCCUR 12' FROM CURB UNTL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE SWL BE INSTALLED IN ACCOIDANE NTH INDOT STANDARD S'ELIFICARONS III JOINTS SHALL BE CUR i rc o NTH A JOINTER HAVING A o p FL FILLED - JOINT FULUER. WTHNT rc n 2 'n S II 3 DE WAIN DR ALPJ O' n o IN BE1N]M TRANSVERSE JOINTS BE SECTION W OF STANDARD INCOT SPECS. CONCRETE SIDEWALK NO SCALE NOTES ECAED AND BROOM FINISHED . NO 'PICTURE FRAME' FINISHES NLL BE PENAITIED DNSTRACTIDN CLASS A CONCRETE B' DEPTH OF CONCRETE AND 6' COMPACTED AGGREGATE NO, 53 TO BE USED ACROSS DRIVES with all regulatiws IF AGGREGATE IS REQUIRED 153 STONE NLL BE USED AT A MINIMUM O' r', NTH IXCEPTON OF ACROSS DRIVES .....I r..J... City of Carmuld �X�/\�� TGs D*t41WML DATE: \ 10/30/19 CONCRETE FIBER Mix NAY BE USED. BUT MUST E SUMIMD FOR ARPRWN OF THE MIX DE BY THE ENGMEER 66. II 3' TOP SOLD O m K COMPACTED BACNFlLL BITUMINOUS PAVEMENT w W LY CVSS 'A' llJ Z Cm mm OU D W U � STRAIGHT CONCRETE CURB No SCAE O 00 ti U NOTES: INTEGRAL CURB NIN CONCRETE PAVEMENT SHALL BE SIMILAR SHARE CURE ALL, EXPOSED SURFACES CONTRACTON ARTS SHALL E SIRED IN CONTINUOUSLY POURED CURES TO A MINIMUM DEPTH OF 1/3' D DAMPEN CUBCRADE BEFORE PLACING CONCRETE OM�� COMMA JJOINTSEIFRY 5' NININUM ON RAgI OIHERNSE EVERY 1U MINIMUM�NO BAERFlNL NG OR COMPACTOR NAY OCCUR 12' FROM CURB UNTL 5 FULL DAYS HAK P/SPASSEDAfAFTER?PIAtlNC CONCRETEOSIBE IN ACCORDANCE MTH INDOT STANDARD SEFICATONSS tl OFFICE OF THE HAMILTON COUNTY SURVEYOR NPIM' Able Maui III �X„ 35(Vxo%`V Tz— aer i � xw a VOX VVmm x=.a NEENAH 3405 EAST JORDAN 5250 0 Or approved by Haailtion County Suvwyort Office HAMILTON COUNTY Ni ALL DIMENSIONS MpNN M£ IN EN0.19I NA DIETRICJ rMTRBAL: CAST WAY UNION ASTN A-4e, CLASS M FINISH NO FAINT WIMT: FRA E 1381: ORATE 1381 IDRAWING NOT t0 SCALE) PARKING; LOT INLET CASTING IREVWEIN 11n11N2004 1 v 14p isor NANELTON COUNTY SURVEYOR DATE CT-6 NOTES: (a) Where insudiffcient width between the curb and back of sidewalk prevent a standard perpendicular curb ramp running slope, a sidewalk transition may be used OX lower the sidewalk grace. The sidewalk tinansi running slope shall not exceed 8.33%. See Standard Drawing Series E 604SDWK for Rol detai15. 2. The fuming space shall have a minimum clear dimenslon of 4 R x 4 R Building Or OI Sklewalk TrerelNcn and a running slope of 2.00% maximum. Where the firming spare is Othw Constraint COnstrsirad at the back of the sidewalk, the minimum clear dimension shall be 4 Itx 5 It, with the 5-R dimens on in the direction of the ramp 4.'U. 51-0' running slope. Curb as Required I I O 9'min N S'xkxek Sidewalk O � Si0.•welk Sidewalk lRamdSide Flared I••••(5••• Fir ('I will Reb1m (nro CLrb CS I As Required MarMngs 14C'rosswalk Crosswalk Markings PERPENDICULAR CURB RAMP LEGEND: TIERED PERPENDICULAR CURB RAMP ADJACENT WALKABLE SURFACE Q Buffer Or Other No -Walkable Surface Ramp Detectable Warning Surface Sdewalk Turning Spare 14�'-0' I Rele) Curb 6i Clear Space Sidewalk § A5 Requim r ❑ INDIANA DEPARTMENT OF TRANSPORTATION l PERPENDICULAR CURB RAMP TYPICAL PLACEMENT are ............. . SEPTEMBER 2018 CS -- -' STANDARD DRAWING NO. E 604-SWCR-02 Croawalk Markings •0<N W Pfyl�'•, PERPENDICULAR CURB RAMP Yrq /s/Efizabeth'W. rp({p'n 03129/18 ADJACENT NON -WALKABLE SURFACE _ " NO• N : VESIUN DTANDARDS ENGINEER RITE 1020D12cc ' P STATE OF Islyohn . AFSSrON125118 kfe �WTEE �xnYJJ���yW, AL E .`�C` UEF ENGIN ERC CARMEL/HAMILTON CO. DETAILS