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HomeMy WebLinkAbout70-96.C8024 5 n I , 50' RIGHT OF WAY 10' 30' BACK TO BACK 10 M5' CONC. 2' ROLL CURB PROFILE GRADE 2' ROLL CURB WALK SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN L Al J a G F A X cc B rn _rn cn Ln 6i I— a CD Cn L ni A 0 co 0i Ln Ln 0 0 1 pL4•'Lfl • 1 • tL4•�S1 8.50'-J s 4 ' 45. T 83 2 0 ,a MEDALIST PARKWAY LINE "A" CURVE DATA 1A j CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA C -1 315.00 21194 11072 208.91 N 45'2157 W 38'4354 C -2 132.85' 118.47' 63.50' 114.58' S 8943'22" W 51'05'29" C -3 60.00' 79.69' 46.96' 73.96' S 77'13'11' W 76b5'50' C -4 330.00' 278.65' 148.24' 270.44' N 55'55'45' W 4872'47' 3 MEDALIST PARKWAY & MARCO POINT t*"8� 4 SCALE: 1"=30' 0802 NOTE ALL STREETS ARE 30' WIDE & HAVE A 50' R /W, UNLESS OTHERWISE NOTED. 5 90 BR STA =0 +31.55 "C" 15.00 RT GUT 7 1 . X E:j / Y CL W J J W 4' CONIC. WALK Qj 1" #11 HAC SURFACE -/ / 3" #9 HAC BINDER PIPE PIPE UNDERDRAIN (TYP) • PREPARED SUBGRADE PER INDIANA DEPARTMENT SEE DETAIL 9" X53 COMPACTED STONE BASE OF TRANSPORTATION SPECS. No. 207 TYPICAL STREET SECTION 1 ceo2 TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB (BETWEEN STORM STRUCTURES & CURB) PAVEMENT TRANSVERSE CONTRACTION JOINTS *(10' MAX. SPACING) CURB JOINT DETAIL 2 *TRANSVERSE CONTRACTION JOINTS C�2 MAX. 5' SPACING WITHIN RADIUS OF INTERSECTIONS AND ENTRANCES. EARTH OR SIDEWALK SURFACE TOP OF CURB CONCRETE CURB 5 PAVEMENT 0802 ' '.:'d'.'.'.'.' •.'.b'.•.'.' '.1•.' ° 17" o,o o.p o•o.p•o e•o.o•o Z 0,o•o•o`•o•o•o.o INSTALLATION REQUIRED, ° • ° •O f ° • 0.0 O.p O p O.p p •O•p•O O.O •p•o ■ • BOTH SIDES OF PAVEMENT RUNNING °' ° •°' ° o . o •o . 0 0 ° •O' ° •O ° •O i ° •O I UNDERDRAIN TRENCH TO BE LINED THROUGHOUT ENTIRE PROJECT. 0.0 •° • ° ° • °'O • ° "O' ° •O ° "O' °'O WITH NON -WOVEN FILTER FABRIC. • PERFORATED PLASTIC PIPE ' °•O'° 0000 "Oi° p •O.p•O O.O.p •O PER INDOT SPECS #718.02 °'00.00' °' TRENCHES ARE ENCOUNTERED, u•o0 oho o •o Z I I o •o . + o GRAVEL .e 4 1 2" TOP SOIL ° . iv R/W LINE o. ° •o EXTEND A MINIMUM OF 5' BEYOND L LOT CONNECTIONS ARE TO BE LOW POINT 00 '- TYPICAL SIDEWALK SECTION STUBBED AND CAPPED 3' 4" TOP OF 'n I BEYOND BACK OF CURB WITH MIN — r CURB CURB BRANDED SS. �a 3 " THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE PIPE UNDERDRAIN EARTH WITH SECTION 207 02 OF TMr STANDARD SPECIF1CA -n ' . ; ^Q� ".:;`. ,,; '. co :.'' - i:.:e .- BACKFILL I _ .�.,.:;y' .� LY' •::..i:. ".. ' :.'.�:` :r s�� 0000°° 0000°' °°'°°°'°°°•°°°•°° t #53 COMPACTED 0000°.° •00 °00 00.00° .°°°.°°°.°°°.°°°. 0000° ° °00.00 °00.00 °0.000•°° ° STONE BASE °p . °,O o °o °.° 00.00 ° °- °o°, °p °'O °°' °o. °o. °o. °0-00). ° 3" 6,. 21_O„ (TYPE 1) 2' CONCRETE ROLL CURB & GUT 4' CONIC. WALK Qj 1" #11 HAC SURFACE -/ / 3" #9 HAC BINDER PIPE PIPE UNDERDRAIN (TYP) • PREPARED SUBGRADE PER INDIANA DEPARTMENT SEE DETAIL 9" X53 COMPACTED STONE BASE OF TRANSPORTATION SPECS. No. 207 TYPICAL STREET SECTION 1 ceo2 TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB (BETWEEN STORM STRUCTURES & CURB) PAVEMENT TRANSVERSE CONTRACTION JOINTS *(10' MAX. SPACING) CURB JOINT DETAIL 2 *TRANSVERSE CONTRACTION JOINTS C�2 MAX. 5' SPACING WITHIN RADIUS OF INTERSECTIONS AND ENTRANCES. EARTH OR SIDEWALK SURFACE TOP OF CURB CONCRETE CURB 5 PAVEMENT 0802 ' '.:'d'.'.'.'.' •.'.b'.•.'.' '.1•.' ° 17" o,o o.p o•o.p•o e•o.o•o Z 0,o•o•o`•o•o•o.o INSTALLATION REQUIRED, ° • ° •O f ° • 0.0 O.p O p O.p p •O•p•O O.O •p•o ■ • BOTH SIDES OF PAVEMENT RUNNING °' ° •°' ° o . o •o . 0 0 ° •O' ° •O ° •O i ° •O I UNDERDRAIN TRENCH TO BE LINED THROUGHOUT ENTIRE PROJECT. 0.0 •° • ° ° • °'O • ° "O' ° •O ° "O' °'O WITH NON -WOVEN FILTER FABRIC. • PERFORATED PLASTIC PIPE ' °•O'° 0000 "Oi° p •O.p•O O.O.p •O PER INDOT SPECS #718.02 °'00.00' °' TRENCHES ARE ENCOUNTERED, u•o0 oho o •o Z I I o •o . + o GRAVEL .e . •� 0 o •o p 0 (I.E STORM, SANITARY SEWERS, & v PREPARED SUBGRADE ° . o R/W LINE o. ° •o EXTEND A MINIMUM OF 5' BEYOND 0 LOT CONNECTIONS ARE TO BE LIMITS OF ENCOUNTERED TRENCH. TYPICAL SIDEWALK SECTION STUBBED AND CAPPED 3' 4" 4" NOT TO SCALE BEYOND BACK OF CURB WITH MIN MIN CURB BRANDED SS. THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE PIPE UNDERDRAIN 3 WITH SECTION 207 02 OF TMr STANDARD SPECIF1CA -n • ONS. 0 W� Z Z 0 Z o o z o I w o 1-0 a'- �'' � z Z'. b' z 6' -0" BETWEEN z \� TRANSVERSE JOINTS 48' -0" BETWEEN EXPANSION JOINTS (MAX) I CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL 6 C802 N TYPICAL UTILITY CROSSING C802 10 11 SIDEWALK V cl r�i.- RAMP SECTION A -A CONTRACTION JOINT (TYP.) - 1/2' PREFORMED EXPANSION JOINT 2' ROLL CURB & GUTTER SIDEWALK MAX MAx 1:2D . C802 PAVEMENT MAX. SLOPE 1:12 SEE, SEC10 94 Off C{!AB 70 RAM' N 12' r RAID MAX SLOPE 1:12 CARRY FLAW LIE TtRO{161{ RAM'S CONTRACTION JOINT JOINT (TYP.) PLAN VIEW 1/2' PREFORMED EXPANSION JOINT DROP CURB TO RAMP IN 12" RAMP MAX SLOPE 1:12 RAMP W XX A 3 + A o CARRY Fl_O1IYl.NIE �a`IL THROUGH RAMP SECTION B -B DETAIL 'T` INTERSEC11ON NOTE: I. ALL HANDICAP RAMPS SHALL MEET THE REQUFaUTS OF THE AMERICAN DISABi11ES ACT. Z MNMIARI I107H OF CLIRB RAMP SHALL BE 4 FEET NOT INCLUDING FLARES. MA>aMM SLOPE OF RAMPS SHALL BE 1:1Z & C1A18 CUT RAIDS ARE TO BE LOCATED AS SIOIkI ON M PLANS OR AS ORECIED BY CITY DWEER. 4. RAMPS SHALL BE PROW AT ALL COMERS OF STREET N19MCTIOK WHEK THIN 6 ETUM OR PROPOSED SIDEWALK AND CURB INCLUDING 7 N191SOCnoNs S SURFACE 7DM E OF 7HE RAMP SHALL BE THAT OBTAINED BY A COARSE BROOMNIG, 7RANSVERSE TO THE S.OPE OF THE RAMP. 6. SIDEWALKS SHALL BE RAMPED WHERE THE DRIVEWAY g1R8 IS MOM ACROSS N WALK 7. CARE SHALL BE TAKEN TO ASSURE A UNIFORM ORADE ON ALL RAIDS WITH NO BREAKS N GRADE. & "AGE STRUCTURES STALL NOT BE PLACED N LINE VIM RAIDS EXCEPT II HEX OWING MANAGE S7RUCi M ARE BEING UTL12ED N THE NEW COIISTRUC110N, LOCATION OF TIE RAMP SHOULD TAKE PRECEDENCE OVER LOCATION OF DRAINAGE STRUCME a THE NORMAL GUTTER LINE PROF SHALL K MAINTAINED 1HR0001I THE AREA OF THE RAM'. 10. EXPANSION J1*1T FOR 7W RAMP SHALL BE A MAWN 1/Y WE THE TOP OF THE JOINT FILER FOR ALL RAID TYPES STALL BE FLUSH WITH ADJACENT CONCRETE 11. CROSSWALK AND STOP LINE MARKN& IF USED, SNAIL BE SO LOCATED AS TO STOP TRAFFIC SNORT OF RAMP CROSSIK 1Z SLOPE OF RAP MAY BE NODDED WHEN MD C"71016 WNWW AND WHEN APPROVED BY THE CITY DKIM SIDEWALK RAMP FOR HANDICAPPED 4 C802 12 1 13 1 14 1 15 Revisl0ns I. PRC 9/27/96 -REV. MINOR DIMS CHANGES AROUND CUL -DE -SAC ,EX -SAN., EX -S1M. & LOT LAYOUT. •�`�GORT CRO I"I No. 920350: 'r-- 10- STATE OF ��'�,� ' �HDIANP• ' V'�`� ONAL II? CERTIFIED BY THIS DRAINANG AND THE WAS. DESIGNS AND CONCEPTS CONTAW HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF SCHIEDER DOEBW OOR M11ON AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WTHN7UT THE WRITTEN CONSENT OF 9CHI EW D DOCIERIM CORPORATI01+1. ©1996, Schneider Engineering Corporation r 1'1 &Imeidq L J Coj)oratWn 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 Landscape Architecture 317- 898 -8282 GIS • US 317- 899 -8010 Fax Geology A Partnered Entity with Bohlen, Meyer, Gibson & Associates, Incorporated PLUM CREEK DEVELOPMENT COMPANY L.LC PLUM CREEK VILLAGE SECTION 2 B HAIMTON COUNTY, INDIANA GENERAL DETAILS Date Project No. Drawn Approv. 8/16/96 904.52 PRC Computer Flies Sheet No. A J: \904\1DMGS\52\C802 XREF: 90452PL (C 8®2 XREF: J: \9o4\DwGS \81 \9as1PL2