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HomeMy WebLinkAbout040-99 Stone Haven @ Haverstick Construction Details.2Ln U Y m v Ln 6 m m 0 N U CD a� c.n J 0 H— Q F -- En Ln Q m a LD a 0 2' RO A -i 4SIDEWA PLACE EXPANSION JOINT AT BACK OF CURB UNE BB OR AT SIDEWALK UNE C L 2' ROLL CURB MAX. RAMP SLOPE 1'/FT.CS A' PLAN VIEW RAMP -�- PAVEMENT SIDEWALK I 4' SECTION A -A CONTRACTI N JOINT (TYP. yi.isilA, 'fi .i. 4­2il SECTION C -C —.►I Imo— VA R. I VAR. DTH OF RAMP SIDEW 4' IN SECTION B -B TYPICAL SIDEWALK RAMP DETAIL FOR HANDICAPPED NOTE: WHERE STORM DRAINS CONFLICT WITH RAMP, RAMPS SHALL BE MOVED TO SIDE OF DRAIN. TYPICAL ASPHALT PEDESTRIAN PATH X—SECTION 4.5" Q 3" - 17.5" TOPSOIL r - LOW POINT o . Q a. 10"A °4 6"° 6.5" COMPACTED BACKFILL 000 1'-0" SHOULDER, TOPSOIL SEED OR SOD, AS REQUIRED TO MATCH DOSING i 4'-0" .., - . , . ' , . r-,,.-0„ 4' THICK 1A LL TEMPORARY SEEDING SHALL BE DONE IN ACCORDANCE WITH SECTION 621 OF I.D.O.H. SPECIFICATIONS WITHIN THE STREET RIGHT-OF-WAY. L"TS OF FULL DEPTH IGRANULAR BACKFILL SHOULDER SECTION CURB SECTION ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKILUED WITH GRANULAR MATERIAL WERE A CUT EITHER TRANSVERSES OR PARALLELS THE ROAD SURFACE GRANULAR BACKFILL SHALL BE PLACED IN THAT PORTION OF THE CUT. THE: ENTIRE EXCAVATED AREA VIM THE RIGHT -OF WAY. MATERIAL PLACEMENT AND COMPACTION SHALL CONFORM TO GENERAL ORDNANCE NO. 24. 19x3, SECTION 28-325 tt0 �d STONE BASE TO �.,. EXTEND UNDER CURB 0 50' R/W 30'-0" COMPACTED SUBGRADE .41 TYPICAL STREET CROSS—SECTION NOT -TO -SCALE 1' H.A.C. SURFACE #11 OR /12 3' H.A.C. BINDER 09 5' COMPACTED STONE BASE /53 4' COMPACTED STONE SUB -BASE #2 COMPACTED SUBGRADE PAVEMENT COMPOSITIONS NOT -TO -SCALE SEEWALK. TOPSOIL, SEiD OR SOD. AS REQUIRED TO MATCH EXISTING W 3' TOPSAIL. SEID OR SOD AS REQUIRED ;j 1d MATCH EXISTING PAVEMENT SURFACE ¢ EXISTING GRADE Ll X11 f COMPACTED EARTH BACKFILL ( �-_-USNC MECHiA WAL COMPACTION /r FOLATE ••,NT -3" - #9 HAC SURFACE 1 f - 4" - #53 COMPACTED STONE STANDARD FULL DEPTH GRANULAR BACKFILL DETAILS NOT—TO—SCALE RESIDENTIAL STREETS ONLY 1{4' 0 THRU BOLTS 6 LARGE MATH WASH �twr„9 0 �OOCbOOm O VARIABLE 28'-0- TO 30--U- HKUM LXM IU gum 2'-0• rJ. / A. m N ' -0' 10' WIN. 2'—D - 2'x6• WOOD RALS] I.S.H.C. SIGN XR-1 •• 1{4' 0 THRU BOLTS 6 LARGE MATH WASH �twr„9 0 �OOCbOOm O 3 " COMPACTED 4•x4' WOOD POST m N m LJ 0 0 #53 STONE 2xPER �s C4 2•x8' WOOD RAILS c � 3" �- Z U W z 0 0 U SANDBAGS 1'- I W Q �--- 24" z COMPACTED SUBGRADE (• 2 BAGS PER POSn z U 01 r� V / l CONCRETE ROLL CURB & GUTTER I a-0- Ire• STEEL PLATES I GRADE LEVEL (TYPE 1)POST- 'x4' WOOD POST o� 4'x4' W000 POST -� NOT -TO -SCALE NOT-170-SCALE U GENERAL NOTES Q ALL WOOD POST AND SUPPORT MEMBERS © REFER TO SECT04 SM OF THE INDIANA SHALL BE PAINTED WITH TWO (2) COATS STATE HIGHWAY COMNS STANDARD OF WITE PAINT. SPECIFICATIONS AND LATEST ADDITION OF Q LOCATION OF BARRICADE AS PER PLANS INDIANA MANUAL OF LNIFORM TRAFFIC © • REFLECTIVE SHEETING TO BE IN ACCORDANCE CONTROL DEVICES. MATH I.S.H.C. STANDARD SPECIFICATION 912.10 © WHEN THE PROPOSED EXTENSION OF THE O4 "• SEE I.S.H.C. STANDARD DETOUR SIGNS SHT. 3. STREET IS TO BE a) !ESS THAN TWO (2) YEARS USE THE SANDBAGS ON POSTS D) GREATER THAN T11110 (2) YEARS USE THE GROUND POSTS STANDARD BARRICADE DETAIL —Um1/4 / FT. 5f -0l) SIDEWALK 4' SLOPE 1/4' FT. MIN. 3' TOPSOIL 4 I-- ROLL TYPE CURRB & GUTTER 4ATERIALRANULAR BAC( OF CURB 2'-0' YIN. 4'-0' MIN. GRADED LAWNS TOP SOIL MIN. 4' I MIN. 4' • t BACKFILL I PREPARED SUBGRAX PROPERTY UNE— TYPICAL SIDEWALK SECTION NOT—TO—SCALE SOIL THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXGEID 6' IN DEPTH. SUBGRADE UNDER ALL CURB , SIDEWALK. AND DRIVES SHALL BE COMPACTED IN ACCORDANCE HATH SECTION 207.02 OF THE STANDARD SPECIFICATIONS, z I z ~ N i 05 BETWEEN BETEN TRANSVERSE JOINTS If5 9—( m N 48'-0' BETWEEN EXPANSION JOINTS (MAX) MIN. CONCRETE SIDEWALK NOT—TO—SCALE PAVEMENT -- / BOTTUM UH UUKH TRANSVERSE EJPANSKIEI JONTsy TRANSVERSE CONTRACTION JOINTS •#"* WHEN BUILT IN CONDUCTION NTH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 1/2' ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD BE INSTALLED AT 20 FOOT SPACING. CURB JOINT DETAIL 4'-0" 1'-0" No. 193558 STATE OF1 10 rn W L� F_ w LTJ U 0 Ln LLJ QT Do � t\ V M � X Z Q Q LN J I rn (D C,r) I 00 CN Ld r Ld I Z O O 00 z LLI f� Z J pi 00 0 L r m N m LJ Z ]C �� < z O c � W Z U W z 0 No. 193558 STATE OF1 10 rn W L� F_ w LTJ U 0 Ln LLJ QT Do � t\ V M � X Z Q Q LN J I rn (D C,r) I 00 CN Ld r Ld I Z O O 00 z LLI f� Z J pi 00 0 SHEET NO. i OF SHEETS ,oe NO18465 L U) 0 b- < z W O _ U W z (n 0 U W Q rF— V / _ z 1 ,J 0 z U O r� V / l SHEET NO. i OF SHEETS ,oe NO18465