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HomeMy WebLinkAbout14 45-01SP Construction Details2' RO PLACE EXPANSION JOINT a - AT BACK OF CURB LINE B OR AT SIDEWALK UNE - -�C C 2' ROLL CURB MAX. RAMP SLOPE 1 " /FT. AJ v CLAS— g "A' Co NK. RAMP PLAN VIEW PAVEMENT SIDEWALK �'°• - VAR. ..,•fit.. VAR. OF RAMP SIDEWA I 4' MIN SECTION A —A CONTRAC11 N JOINT (TYP� SECTION B —B SECTION C —C TYPICAL SIDEWALK RAMP DETAIL FOR HANDICAPPED NOTE: WHERE STORM DRAINS CONFUCT WITH RAMP, RAMPS SHALL BE MOVED TO SIDE OF DRAIN. 4.5" O Lo M Do � TOPSOIL JaA LOW POINT oQ a a _ 3» COMPACTED BACKFIL vC° d 2.5 53 0 0000 0$0 0&29 00 0 ooaD 2.5 "COMPACTED ° 0 ° #53 STONE 24" COMPACTED SUBGRADE CONCRETE ROLL CURB & GUTTER (TYPE 1) NOT- TO -SCAU_ BACK OF CURB W -0" V -0' MIN. R/W 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 WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. CONCRETE SIDEWALK NOT -TO -SCALE , » » , » 1 -0 4'- p 5)_p» 2 -0 RESIDENTIAL STREETS ONLY VARIABLE 26' -0• TO 36' -0" FROM CURB TO CURB i z' -0" 10' MIN. I 6� 6• 2'x6' WOOD RAILS I.S.H.C. SIGN XR -1 •• ROAD�0 .I- WHITE • REFLECTIVE SHEETING CLOSED 4'x4' WOOD POST m •I- ORANGE • Ar REFLECTIVE SHEETING GRADE LEVEL 4•x4• WOOD 2•x4' WOOD BRACES (2 PER POST) SANDBAGSI (P". POsna f' . WOOD POST 1 A' 0 THRU BOLTS s LARGE MATH 2 "x8' WOOD I STEEL PLATES C SIDEWALK 4" THICK 4" MIN. GRANULAR ! GENERAL NOTES 1Q ALL WOOD POST AND SUPPORT MEMBERS SHALL BE PAINTED WITH TWO (2) COATS © REFER TO SECTION 800 OF THE INDIANA 0 OF WHITE PAINT. LOCATION OF BARRICADE AS PER STATE HIGHWAY COMMISSIONS STANDARD SPECIFICATIONS AND LATEST ADDITION OF INDIANA ('3 PLANS • REFLECTIVE SHEETING TO BE IN ACCORDANCE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ® WITH I.S.H.C. STANDARD SPECIFICATION 912.10. •• SEE I.S.H.C. © WHEN THE PROPOSED EXTENSION OF THE STANDARD DETOUR SIGNS SHT. 3. STREET IS TO BE a) LESS THAN TWO (2) POSTS bb� GREATER THAN TWO (2) YEARS USE THE GROUND POSTS. STANDARD BARRICADE DETAIL SIDEWALK 4" THICK 4" MIN. GRANULAR ! !14 SHOULDER, TOPSOIL, SEED OR SOD. AS REQUIRED TO MATCH EXISTING PAVEMEI BASE TO UNDER CURB 13' -0" SLOPE: 1/4" / FT. 50' R /W 30' -0" 13' -0" 2, -p» 5' -0" SIDEWALK 4" SLOPE: 1/41 FT SLOPE 1/4" FT. 4 o MIN. 3" TOPSOIL ROLL CURB & GUTTER 4" GR/ TYPE I MATERIAL COMPACTED SUBGRADE TYPICAL STREET CROSS— SECTION NOT -TO -SCALE LIMITS OF FULL DEPTH IGRANULAR BACKFILL SHOULDER SECTION CURB SECTION ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFILLED WITH GRANULAR MATERIAL. WHERE A CUT EITHER TRANSVERSES OR PARALLELS THE ROAD SURFACE. GRANULAR BACKFILL SHALL BE PLACED IN THAT PORTION OF THE CUT. THE ENTIRE EXCAVATED AREA WITHIN THE RIGHT -OF WAY. MATERIAL PLACEMENT AND COMPACTION SHALL CONFORM TO GENERAL ORDINANCE NO. 24, 1985. SECTION 28 -328 SIDEWALK, TOPSOIL. SEED OR SOD, AS REQUIRED TO MATCH EXISTING z 3" TOPSOIL. SEED OR SOD AS REQUIRED = TO MATCH EXISTING EXISTING GRADE ff COMPACTED EARTH BACKFILL S USING MECHANICAL COMPACTION f 1 EQUIPMENT f STANDARD FULL DEPTH GRANULAR BACKFILL DETAILS NOT -TO -SCALE 4j_p» 1,_p» w z z d- 1" H.A.C. SURFACE #11 OR #12 MME3" H.A.C. BINDER X19 ?• -r-::' '_ va�:i_ 5" COMPACTED STONE BASE #53 4" COMPACTED STONE SUB -BASE #2 '_��� -vim �•. .4 t • COMPACTED SUBGRADE TYPICAL PAVEMENT COMPOSITION NOT -TO -SCALE •••+• 100' - TOP OF CURB •- PAVEMENT BOTTOM OF CURB TRANSVERSE EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS * * * ** WHEN BUILT IN CONJUCTION WITH 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 11ME 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 4b STOEPP"'! "',�, 'STE � '9 19358 STATE OF 1''rrrarm l wN``�` } m z 0 N w Y Q 0 >. Ld O Q m zp <0 m -� U) z °tz M 0 0 M M t� W L- W 0 CINI Q z 0 L0 z W DO 0 X Z Q LI- J I rn c>, � I IY W r W I Z O O 00 Z W `- o L r) Z rn J K) Kn (n 00 a° Z z O Q U v _zz V) _J Q W 0 Z _0 1 U ILL. V) / Z 0 U Z Q N° Z 0 U rW V / V 0 0 O Z 0 T� (Z V W Uj ct Q U SHEET NO. 14 OF 14 SHEETS JOB N0.29648 V) _J Q W 0 Z _0 1 U ILL. V) / Z 0 U Z Q N° Z 0 U rW V / V 0 0 O Z 0 T� (Z V W Uj ct Q U SHEET NO. 14 OF 14 SHEETS JOB N0.29648