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Home My WebLink AboutC804 Street Details-Layout11IV130 )I1VM3GIS — 1VGIdA1 508VONb'1S 7741181/0 30 21/3 A 53 J PER SECTION &09 OF SUBDINSION CONTROL ORDINANCE 1/2" PREFORMED w 1.5 - z o z II 3 TRANSVERSE JOINT NOTE: JOINTS SHALL BE CUT WITH A JOINTER HANNG A RADIUS OF 1/4" AND FILLED NTH JOINT FILLER. 6' -0" MAXIMUM DISTANCE OR WIDTH OF WALK IF LESS THAN 6' -0" BETWEEN TRANSVERSE JOINTS -----------TRANSVERSE JOINT 1/2' PREFORMED JOINT FILLER N 48' BETWEEN EXPANSION JOINTS (MAX.) lir PREPARED SUBGRADE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF STANDARD INDOT SPECS. CONCRETE SIDEWALK NO SCALE NOTES: BROOM FINISH AND EDGED CLASS 'A' CONCRETE 6" DEPTH OF CONCRETE TO BE USED ACROSS DRIVES IF AGGREGATE IS REQUIRED #53 STONE NLL BE USED AT A MINIMUM OF C CONCRETE ROLL CURB & GUTTER CITY OF CARMEL STANDARDS I8" RADIUS COMPACTED BACKFILL CONCRETE ROLL CURB & GUTTER NO SCALE NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT AND /OR SIDEWALK SHALL BE SIMILAR SHAPE ALL WORK ASSOCIATED WTH THE INSTALLATION OF THIS CURBING SHAM CONFORM TO THE LASTEST RENSION OF THE CITY OF CARMEL CONCRETE CURB POLICY. EARTH OR SIDEWALK SURFACE UNDBRDRNN TRENCH TO BE FLUSH NTH BACK OF CURB INSTALL FILTER FABRIC ON PERIMETER OF TRENCH AND OVERLAP AT SUBGRADE LEVEL CONCRETE CURB OR CURB & GUTTER NOTES: DOUBLE WALL RPE, HANCOR HI-Q, TYPE 4 PIPE OR EQUIVALENT PER SECTION 401.01 CF THE STORM WATER TECHNICAL STANDARDS SUBSURFACE DRAIN NO SCALE PIPE SHALL CONFORM TO SPEC REQUIREMENTS OF SECTION 718 OF STANDARD SPECIFICATION INSTALLATION REQUIRED. BOTH SIDES OF PAVEMENT AND MERE REQUESTED BY TIE CITY ENGINEER CITY OF CARMEL STANDARDS SUBSURFACE DRAIN STANDARD DRAWING 10 -9 1' -0" rE 5 0 5 4' 0" [WALK 4" THICK SLOPE 1/4" FT. M4" MIN. GATERIAL RAN ULAN TEMPORARY SEEDING SHALL BE DONE IN ACCORDANCE WITH SECTION 621 DE I.D.O.H. SPECIFICATIONS WITHIN THE STREET RIGHT -OF -WAY. 2' 0" a STONE BASE TO EXTEND UNDER CURB 1 3' -0" 50' R/W 30' 0" SLOPE: MIN. 1 /4" / FT. 03 A 13' 0" SLOPE: MIN. 1/4" / FT. COMPACTED SUBGRADE TYPICAL STREET CROSS- SECTION NOT -TO -SCALE NOTE TO CONTRACTOR: THE CITY OF CARMEL AND THE HAMILTON COUNTY SURVEYOR'S OFFICE REQUIRE DOUBLE WALL RANCOR HI -Q SSD PIPE OR EQUAL TO BE USED COMBINED CURB AND GUTTER TYPE II CITY OF CARMEL STANDARDS COMPACTED BACKALL USE DIMENSONS FOR LOCAL ROADS ONLY 3" TOP SOIL COMPACTED BACKFILL 24" 2 "RADIUS 3/4" .CONCRETE SYSTA Mr 'FA MoYJAYSVATAVATATAWA WAWA :WAYS TA Mr, USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS COMBINED CURB AND GUTTER TYPE II NO SCALE NOTES: INTEGRAL CURB NTH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2" DAMPEN SUBGRADE BEFORE PLACING CONCRETE CONTROL JOINTS EVERY 5' MAXIMUM ON RADII O1HERWSE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINT EVERY 50' MAXIMUM. NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE SHALL CONFORM TO OTYS CONCRETE CURB POLICY IN AU. RESPECTS. 1- 14".4" WOOD POST 1 -111— 2 "x4" WOOD BRACES (2 PER POST) 1 I II 11 1 I II I 1/4" 0 THRU BOLTS fi' LARGE WITH WASHERS SANDBAGS (MIN. 2 BAGS 1' -0" PER POST) 2 .58" W000 RAILS /B" STEEL PLATES 1 -1 I I 111 -111 GRADE LEVEL DOD POST 4 "x4" WOOD Posr GENERAL NOTES lO ALL WOOD POST AND SUPPORT MEMBERS SHALL BE PAINTED WITH TWO (2) COATS OF WHITE PAINT. 10 LOCATION OF BARRICADE AS PER PLANS OE ' REFLECTIVE SHEETING TO BE IN ACCORDANCE WITH LS C_ STANDARD SPECIFICAl1ON 91210_ ® ** SEE IS.H G STANDARD DETOUR SIGNS SHT 3 O5 REFER TO SECTION 00 OF THE INDIANA STATE HIGHWAY COMMISSIONS STANDARD SPECIFICATIONS AND LATEST ADDITION OF INDIANA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. (0 WHEN THE PROPOSED EXTENSION OF THE STREET IS TO BE O) LESS THAN TWO (2) YEARS USE THE SANDBAGS ON POSTS b) GREATER THAN TWO (2) YEARS USE THE GROUND POSTS. STANDARD BARRICADE DETAIL 1.5" H.A.C. SURFACE $11 2" H.A.C. BINDER #8 3" H.A.C. BASE #5D 7" COMPACTED q53 STONE v #0/ // //0<// COMPACTED SUBGRADE PAVEMENT COMPOSITIONS 2 -0„ STONE BASE TO / EXTEND UNDER CURB -'- ..0 T 1111 —I I I 4' -0" SIDEWALK SLOPE 1/4" FT_ NOTE: ALL PAVING 15 TO BE COMPLETED IN ONE PAVING SEASON. IN ROLL CURB & GUTTER TYPE I " TOPSOIL 5' 0" 4" THICK 4" MIN GRANULAR f SIDEWALK NOTE: 1. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWCUT JOINTS 1/4 THE THICKNESS OF THE CONCRETE SIDEWALK. 2. WALKS ACROSS DRIVEWAYS SHALL BE 6" OR THE THICKNESS OF THE PROPOSED DRIVEWAY WHICHEVER IS THICKER. The Contractor shall be responsible for verifying that all state highways, city, and county permits have been obtained by the developer prior to start of construction. — MAX. 50' 'MAX. 50'— ■■■■■ TRANSVERSE EXPANSION JOINTS ■■■■■ ■E!■■ TRANSVERSE CONTRACTION JOINTS TOP OF CURB ■■■■■ ■■■■■ BOTTOM OF CURB x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—OF —WAY SHALL CONFORM TO THE REQUIREMENTS OF THE INDOT STANDARD AND SUPPLEMENTAL SPECIFICATIONS, LATEST EDITION. MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS: THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE TINSTALLED PIPE SHALL BE THE PAVEMENT SECTION, THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1' -0 ", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. NOTE: All paving within the existing and proposed City right —of —way shall conform to the requirements of the department of Engineering. Please add a note to the drawings that the Contractor shall contact the Department of Engineering to schedule a pre — construction meeting to review the Department's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Deportment as it relates to work within the existing and proposed City nght —of —Way, SSLegalACannel RCP Installation Review02-01 -05VDepanrentOfngineedngNote.doc m REVISED PER TAC COMMENTS REVISIONS a CO 'I "�Si0 EPpF� ,,* `es0,: PSG STEgFO...F,� ° No. `.s: 19358 i op'.. STATE OF /4/s %`SS/ONALI m�N or 0FOz O P LA < O LA zow0 Q >� Z m Cr z =ate �QOS z COI p r I-O azma mo a>E o w z wa a - >0 0 a `-' a �LAo (rflCB o co or CO AO .- .- 5S E, ▪ m 0 Cs STREET DETAILS HAMILTON COUNTY, INDIANA CLAY TOWNSHIP DRAWN BY KRG CHECKED BY. BAH SHEE NO. C804 5 &AJBNO. 55960PUL VARIABLE 26 -0- TO 36 -0- FROM CURB TO CURB 10' MIN &4, 2 z8" W000 RAILS - LS.H.C. SIGN XR -1 " r r ROAD _ WHITE $H • FETING REFLECTIVE I CLOSED I 11.- I 4'54" WDOD POST V ORANGE • REFLECTIVE SHEETING V ' ' ' Y u GRADE LEVEL II L� 1- 14".4" WOOD POST 1 -111— 2 "x4" WOOD BRACES (2 PER POST) 1 I II 11 1 I II I 1/4" 0 THRU BOLTS fi' LARGE WITH WASHERS SANDBAGS (MIN. 2 BAGS 1' -0" PER POST) 2 .58" W000 RAILS /B" STEEL PLATES 1 -1 I I 111 -111 GRADE LEVEL DOD POST 4 "x4" WOOD Posr GENERAL NOTES lO ALL WOOD POST AND SUPPORT MEMBERS SHALL BE PAINTED WITH TWO (2) COATS OF WHITE PAINT. 10 LOCATION OF BARRICADE AS PER PLANS OE ' REFLECTIVE SHEETING TO BE IN ACCORDANCE WITH LS C_ STANDARD SPECIFICAl1ON 91210_ ® ** SEE IS.H G STANDARD DETOUR SIGNS SHT 3 O5 REFER TO SECTION 00 OF THE INDIANA STATE HIGHWAY COMMISSIONS STANDARD SPECIFICATIONS AND LATEST ADDITION OF INDIANA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. (0 WHEN THE PROPOSED EXTENSION OF THE STREET IS TO BE O) LESS THAN TWO (2) YEARS USE THE SANDBAGS ON POSTS b) GREATER THAN TWO (2) YEARS USE THE GROUND POSTS. STANDARD BARRICADE DETAIL 1.5" H.A.C. SURFACE $11 2" H.A.C. BINDER #8 3" H.A.C. BASE #5D 7" COMPACTED q53 STONE v #0/ // //0<// COMPACTED SUBGRADE PAVEMENT COMPOSITIONS 2 -0„ STONE BASE TO / EXTEND UNDER CURB -'- ..0 T 1111 —I I I 4' -0" SIDEWALK SLOPE 1/4" FT_ NOTE: ALL PAVING 15 TO BE COMPLETED IN ONE PAVING SEASON. IN ROLL CURB & GUTTER TYPE I " TOPSOIL 5' 0" 4" THICK 4" MIN GRANULAR f SIDEWALK NOTE: 1. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWCUT JOINTS 1/4 THE THICKNESS OF THE CONCRETE SIDEWALK. 2. WALKS ACROSS DRIVEWAYS SHALL BE 6" OR THE THICKNESS OF THE PROPOSED DRIVEWAY WHICHEVER IS THICKER. The Contractor shall be responsible for verifying that all state highways, city, and county permits have been obtained by the developer prior to start of construction. — MAX. 50' 'MAX. 50'— ■■■■■ TRANSVERSE EXPANSION JOINTS ■■■■■ ■E!■■ TRANSVERSE CONTRACTION JOINTS TOP OF CURB ■■■■■ ■■■■■ BOTTOM OF CURB x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—OF —WAY SHALL CONFORM TO THE REQUIREMENTS OF THE INDOT STANDARD AND SUPPLEMENTAL SPECIFICATIONS, LATEST EDITION. MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS: THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE TINSTALLED PIPE SHALL BE THE PAVEMENT SECTION, THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1' -0 ", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. NOTE: All paving within the existing and proposed City right —of —way shall conform to the requirements of the department of Engineering. Please add a note to the drawings that the Contractor shall contact the Department of Engineering to schedule a pre — construction meeting to review the Department's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Deportment as it relates to work within the existing and proposed City nght —of —Way, SSLegalACannel RCP Installation Review02-01 -05VDepanrentOfngineedngNote.doc m REVISED PER TAC COMMENTS REVISIONS a CO 'I "�Si0 EPpF� ,,* `es0,: PSG STEgFO...F,� ° No. `.s: 19358 i op'.. STATE OF /4/s %`SS/ONALI m�N or 0FOz O P LA < O LA zow0 Q >� Z m Cr z =ate �QOS z COI p r I-O azma mo a>E o w z wa a - >0 0 a `-' a �LAo (rflCB o co or CO AO .- .- 5S E, ▪ m 0 Cs STREET DETAILS HAMILTON COUNTY, INDIANA CLAY TOWNSHIP DRAWN BY KRG CHECKED BY. BAH SHEE NO. C804 5 &AJBNO. 55960PUL