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Home My WebLink About06120001 Large Plan for Old Meridian Place, Sec. 1 pg. 20u111 3 Euivr as, 1540^ Spacing Betweel lular asjansuDJ j ;1.1101" asiati$UtJ1 Transverse Joints 5hre Not Exceed 1.25 roses With PAVEMENT 4 SECTION A A CONTRACTION JOINT (TYP.) SECTION C —C A MAX. RAMP SLOPE 1 /FT RAMP SIDEWALK PLAN VIEW CLASS "A" CONC. PLACE EXPANSION JOINT AT BACK OF CURB LINE B OR AT SIDEWALK LINE VAR. VAR. WIDTH OF RAMP SIDEWA K 4' MIN SECTION B —B TYPICAL SIDEWALK RAMP DETAIL FOR HANDICAPPED NOTE: WHERE STORM DRAINS CONFLICT WITH RAMP, RAMPS SHALL BE MOVED TO SIDE OF DRAIN. -d 4 CURB TAPER IIIIIIIIIIIIIIIII CHAIR BACK CURB DETAIL TRANSITION TO GRASS NOT —TO —SCALE Arr f.UG 05 2O4 "7NU 11:10 AM CITY «F' CARMEL Top $011 Compccted 1 /4 /FT. MIN. 6 TYPICAL ASPHALT PEDESTRIAN PATH X- SECTION 2 18" a Class "A" Concrete e Compacted Subgrode or Aggregate Base 24" 6 0" 10 0" FAX NO. 317 571 2 NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMINC. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRLIE. Ci OF CARMEL STANDARDS COMBINED CONCRETE CURB CUTTER (TYPE 11) FIGURE 1n -11 SLOPE ASPHALT PATH TO ROAD OR TOWARD TOP OF BANK OF DITCH P, Ok1 Sc oe' 1 1' -C Top Soil Compacted secktill A Slope /ft. Compacted Subgrode or Aggregate Bose 24 NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMING CURE ALL EXPOSED SURFACES, DAMPLA SUBGRADE BEFORE PLACING CONCRETE. CIT`l OF CARMEL STANDARDS COMBINED CONC:ETE CURB CUTTER (TYPE III) Scab,: 116" 1' -C" RE 115E0 FIGURE 10 12 cO AUG 05 -2054 ITC 11 :11 1 1":'Y OF CARME. FAH NO 311 571 2439 i8 Washed Aggregate 1' -2" rain. Concrete_ Curb Or Curb Gutter Pavement PIPE UNDERDRAIN (Typical Inskotlotions) NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906,17 OF STANDARD SPECIFICATIONS. CITY OF CARMEL STANDARDS INSTALLATION RECJIRED: 80TH SIDES OF PAVEMENT WHERE REQUIRED BY THE ENGINEER. FIGURE 10 -9 9FG-GF -20'J4 THU 11:10 AM CITY OF CFRMEI 2' -0" 2 "x8" WOOD RAILS FAX N0, 31'7 574 2439 ASPHALT PATH 110# SYD. BITUM SURFACE NO. 11. LV ON 220# SYD. BITUM BINDER NO. 8, LV ON 5" COMPACTED AGGREGATE BASE, SIZE NO. 53 SUBBASE TO BE PLACED IN ACCORDANCE WITH SECTION 304 OF THE INDOT STANDARD SPECIFICATIONS. r Air Air AIII All REFLEC l AV .4411r III Aillr CLOSED 4 "x4" WOOD POST ORANGE REFLECTIVE SHEETING I.S.H.C. SIGN XR -1 1 I 1 1 1 I I I I I I 1 I 11I 1 1 I I I 1 11 1 11 I I I I I I I I 1 I Il II I 1- I I 4 "x4" WOOD POST 0 2 "x4" WOOD BRACES 1 (2 PER POST) SANDBAGS (MIN. 2 BAGS 1' -0" PER POST) 4 "x4" WOOD POST VARIABLE 26' -0" TO 36' -0" FROM CURB TO CURB 1/8" STEEL PLATES O ALL WOOD POST AND SUPPORT MEMBERS SHALL BE PAINTED WITH TWO (2) COATS OF WHITE PAINT. 02 LOCATION OF BARRICADE AS PER PLANS 03 REFLECTIVE SHEETING TO BE IN ACCORDANCE WITH I.S.H.C. STANDARD SPECIFICATION 912.10. O SEE I.S.H.C. STANDARD DETOUR SIGNS SHT. 3. 1/4" 0 THRU BOLTS 6" LARGE WITH WASHERS GENERAL NOTES 2 "x8" WOOD RAILS 4 "x4" WOOD POST 0 P. 09 P, (10 10' MIN. GRADE LEVEL STANDARD BARRICADE DETAIL z 2' -0" GRADE LEVEL REFER TO SECTION 800 OF THE INDIANA STATE HIGHWAY COMMISSIONS STANDARD SPECIFICATIONS AND LATEST ADDITION OF INDIANA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. WHEN THE PROPOSED EXTENSION OF THE STREET IS TO BE a) LESS THAN TWO (2) YEARS USE THE SANDBAGS ON POSTS b) GREATER THAN TWO (2) YEARS USE THE GROUND POSTS. 1' w J -o" 5-0" No— CURB INLET W /MH DETAIL NOT —TO —SCALE (MANHOLE SHALL NOT BE IN PAVEMENT AREA) 4 -0" SIDEWALK 4" THICK SLOPE 1 /4" FT 4" MIN. GRANULAR MATERIAL TEMPORARY SEEDING SHALL BE DONE IN ACCORDANCE WITH SECTION 621 OF I.D.O.H. SPECIFICATIONS WITHIN THE STREET RIGHT —OF —WAY. 100' N.... TRANSVERSE EXPANSION JOINTS III II I 1 I CURB JOINT DETAIL TOP OF CURB STONE BASE TO EXTEND UNDER CURB PAVEMENT MI MEM BOTTOM OF CURB 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 TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED 50 FEET. CONTRACTION JOINTS ON TANGENT SECTIONS SHOULD BE INSTALLED AT 10 FOOT SPACING. CONTRACTION JOINTS ON RADII SHOULD BE INSTALLED AT 5 FOOT SPACING. 13' -0" NOT -TO -SCALE SLOPE: 1 /4" FT. NOTE TO CONTRACTOR: THE CITY OF CARMEL AND THE HAMILTON COUNTY SURVEYOR'S OFFICE REQUIRE DOUBLE WALL HANCOR HI —Q SSD PIPE OR EQUAL TO BE USED. 50' R/W 30' -0" COMPACTED SUBGRADE TYPICAL STREET CROSS- SECTION NOT —TO —SCALE NOTE: THAT ALL CONCRETE AND BITUMINOUS MATERIAL PRODUCTION, TRANSPORT AND DELIVERY, PAVING AND PLACEMENT OPERATIONS FOR IMPROVEMENTS LOCATED WITHIN EXISTING OR FUTURE CITY OF CARMEL RIGHT —OF —WAY SHALL CONFORM TO THE REQUIREMENTS OF THE INDOT STANDARD AND SUPPLEMENTAL SPECIFICATIONS, LATEST EDITION. 13'— SLOPE: 1/4" FT. STONE BASE TO EXTEND UNDER CURB NOTE: ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON. NY-25-2005 WEE. 1 i 3 AI': CITY OF Tap Soil Compacted 6ockRI1 FOX NC, 317 571 2439 P. 03 Q Class "A" Concrete empocted Subgrode or Aggregate Bost 24" L!inimum Low Pont CITY OF CARMEL STANDARDS CONCRETE ROLL CURB CUTTER NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. Seta: REJISEU IOURE in 2' -0" 0•` I I I I I I 1 4' ROLL CURB GUTTER TYPE I Fr /VA(' COMPACTED SUBGRADE PAVEMENT COMPOSITIONS MIN. 3" NOT —TO —SCALE SIDEWALK 4" _SLOPE 1/4" FT. W W THICK TOPSOIL 4" MIN. GRANULAR MATERIAL 1.5" H.A.C. #11 SURFACE 2" H.A.C. #8 BINDER 3" H.A.C. #5D BASE 7" #53 STONE PAVEMENT COMPOSITIONS NOT —TO —SCALE 1" H.A.C. SURFACE #11 5" H.A.C. #5D BASE 7" COMPACTED STONE BASE #53 -0" Fire al B ac%fill Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 —feet of pavement shall be B— Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 —inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6— inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less then 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. S:\Legal \Carmel RCP Installation Review02- 01 -05\ Water &SewerUnderCityStreets.doc 1'- MAY-H-2005 WEE 11:33 N!' 0 OF F11'}' NO, 317 S71 2439 back Oi Curt GrcCed Lawns 95cklil} 5 x lair. Slope 4' /ft. TYPICAL SIDEWALK SECTION NOT TO SCALE r Property Line 4' S:Cewcik 4' Top So{i Prepared Subgrode THE SPACE BEHIND THE CURB SH BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6' IN DEPTH, SUBGRADE OR BASE UNDER ALL CJRBS, SIDEWALKS, AND DRIVES SHALL OE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. F 04 Malec Or So'ec .oints i4 Th Closs A: Concrete cknems 1 4 Minimum Sioewa1k Su'M with ErtuewOyS 5" Nose Minimum. Thickness 0' r Or Thickness Of Onvewcy Wh :ch Ever js Greater. CONCRETE SIDEWALK NOT TO SCALE CITY OF CARMEL STANDARDS SIDEWAI K DETAILS REVISE.O FIGJEE 10 -14 0" W z J 111111 GTE F� No. is 19358 STATE OF Q /ONAL e. U w 0 CO 0 Ln 0 c\1 DRAWN BY: BAH X Cr) U- I CO F- 0 0 0 a_ w 0 J 0_ w z z o Q z p o Fii- w 0 0 SHEET NO. S 8c A JOB NO. 52605CTX 00 cu L_ 0 H— CHECKED BY: EEF m w I- 0 z z Li Li C 0 C802 CONSULTING ENGINEERS LAND SURVEYORS 9940 Allisonville Rd., (317) 849-5942 CENTERLINE REVISIONS