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HomeMy WebLinkAbout92-96.13z' 0 LO WU • 50' R/W 10' , 30' ( PAVEMENT 10' I ' I' TYP. 4' CONC. WALK ' 114-1 FT. xU H. A. C. 5URFACE 3 08 OR x9 H.A.0 BINDER • 9 COMPACTED x53 STONE BASE (MAX. _ 3" LIFTS.) 4' CONC. WALK 114" /FT. I /4" / FT. SLOPE MIN. SLQPE 1/4" / FT. SLOP MIN. PREPARE 5UBGRADE COMPACTE01!- TO 98% STANDARD PROCTER 6 I NOTE: 0.10 - 0.15 GAL i50. YD. OF TYPE AE -T ASPHALT EA*AS" TO BE APPLIED BETWEEN EACH LAYER OF BITUMINOUS MATERIAL STONE, 3ND FACE OF CURBS. TACK COAT (PER ISHA SPEC 5.) TYPICAL STREET CROSS SECTION NO SCALE C00i.RETE CL" 1OP504L 'MVEMEN r PREPARED SLOGRADE - ( I • . PKAAND SUBGRADE PIPE MATERIAL: ' • • • SHALL MEET GENERAL INDUSTRY 5 TANIQARD CLAY, CONCRETE, ' RUGATED METAL, PLASTIC, OR = • • • 0i WMN4ED STONE OR WASHED GRAVEL P.O.T. APPROVED EOUAL, OPEN JOINT • , OR PREFOrATED. • �o a I 4- g- q- 1 IN. OD. WK PIPE UNDERDRAIN DETAIL SCALE: 3/4 -• f -0' VARIABLE 26' -0 TO 36'-0" ` FROM CURB TO CURB • � I 2 "X," WOOD RAILS LS•H•C. SIGN XR -I &&71 I _ _ 49• I N. 1 WHITE w ! 4�X 4•� WOOD POST - Fl Zlj� T T I ORANGE W REFLECTIVE SHEETING =e GRADE LEVEL - V4" 0 THRU 4'X 4• WOOD POST DOLTS 6" LG. WITH WASHERS 2 "x4' WOOD BRAC ( 2 PER POST) 2" X B" WOOD RAILS •O SANDBAGS I•_4 kA (WIN 2 BAGS I- PER POST —GRADE LEVEL O I/� STEEL PLATES =o = �� - -� 47X 4" WOOD POST 4' X 4• *000 POST GENERAL NOTES QI ALL WOOD POST AND SUPPORT MEIAIIERS Q REFER TO SECTION BOO OF THE INDIANA SHALL BE PAINTED WITH TWO (2) COATS STATE HIG14WAYCOMMISSIONS STANDARD OF WHITC PAINT. SPECIFICATIONS AND LATEST ADDITION OF Q LOCATION OF BARRICADE AS PER PLANS. INDIANA MANUAL OF UNIFORM TRAFFIC. © I REFLECTIVE ShKTING TO BE IN ACCORDANCE CONTROL DEVICES. WITH I. S.H.C. STANDARD SPECIFICATION 912.10 • ® WHEN THE PROPOSED EXTENSION OF THE (Do-SEE I.S.H.C. STANDARD DETOUR SIGNS SHT. 3. STREET IS TO BE O LESS THAN T%40(21 YEARS. USE THE SANDBAGS ON POSTS t) GREATER THAN Two 121 YEARS USE THE GROUNO POSTS. STANDARD BARRICADE DETAIL I' TYP. 00"F �� oaannnn FAVEWEAFT -1 J BOT MM O' CURS-) '�•+� TRAnsVEA& 00"ATY W z*73 7.Q.1NV► G v7e?.S.rTIOMV .KaNT= •• EXPANSION JOINTS SHALL BL HLACED AT ALL .OLD JOINTS AND ON EACH SIDE OF ALL STRUCTURES. CONTRACTION JOINTS SHALL BE PLACED AT 10 FOOT INTERVALS. CURB JOINT DETAIL NO SCALE LIMITS OF FULL QfPLN GRANULAR BACKFILL SHOULDER, TOPSOIL, IDEWALK, TOPSOIL, SEED SEED OR SOD, AS q: • • SOD. AS REOUIRED PAVEMENT WID H VARIABLE REQUIRED TO MATCH TO A4ATCH EXISTING, EXIS TING. SHOULDER SECT)ON CURB SEcrickv GRANULAR BACKFILL ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFILLED WITH GRANULAR MATERIAL. WHERE_ A CUT EITHEN TRANVERSES OR PARALLELS THE ROAD SURFACE, GRANULAR BACKFILL SHALL RE PLACED IN THAT PORTION OF THE CUT THE ENTIRE EXCAVATED AREA WIT)AW THE RIGHT - -OF -WAY. STANDARD FULL DEPTH GRANULAR BACKFILL DETAIL NO SCALE TOPdOL COMPACTED OACKI LOW AOWT 0533 STONE IMPACTED SUSGRADE CONCRETE ROLL CURB 8 GUTTER NO SCALE G 0 ALL PIPES WITH METAL END SECTIONS SHALL HAVE ANIMAL /CHILD GUARD INSTALLED. STREET CONSTRUCTION 1. All new pave",construction shall comply with current Hamilton County Road Standards and those of the Indiana Department of Highways (IDOH), with respect to design, materials And methods of constructions. 2. The upper 6- inches of Subgrade shall be compacted to 95% standard proctor density• with proper moisture control. 3. Trenches within the subgrade area shall be backfilled with granular material compacted in lifts to conform with Sectiop 715.08 of the Standard Specifications. 4. Subgrades & backfilled excavations shall be inspected and tested by the County Engineer and approved prior to paving. 5. No traffic will be permitted on the Subgrade prior to paving. 6. Proof rolling (if required) shall be done with a rubber tired roller in accordance with Section 203.26 of the Standard Specifications. 7. Any unacceptable portions of the Subgrade must be corrected by the contractor by methods acceptable to the County Engineer, reinspected and approved by the County Engineer prior to paving. CURB, GUTTER AND SIDEWALK CONS'T'RUCTION 1. All concrete used to construct Curbs, gutters and sidewalks within the street rights -of -way shall be Class A and shall be properly cured and protected against loss of moisture and extreme temperatures by methods approved by the County Engineer prior to construction. 2. All concrete shall be protected from rain damage. Any concrete damaged by rain shall be replaced at the Contractor's expense. 3. 1 -inch Transverse Expansion Joints will be required at all cold joints and on each side of all inlet structures. Joints shall be filled with preformed joint filler. 4. Transverse Construction Joints shall be installed at 10 -foot intervals, and shall be filled with 1/4 -inch preformed joint material. 5. Curbs shall be promptly backfilled alter curing protection has been applied. Backfill shall be compacted as soon as practical at an elevation slightly above the curb. Regrading will be necessary as the backfill settles to insure grade above tht curb. 6. All .sidewalks shall conform to Section 604.03 of the Standard Specifications. Sidewalks will be 4' -0• in width and 4- inches thick, except where crossing driveways they shall be 5- inches. FENCI 12" AND 15" DIAMETER PIPES SHALT, REQUIRE ONE (I) REBAR. PIPES LARGER THAN 15" DIAMETER SHALL REQUIRE FENCC POST SHOUL ADDITIONAL REBARS. PE t3URIED at BELOY WIDTH OF OPENING BETWEEN GROUNCI SURFACE BARS SHALL NOT EXCEEDS-. ANIMAL /CHILD GUARD DETAIL (NO SCALE) SILT TRAP SHALL BE CUT ALONG ALL CURBING e 12"! THAT DOES NOT HAVE SILT FENCE INSTALLED. USE ANGLE BLADED DO' -ER TL CONSTRUCT SILT TRAP SILT TRAP DETAIL (NO SCALE) -- I ' x11 H.A.C. BINDER 3'' x8 OR 09 M.A.C. BINDER 9" COMPACTED 853 STONE BASE (MAX. 3- LIFTS) PAVEMENT COMPOSITION GROUND SURFACE ENCE MATERIAL SHOULD RED G" BELOW GROUND SURFACE. SILT FENCE DETAIL (NO SCALE) SIT 0 ,� >0 OIaT ���, c3 f4o IQ" % BTATE CIF NAL DAVO J.V3T0EPPtLWUTN DATE Prof EInginew NO. 19W