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Home My WebLink AboutWESTONpt-MICHIGANrd-C5.2CONTRACTOR TO VERIFY THE MIN. DEPTH O THE SURFACE COURSE 1 1/2" HOT CONIC. SURFA 3" HOT ASPHALTC C COURSE 4" No 4' No. 2 COMP, COMPACTED, WEI SUBGRADE HEAVY DUTY ASPHALT PAVEMENT SECTION 1 HOT TO SCALE CS.2 2 HOT ASPHALTIC CONC ACE COURSE AC COAT HOT ASPHALTIC CONC. SEDER COURSE {TONE BASE LIGHT DUTY ASPHALT PAVEMENT SECTION z NOT TO SCALE C5.2 1. WHERE SIDEWALK IS CONSTRUCTED IMMEDIATELY ADJACENT TO CURB, THE SURFACE OF THE SIDEWALK SHALL BE CONSTRUCTED 3/8- HIGHER THAN THE CURB. 2. TRANSVERSE JOINTS SHALL BE CUT WITH A JOINTER HAVING A RADIUS OF 3/4- AT 6'-0' SPACING AND 48'-0' BETWEEN EXPANSION JOINTS. (FOR SIDEWALK ONLY) 3. SUBGRADE UNDER ALL CURB. SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARDS SPECIFICATIONS. 4. WHERE SIDEWALK IS CONSTRUCTED ADJACENT TO CURB, THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REWIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6'. 5. WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY T4 DEFORMED RE -BAR AT 3'-D' ox. IF NO CONCRETE PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB 15 CONSTRUCTED. EXPANSION JOINTS SHALL BE PLACED AT THE ENDS OF ALL RADII AND AT INTERNALS NOT TO EXCEED 100. CONTRACTION JOINTS SHALL BE PLACED AT 20' o.c. 64-10/10 W.W.F. CONTROL MINT 0/3 4' ASPHALT PAVEMENT KIM Fsue mrx OR004 MBx � e' 3/4" R. 4' GRAIIUVR FILL CONTRACTOR MAY SUB- STITUTE "NYCON" FIBER REINFORCING MIX DESIGN TO BE FORWARDED TO ENGINEER FOR APPROVAL CONCRETE WALK/STOOP DETAIL NOT To SCALE C5.2 ILDII L TRANSVERSE JOINTS SHALL BE CUT MOTH A JOINTER HAVING A RADIUS OF 1/4- AT 6'-D- SPACING AND 48'-0' BETWEEN EXPANSION JOINTS. (FOR SIDEWALK ONLY) 2. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 3. WHERE SIDEWALK IS CONSTRUCTED ADJACENT TO CURB, THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6". 4. WHEN BUILT IN CONJUNCTION NTH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 14 DEFORMED RE -BAR AT V_n' . IF NO rrwraFTr PAv urNT M BEING BUILT, AT THE TIME, THE CURB IS RELEASED FOR CONSTRUCTION ioN OINTS THE ENDSE PLACED AT 20''OF ALL RADII o0 AT SHALL Subject to compliance with all regulations of State and Local Codes aL, City of Camel IVT�LJtDN�XDA� DATE: \ 08/19/19 ASPHALT PAVEMENT SPECIFICATIONS THE PAVING CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING: 1. THE AREA TO BE PAVED SHALL BE CLEARED OF ALL ROCK, DEBRIS, ROOTS AND VEGETATION. AN APPROVED SOIL STERIIANT SHALL BE UTILIZED TO PREVENT THE GROWTH OF WEEDS. 2. ALL SOFT, YIELDING OR OTHER UNSUITABLE MATERIALS ENCOUNTERED DURING ANY PHASE OF SUBGRADE CONSTRUCTION SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. THE REPLACEMENT MATERIAL SHALL FILL THE UNSTABLE AREA FOR THE ENTIRE DEPTH OF THE COMPACTED SUBGRADE AND MEET THE SUBGRADE COMPACTION REQUIREMENTS. THE SUBGRADE SHALL BE SHAPED TO THE TRUE LINES AND GRADE AS SHOWN ON THE PLANE. 3. THE SUBGRADE SHALL BE COMPACTED TO 95% LABORATORY DENSITY AS DETERMINED BY ASSHTO METHOD T-99. 4. THE SUBGRADE AND FINISH PAVING SHALL BE TESTED BY AN APPROVED TESTING COMPANY FOR UNIFORM SMOOTHNESS, DENSITY AND GRADE. 5. SLOPE PAVEMENT 075% (MIN.) TO INSURE PROPER SURFACE DRAINAGE. CROWN DRIVEWAY AT 2% EACH WAY UNLESS SVPERCEEDED BY SPOT ELEVATIONS. 6. THE HOT MIX ASPHALT BASED MAY BE PLACED DIRECTLY ON THE PREPARED SUBGRADE IN ONE LIFT FOR THE BASE COURSE TO THE REQUIRED COMPACTED THICKNESS AS SPECIFIED IN LOCAL STREET STANDARDS. Z. THE HOT MIX ASPHALT BASE AND SURFACE SHALL BE PLACED IN ONE LIFT TO THE TRUE LINE AND GRADES AS SHOWN ON THE PLANS. THE PAVING MIXTURE SHALL BE PLACED AND COMPACTED AT A TEMPERATURE BETWEEN 250 F. (121 C) AND 300 F. (149 C). 8. THE PAVING MIXTURE SHALL BE TRANSPORTED TO THE JOB SITE IN CLEAN WELL -COVERED TRUCKS WITH SMOOTH DUMP BEDS. THE BASE AND SURFACE MIXTURES ARE TO BE PLACED WITH SELF CONTAINED, POWER PROPELLED PAVERS CAPABLE OF PLACING THE MIX TO THE REQUIRED DIMENSIONS AS SHOWN ON THE PLANS. 9. ASPHALT GRADE SHALL BE DETERMINED EY ITS ABILITY TO SATISFACTORY COAT THE AGGREGATE. RESIST RUTTING AND REMAIN STIFF DURING HIGH TEMPERATURES AND SUSTAIN FREEZE/THAW CYCLES IN ADDITION TO THE CONSIDERATIONS OF ANTICIPATED WEATHER, MIXING PROCESS AND CURING RATE. 10. SEE DETAIL ON THIS SHEET FOR PAVEMENT CROSS -SECTIONS. 11. ALL PROPOSED ASPHALT PAVEMENT AS SHOWN SHALL BE CONSTRUCTED IN COMPLIANCE WITH INDOT STANDARD SPECIFICATIONS, LATEST EDITION. 3/4' , B' EXPANSION JOINT SEALANT REINFORCING MESH � �X. EXPANSION CAP NI MIS JOINT TO BE USED AT ALL INTERSECTIONS AND I' ' SMOOTH DOWEL 1'-6' LONG 0 ENDS OF DAILY 'POURS' WUUMUM SPACING SHALL V-0' ooc - GREASE HALF OF DOWEL BE 240OR USE CUT-BAK ASPHALT EXPANSION JOINT DETAIL a NOT TO SCALE C$.2 NOTES: I. 2. S. 4. SAW CUT fi' COMPACTED COLD BIT. MIXTURE 1' HAC ce HAE SURFACE (/53 'B' STONE W/ 3.7 R UOUID ASPHALT) � TACK COAT 6' COMPACTED / 53 STONE GRANUTAR FILL COMPACT TO 95% STANDARD PROCTOR CONCRETE GROUT MAY BE SUBSTINTED FOR COMPACTED STONE AND COLD BIT. MIXTURE AT DIRECTION OF INDIANAPOLIS DEPARTMENT OF CODE ENFORCEMENT PAVEMENT REPAIR CUT DETAIL �1 NOT TO SCALE 5,2 COMPACTED - CRUSHED STONE (2) a6 EARS CONE. WELL COMPACTED SOIL CONCRETE PAVEMENT DETAIL a NOT TO SCALE C5. SEE ARCHITECTURAL/STRUCTURAL SHEETS FOR PIPE BOLIARD LOCANIONS AT TRASH DUMPSTER ENCLOSURE. CONC, CAP CROWNED I' ABOVE TOP OF PIPE 6-W STEEL PIPE FILLED WITH CONIC. as PAINTED SAFTEY YELLOW FINISHED SURFACE 24'P CONIC. POST FOOTING PIPE BOLLARD DETAIL NOT TO SCALE C5.2 JONI SGN.INT REINFORCING 4ESx I/,� c %. X X. X " % 0 IgTG THIS JOINT TO BE SPACED AT A WXIM114 OF W-0' 010 CONTROL JOINT DETAIL a HOT TO SCALE C52 A t I 10 O• /I / I I I zv I 1 V-4' SEESI 6' WIND PRIVACY GATE ----- BIT. PAVEMENT'^ SEE STE PLAN NOT TO SCALE J. 1 w- 'S 0 12" EACH WAY, COVER BOTTOM. COVER TOP BARS 91 LONG 0 P O.C. SECTION A 1% FRONT LAN NEW ARCH. DETAILS ARCH. DETAILS W A,A BICYCLE RACK DETAIL NOT TO SCALE r0' 1/B' ALUMINUM PANEL SCREEN PRINT SYMBOL COLORS SELECTED BY ARCH. HANDICAPPED SYMBOL 60. 2' SO. ALUMINUM POST FINISH AS PER SPECIFICATIONS FINISH GRADE :5• EARTH Y6' CONCRETE FOOTING Mo $ ' a: B' WN HAGN NDICAPPED PARKING SIo NOT TO SCALE C5.2 SEE ARCHITECTURAL DETAILS FOR WALLS, FOUNDATION,GATE AND PIPE BOLLARD DESIGN AND LAYOUT. - 3/4' EOVAL� EQUAL GALVANIZED GATE FRAME W/ IN PT APPLIED VERTICALLY PRIME 1 COAT, PAINT 2 COATS (MATCH COLOR TO BLDG.) 6' CIA GALV. STEEL POST ANCHORED IN CONIC. FOOTING SLIDE ACTION BOLT BY STANLEY CD 1009 CANE BOLT BY STANLEY CO 1271 GRADE OR PAVING CONIC. FOUNDATION SITE DETAILS ,...o f.?..Pr A4",,,,,,.-,- PEBOD332 `-. •P STATE OF .•�'`4 .�SSTONAOR w L EHG. •`,: OR 9: o 30 N rc tl w Do 4 u z � w N i V WG�or=i U V V Ch <CR I un F LL O l� N C3 Oti B Con Mwy� I W d a M 'N � e E a= sn W � WZ w O n � Wy0w�� W 0 Isl U e cao a a 5 d z is 0- r-w i 3 I� E w _ WJ M S � IV\J/ a � O c CO CW-1 o OA�•A o F+N C z V O [~ Z t� DO W O Z C W F Z Al o Z I+y a O Z; � U DRAWN BY: TEN CHECKED BY: ALD PROJECT No. 1610-024 SHEET No C542