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HomeMy WebLinkAbout1059.95.4SITE WORK GENERAL NOTES AND SPECIFICATIONS I. GENERAL CONDITIONS A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY. COUNTY AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. B. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION. C. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF ALL CONSTRUCTION WITH THE RESPECTIVE UTILITY COMPANIES. 0. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THE PROJECTi FAILURE TO DO SO MAY RESULT IN REMOVAL AND REPLACEMENT OF THE DEFECTIVE WORK. IT IS REQUIRED THAT THE CONTRACTOR HAVE A QUALIFIED SUPERINTENDENT ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. E. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO CERTIFY TO CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE. IT IS NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS DONE IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. F. THE DESIGNATION A.S.T.M. SHALL REFER TO THE AMERICAN SOCIETY OF TESTING AND MATERIALS STANDARDS. THE LATEST REVISION OF LISTED A.S.T.M. STANDARDS SHALL PREVAIL. G. THE DESIGNATION IN.D.O.T. SHALL REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 1968 AND ALL SUBSEQUENT REVISIONS. II. CLEARING AND GRUBBING A. CLEARING AND GRUBBING SHALL CONSIST OF CUTTING. REMOVAL AND SATISFACTORY DISPOSAL OF ALL TREES. DOWN TIMBER, BRUSH, PROJECTING ROOTS. STUMPS. RUBBISH, BOULDERS, BROKEN CONCRETE. FENCING (AS DESIGNATED). AND OTHER MATERIAL ON THE PROJECT SITE AND WITHIN THE BOUNDARY AS SHOWN ON THE CONSTRUCTION DOCUMENTS AND /OR AS DESIGNATED BY 'CONSTRUCTION LIMITS'. B. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT TREES TO BE LEFT REMAINING IN THE PROJECT AREA SHALL NOT RECEIVE LIMB, BARK OR ROOT INJURIES. WHEN SUCH INJURIES OCCUR, ALL ROUGH EDGES OF SCARRED AREAS SHALL BE REMOVED IN ACCORDANCE WITH ACCEPTED HORTICULTURAL PRACTICE AND THE SCARS COATED THOROUGHLY WITH AN ASPHALTUM BASE TREE PAINT. C. ALL 'UNSUITABLE MATERIAL' FROM CLEARING OPERATIONS STATED IN ITEM II-A SHALL, BE REMOVED TO DISPOSAL AREA(S) OFF OF THE PROJECT SITEi UNLESS A 'BURY PIT' SHALL BE UTILIZED IN AN AREA AND SHALL NOT BE LOCATED IN AN AREA WHERE STORM DRAINAGE STRUCTURES SHALL BE LOCATED OR WHERE IMPOUNDMENT OF SURFACE DRAINAGE MAY OCCUR. WRITTEN PERMISSION OF PROJECT OWNER MUST BE OBTAINED FOR BURY PIT CONSTRUCTION ON SITE, INCLUDING LOCATION. p. MATERIALS SHALL NOT BE DISPOSED OF BY BURNING UNLESS APPROVED BY THE LOCAL FIRE MARSHAL. B. TOPSOIL SHALL BE KEPT SEPARATED FROM SUITABLE UNDER GRASSED AREAS. BE FILL MATERIALS AND SHALL NOT BE USED AS FILL EIGHTEEN (18) INCHES OF APPROVED TOPSOIL SHALL UNDER PAVEMENT ANO /OR BUILDING AREAS. C. TOPSOIL SHALL BE STORED AT A LOCATION WHERE IT T. DOES NOT INTERFERE WITH CONSTRUCTION OPERATIONS. TOPSOIL TO WITHIN NOT MORE THAN 0.10 FOOT ABOVE REOU I RED SUBGRADE ELEVATIONS. EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE. TOPSOIL STORAGE AREAS SHALL BE APPROVED IN XI V . SEALING A CRACKS AND JOINTS IN BITUMINOUS PAVEMENT WRITING BY THE OWNER. D. TOPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL 0 DEBRIS AND STONES.. &V. EARTHWORK A. THE CONTRACTOR SHALL PERFORM ALL GRADING SHALL BE DONE IN ACCORDANCE WITH O.S.H.A. OPERATIONS TO BRING SUBGRADES, AFTER FINAL STANDARDS TO PROTECT WORKMEN. COMPACTION. TO THE REQUIRED GRADES AND SECTIONS MANHOLE INVERTS SHALL BE SHAPED FOR FLOW FOR SITE IMPROVEMENT. {{{, TREE REMOVAL AND PROTECTION A. TREES SHALL BE REMOVED FROM THE PROJECT SITE ONLY WHERE THE AREA IS TO BE OCCUPIED BY ROAD AND SURFACED AREAS. B. TREES SHALL BE REMOVED FROM THE PROJECT SITE AS DIRECTED BY THE OWNER, AND SO DESIGNATED. C. TREES SHALL BE REMOVED FROM THE PROJECT SITE WHERE THEY INTERFERE WITH THE PLACEMENT OF STORM OR SANITARY SEWERS. D. THE CONTRACTOR SHALL ENDEAVOR TO SAVE AND PROTECT TREES OF VALUE AND WORTH WHICH DO NOT IMPAIR CONSTRUCTION OF IMPROVEMENTS AS DESIGNATED. IN THE EVENT CUT OR FILL EXCEEDS 0.5 FOOT OVER THE ROOT AREA, THE OWNER SHALL BE CONSULTED WITH RESPECT TO PROTECTIVE MEASURES TO BE TAKEN. IF ANY, TO PRESERVE SUCH TREES. E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE METHOD FOR PROTECTION OF TOPS, TRUNKS AND ROOTS OF EXISTING TREES ON THE PROJECT SITE THAT ARE TO REMAIN. EXISTING TREES SUBJECT TO CONSTRUCTION DAMAGE SHALL BE BOXED, FENCED OR OTHERWISE PROTECTED BEFORE ANY ADJACENT WORK IS STARTED. EARTH OR MATERIAL AND EQUIPMENT SHALL NOT BE STOCKPILED OR STORED WITHIN THE SPREAD OF BRANCHES. BRANCHES WHICH NEED TO BE REMOVED OR ARE BROKEN SHALL BE NEATLY TRIMMED AND SCARS SHALL BE COVERED WITH TREE PAINT. F. SEE NOTE II-B. IV. STRIPPING OF TOPSOIL A. THE CONTRACTOR SHALL VERIFY THAT ALL TOPSOIL HAS i BEEN REMOVED IN THE AREAS TO BE OCCUPIED BY ROAD. WALKS AND DESIGNATED BUILDING AREAS. ® TOPSOIL SHALL BE REMOVED TO A DEPTH OF 6 TO 7 INCHES OR DEEPER, IF NECESSARY, TO REMOVE VEGETATIVE MATTER WHERE REOUIREO. ® B. SUBGRADE SHALL BE PROOFROLLEO WITH A MEDIUM WEIGHT ROLLER OR OTHER APPROVED EOUIPMENT AND ALL SPONGY AND OTHERWISE UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. C. SUBGRADE SHALL BE COMPACTED TO 100 % OF STANDARD PROCTOR IN THE UPPER 6' OF DEPTH. DEPTHS OF- EMBANKMENT BELOW THE UPPER 6' SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR. ® D. IT IS RECOMMENDED THAT A REPRESENTATIVE OF THE SOILS ENGINEER BE PRESENT DURING THE PROOFROLLING PHASE OF THE PROJECT. E. ALL FILL MATERIAL SHALL BE FORMED FROM SOIL FREE OF DELETERIOUS MATERIAL. PRIOR TO PLACEMENT OF FILL. A SAMPLE OF THE PROPOSED FILL MATERIAL SHOULD BE SUBMITTED TO THE SOILS ENGINEER FOR HIS APPROVAL. THE FILL MATERIAL SHOULD BE PLACED IN LAYERS NOT TO EXCEED EIGHT (8') INCHES IN LOOSE THICKNESS AND SHOULD BE SPREAD AND DRIED TO A MOISTURE CONTENT WHICH WILL PERMIT PROPER COMPACTION. ® F. ALL FILL MATERIAL IN AREAS OUTSIDE OF BUILDING AND PAVEMENT AREAS SHALL BE COMPACTED LIGHTLY AND PROTECTED FROM EROSION. AREAS OF BUILDING CONSTRUCTION SHALL NOT HAVE UNSUITABLE MATERIAL PLACED IN THAT LOCATION, AND FILL SHALL BE COMPACTED IN ACCORDANCE WITH THE SOILS ENGINEER'S REPORT (95% OF MAXIMUM DRY DENSITY BELOW THE BASE OF FOOTINGS AND BENEATH FLOOR SLABS, 93% OF MAXIMUM DRY DENSITY BENEATH PAVED AREAS.) VI. SANITARY SEWER CONSTRUCTION A. CURRENT CITY OF CARMEL SANITARY SEWER DISTRICT, COUNTY AND STATE SPECIFICATIONS SHALL PREVAIL AS TO MATERIALS AND METHODS OF CONSTRUCTION. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING ALL PERMITS FOR ALL OR PORTIONS OF THIS PROJECT PRIOR TO STARTING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CARMEL WASTEWATER TREATMENT DEPT. 48 HOURS PRIOR TO COMMENCEMENT OF SANITARY CONSTRUCTION. C. SANITARY SEWERS SHALL BE INSTALLED IN ACCORDANCE WITH THE INDIANA STATE BOARD OF HEALTH REOUIREMENTS. ® D. EIGHT (8) INCH AND TEN (10) INCH GRAVITY SANITARY SEWERS SHOWN ON PLANS SHALL BE SOR-35 PVC PIPE IN ACCORDANCE WITH A.S.T.M. 0-3034 WITH A MINIMUM CELL CLASSIFICATION OF 12454-B OR 12454 -C. TWO (2) INCH FORCE MAINS SHALL BE SOR -21 PVC PIPE IN ACCORDANCE WITH A.S.T.M. D-2241 AND A.S.T.M. 0.1784. FORCE MAIN SHALL BE CLASS 200. E. ALL FITTINGS AND JOINTS SHALL BE COMPRESSION TYPE FLEXIBLE GASKETED JOINTS AND MANUFACTURED AND INSTALLED IN ACCORDANCE WITH THE PIPE MANUFACTURER'S SPECIFICATIONS. F. SANITARY MANHOLES SHALL BE PRECAST CONCRETE IN ACCORDANCE WITH A.S.T.M. C-478, INCLUDING CONCRETE ADJUSTING RINGS. G. CASTINGS SHALL BE OF TYPE AND KIND AS SHOWN ON THE STRUCTURE DATA TABLE. H. MANUFACTURED WYES OR TEES SHALL r BE USED FOR LATERAL CONNECTIONS. 1. WATER ANO SEWER LINE CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH TEN STATES STANDARDS AND LOCAL CODES. 1. WHERE WATER LINES AND SEWER LINES CROSS AND THE WATER LINE CANNOT BE PLACED ABOVE THE SEWER LINE A MINIMUM OF 18' WITH A MINIMUM COVER OF 48'. THE SEWER LINE SHALL BE CONSTRUCTED OF WATERWORKS GRADE CAST IRON PIPE WITH MECHANICAL JOINTS. 2. WHERE WATER LINES AND SANITARY SEVER LINES RUN PARALLEL WITH ONE ANOTHER. A MINIMUM OF 10' HORIZONTAL SEPARATION SHALL BE MAINTAINED. J. ALL FUTURE SEWER INSTALLATION. EITHER CONNECTED TO OR EXTENDED FROM THIS SYSTEM, SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE SPECIFICATIONS. K. NO ROOF DRAINS. FOOTING DRAINS, ANO /OR SURFACE WATER DRAINS MAY BE CONNECTED TO THE SANITARY SEWER SYSTEM. INCLUDING A TEMPORARY CONNECTION DURING CONSTRUCTION. L. BUILDINGS SHALL BE SERVICED BY A 6- MINIMUM SANITARY SEWER LATERAL. THE SEWER LATERAL'S TERMINATION SHALL BE INDICATED ON THE SURFACE WITH A METAL FENCE POST SET IMMEDIATELY ABOVE SAID TERMINATION POINT. THE ENDS SHALL BE PLUGGED AND SEALED WITH A WATER TIGHT CLAY OR PLASTIC DISC. WYES ARE TO BE TILED UP TO 45 DEGREES FROM THE HORIZONTAL, WITH SUITABLE FITTINGS FOR ALL CHANGES IN DIRECTION. M. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH 'AS-BUILT' LOCATIONS AND INFORMATION FOR ALL SANITARY SEWER LATERALS WITHIN TEN DAYS AFTER COMPLETION. N. CONCRETE RISER SECTIONS SHALL HAVE EITHER KENT SEAL OR EXTRUDABLE BUTYL RUBBER WHICH MEET A.S.T.M. C-433. 0. MANHOLE WATERSTOPS SHALL BE INSTALLED AT ALL CONNECTIONS TO MANHOLES, WHERE FLEXIBLE -TYPE MANHOLE CONNECTIONS ARE NOT USED. P. ALL PRECAST MANHOLES SHALL BE BEDDED ON A GRANULAR FOUNDATION AS SHOWN IN THE DETAILS. THE GRANULAR FOUNDATION SHALL BE COMPACTED WITH VIBRATORY TAMPS. 0. THE CONTRACTOR SHALL REMOVE BY PUMPING OR OTHER SUITABLE METHODS ANY WATER WHICH MAY ACCUMULATE IN TRENCHES. R. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TESTS FOR LEAKAGE, INFILTRATION AND DEFLECTION ® AS ESTABLISHED BY THE CITY OF CARMEL AND THE INDIANA STATE BOARD OF HEALTH. ANY PORTIONS NOT PASSING SAID TESTS FOR ACCEPTANCE SHALL BE REPAIRED OR REPLACED AT THE - CONTRACTOR'S EXPENSE, INCLUDING RE-EXCAVATION AND BACKFILL. ALL TESTING SHALL BE OBSERVED BY A PROFESSIONAL ENGINEER FOR CERTIFICATION WITHIN FORTY DAYS AFTER COMPLETION. INFILTRATION SHALL NOT EXCEED 100 GALLONS PER DAY PER INCH OF PIPE DIAMETER PER MILE OF PIPE. S. PIPE SHALL BE LAID IN OPEN TRENCHES. EXCEPT WHEN UNDER GRASSED AREAS. BE CONDITIONS REQUIRE AND THE APPROPRIATE APPROVING EIGHTEEN (18) INCHES OF APPROVED TOPSOIL SHALL AGENCIES GIVE WRITTEN PERMISSION FOR TUNNELING PLACED UNDER PERENNIAL AND GROUINDCOVER AREAS. OR JACKING OF PIPE. T. TRENCH SHALL BE OPENED SUFFICIENTLY AHEAD OF TOPSOIL TO WITHIN NOT MORE THAN 0.10 FOOT ABOVE REOU I RED SUBGRADE ELEVATIONS. PIPE LAYING TO REVEAL OBSTRUCTIONS. AND SHALL BE PROPERLY PROTECTED AND /OR BARRICADED WHEN LEFT XI V . SEALING A CRACKS AND JOINTS IN BITUMINOUS PAVEMENT UNATTENDED. U. CONTRACTOR SHALL BE RESPONSIBLE FOR SHEETING AND 0 BRACING OF TRENCHES AS NECESSARY TO PROTECT Q WORKMEN AND ADJACENT STRUCTURES. ALL TRENCHING SHALL BE DONE IN ACCORDANCE WITH O.S.H.A. AE-150 BITUMINOUS MATERIAL AND COVERING WITH STANDARDS TO PROTECT WORKMEN. V. MANHOLE INVERTS SHALL BE SHAPED FOR FLOW JOINTS AND ALLIGATORED AREAS SHALL BE CLEANED BY CHANNELS WITH CONCRETE AND SMOOTHLY FINISHED BY BLOWING WITH COMPRESSED AIR OR OTHER SUITABLE A U-SHAPED SECTION CONFORMING TO THE INSIDE MEANS PRIOR TO THE PLACING OF THE BITUMINOUS DIAMETER OF THE CONNECTING SEWERS. CHANGES IN SEALING MATERIAL. THE BITUMINOUS MATERIAL SHALL SIZE AND GRADE SHALL BE MADE BY SMOOTH TRUE BE ALLOWED TO PENETRATE THE CRACKS AND JOINTS IN CURVES FOR ALL CONNECTING SEWERS AT EACH _ MANHOLE. W. GRANULAR BACKFILL SHALL BE REQUIRED UNDER ALL THEM. ANY EXCESS MATERIAL SHALL BE SOUEEGEED PAVEMENT AREAS AND WITHIN 5 FEET OF THE EDGE OF PAVEMENT, PLUS A DISTANCE OF ONE-HALF THE DEPTH. VI{. EROSION PROTECTION DURING CONSTRUCTION A. THE CONTRACTOR SHALL PROVIDE ADEQUATE EROSION X PROTECTION MEASURES DURING CONSTRUCTION. SQUARE YARD. NOTES THE CONTRACTOR SHALL RECEIVE 1. RIPRAP AT LOCATIONS DESIGNATED ON THE PLANS. IX. 2. SWALES DRAINING THE SITE SHALL BE MULCH SHEET 2 OF 13 SEEDED OR SODDED AND CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRASS COVER. 3. CONSTRUCTION OPERATIONS CONDUCTED ON PRIVATE OR CITY -OWNED PROPERTY SHALL BE FATLY FINISH GRADED AND MULCH SEEDED. VIII. STORM SEWER CONNECTION A. STORM SEWER STRUCTURES SHALL COMPLY WITH CURRENT SPECIFICATIONS OF THE CITY. COUNTY AND ALL AGENCIES IN RESPECT TO DESIGN AND QUALITY OF CONSTRUCTION. B. CONTRACTOR SHALL NOTIFY THE SHELBYVILLE DRAINAGE DEPARTMENT FORTY -EIGHT HOURS PRIOR TO COMMENCEMENT OF STORM SEWER CONSTRUCTION. C. WHERE REINFORCED CONCRETE PIPE IS SHOWN ON THE CONSTRUCTION PLANS, IT SHALL BE IN ACCORDANCE WITH A.S.T.M. C-76 CLASS III WALL 08', UNLESS OTHERWISE SPECIFIED ON THE PLANS. 0. WHERE CORRUGATED METAL PIPE IS SHOWN ON THE CONSTRUCTION PLANS, IT SHALL BE 16 GAUGE UNLESS OTHERWISE SPECIFIED AND SHALL HAVE THE CONNECTING BANDS AND SEALS AS SPECIFIED BY THE MANUFACTURER. C.M.P. MAY BE EITHER ALUMINUM PIPE OR ZINC COATED STEEL SHEETS IN ACCORDANCE WITH A.S.T.M. A -444. E. MANHOLES, CATCHBASINS, AND INLETS SHALL BE PRECAST CONCRETE. F. PRECAST CONCRETE AND STEEL FOR MANHOLES AND INLETS SHALL BE IN ACCORDANCE WITH A.S.T.M. C- 478. G. CASTINGS SHALL BE AS SHOWN ON THE STRUCTURE DATA TABLE FOR MANUFACTURER, TYPE, AND MODEL NUMBER. H. GRANULAR BACKFILL SHALL BE REQUIRED FOR ALL CROSSINGS UNDER PAVEMENT AREAS. XII{. FINISH GRADING AND SODDING (OWNER SHALL DESIGNATE LOCATION IF REQUIRED.) a A. TOPSOIL FOR BACKFILL SHALL BE DARK LOAM, FREE FROM HARD CLODS, STIFF CLAY, SOO, STONES, ROOTS, STICKS OR OTHER DEBRIS OVER 2' IN SIZE. TOPSOIL SHALL BE FREE OF TOXIC MATERIALS AND SHALL BE TESTED FOR PH AND ADJUSTED IF REQUIRED TO RANGE OF 6.0 TO 7.0. TOPSOIL SHALL BE TESTED FOR PERCENTAGE OF SAND, SILT, CLAY AND ORGANIC MATTER. TEST SHALL BE SUBMITTED TO THE ARCHITECT. TOPSOIL SHALL FALL WITHIN THE FOLLOWING RANGESo SAND, 25% -53%i SILT, 28%-50%t CLAY, 8%-27%. ORGANIC MATTER SHALL BE NOT LESS THAN 2% AS DETERMINED BY LOSS ON IGNITION OF MOISTURE -FREE SAMPLES DRIED AT 65 DEGREES CENTIGRADE. B. TOPSOIL SHALL BE STOCKPILED AS DIRECTED BY OWNER OR OWNER'S REPRESENTATIVE. NEW TOPSOIL SHALL BE PROVIDED AS REOUIRED, TO SUPPLEMENT OUANTITY OF STOCKPILED TOPSOIL. C. SIX (6) INCHES OF APPROVED TOPSOIL SHALL BE USED UNDER GRASSED AREAS. BE \����11111111►111/i����i EIGHTEEN (18) INCHES OF APPROVED TOPSOIL SHALL m PLACED UNDER PERENNIAL AND GROUINDCOVER AREAS. � D. FINISH AREAS UNDER LAWN OR UNPAVED AREAS TO RECEIVE ' 9500027 TOPSOIL TO WITHIN NOT MORE THAN 0.10 FOOT ABOVE REOU I RED SUBGRADE ELEVATIONS. ='O o STATE OF ;= c°; J. '' p fit XI V . SEALING A CRACKS AND JOINTS IN BITUMINOUS PAVEMENT a 0 AND TRANSVERSE. AS WELL AS CHECKED, CRACKED- AND ALLIGATORED AREAS SHALL BE SEALED USING FROM Q 0.10 TO 0.15 GALLON PER SOUARE YARD OF AE-90 OR AE-150 BITUMINOUS MATERIAL AND COVERING WITH EITHER NO. 14-2 OR NO. 17 SAND. THE CRACKS. (f� JOINTS AND ALLIGATORED AREAS SHALL BE CLEANED BY azc BLOWING WITH COMPRESSED AIR OR OTHER SUITABLE MSE Wpo(ft MEANS PRIOR TO THE PLACING OF THE BITUMINOUS 941 NA Mffft SW SEALING MATERIAL. THE BITUMINOUS MATERIAL SHALL higN X044061 BE ALLOWED TO PENETRATE THE CRACKS AND JOINTS IN 3v P-M _ o 317 634 M FAX THEM. ANY EXCESS MATERIAL SHALL BE SOUEEGEED OFF THE PAVEMENT. THE SEALED SURFACE SHALL BE DATE= �7' -1 1995 COVERED WITH APPROXIMATELY 5 POUNDS OF SAND PER X SQUARE YARD. NOTES THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE ENGINEER FOR ANY, CHANGES IX. UTILITIES SHEET 2 OF 13 °D a ¢ ' © 0 A. WATER LINE ° r 1. SEE SHEET 9 FOR MATER LINE DETAILS AND SPECIFICATIONS. o _ J �: Q a > > -x B. ELECTRIC AND TELEPHONE s w 3 I tj Z o � 1. CONDUIT SHALL BE REQUIRED FOR ALL CROSSINGS „ u > o Z UNDER PAVEMENT AREAS. (l' U cc Q 2. GRANULAR BACKFILL SHALL BE REOUIREO FOR ALL v o ul CROSSINGS UNDER PAVEMENT AREAS. _l N N to 3. CONCRETE PADS FOR ELECTRIC AND TELEPHONE TRANSFORMERS SHALL BE SET AT THE m 61 m APPROXIMATE GROUND GRADE AS SHOWN ON THE SITE DEVELOPMENT GRADING PLANS FOR THE RESPECTIVE LOCATIONS. LAST REVISION DATE' 09-2`2, 1945 X. GRANULAR BACKFILL p - , 1 SHALL BE IN ACCORDANCE WITH IN.D.O.T. STANDARD SPECIFICATIONS. XI. PAVEMENT CONSTRUCTION A. ALL PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND CONFORM TO THE MINIMUM STANDARDS OF CITY OF CARMEL SPECIFICATIONS. B. SUBGRADE SHALL BE PREPARED IN COMPLIANCE WITH SECTION 207.02 OF THE IN.O.O.T. STANDARD SPECIFICATIONS. NO TRAFFIC SHALL BE PERMITTED ON THE PREPARED SUBGRADE PRIOR TO PAVING. C. BACKFILLING OF UTILITY TRENCHES WITH GRANULAR MATERIAL UNDER PAVEMENT AREAS IS REOUIREO. D. CONTRACTOR SHALL NOTIFY THE CITY OF CARMEL ENGINEER FORTY -EIGHT HOURS PRIOR TO COMMENCEMENT OF STREET CONSTRUCTION WITHIN ANY EXISTING OR PROPOSED RIGHT-OF-WAY. L� XII. CONCRETE CURB AND WALKS o C� A. SEE DETAIL SHEET FOR TYPE AND DETAILS. (j B. CONCRETE SHALL BE READY MIXED PORTLAND CEMENT CONFORMING TO A.S.T.M. C-150. AND MATER. 1-- AGGREGATE SHALL CONFORM TO A.S.T.M. C-33. COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS � SHALL BE 4000 P.S.I. WHERE REQUIRED. REINFORCEMENT SHALL BE WELDED STEEL WIRE FABRIC 1� CONFORMING TO A.S.T.M. A-185. w C. APPLICATION Inc (j C) 1. PLACE CONCRETE ONLY ON A MOIST. COMPACTED �J () SUBGRADE OR BASE FREE FROM LOOSE MATERIAL. „/� PLACE NO CONCRETE ON MUDDY OR FROZEN CD SUBGRADE. AS TO 2. CONCRETE SHALL BE DEPOSITED SO REQUIRE AS LITTLE REHANDLING AS PRACTICAL. WHEN CONCRETE IS TO BE PLACED AT AN p1 ATMOSPHERIC TEMPERATURE OF 35'F. OR LESS, PARAGRAPH 702.10 OF THE IN.D..O.T. _ SPECIFICATIONS. 1988 EDITION. SHALL APPLY. 3. EXCEPT AS OTHERWISE SPECIFIED. CURE ALL CONCRETE BY ONE OF THE METHODS DESCRIBED IN SECTION 501.17 OF THE IN.O.O.T. SPECIFICATIONS, 1988 ED MONA XII{. FINISH GRADING AND SODDING (OWNER SHALL DESIGNATE LOCATION IF REQUIRED.) a A. TOPSOIL FOR BACKFILL SHALL BE DARK LOAM, FREE FROM HARD CLODS, STIFF CLAY, SOO, STONES, ROOTS, STICKS OR OTHER DEBRIS OVER 2' IN SIZE. TOPSOIL SHALL BE FREE OF TOXIC MATERIALS AND SHALL BE TESTED FOR PH AND ADJUSTED IF REQUIRED TO RANGE OF 6.0 TO 7.0. TOPSOIL SHALL BE TESTED FOR PERCENTAGE OF SAND, SILT, CLAY AND ORGANIC MATTER. TEST SHALL BE SUBMITTED TO THE ARCHITECT. TOPSOIL SHALL FALL WITHIN THE FOLLOWING RANGESo SAND, 25% -53%i SILT, 28%-50%t CLAY, 8%-27%. ORGANIC MATTER SHALL BE NOT LESS THAN 2% AS DETERMINED BY LOSS ON IGNITION OF MOISTURE -FREE SAMPLES DRIED AT 65 DEGREES CENTIGRADE. B. TOPSOIL SHALL BE STOCKPILED AS DIRECTED BY OWNER OR OWNER'S REPRESENTATIVE. NEW TOPSOIL SHALL BE PROVIDED AS REOUIRED, TO SUPPLEMENT OUANTITY OF STOCKPILED TOPSOIL. C. SIX (6) INCHES OF APPROVED TOPSOIL SHALL BE USED UNDER GRASSED AREAS. BE \����11111111►111/i����i EIGHTEEN (18) INCHES OF APPROVED TOPSOIL SHALL PLACED UNDER PERENNIAL AND GROUINDCOVER AREAS. D. FINISH AREAS UNDER LAWN OR UNPAVED AREAS TO RECEIVE ' 9500027 TOPSOIL TO WITHIN NOT MORE THAN 0.10 FOOT ABOVE REOU I RED SUBGRADE ELEVATIONS. ='O o STATE OF ;= c°; J. '' p fit XI V . SEALING A CRACKS AND JOINTS IN BITUMINOUS PAVEMENT A. CRACKS AND JOINTS, BOTH LONGITUDINAL AND TRANSVERSE. AS WELL AS CHECKED, CRACKED- AND ALLIGATORED AREAS SHALL BE SEALED USING FROM Q 0.10 TO 0.15 GALLON PER SOUARE YARD OF AE-90 OR AE-150 BITUMINOUS MATERIAL AND COVERING WITH EITHER NO. 14-2 OR NO. 17 SAND. THE CRACKS. (f� JOINTS AND ALLIGATORED AREAS SHALL BE CLEANED BY BLOWING WITH COMPRESSED AIR OR OTHER SUITABLE MSE Wpo(ft MEANS PRIOR TO THE PLACING OF THE BITUMINOUS 941 NA Mffft SW SEALING MATERIAL. THE BITUMINOUS MATERIAL SHALL higN X044061 BE ALLOWED TO PENETRATE THE CRACKS AND JOINTS IN 3v P-M THE EXISTING SURFACE AND ANY SURPLUS SHALL BE SOUEEGEED BACK AND FORTH OVER THE AREA TO REFILL 317 634 M FAX THEM. ANY EXCESS MATERIAL SHALL BE SOUEEGEED OFF THE PAVEMENT. THE SEALED SURFACE SHALL BE DATE= �7' -1 1995 COVERED WITH APPROXIMATELY 5 POUNDS OF SAND PER JOB # 111- 0711 SQUARE YARD. NOTES THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE ENGINEER FOR ANY, CHANGES TO THE PLANS OR SPECIFICATIONS. SHEET 2 OF 13 0711 SPEC .DGN 071ISPEC.PRt