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HomeMy WebLinkAbout0959.95.4SITE WORK GENERAL NOTES AND SPECIFICATIONS [. 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. D, 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 SPECIFICATIONS MDATED F1988N AND R iS ALL SUBSEQUENT REVISIONS. I(, 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 B 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 11-A SHALL BE REMOVED TO DISPOSAL AREA(S) OFF OF THE PROJECT SiTE1 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. D. MATERIALS SHALL BYTTHE DISPOSED F BY BURNING IREMMARSHAL. III, TREE REMOVAL AND PROTECTION A. TREES AREAVIDS TO BETOCCUPIEDCBYSROAD AND SURFACED AREAS. B. DIRECTED ABY BTHEROWNER, AND M50 THE DESI GNATED. AS GNATED. C. WHERE THEY LINTERFERE ED O H T WITHTHEPLACEMENT OF STORM OR SANITARY SEWERS. 0, 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 SHALL NEED TO BE OR TRIMMEO AND SCARSDSHALLRBEB COVERED WITHBTREEATLY PAINT. F. SEE NOTE II•B. IV. STRIPPING OF TOPSOIL A. THE CONTRACTOR SHALL VERIFY THAT ALL TOPSOIL HAS BEEN REMOVED IN THE AREAS TO BE OCCUPIED BY ROAD. WALKS AND DESIGNATED BUILDING AREAS. TOSOIL SHALL BE REMOV IF NECESSARY TO REMOVEHVEGETATIVE 0 MATTER WHERE REQUIRED. B. TOPSOIL SHALL BE KEPT SEPARATED FROM SUITABLE FILL MATERIALS AND SHALL NOT BE USED AS FILL L, UNDER PAVEMENT ANO /OR BUILDING AREAS. C. TOPSOIL SHALL BE STORED AT A LOCATION WHERE IT NOT INTERFERE WITH CONSTRUCTION OPERATIONS. DOES E SITE. EXCESS TOPSOIL SHALL �J TOPSOIL STORAGE AREAS SHALL BE APPROVED IN U. WRITING BY THE OWNER. p, TOPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL DEBRIS AND STONES. 0 V. EARTHWORK SHALL BE DONE IN ACCORDANCE WITH 0.S.H.4. A. THE CONTRACTOR SHALL PERFORM ALL GRADING V. OPERATIONS TO BRING SUBGRADES, AFTER FINAL COMPACTION, TO THE REQUIRED GRADES AND SECTIONS FOR SITE IMPROVEMENT. ® B. SUBGRAOE SHALL BE PROOFROLLED WITH A MEDIUM WEIGHT ROLLER OTHERWISE inE OR OTHER APPROVED EQUIPMENT AND ALL SPONGY AND UNSUITABLE MATERIAL SHALL BE REMOVED AND W. REPLACED WITH SUITABLE MATERIAL. C. SUBGRADE SHALL BE COMPACTED TO 100% OF STANDARD PROCTOR IN THE UPPER 6' OF DEPTH. DEPTHS OF THE UPPER 6' SHALL BE COMPACTED Vii. EROSION PROTECTION DURING CONSTRUCTION EMBANKMENT BELOW SHALL O EROSION R TO 95% OF STANDARD PROCTOR. © p, IT IS RECOMMENDED THAT A REPRESENTATIVE OF THE SOILS PRESENT DURING THE PROOFROLLING PHASE OF 1. RIPRAP AT LOCATIONS DESIGNATED ON THE ENGINEER BE PLANS. THE PROJECT. E. ALL FILL MATERIAL SHALL BE FORMED FROM SOIL FREE PRIOR TO PLACEMENT OF SEEDED OR SODDED AND CONTRACTOR SHALL BE OF DELETERIOUS MATERIAL. RESPONSIBLE FOR ESTABLISHING GRASS COVER. FILL, A SAMPLE OF THE PROPOSED FILL MATERIAL 3. CONSTRUCTION OPERATIONS CONDUCTED ON SHOULD BE SUBMITTED TO THE SOILS ENGINEER FOR PRIVATE OR CITY-OWNED PROPERTY SHALL BE HIS APPROVAL. THE FILL MATERIAL SHOULD BE IN NOT TO EXCEED EIGHT (8') INCHES NEATLY FINISH GRADED AND MULCH SEEDED. PLACED LAYERS 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 (95X OF MAXIMUM DRY DENSITY BELOW THE BASE OF FOOTINGS AND BENEATH FLOOR SLABS. 937. OF MAXIMUM DRY DENSITY BENEATH PAVED AREAS.) yI, 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 SEVERS SHLL }{ACCORDANCE REOUIREMENTS. © p, EIGHT (8) INCH AND TEN (10) INCH GRAVITY SANITARY SEWERS SHOWN ON PLANS SHALL BE SDR-35 PVC PIPE IN ACCORDANCE WITH A.S.T.M. 0-3034 WITH A MINIMUM CELL CLASSIFICATION OF 12454 -8 OR 12454 -C. TWO (2) INCH FORCE MAINS SHALL BE SOR -21 PVC PIPE IN ACCORDANCE WITH A.S.T.M. 0-2241 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 BE USED FOR LATERAL CONNECTIONS. I WATER HALL BEDINEACCORDANCERWITHN A TEN STATES S STANDARDS AND LOCAL CODES. ►, 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 SEWER 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, AND /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 ENOS 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 EXTRUOABLE 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 CRANULAR FOUNDATION AS SHOWN IN THE DETAILS. THE GRANULAR FOUNDATION SHALL BE COMPACTED WITH VIBRATORY TAMPS. OTHER Q. SUITABLE METHODS SHALL REMOVE METHODSANY WATERWHICHUMAYN CU 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 013SERVED BY A PROFESSIONAL ENGINEER FOR CERTIFICATION WITHIN FORTY DAYS AFTER COMPLETION. INFILTRATION SHALL DIAMETERTPERCMIDLEI NS OF PIPE, S. PIPE SHALL BE LAID IN OPEN TRENCHES, EXCEPT WHEN D APPROPRIATE APPROVING CONDITIONS AGENCIES GIVE WRI WRITTEN PERMISSION FOR TUNNELING L, OR JACKING OF PIPE. T. TRENCH SHALL BE OPENED SUFFICIENTLY AHEAD OF TO REVEAL OBSTRUCTIONS. AND SHALL BE PIPE LAYING PROPERLY PROTECTED AND /OR BARRICADED WHEN LEFT �J UNATTENDED. U. CONTRACTOR SHALL BE RESPONSIBLE FOR SHEETING AND '2 BRACING OF TRENCHES AS NECESSARY TO PROTECT WORKMEN AND ADJACENT STRUCTURES. ALL TRENCHING SHALL BE DONE IN ACCORDANCE WITH 0.S.H.4. STANDARDS TO PROTECT WORKMEN. V. MANHOLE INVERTS SHALL BE SHAPED FOR FLOW CHANNELS WITH CONCRETE AND SMOOTHLY FINISHED BY A U-SHAPED SECTION CONFORMING TO THE INSIDE DIAMETER OF THE CONNECTING SEWERS. CHANGES IN SIZE GRADE SHALL SMTH RUE inE EACH MANHOLE. W. GRANULAR BACKFILL SHALL BE REQUIRED UNDER ALL PAVEMENT AREAS AND WITHIN 5 FEET OF THE EDGE OF DISTANCE OF ONE-HALF THE DEPTH. PAVEMENT, PLUS A Vii. EROSION PROTECTION DURING CONSTRUCTION A. SHALL O EROSION R MEASURESOURINGOCONSTRUCTION.. PROTECTION MEASURES 1. RIPRAP AT LOCATIONS DESIGNATED ON THE PLANS. 2. SWALES DRAINING THE SITE SHALL BE MULCH SEEDED OR SODDED AND CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRASS COVER. 3. CONSTRUCTION OPERATIONS CONDUCTED ON PRIVATE OR CITY-OWNED PROPERTY SHALL BE NEATLY 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 'B'. 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. TABLE NFOR SMANUFACTURER, TYPE, AND MODEL TNUMBER. H. GRANULAR BACKFILL SHALL BE REQUIRED FOR ALL CROSSINGS UNDER PAVEMENT AREAS. IX. UTILITIES ® © A., WATER LINE 1. SEE SHEET 9 FOR WATER LINE DETAILS AND SPECIFICATIONS. B. ELECTRIC AND TELEPHONE 1. CONDUIT SHALL BE REOUIREO FOR ALL CROSSINGS UNDER PAVEMENT AREAS. 2. OSS GRANARBACKF IREO FOR ALL AREAS. 3. TRANSFORMERES SHALL EBEC SET CAT� ELEPHONE THE APPROXIMATE GROUND GRADE AS SHOWN ON THE SITE DEVELOPMENT GRADING PLANS FOR THE RESPECTIVE LOCATIONS. X. GRANULAR BACKFILL 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. MATERIAL IUNDER PAVEMENT TAR ASS ISWREQU READ 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. XII. CONCRETE CURB AND WALKS A. SEE DETAIL SHEET FOR TYPE AND DETAILS. B. CONCRETE SHALL BE READY MIXED PORTLAND CEMENT CONFORMING TO A.S.T.M. C-150, AND WATER. 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 CONFORMING TO A.S.T.M. A-185. C. APPLICATION 1. PLACE CONCRETE ONLY ON A MOIST. COMPACTED SUBGRADE OR BASE FREE FROM LOOSE MATERIAL. PLACE NO CONCRETE ON MUDDY OR FROZEN SUBGRADE. 2. CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE REHANDLING AS PRACTICAL. WHEN CONCRETE IS TO BE PLACED AT AN 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.D.O.T. SPECIFICATIONS, 1988 EDITION, t XIII. FINISH GRADING AND SODDING (OWNER SHALL DESIGNATE LOCATION IF REQUIRED.) © A. TOPSOIL FOR BACKFILL SHALL BE DARK LOAM, FREE FROM HARD CLODS, STIFF CLAY. SOD, 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 RANGES, SAND, 25% -53%1 SILT. 28% -50%1 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 UI ED, TO SUPPLEMENT QUANTITY TYOFL PROVIDED D AS TOPSOIL. RE C. SIX (6) INCHES OF APPROVED TOPSOIL SHALL BE USED UNDER GRASSED AREAS. EIGHTEEN (18) INCHES OF APPROVED TOPSOIL SHALL BE PLACED UNDER PERENNIAL AND GROUNDCOVER AREAS. p. FINISH AREAS UNDER LAWN OR UNPAVED AREAS TO RECEIVE TOPSOIL TO WITHIN NOT MORE THAN 0.10 FOOT ABOVE REQUIRED SUSGRADE ELEVATIONS. XIV. SEALING 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 0.10 TO 0.15 GALLON PER SQUARE YARD OF AE-90 OR AE -150 BITUMINOUS MATERIAL AND COVERING WITH EITHER NO. 14-2 OR NO. 17 SAND. THE CRACKS, JOINTS AND ALLIGATORED AREAS SHALL BE CLEANED BY BLOWING WITH COMPRESSED AIR OR OTHER SUITABLE MEANS PRIOR TO THE PLACING OF THE BITUMINOUS SEALING MATERIAL. THE BITUMINOUS MATERIAL SHALL BE ALLOWED TO PENETRATE THE CRACKS AND JOINTS IN THE EXISTING SURFACE AND ANY SURPLUS SHALL BE SQUEEGEED BACK AND FORTH OVER THE AREA TO REFILL THEM. ANY EXCESS MATERIAL SHALL BE SQUEEGEED OFF THE PAVEMENT. THE SEALED SURFACE SHALL BE COVERED WITH APPROXIMATELY 5 POUNDS OF SAND PER SQUARE YARD. b 0 O v c 0 n c 0 .n b ao Ll- Q o z d _ O X U p m 0. Q 0 w a . z J > > �x w a o o I- 3 Z ~ C) zz CD > > Q cc � U � Q to tD �n r� N CD M m m LAST REVISION DATE: 09-21, 19"J5 NOTEo THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE ENGINEER FOR ANY CHANGES TO THE PLANS OR SPECIFICATIONS. �u I L, T� �J o U '2 inE CS S u 0�..�,I �I r - 9500027 O? STATE of �q -r�ONAn to a wpmfion 941" Mmft'SW WNW* N 46204-1061 39 0-M 317 6343676 FAX DATE, -7-1 1995 JOB # 111 -0711 SHEET 2 OF 13 01115PEC AN 0711SPEC.PI