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Home My WebLink AboutC900 PROJECT SPECIFICATIONS (2)C900PROJECT SPECIFICATIONS w190175-C900 specNOTE: THE ENGINEER AND/OR OWNER DISCLAIM ANYROLE IN THE CONSTRUCTION MEANS AND METHODSASSOCIATED WITH THE PROJECT AS SET FORTH INTHESE PLANS.STORM SEWER SPECIFICATIONS1.SCOPE OF WORK1.A.THE WORK UNDER THIS SECTION INCLUDES ALL STORM SEWERS, STORM WATER INLETS, ANDRELATED ITEMS, INCLUDING EXCAVATING AND BACKFILLING, NECESSARY TO COMPLETE THE WORKSHOWN ON THE DRAWINGS.2.MATERIALS2.A.STORM SEWERS:2.A.1.REINFORCED CONCRETE SEWER PIPE SHALL CONFORM TO ASTM C-76 CLASS 3 LATEST REVISIONWITH JOINTS CONFORMING TO ASTM C-443 LATEST REVISION.2.A.2.STORM SEWERS HANCOR "HIQ" PIPE AND ADS OR APPROVED EQUAL: WITH THE FOLLOWINGREQUIREMENTS:2.A.2.a.4 INCH THROUGH 10 INCH MEETING AASHTO M252 TYPE S. 12 INCH THROUGH 36 INCH MEETINGAASHTO M294 TYPE S.2.A.2.b.GASKETS MEETING ASTM D1056 GRADE 2A2.2.A.2.c.FITTINGS MEETING ASSHTO M252 OR AASHTO M294, MEETING ASTM D3350 CELLCLASSIFICATION 324420C: OR ASTM D3350 TYPE III, CLASS C, CATEGORY 4, GRADE P33.2.B.DRAINAGE STRUCTURES:2.B.1.PRECAST REINFORCED CONCRETE DRAINAGE SECTIONS AND STEPS SHALL CONFORM TO ASTMC-478 LATEST REVISION AND LATEST REVISION OF INDOT PRECAST STRUCTURE DETAILS.2.B.2.CASTINGS SHALL BE OF UNIFORM QUALITY, FREE FROM BLOW HOLES, POROSITY, HARD SPOTS,SHRINKAGE DISTORTION OR OTHER DEFECTS, THEY SHALL BE SMOOTH AND WELL CLEANED BYSHOT BLASTING OR BY SOME OTHER APPROVED METHOD. THEY SHALL BE COATED WITHASPHALT PAINT WHICH SHALL RESULT IN A SMOOTH COATING. TOUGH AND TENACIOUS WHENCOLD, NOT TACKY OR BRITTLE. THEY SHALL BE GRAY IRON MEETING ASTM A-48 LATESTREVISION.2.B.3.JOINTS - STRUCTURE SECTIONS SHALL BE JOINTED WITH RUBBER TYPE GASKETS, THE RUBBERTYPE GASKETS SHALL MEET ASTM C-443 LATEST REVISION.2.C.SUBDRAINS:2.C.1.PERFORATED PLASTIC PIPE SUBDRAINS SHALL CONFORM TO ASTM D3034, SDR 35, ASTM D2729,OR ASTM F405.3.APPLICATION3.A.PERMITS AND CODES: THE INTENT OF THIS SECTION OF THE SPECIFICATIONS IS THAT THECONTRACTOR'S BID ON THE WORK COVERED HEREIN SHALL BE BASED UPON THE DRAWINGS ANDSPECIFICATIONS BUT THAT THE WORK SHALL COMPLY WITH ALL, APPLICABLE CODES ANREGULATIONS AS AMENDED BY ANY WAIVERS. CONTRACTOR SHALL FURNISH ALL BONDSNECESSARY TO GET PERMITS FOR CUTS AND CONNECTIONS TO EXISTING SEWERS.3.B.LOCAL STANDARDS: THE TERM "LOCAL STANDARDS" AS USED HEREIN MEANS THE STANDARDS OFDESIGN AND CONSTRUCTION OF THE RESPECTIVE MUNICIPAL DEPARTMENT AND/OR UTILITYCOMPANY.3.C.EXISTING IMPROVEMENTS: MAINTAIN IN OPERATING CONDITION ALL ACTIVE UTILITIES, SEWERSAND OTHER DRAINS ENCOUNTERED IN THE SEWER INSTALLATION. REPAIR TO THE SATISFACTIONOF THE OWNER ANY DAMAGE TO EXISTING ACTIVE IMPROVEMENTS.3.D.WORKMANSHIP: TO CONFORM TO ALL LOCAL, STATE AND NATIONAL CODES AND TO BE APPROVEDBY ALL LOCAL AND STATE AGENCIES HAVING JURISDICTION.3.E.TRENCHING: LAY ALL PIPE IN OPEN TRENCHES, EXCEPT WHEN THE LOCAL AUTHORITY GIVEWRITTEN PERMISSION FOR TUNNELING. OPEN THE TRENCH SUFFICIENTLY AHEAD OF PIPE LAYINGTO REVEAL ANY OBSTRUCTIONS. THE WIDTH OF THE TRENCH SHALL BE THE INSIDE PIPE DIAMETERPLUS 24 INCHES FOR 12 INCHES ABOVE THE PIPE. SHEET AND BRACE TRENCH AS NECESSARY TOPROTECT WORKMEN AND ADJACENT STRUCTURES. ALL TRENCHING TO COMPLY WITHOCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS. KEEP TRENCHES FREE FROMWATER WHILE CONSTRUCTION IS IN PROGRESS. UNDER NO CIRCUMSTANCES LAY PIPE ORAPPURTENANCES IN STANDING WATER. CONDUCT THE DISCHARGE FORM TRENCH DEWATERING TODRAINS OR NATURAL DRAINAGE CHANNELS.3.F.SPECIAL SUPPORTS: WHENEVER, IN THE OPINION OF THE ENGINEER, THE SOIL AT OR BELOW THEPIPE GRADE IS UNSUITABLE FOR SUPPORTING SEWERS AND APPURTENANCES SPECIFIED IN THISSECTION, SUCH SPECIAL SUPPORT, IN ADDITION THOSE SHOWN OR SPECIFIED, SHALL BE PROVIDEDAS THE ENGINEER MAY DIRECT, AND THE CONTRACT WILL BE ADJUSTED.3.G.BACKFILLING3.G.1.RCP BACKFILLING: FOR DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE, BACKFILLWITH EARTH OR GRANULAR MATERIAL FREE FROM LARGE STONES, ROCK FRAGMENTS, ROOTSOR SOD. TAMP THIS BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. FOR THEREMAINING TRENCH DEPTH, BACKFILL WITH EARTH OR GRANULAR MATERIAL CONTAININGSTONES OR ROCKS NOT LARGER THAN 4 INCHES. BACKFILL UNDER WALKS, PARKING AREAS,DRIVEWAYS AND STREETS SHALL BE GRANULAR MATERIAL ONLY THOROUGHLY COMPACTED BYAPPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 5 FEET OF PAVED ROADWAYSSHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIALS.3.G.2.HDPE BACKFILLING: FOR DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE, BACKFILLWITH GRANULAR MATERIAL. COMPACT THIS BACKFILL THOROUGHLY TAKING CARE NOT TODISTURB THE PIPE. FOR THE REMAINING TRENCH DEPTH, BACKFILL WITH EARTH OR GRANULARMATERIAL CONTAINING STONES OR ROCKS NOT LARGER THAN 4 INCHES. BACKFILL UNDERWALKS, PARKING AREAS, DRIVEWAYS AND STREETS SHALL BE GRANULAR MATERIAL ONLYTHOROUGHLY COMPACTED BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 5FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULARMATERIALS.3.H.SUBDRAINS: ALL SUBDRAINS ON SITE SHALL BE OF THE SIZE AS SHOWN AND SHALL BE PLACED ASSHOWN ON THE PLANS. THEY SHALL BE CONSTRUCTED TO THE GRADES AS SHOWN ON THE PLANS.3.I.UTILITIES: IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTINGUTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO, BE THECONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFOREWORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEEROF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFOREWORK IS STARTED OR RESUMED.WATER LINE SPECIFICATIONS1.SCOPE OF WORK1.A.THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL COLD WATERDISTRIBUTION LINES, VALVES, METER PITS, HYDRANTS, AND RELATED ITEMSINCLUDING EXCAVATING AND BACKFILLING NECESSARY TO COMPLETE THE WORKSHOWN ON THE DRAWINGS. THE END OF WATER SERVICE LINES SHALL BETIGHTLY PLUGGED OR CAPPED AT THE TERMINAL POINTS PENDING THECONNECTING TO ALL SUCH LINES OF THE BUILDING PIPING AS SPECIFIED IN THEPLUMBING SPECIFICATIONS AND ARCHITECTURAL DRAWINGS.2.MATERIALS2.A.DUCTILE IRON (D.I.) PIPE: DUCTILE IRON PIPE SHALL BE CLASS 350 AND MEETAWWA C-150 AND C-151 SPECIFICATIONS. JOINTS SHALL MEET AWWA C-111SPECIFICATIONS. PIPE SHALL BE CEMENT LINED PER AWWA C-104 AND SHALL BECOATED OUTSIDE WITH A BITUMINOUS COATING. D.I. FITTINGS SHALL BE CEMENTLINED AND MEET AWWA C-110 SPECIFICATIONS (350 PSI). COMPACT D.I. FITTINGSSHALL BE CEMENT LINED AND MEET AWWA C-153 SPECIFICATIONS (CLASS 53, 350PSI)2.B.POLYVINYL CHLORIDE (PVC) PIPE: PVC PIPE SHALL HAVE THE SAME OUTSIDEDIAMETER AS DUCTILE IRON PIPE, HAVE A MINIMUM WALL THICKNESS OF DR-18FOR PRESSURE CLASS 150 AND MEET AWWA C900 SPECIFICATIONS. JOINTS SHALLBE SLIP-ON TYPE WITH INTEGRAL BELL AND SPIGOT.2.C.POLYETHYLENE (HDPE) PIPE: HDPE PIPE SHALL MEET AWWA C901 AND C906SPECIFICATIONS. PIPE (3"-24") SHALL HAVE A MINIMUM WALL THICKNESS OF SRD11. HDPE FITTINGS SHALL HAVE SAME DR AS PIPE BEING INSTALLED.2.D.COPPER TUBING: SHALL BE SEAMLESS, ANNEALED COPPER TUBING COMPLYINGWITH FEDERAL SPECIFICATION WW-T799. FITTINGS SHALL BE WROUGHT COPPEROR CAST BRONZE WITH SOLDER JOINTS. SOLDER SHALL BE OF A COMPOSITIONRECOMMENDED BY THE MANUFACTURER OF THE FITTINGS.2.E.FIRE HYDRANTS: SHALL COMPLY WITH AWWA SPECIFICATION C-502 AND SHALLMEET LOCAL STANDARDS AND REQUIREMENTS, PARTICULARLY AS TO NOZZLEDIAMETERS AND THREADS, DIRECTION OF OPENING AND DIMENSIONS OFOPERATING AND CAP NUTS. FIRE HYDRANTS SHALL HAVE ONE PUMPER AND TWOHOSE NOZZLES. A VALVE OPENING NOT LESS THAN 5 INCHES AND A 6 INCH INLETCONNECTION. THE LENGTH OF THE HYDRANT BARREL SHALL BE DETERMINED BYTHE SPECIFIED DEPTH OF COVER OVER THE PIPE.2.F.VALVES: ALL VALVES AND STOPS SHALL HAVE ENDS SUITED OR ADAPTERS SHALLBE PROVIDED FOR THE PROPER INSTALLATION IN THE LINES IN WHICH THEY ARELOCATED. VALVES SHALL MEET LOCAL STANDARDS OR IN THE ABSENCE OF SUCHSTANDARDS, THE FOLLOWING REQUIREMENTS.2.F.1.VALVES IN CAST IRON PIPE SHALL BE IRON BODY, BRONZE MOUNTED, DISCGATE VALVES CONFORMING TO AWWA SPECIFICATION C-500. THEY SHALLOPEN IN THE SAME DIRECTION AS THOSE USED IN THE LOCAL WATERWORKSSYSTEM. VALVE STEMS SHALL TERMINATE IN 2 INCH WRENCH NUTS. FURNISHTWO (2) KEYS.2.F.2.VALVES IN COPPER PIPE SHALL BE STANDARD BRASS BODY, ROUND-WAY,GROUND-KEY STOPS, WITH T HEADS. FURNISH TWO (2) KEYS.2.G.VALVE BOXES: SHALL MEET LOCAL STANDARDS OR IN THE ABSENCE OF SUCH,SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS:2.G.1.FOR IRON BODY VALVES, BOXES SHALL BE APPROVED STANDARDBUFFALO-TYPE CAST IRON, ADJUSTABLE SHAFT BOXES, HAVING A MINIMUMSHAFT DIAMETER OF 5-1/4 INCHES.2.G.2.FOR BRASS BODY VALVES (STOPS) BOXES SHALL BE APPROVED STANDARDCAST IRON EXTENSION SERVICE BOXES, HAVING A MINIMUM DIAMETER OF 2-1/2INCHES AND HAVING LID HELD IN PLACE BY A BRASS OR BRONZE BOLT. THECASTINGS SHALL BE COATED WITH TWO COATS OF COAL-TAR PITCH VARNISH.FURNISH TWO (2) KEYS FOR BOLT IN LIDS.3.APPLICATION:3.A.PERMITS AND CODES: THE INTENT OF THIS SECTION OF THE SPECIFICATIONS ISTHAT THE CONTRACTOR'S BID ON THE WORK COVERED HEREIN SHALL BE BASEDUPON THE DRAWINGS AND SPECIFICATIONS BUT THAT THE WORK SHALL COMPLYWITH ALL APPLICABLE CODES AND REGULATIONS. CONTRACTOR SHALL FURNISHALL NECESSARY BONDS TO GET PERMITS FOR CUTS AND CONNECTIONS.3.B.EXISTING IMPROVEMENTS: MAINTAIN IN OPERATING CONDITION ALL ACTIVEUTILITIES AND SEWERS AND OTHER PIPE SYSTEM THAT MAY BE ENCOUNTERED.3.C.TRENCHING: LAY ALL PIPE IN OPEN TRENCHES, EXCEPT WHEN LOCAL AUTHORITYGIVES WRITTEN PERMISSION FOR TUNNELING. PROVIDE SEPARATE TRENCH FORTHE WATER LINE AT LEAST 10 FEET HORIZONTALLY FROM ANY SANITARY SEWER.IN LOCATIONS WHERE SEPARATE TRENCHES FOR SEWER AND WATER LINES AREIMPRACTICABLE, LAY THE WATER PIPE ON A SOLID SHELF AT LEAST 18 INCHESABOVE THE TOP OF THE SEWER.3.D.WIDTH OF TRENCH: EXCAVATE TRENCHES 12 INCHES EACH SIDE OF THE PIPEFOR PROPER INSTALLATION OF PIPE.3.E.SHEETING AND BRACING: SHEET AND BRACE TRENCHES AS NECESSARY TOPROTECT WORKMEN AND ADJACENT STRUCTURES. ALL TRENCHING SHALLCOMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONSTANDARDS.3.F.WATER REMOVAL: KEEP TRENCHES FREE FROM WATER WHILE CONSTRUCTIONTHEREIN IS IN PROGRESS. UNDER NO CIRCUMSTANCES LAY PIPE ORAPPURTENANCES IN STANDING WATER. CONDUCT THE DISCHARGE FROM TRENCHDEWATERING TO DRAINS, OR NATURAL DRAINAGE CHANNELS.3.G.GRADING TRENCH BOTTOMS: THE BOTTOM QUADRANT OF THE PIPE SHALL BEFULLY AND UNIFORMLY SUPPORTED. THE FULL LOAD SHALL REST ON THEBARREL OF THE PIPE. THE TRENCH MAY BE EXCAVATED TO A DEPTH OF 4 INCHESOR MORE BELOW FINAL GRADE WITH SAND, CRUSHED STONE OR GRAVELBACKFILL TO BRING IT BACK TO PIPE LAYING GRADE. FOR A DEPTH OF AT LEAST12 INCHES ABOVE THE TOP OF THE PIPE BACKFILL WITH EARTH OR GRANULARMATERIAL FREE FROM LARGE STONES, ROOTS OR FROZEN CLOGS. TAMP THISBACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. BACKFILLUNDER WALKS, PARKING AREAS DRIVEWAYS AND STREETS WITH GRANULARMATERIAL ONLY AND TAMP THOROUGHLY, BY APPROVED METHODS. TRENCHESPARALLEL TO AND WITHIN 10 FEET OF PAVED ROADWAYS SHALL ALSO BECONSTRUCTED WITH COMPACTED GRANULAR MATERIAL.3.H.TESTS: BEFORE JOINTS ARE COVERED, FILL THE PIPING WITH WATER, OPENINGHYDRANTS OR OTHER OUTLETS TO EXPEL AIR. TEST THE PIPING FOR LEAKAGE ASREQUIRED BY THE LOCAL UTILITY. INSPECT ALL JOINTS FOR LEAKAGE ANDREMEDY ANY LEAKS. UPON COMPLETION OF THE WATER LINES, FLUSH OUT THESYSTEM UNTIL THE WATER RUNS CLEAR. AS SOON AS THE SYSTEM HAS BEENFLUSHED OUT, IT SHALL BE STERILIZED IN ACCORDANCE WITH THEREQUIREMENTS OF THE LOCAL UTILITY.3.I.IF A HORIZONTAL DISTANCE OF 10 FEET CANNOT BE MAINTAINED BETWEEN THEWATER LINE AND THE SANITARY SEWER LINE, THE SEWER MUST BECONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON OR PVC PIPE WITHMECHANICAL JOINTS WITHIN 10' OF EITHER SIDE THE WATER LINE.3.J.UTILITIES: IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFYALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THEWORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THEOWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THECONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEER OF ANYCHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELDBEFORE WORK IS STARTED OR RESUMED.3.K.NEW WATER LINE CONSTRUCTION: CONTRACTOR TO RECORD DIMENSION OFEACH WATER STUB AND VALVES FROM NEAREST FIRE HYDRANT MEASUREDALONG WATER MAIN. THE LOCATIONS OF HYDRANTS AND WATER VALVES, ALONGWITH ANY OTHER CONSTRUCTION CHANGES ARE TO BE INCORPORATED ON THEORIGINAL CONSTRUCTION DRAWINGS AND "RECORD DRAWING" PRINTS SHALL BESUBMITTED TO THE LOCAL UTILITY AS SOON AFTER COMPLETION OFCONSTRUCTION AS POSSIBLE.RUSS E L L L. WEBSTER IIPROFESSIONAL ENG INEER R E GI STEREDINDIANAPE11900318STATE OFNO.REVISIONS AND ISSUES Part of the NW/4 of Section 26, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW19.0175PREPARED FOR: 13285 ILLINOIS ST. CARMEL, IN 46032PROJECT NO.SHEET NO.CHECKED BY: DRAWN BY: RLW DESIGNED BY: DWG NAME: PROJECT NO.: W19.0175 DATE BY 01.10.2020 SSR DATE: RLW SAAMRAJYA, LLC PLANS SUBMITTED FOR REVIEW 05.15.2019 RLW ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax W E I H E Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence.SMRUSSELL L. WEBSTER II, PE No. 11900318PLANS REVISED FOR TAC COMMENTS 05.15.2019 RLW PLANS REVISED FOR TAC COMMENTS 11.13.2019 RLW PLANS REVISED FOR TAC COMMENTS 01.10.2020 RLWAPPROVAL PENDINGNOT FOR CONSTRUCTION