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HomeMy WebLinkAbout04080060 116th Street Center, Site Construction Plans pg. 19Pipe Diameter In. Minimum "Time, min:s Length for Minimum Time, fl Time for Longer Len S Specification Time for Length (L) Shown, min:s 45011 4 3 :48 597 0.3601. ICAO fl 150 ft 200 It 450 ft 300 ft 350ft 400ft 3 :46 3:46 3 :46 3 :46 3:46 3 :46 3:46 3:46 6 5 :40 3K6 0.854 I. 1,520 I. :40 7 :34 5:40 7:34 :40 7 :34 5 :40 7 :34 5;40 7.36 5:40 8 :52 5 :42 10 :013 6 :24 H :24� 10 7 :34 8 :26 298 239 2.374 L 9 :28 9 :28 9 :28 9 :63 11 :52 17;05 13 :51 1:5$ 15:49 2 _2.47 17 :48 18 ZS.,B 12 1 1.6__ 18 I I :20 19 9 158 418 L 3 5.342 L I I 0 14:10 1 1 201 14:10 11:..4 14:15 14 :1 0 17 ;48 22:15 26 :42 31 :09 35 :36 40 :()4 17:00 133 7.682 I. 17 :00 19:13 25 :38 32 :03 43 :37 26 :27 52 :21 44 52 61 :00 79 :46 5 116 69.48 91 :10 57 41 78:31 102 :33 21 24 19:50 /2 ;40 114 89 10.47011 18 ;60 26:10 34 :54 33.6741., 22 :47 34 :11 45 :34 56:58 68 :22 27 25 :311 88 1 7.306 L 28:51 96:37 43:16 53;26 57:41 71:13 72 :07 89:02 86 ;32 100:57 115 ;22 129 :48 30 28:20 80 21.388 1 108,50 124 :38 142:25 160 :15 33 31:10 '2 52 I_. 49 :05 M :38 88 :10 107 :49 129 :18 150 :43 172 :21 193:53 23046 313 34:00 8G 3(1.788 L 6 1:17 76;55 102:12 1211; 3 2 1 53:50 179 :29 205;07 TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT (REVISED MAY 2002) 1. STANDARD SPECIFICATIONS OF THE DISTRICT AND INDIANA DEPARTMENT OF TRANSPORTATION SHALL APPLY FOR ALL WORK AND MATERIALS. PIPE SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 715. 2. SANITARY SEWER PIPE SHALL BE PVC IN ACCORDANCE WITH ASTM D -3034 (S.D.R. 35) AND ASTM 2321. PVC PIPE SHALL HAVE GROOVED BELL AND GASKET. THE PIPE SHALL BE MADE OF PVC PLASTIC HAVING A CELL CLASSIFICATION OF 12454B. 3. PVC SEWER FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM D- 3034 -89 SPECIFICATION. FITTINGS IN SIZES THROUGH 8" SHALL BE MOLDED IN ONE PIECE WITH ELASTOMERIC JOINTS AND MINIMUM SOCKET DEPTHS AS SPECIFIED IN SECTIONS 6.2 AND 7.3.2. FITTINGS 10" AND LARGER SHALL BE MOLDED OR FABRICATED IN ACCORDANCE WITH SECTION 7.11 WITH MANUFACTURERS STANDARD PIPE BELLS AND GASKETS. WALL THICKNESS OF FITTINGS SHALL BE SDR 26 AS DEFINED IN SECTION 7.4.1 OF SPECIFICATIONS. GASKETS FOR ELASTOMERIC JOINTS SHALL BE MOLDED WITH A MINIMUM CROSSSECTIONAL AREA OF 0.20 SQUARE INCHES AND CONFORM TO ASTM F -477 SPECIFICATION. FITTINGS SHALL BE MANUFACTURED BY HARCO OR EQUAL. 4. ALL SANITARY MANHOLES SHALL BE PRECAST CONCRETE MANHOLES IN ACCORDANCE WITH ASTM C -478 AND SECTION 720. 0 -RINGS SHALL CONFORM TO C -443. KENT SEAL OR EQUIVALENT SHALL ALSO BE APPLIED TO ALL JOINTS AND BETWEEN RISER RINGS AND CASTINGS. MANHOLE STEP SPACING SHALL BE NO MORE THAN 16- INCHES. MANHOLES SHALL BE AIR TESTED FOR LEAKAGE IN ACCORDANCE WITH ASTM C1244 -93, STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY THE NEGATIVE AIR PRESSURE (VACUUM) TEST. A. INSTALLATION AND OPERATION OF VACUUM EQUIPMENT AND INDICATING DEVICES MUST BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND PERFORMANCE SPECIFICATIONS WHICH HAVE BEEN PROVIDED BY THE MANUFACTURER AND ACCEPTED BY THE ENGINEER. THE VACUUM EQUIPMENT MUST BE CAPABLE OF TESTING THE ENTIRE MANHOLE, INCLUDING THE CASTING AND RISER RINGS. B. WITH THE VACUUM TESTER SET IN PLACE: 1. CONNECT THE VACUUM PUMP TO THE OUTLET PORT WITH THE VALVE OPEN. 2. DRAW A VACUUM OF TEN (10) INCHES OF HG. AND CLOSE THE VALVE. C. ACCEPTED STANDARDS FOR LEAKAGE WILL BE ESTABLISHED FROM THE ELAPSED TIME FOR A NEGATIVE PRESSURE CHANGE FROM TEN (10) INCHES TO NINE (9) INCHES OF MERCURY. THE MAXIMUM ALLOWABLE LEAKAGE RATE FOR A FOUR (4) FOOT DIAMETER MANHOLE MUST BE IN ACCORDANCE WITH THE FOLLOWING: MINIMUM ELAPSED TIME FOR A MANHOLE DEPTH PRESSURE CHANGE OF 1 INCH HG 10 FEET OR LESS 60 SECONDS >10 FEET BUT <15 FEET 75 SECONDS >15 FEET BUT <25 FEET 90 SECONDS FOR MANHOLES FIVE (5) FEET IN DIAMETER, ADD AN ADDITIONAL FIFTEEN (15) SECONDS AND FOR MANHOLES SIX (6) FEET IN DIAMETER, ADD AN ADDITIONAL THIRTY (30) SECONDS TO THE TIME REQUIREMENTS FOR FOUR (4) FOOT DIAMETER MANHOLES. FOR ALL MANHOLES DEEPER THAN TWENTY -FIVE (25) FEET, THE ENGINEER WILL DETERMINE THE APPLICABLE MINIMUM ELAPSED TIME. D. IF THE MANHOLE FAILS THE TEST, NECESSARY REPAIRS MUST BE MADE AND THE VACUUM TEST AND REPAIRS MUST BE REPEATED UNTIL THE MANHOLE PASSES THE TEST. E. IF MANHOLE JOINT SEALANTS ARE PULLED OUT DURING THE VACUUM TEST, THE MANHOLE MUST BE DISASSEMBLED AND THE JOINT SEALANTS REPLACED. F. MANHOLES WILL BE SUBJECT TO VISUAL INSPECTION WITH ALL VISUAL LEAKS BEING REPAIRED. 5. BUTYL RUBBER COATING SHALL BE APPLIED AROUND EACH MANHOLE JOINT FROM 6- INCHES ABOVE TO 6- INCHES BELOW EACH JOINT, THE APPROPRIATE PRIMER SHALL BE APPLIED PRIOR TO APPLYING THE RUBBER COATING. INSIDE JOINTS TO BE FILLED WITH PRECOAT PLUG MATERIAL. 6. THE MANHOLE CHIMNEYS, INCLUDING ALL RISER RINGS SHALL BE SEALED USING INFI- SHIELD UNIBAND OR APPROVED EQUAL. PRIOR TO PLACEMENT, THE TOP 4- INCHES OF THE MANHOLE CONE AND CASTING FRAME SHALL BE CLEANED AND PRIMED. THE UNIBAND SHALL EXTEND FROM 3- INCHES BELOW THE TOP OF THE CONE SECTION TO 2- INCHES OVER THE FLANGE OF THE MANHOLE CASTING FRAME. 7. THE CASTING ELEVATIONS ARE SET BY PLAN. HOWEVER, THE CASTINGS ARE TO BE ADJUSTED IN THE FIELD BY THE ENGINEERS REPRESENTATIVE SHOULD A DISCREPANCY OCCUR BETWEEN PLAN GRADE AND EXISTING GRADE. NEW MANHOLE RING AND COVER SHALL BE INSTALLED TO ESTABLISH GRADE. MAXIMUM HEIGHT OF ADJUSTING RINGS SHALL BE 12- INCHES. 8. BACKFILL AROUND ALL STRUCTURES AND ALL CUTS UNDER PAVED AREAS WITH GRANULAR MATERIAL. TRENCHES OPENING WITHIN 5 -FEET OF PAVED ROADWAYS SHALL BE BACKFILLED WITH GRANULAR MATERIAL IN ACCORDANCE WITH SECTION 211. BACKFILL UNDER SIDEWALKS SHALL BE GRANULAR, UNLESS THE WALKS ARE CONSTRUCTED A MINIMUM OF 6 MONTHS AFTER BACKFILL HAS BEEN IN PLACE. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL STATE HIGHWAYS, CITY, AND COUNTY PERMITS HAVE BEEN OBTAINED BY THE DEVELOPER PRIOR TO START OF CONSTRUCTION. 10. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH THE DEVELOPER'S ENGINEER WITH A SET OF PRINTS, MARKED IN RED PENCIL, SHOWING ACTUAL SEWER LOCATION AND INVERT, TO INCLUDE LATERAL LOCATION, DEPTH AND LENGTH. SUCH ASBUILT PRINTS MUST BE RECEIVED BY THE ENGINEER BEFORE THE FINAL CONTRACT PAYMENT CAN BE AUTHORIZED. THE SANITARY SEWER LATERALS AND STUBS TERMINATION SHALL BE INDICATED ON THE SURFACE WITH A METAL FENCE POST SET IMMEDIATELY ABOVE THE SAID TERMINATION POINT. 11. ALL SANITARY SEWER LINES UPON COMPLETION WILL BE REQUIRED TO PASS A LOW PRESSURE AIR TEST. SAID TEST SHALL BE CONDUCTED ACCORDING TO ASTM 1417 92, AND SHALL BE WITNESSED BY AN ENGINEER AND A REPRESENTATIVE OF THE DISTRICT. THE TESTING SHALL BE IN ACCORDANCE WITH TABLE 1. ADD 0.5 PSIG FOR EACH FOOT OF WATER ABOVE THE SEWER LINE BEING TESTED. 12. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE* PIPE AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A VERTICAL DEFLECTION OF 5% DEFLECTION TEST RESULTS. *THE FOLLOWING ARE CONSIDERED NON FLEXIBLE PIPES: CONCRETE PIPE, DUCTILE IRON PIPE, AND CAST IRON PIPE). THE DEFLECTION TEST SHALL BE PERFORMED WITH A NINE -POINT MANDREL. PROVING RINGS SHALL BE AVAILABLE. 13. ALL MANDREL TESTING SHALL BE OBSERVED BY A PROFESSIONAL ENGINEER REPRESENTATIVE FOR CERTIFICATION AND A REPRESENTATIVE OF THE DISTRICT. 14, THE ENDS OF LATERALS ARE TO BE PLUGGED TIGHT WITH A BRACED PLASTIC DISC OR CAP CAPABLE OF WITHSTANDING A LOW PRESSURE AIR TEST WITHOUT LEAKAGE. 15. BEDDING FOR FLEXIBLE PIPE SHALL BE NO. 8 CRUSHED STONE FROM 6- INCHES BELOW THE PIPE TO 12 1NCHES ABOVE THE PIPE. BEDDING FOR RIGID PIPE SHALL BE NO. 8 CRUSHED STONE FROM 6- INCHES BELOW THE PIPE TO THE SPRING LINE OF THE PIPE AND FROM THIS POINT TO 12- INCHES ABOVE SHALL BE FILL SAND OR EQUIVALENT. MANHOLES SHALL BE PLACED ON NO LESS THAN 6- INCHES OF NO. 8 CRUSHED STONE BEDDING. 16. WATER AND SEWER LINE CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH 327 IAC 3 -6 -9. 17. TRENCH SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL OBSTRUCTION, AND SHALL BE PROPERLY PROTECTED AND/OR BARRICADED WHEN LEFT UNATTENDED. 18, NO WATER SHALL BE PERMITTED TO FLOW INTO THE SANITARY SEWER SYSTEM DURING CONSTRUCTION. CONTRACTOR SHALL UTILIZE A PUMP TO KEEP THE WATER LEVEL BELOW THE PIPE. PUMP DISCHARGE SHALL BE DIRECTED TO A STORM OUTLET IN ACCORDANCE WITH STATE AND FEDERAL LAWS AND REGULATIONS (327 IAC 3- 6-20). ANY PIPE ENTERING EXISTING SEWERS SHALL BE PLUGGED WITH SCREW TYPE MECHANICAL, BRACED PLUG UNTIL SUCH TIME AS ALL TESTS ON THE SEWERS HAVE BEEN COMPLETED AND THE LINES HAVE PASSED ALL PUNCH LISTS. 19. ALL SEWER LATERALS INSTALLED BY THE MAINLINE CONTRACTOR SHALL BE BEDDED THE SAME AS THE MAIN LINE SEWER. THE START 20. FORTY-EIGHT (48) HOURS NOTICE SHALL BE GIVEN TO THE DISTRIC T PRIOR TO A OF SE WER HE S CONSTRUCTION. ALSO, 48 HOURS NOTICE SHALL BE GIVEN PRIOR TO DOING ANY TESTING ON THE SEWER. 21. MANHOLE CASTINGS SHALL BE STAMPED SANITARY SEWER (NEENAH CASTING R 1642A OR EQUAL) AND BE SELF SEALING TYPE. THE CASTING FLANGE SHALL BE 34 INCHES AND THE CLEAR OPENING SHALL BE 24 INCHES. WATERPROOF CASTINGS SHALL BE NEENAH R- 1916- -F1 AND STAMPED SANITARY SEWER. 22. THE MINIMUM SLOPE FOR SEWER ACCEPTANCE BY THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT ARE: SIZE OF PIPE MINIMUM CONSTRUCTED SLOPE 8 -INCH 0.40% 10 -INCH 0.28% 12 -INCH 0.22% 15 -INCH 0.15% 18 -INCH 0.12% 23. THE CONTRACTOR SHALL PROVIDE MEASUREMENTS OF THE SLOPE OF THE SEWER FOR EACH MANHOLE SECTION AS CONSTRUCTION PROGRESSES. SUCH MEASUREMENTS SHALL BE CERTIFIED BY A REGISTERED LAND SURVEYOR OR ENGINEER AND BE AVAILABLE ON -SITE FOR OBSERVATION BY THE DISTRICT'S INSPECTOR. NO MORE THAN THREE MANHOLE SECTIONS CAN BE CONSTRUCTED IN ADVANCE OF SUCH MEASUREMENTS. 24. IN THE EVENT THE CONTRACTOR DOES NOT MEET THE MINIMUM SLOPES, THE SEWER SECTION AND ANY OTHER AFFECTED SEWER SECTIONS SHALL BE RECONSTRUCTED TO MEET SUCH MINIMUM SLOPES. 25. LATERALS ARE TO BE TRACED WITH A MINIMUM SIZE OF 14 GAUGE WIRE FROM THE WYE TO THE TERMINUS. THE CONTRACTOR FOR THE BUILDING OR HOME WILL EXTEND THE WIRE FROM THIS TERMINUS TO THE BUILDING CLEANOUT ADJACENT TO THE BUILDING. TYPICAL SANITARY LATERAL SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT 1. ALL HOUSES, BUILDINGS, ETC., SHALL CONNECT TO THE DISTRICT'S SANITARY SEWER SYSTEM WITHIN 90 DAYS OF NOTICE PROVIDING A SEWER IS WITHIN 300 FEET FOR HAMILTON COUNTY OR 100 FEET FOR BOONE COUNTY OF THE PROPERTY LINE. ONLY ONE BUILDING MAY CONNECT TO THE SEWER MAIN PER LATERAL UNLESS OTHERWISE APPROVED BY THE DISTRICT. 2. NO FOUNDATION OR OTHER STORM WATER DRAINS SHALL BE INTERCONNECTED TO THE SEWER LATERAL INSTALLED AND CONNECTED TO THE DISTRICT'S SANITARY SEWER. 3. THE EXISTING SEWER LINE FROM THE BUILDING TO THE SEPTIC TANK MAY ONLY BE USED IF IT 1S LOCATED UNDER A BUILDING ADDITION, PATIO, PORCH OR PAVED DRIVEWAY. AIR TEST IS REQUIRED TO SHOW IF ACCEPTABLE FOR RE USE. THE PROPERTY OWNER SHALL BEAR THE COST OF ALL TESTING. THE DISTRICT INSPECTOR MUST BE ONSITE FOR THE DURATION OF THE AIR TEST. 4. THE OWNER OR CONTRACTOR SHALL NOTIFY THE DISTRICT PRIOR TO COVERING THE INSTALLED LATERAL SO THAT THE DISTRICT CAN MAKE AN INSPECTION TO DETERMINE COMPLIANCE WITH THE DISTRICT'S SEWER USE ORDINANCE. SUCH NOTIFICATION SHALL BE MADE 24 HOURS PRIOR TO THE NEED FOR THE INSPECTION. IF THE INSPECTION FAILS AND A SECOND INSPECTION IS REQUIRED, OR CONTRACTOR IS NOT ON SITE FOR SCHEDULED INSPECTION, OR FAILS TO CANCEL INSPECTION, AN ADDITIONAL FEE OF $75.00 WILL BE DUE. THIS MUST BE PAID PRIOR TO THE TIME OF THE FOLLOW UP INSPECTION. 5. PROPERTY OWNERS ARE HEREBY ADVISED THAT THE COUNTY BOARD OF HEALTH REGULATES THE OPERATION AND MAINTENANCE OF PRIVATE SEWAGE DISPOSAL (SEPTIC) SYSTEMS. THE COUNTY ORDINANCE PROVIDES IN PART THAT, UPON CONNECTION TO A PUBLIC SEWER, A SEPTIC TANK ?SHALL BE ABANDONED AND FILLED WITH EARTHEN MATERIAL IN A SAFE AND SANITARY MANNER." PLEASE CONTACT THE APPROPRIATE COUNTY BOARD OF HEALTH FOR FURTHER INFORMATION. 6. ACCEPTABLE PIPE MATERIALS: PVC PIPE: SDR 35, ASTM D -3034, SIX INCH PIPE PVC PIPE: SDR 21, ASTM D -241, SIX INCH PIPE GASKETS JOINTS ASTM D 3212 GASKETS ASTM F-477 FITTINGS SDR -26 DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS. CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUNDATION AND NO MORE THAN 300 FEET APART. 7. BEDDING: USE FILL SAND OR NUMBER 8, 9 OR 11 STONE FILL MATERIAL IS TO BE PLACED FROM 6 INCHES BELOW TO 6 INCHES ABOVE THE PIPE THE TRENCH SHOULD BE A MINIMUM OF 18 INCHES WIDE 8. LATERALS SHALL BE INSTALLED NO CLOSER THAN 20 FEET FROM WATER WELLS UNLESS PVC PRESSURE GRADE PIPE IS USED MEETING SDR 21 AND ASTM 0 2241. ANY PROPOSED INSTALLATION REQUIRING PRESSURE PIPE SHALL BE REVIEWED AND ACCEPTED BY THE DISTRICT AND THE DISTRICT'S ENGINEER PRIOR TO INSTALLATION. 9. WHERE A TRANSITION IS MADE BETWEEN SDR 35 PIPE AND PRESSURE GRADE SDR 21 PIPE, A DUCTILE IRON GASKETED MECHANICAL COUPLING SHALL BE USED. 10. LATERALS SHALL TERMINATE WITHIN 3 FEET OF THE BUILDING UNLESS THE CONDITIONS IN ITEM #3 ABOVE ARE MET. NO GLUED PIPE SHALL BE INSTALLED OUTSIDE OF BUILDING FOUNDATION WALLS. 11. ADDITIONAL INFORMATION ON DISTRICT STANDARDS AND SPECIFICATIONS MAY BE OBTAINED FROM THE DISTRICT'S OFFICE DURING BUSINESS HOURS OF 8:00A,M. TO 5:00P.M. MONDAY THROUGH FRIDAY: ALL DISTRICT STANDARDS CAN BE LOCATED ON OUR WEB SITE AT HTTP: /WWW.CTRWD.ORG CLAY TOWNSHIP REGIONAL WASTE DISTRICT 10701 NORTH COLLEGE SUITE A. INDIANAPOLIS, INDIANA 46280 PHONE: 844-9200 FAX: 844 -9203 12. SEPTIC EFFLUENT SHALL NOT BE PUMPED OUT INTO THE SANITARY SEWER SYSTEM. 13. THE DISTRICT SHALL INSPECT ALL LATERALS. PLEASE CALL THE DISTRICT OFFICE AT 844.9200 24 HOURS PRIOR TO TIME OF INSPECTION 14. CONTRACTORS SHALL LAY 14 GAUGE- STRANDED WIRE THE ENTIRE LENGTH OF THE LATERAL. WIRE 1S TO BE PLACED ON TOP OF THE LATERAL. THE DISTRICT INSPECTOR WILL VERIFY PLACEMENT OF THE WIRE. AFTER INSPECTION, BEDDING IS TO BE PLACED ON TOP. 15. CALL BEFORE YOU DIG: IUPPS 1 -800 -382 -5544, 48 HOURS PRIOR TO DIGGING. 'TA RI.I I MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psig 1_)12)P FOR SIZL AND LENGTH OF PINE INDICATED TABLE I GENERAL NOTES REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, 1999 EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 2. CONTRACTORS SHALL CHECK WITH ENGINEER PRIOR TO START OF CONSTRUCTION TO VERIFY DATE OF PLANS. MINOR CHANGES MAY BE MADE IF ALL REVIEWING AGENCY APPROVALS ARE NOT GRANTED BEFORE BIDDING. CHANGES IN COST SHALL BE NEGOTIATED PRIOR TO PHYSICAL CONSTRUCTION AND BASED ON UNIT PRICES SUBMITTED ON THE CONTRACT. 3. CONTRACTORS SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS, CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES AND FACILITIES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY), IS THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR IN THE PERFORMANCE OF THE CONTRACT AND IN PREPARATION OF THE BID. 4. BACKFILL AROUND ALL STRUCTURES AND IN ALL TRENCHES BENEATH PAVED AREAS SHALL BE COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH INDOT SECTION 211. 5. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS, THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D -1557. FIELD COMPACTION TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE ATTAINED PRIOR TO PLACING THE NEXT LIFT. COMPACTION TESTS SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. CLEARING AND GRUBBING 1. CLEARING AND GRUBBING SHALL CONSIST OF CUTTING, REMOVING AND SATISFACTORY DISPOSING OF ALL TREES, DOWNED 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 2. ALL "UNSUITABLE MATERIAL" FROM CLEARING OPERATIONS SHALL BE REMOVED TO DISPOSAL AREA(S) OFF OF THE PROJECT SITE; UNLESS A "BURY PIT" SHALL BE LOCATED WHERE IMPOUNDMENT OF SURFACE WATER MAY OCCUR. 3. MATERIALS SHALL NOT BE DISPOSED OF BY BURNING UNLESS APPROVED BY THE LOCAL FIRE MARSHAL. TREE REMOVAL AND PROTECTION 1. TREES SHALL BE REMOVED FROM THE PROJECT ONLY WHERE THE AREA IS TO BE OCCUPIED BY ROAD AND SURFACED AREAS. 2. TREES SHALL BE REMOVED FROM THE PROJECT SITE AS DIRECTED BY THE DEVELOPER. 3. TREES SHALL BE REMOVED FROM THE PROJECT SITE WHERE THEY INTERFERE DIRECTLY WITH THE PLACEMENT OF STORM OR SANITARY SEWERS, AND THAT SUCH EXCAVATION IS OR WILL BE FATAL TO SUCH ADJACENT TREES. 4. 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 FEET OVER THE ROOT AREA, THE DEVELOPER SHALL BE CONSULTED WITH RESPECT TO PROTECTIVE MEASURES TO BE TAKEN, IF ANY, TO PRESERVE SUCH TREES. 5, 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 OTHER 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. STRIPPING OF TOPSOIL 1. THE CONTRACTOR SHALL VERIFY THAT ALL TOPSOIL HAS BEEN REMOVED IN THE AREAS TO BE OCCUPIED BY ROAD, WALKS AND DESIGNATED BUILDING AREAS. TOPSOIL SHALL BE REMOVED TO A DEPTH OF SIX (6) INCHES OR DEEPER, IF NECESSARY, TO REMOVE ORGANIC MATTER WHERE REQUIRED. 2. TOPSOIL SHALL BE KEPT SEPARATED FROM SUITABLE FILL MATERIALS AND SHALL NOT BE USED AS FILL UNDER PAVEMENT, BUILDING AREAS AND /OR FUTURE STRUCTURAL AREAS. 3. TOPSOIL SHALL BE STORED AT A LOCATION WHERE IT DOES NOT INTERFERE WITH CONSTRUCTION OPERATIONS. EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE. 4. TOPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL DEBRIS AND STONES. PAVEMENT CONSTRUCTION 1. THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, 1988, SHALL APPLY TO WORKMANSHIP AND MATERIALS IN CONSTRUCTION OF SUBGRADE, PAVEMENT, CURBS AND WALKS. a. PREPARE THE SUBGRADE IN ACCORDANCE WITH 1NDOT SECTION 207. NO TRAFFIC WILL BE PERMITTED ON THE PREPARED SUBGRADE PRIOR TO PAVING. b. BITUMINOUS PAVEMENT IN ACCORDANCE WITH INDOT SECTION 401. C. FINISHING EARTH GRADED SHOULDERS, DITCHES AND SLOPES IN ACCORDANCE WITH INDOT SECTION 208. DEMOLITION 1. THE CONTRACTOR SHALL EXCAVATE, DEMOLISH, REMOVE AND DISPOSE OF THE DEBRIS FROM THE AREAS SHOWN ON THE SITE DEVELOPMENT PLAN. 0. BUILDING WALLS. b. FOUNDATIONS. C. PAVEMENT (CONCRETE, ASPHALT AND BRICK). d. CONCRETE SLABS. 2. ALL MATERIAL AS A RESULT OF THE GENERAL DEMOLITION SHALL BE THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR'S LUMP SUM BID PRICE FOR THE DEMOLITION SHALL TAKE INTO ACCOUNT THE SALVAGEABLE VALUE OF MATERIALS AND SAID BID PRICE SHALL REFLECT SAID SAVINGS. 3. THE CONTRACTOR SHALL BE REQUIRED TO DEMOLISH AND REMOVE DESIGNATED FOUNDATION WALLS, RETAINING WALLS, CURBING, CONCRETE SLABS, PAVING, TANKS, STRUCTURES, PIPES, MANHOLES AS SHOWN ON THE CONTRACT DOCUMENTS. ALL EXISTING BASEMENT FLOOR SLABS THAT ARE NOT REMOVED SHALL BE BROKEN UP TO PERMIT DRAINAGE THROUGH THE A. ALL EXISTING A SUFFICIENTLY O E D GE OUG ESL B LL E S G B SEMENT WALLS, FOUNDATIONS, FLOOR SLABS, AND ETC. SHALL BE REMOVED TO AN ELEVATION SUCH THAT THEY WILL NOT SUPPORT PROPOSED FLOOR SLABS OR PAVEMENTS. 4. THE CONTRACTOR SHALL OBTAIN FROM THE CITY OF MADISON COUNTY, AND ALL OTHER APPLICABLE GOVERNMENTAL AUTHORITIES, NECESSARY PERMITS REQUIRED, A COPY OF SUCH PERMITS TO BE FURNISHED TO THE OWNER PRIOR TO COMMENCEMENT OF ANY WORK REQUIRED HEREIN. THE CONTRACTOR SHALL FURTHER FURNISH TO THE OWNER PROOF THAT HE HAS COMPLIED WITH THE PROVISIONS OF THE MUNICIPAL CODE OF MADISON COUNTY, INDIANA. UTILITIES 1. ALL WATER LINES FROM THE CARMEL WATER COMPANY MAIN TO ANY LOT SHALL BE INSTALLED OF MATERIAL AND WORKMANSHIP AS APPROVED WITH THE CARMEL WATER COMPANY. 2. CONDUIT SHALL BE REQUIRED FOR ALL ELECTRICAL AND TELEPHONE LINES UNDER PAVED AREAS. 3. COMPACTED GRANULAR BACKFILL SHALL BE REQUIRED FOR ALL CROSSINGS OF PAVED AREAS PER CITY OF CARMEL SPECIFICATIONS. 4. THE CONTRACTOR SHALL FURNISH THE METER PIT(s) OF THE TYPE AS SHOWN ON THE CONTRACT PLANS AND SHALL INSTALL THE METER (WHICH SHALL BE FURNISHED BY THE CARMEL WATER COMPANY) ALONG WITH ALL NECESSARY QUICK DISCONNECTS, VALVES AND APPURTENANCES. THIS COST SHALL BE INCLUDED IN THE BID AMOUNT FOR WATER LINES. CONCRETE CURB AND WALKS 1. SEE DETAIL SHEET FOR TYPE AND DETAILS. 2. CONCRETE SHALL BE READY MIXED PORTLAND CEMENT AND WATER. CONFORMING TO A.S.T.M. C -150. AGGREGATES 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. ALL EXTERIOR CONCRETE SHALL CONTAIN 3% TO 6% AIR ENTRAINMENT. 4. APPLICATION 0. PLACE CONCRETE ONLY ON A MOIST, COMPACT SUBGRADE OR BASE FREE FROM LOOSE MATERIAL. PLACE NO CONCRETE ON MUDDY OR FROZEN SUBGRADE IN ACCORDANCE WITH INDOT SECTION 604 AND 605. b. 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 DEGREES F OR LESS, PARAGRAPH 702.10 OF THE INDOT SPECIFICATIONS SHALL APPLY. c. EXCEPT AS OTHERWISE SPECIFIED, CURE ALL CONCRETE BY ONE OF THE METHODS DESCRIBED IN INDOT SECTION 501.17. 5. TOP OF CASTING ELEVATIONS REFER TO THE CASTING'S RIM OR TOP OF CURB. THE CURB CONTRACTOR SHALL INSURE THAT CURB INLET CASTINGS ARE SET A PROPER ELEVATION PRIOR TO CONSTRUCTION OF ADJACENT CURB. STORM SEWER SPECIFICATIONS 1. STANDARD SPECIFICATIONS OF THE FALL CREEK REGIONAL WASTE AND INDIANA DEPARTMENT OF TRANSPORTATION SHALL APPLY FOR ALL WORK AND MATERIALS. PIPE SHALL BE INSTALLED IN ACCORDANCE WITH INDOT SECTION 715. 2. ALL REINFORCED CONCRETE STORM SEWER PIPE (RCP) SHALL CONFORM TO ASTM DESIGNATION C -76 CLASS III. ALL HELICALLY CORRUGATED STEEL PIPE (HCSP) SHALL CONFORM AASHTO M36, 16 GAUGE IN ACCORDANCE WITH INDOT SECTION 907. 3. BACKFILL AROUND ALL STRUCTURES AND CUTS UNDER PAVED AREAS WITH COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH INDOT SECTION 21.1 AND 715. 4. SEE STANDARD DETAIL SHEET FOR CONSTRUCTION DIMENSIONS OF STORM STRUCTURES. MANHOLE, INLETS AND CATCH BASINS SHALL BE IN ACCORDANCE WITH INDOT SECTION 720. PRECAST CONCRETE AND STEEL FOR MANHOLES AND INLETS SHALL BE IN ACCORDANCE WITH ASTM C -478. 5. STORM SEWER DISCHARGE AREAS AND INVERTS ARE TENTATIVE AND ARE SUBJECT TO FIELD MODIFICATIONS BY THE ENGINEER OR HIS REPRESENTATIVE. THE CONTRACTOR WILL BE REIMBURSED FOR ANY ADDITIONAL LABOR AND MATERIALS NECESSARY TO COMPLETE ANY MODIFICATIONS ACCORDING TO THE UNIT PRICES SUBMITTED BY THE CONTRACTOR OR THE CONTRACT AMOUNT. 6. THE CONTRACTOR SHALL PROVIDE AT LEAST 2' OF COVER OVER ALL STORM SEWERS, UNLESS OTHERWISE INDICATED BY PLANS. 7. RIPRAP SHALL BE A MINIMUM OF 1/3 CUBIC FOOT IN SIZE AND A MINIMUM 18" IN DEPTH. DIMENSIONS FOR RIPRAP IN THESE PLANS ARE FOR ESTIMATING PURPOSES ONLY. ACTUAL BEST PLACEMENT OF RIPRAP SHALL BE DETERMINED BY FIELD CONDITIONS AND SHALL BE IN ACCORDANCE WITH INDOT SECTION 616. 8. ALL DRAINAGE PIPE AND DITCH OUTFALLS TO RECEIVING STREAMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DRAWINGS, SUBJECT HOWEVER, TO ANY MODIFICATION REQUIRED BY THE ENGINEER AT THE TIME INSTALLATION IS COMPLETED AND TO ANY ADJUSTMENTS NEEDED FOR FIELD CONDITIONS NOT ADEQUATELY ANTICIPATED BY THE DESIGN DRAWING. 9. CASTINGS SHALL BE AS SHOWN ON DETAIL SHEET FOR MANUFACTURER, TYPE AND NUMBER. ALL CASTINGS SHALL BE NEENAH OR EAST JORDAN APPROVED EQUAL. STORMTECH PRODUCT SPECIFICATIONS to GENERAL 1.1 STORMTECH CHAMBERS ARE DESIGNED TO CONTROL STORMWATER RUNOFF. AS A SUBSURFACE RETENTION SYSTEM, STORMTECH CHAMBERS RETAIN AND ALLOW EFFECTIVE INFILTRATION OF WATER INTO THE SOIL. AS A SUBSURFACE DETENTION SYSTEM, STORMTECH CHAMBERS DETAIN AND ALLOW FOR THE METERED FLOW OF WATER TO AN OUTFALL. 2.0 CHAMBER PARAMETERS 2.1 THE CHAMBER SHALL BE INJECTION MOLDED OF POLYPROPYLENE RESIN TO BE INHERENTLY RESISTANT TO ENVIRONMENTAL STRESS CRACKING (ESCR), AND TO MAINTAIN ADEQUATE STIFFNESS THROUGH HIGHER TEMPERATURES EXPERIENCED DURING INSTALLATION AND SERVICE. 2.2 THE NOMINAL CHAMBER DIMENSIONS OF THE STORMTECH SC-740 SHALL BE 30.0 INCHES TALL, 51.0 INCHES WIDE AND 90.7 INCHES LONG. THE NOMINAL CHAMBER DIMENSIONS OF THE STORMTECH SC-310 SHALL BE '16.0 INCHES TALL, 34.0 INCHES WIDE AND 90.7 INCHES LONG. THE INSTALLED LENGTH OF A JOINED CHAMBER SHALL BE 85.4 INCHES. 2.3 THE CHAMBER SHALL HAVE A CONTINUOUSLY CURVED SECTION PROFILE. 2.4 THE CHAMBER SHALL BE OPEN BOTTOMED. 2.5 THE CHAMBER SHALL INCORPORATE AN OVERLAPPING CORRUGATION JOINT SYSTEM TO ALLOW CHAMBER ROWS OF ALMOST ANY LENGTH TO BE CREATED. THE OVERLAPPING CORRUGATION JOINT SYSTEM SHALL BE EFFECTIVE WHILE ALLOWING A CHAMBER TO BE TRIMMED TO SHORTEN ITS OVERALL LENGTH, 2.6 THE NOMINAL STORAGE VOLUME OF A JOINED STORMTECH SC -740 CHAMBER SHALL BE 74.9 CUBIC FEET PER CHAMBER WHEN INSTALLED PER STORMTECH'S TYPICAL DETAILS (INCLUDES THE VOLUME OF CRUSHED ANGULAR STONE WITH AN ASSUMED 40% POROSITY). THIS EQUATES TO 2.2 CUBIC FEET OF STORAGE /SQUARE FOOT OF BED. THE NOMINAL STORAGE VOLUME OF AN INSTALLED STORMTECH SC -310 CHAMBER SHALL BE 31.0 CUBIC FEET PER CHAMBER WHEN INSTALLED PER STORMTECH'S TYPICAL DETAILS (INCLUDES THE VOLUME OF CRUSHED ANGULAR STONE WITH AN ASSUMED 40% POROSITY). THIS EQUATES TO 1.3 CUBIC FEET OF STORAGE /SQUARE FOOT OF BED. 2.7 THE CHAMBER SHALL HAVE FORTY -EIGHT ORIFICES PENETRATING THE SIDEWALLS TO ALLOW FOR LATERAL CONVEYANCE OF WATER. 2.8 THE CHAMBER SHALL HAVE TWO ORIFICES NEAR ITS TOP TO ALLOW FOR EQUALIZATION OF AIR PRESSURE BETWEEN ITS INTERIOR AND EXTERIOR. 2.9 THE CHAMBER SHALL HAVE BOTH OF ITS ENDS OPEN TO ALLOW FOR UNIMPEDED HYDRAULIC FLOWS AND VISUAL INSPECTIONS DOWN A ROW'S ENTIRE LENGTH. 2.10 THE CHAMBER SHALL HAVE 14 CORRUGATIONS. 2.11 THE CHAMBER SHALL HAVE A CIRCULAR, INDENTED, FIAT SURFACE ON THE TOP OF THE CHAMBER FOR AN OPTIONAL 4 -INCH INSPECTION PORT OR CLEAN -OUT. 2.12 THE CHAMBER SHALL BE ANALYZED AND DESIGNED USING AASHTO METHODS FOR THERMOPLASTIC CULVERTS CONTAINED IN THE LRFD BRIDGE DESIGN SPECIFICATIONS, 2ND EDITION, INCLUDING INTERIM SPECIFICATIONS THROUGH 2001. DESIGN LIVE LOAD SHALL BE THE AASHTO HS20 TRUCK. DESIGN SHALL CONSIDER EARTH AND LIVE LOADS AS APPROPRIATE FOR THE MINIMUM TO MAXIMUM SPECIFIED DEPTH OF FILL. 2.13 THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001 :2000 CERTIFIED FACILITY. 3.0 END CAP PARAMETERS 3.1 THE END CAP SHALL BE INJECTION MOLDED OF POLYPROPYLENE RESIN TO BE INHERENTLY RESISTANT TO ENVIRONMENTAL STRESS CRACKING, AND TO MAINTAIN ADEQUATE STIFFNESS THROUGH HIGHER TEMPERATURES EXPERIENCED DURING INSTALLATION AND SERVICE. 3.2 THE END CAP SHALL BE DESIGNED TO FIT INTO ANY CORRUGATION OF A CHAMBER, WHICH ALLOWS: CAPPING A CHAMBER THAT HAS ITS LENGTH TRIMMED; SEGMENTING ROWS INTO STORAGE BASINS OF VARIOUS LENGTHS. 3.3 THE END CAP SHALL HAVE SAW GUIDES TO ALLOW EASY CUTTING FOR VARIOUS DIAMETERS OF PIPE THAT MAY BE USED TO INLET THE SYSTEM. 3.4 THE END CAP SHALL HAVE EXCESS STRUCTURAL ADEQUACIES TO ALLOW CUTTING AN ORIFICE OF ANY SIZE AT ANY INVERT ELEVATION. 3.5 THE PRIMARY FACE OF AN END CAP SHALL BE CURVED OUTWARD TO RESIST HORIZONTAL LOADS GENERATED NEAR THE EDGES OF BEDS. 3.6 THE END CAP SHALL BE MANUFACTURED IN AN ISO 9001:2000 CERTIFIED FACILITY. z 0 Q U U W to W F- V! DRAWING: DATE: PROJ. NO.: DRAWN BY: W fh Z U W W I REVISIONS SHEET NO.: ``TUBE FILE C901 P. TE N©. 1030 STATE OF N91 AN! 2308C901 12/16/05 2308 dwp