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HomeMy WebLinkAbout39 C901 Site SpecificationsPIPE DIA. IN. MINI. TIME MIN: S LEN. FOR MINI. TIME, FT TIME FOR LONGER LEN, S SPEC. TIME FOR LEN (L) SHOWN, MIN: S Heel 100 FT 150 FT 200 FT 250 FT 300 FT 350 FT 400 FT 450 FT 4 3: 48 597 0.360 L 3: 46 3: 46 3: 46 3: 46 3: 46 3: 46 3: 46 3: 46 6 5:40 3. 7/23/04 PER CITY OF CARMEL, HAMILTON 5:40 5:40 COUNTY SURVEYOR, AND SCS 5:40 5:40 COMMENTS 2. 6/30/04 PER CTE /CLAY WASTE COMMENTS 1. 6/30/04 PER SCS COMMENTS NO. DATE" REI4S/ON DESCR/P1TON e el G l� �e lL`C✓� G \sTERF,:,.•. y -i- I I 1 r, 1 'fl 1 c. L ,,,F 'sue/ <1/45.N....* ND I AN P....Q i"i,S/ ON AL 1 //11f411‘ 4 C 30044 Vao Dts Vi 8:52 CLIENT: PLATINUM LLC 9551 DELEGATES ROW INDIANA 46250 PHONE: 317 -818 -2900 FAX: 317 -818 -2910 PROPERTIES, INDIANAPOLIS, CONf1DEMZAUIY STATEMENT. understands that owned by IEI, and also, priviledged and confidential Accordingly, the recipient in strict confidence these materials to any not to make copies of agrees to use the purpose for which IEI and recipient agrees either upon completion of the request of IEI, The recipient of these materials copyright in the materials is that the materials contain business information of IEI. agrees to retain these materials and agrees not to disclose other party and further agrees the materials. The recipient materials only for the limited has made the materials available, to return all materials to IEI the intended purpose or upon whichever comes first. SITE ADDRESS: SUBDIVISION WEST ROAD INDIANA BELLEWOOD 131st STREET CARMEL, SCALE N.T.S. DATE 05/04/04 DESIGNED BY DGP DRAWN BY HwR CHECKED BY pGP RELD BOCK 03-03 FILE NAME 0327C901.dwg DR4W/NG ME SITE SPECIFICATIONS SHEET NO: 11:24 C901 PIPE DIA. IN. MINI. TIME MIN: S LEN. FOR MINI. TIME, FT TIME FOR LONGER LEN, S SPEC. TIME FOR LEN (L) SHOWN, MIN: S 100 FT 150 FT 200 FT 250 FT 300 FT 350 FT 400 FT 450 FT 4 3: 48 597 0.360 L 3: 46 3: 46 3: 46 3: 46 3: 46 3: 46 3: 46 3: 46 6 5:40 386 0.854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 10 8:26 239 2.374 L 9:28 9:28 9:28 9:63 11:52 13:51 15:49 17:48 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:58 22:47 25:38 16 14:10 158 5.342 L 14:10 14:10 17:48 22:15 26:42 31:09 35:36 40:04 18 17:00 133 7.682 L 17:00 19:13 25:38 32:03 26:27 44:52 51:16 57:41 21 19:50 114 10.470 L 18:60 26:10 34:54 43:37 52:21 61:00 69:48 78:31 24 22:40 89 13.674 L 22:47 34 :11 45:34 56:68 68:22 79:46 91:10 102:33 27 25 :30 88 17.306 L 28:51 43:16 57:41 72:07 86 :32 100:57 115:22 129:48 30 28: 20 80 21.388 L 96:37 53:26 71:13 89:02 108:50 124:38 142:25 160:15 33 31:10 72 25.852 L 49:05 64:38 88:10 107:49 129:18 150:43 172:21 193:53 38 34:00 86 30.788 L 61:17 76:55 102:12 128:12 153:80 179:29 205:07 230:46 THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD TIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION THE SECTIONS BELOW FOR VARIOUS MS ARE TO CLARIFY THE INTENT EOUIREMEN TS FOR THIS PROJECT. E NOTE THAT OTHER SECTIONS OF STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. ORS SHALL CHECK WITH ENGINEER PRIOR TO START OF CONSTRUCTION TO TE OF PLANS. MINOR CHANGES MAY BE MADE IF ALL REVIEWING AGENCY _S ARE NOT GRAN TED BEFORE BIDDING. CHANGES IN COST SHALL BE ID PRIOR TO PHYSICAL CONSTRUCTION. ORS SHALL CON TACT ALL UTILITY DIES TO LOCATE ALL MAINS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA. JTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE- WITH AVAILABLE ON. THE LOCATION AND PROTECTION OF UTILITY STRUC TURES AND THEIR SUPPORT AND MAINTENANCE ING CONSTRUCTION :RATION WITH APPLICABLE UTILITY), IS E EXPRESSED .:31LITY OF THE CONTRACTOR IN THE PERFORMANCE OF THE CONTRACT E PARA TI ON OF THE BID. AR 0 ALL STRUCTURES AND IN AL TRENCHES BENEATH PAVED AREAS COMPACTED GRANULAR MATERIAL. IN ACCORDANCE WITH INDOT SECTION 211. ;,1 AL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW liTHER APPROVED 'SOURCES. EARTH L BE FREE FROM ORGANIC MATTER IR DELETERIOUS SUBSTANCES AND LARGE ROCKS, THE FILL MATERIAL SHALL D IN LAYERS NOT TO EXCEED 'SIX INCHES FOLLOWING COMPACTION, PROPER CON TENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED DN DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY 1PACTION TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND IRED COMPACTION ON EACH LIFT SHALL BE ATTAINED PRIOR TO PLACING LIFT. COMPACTION TESTS SHALL BE IN ACCORDANCE WITH INDOT ■1D GRUBBING AND GRUBBING SHALL CONSIST OF CU TTI dG, REMOVING AND SATISFACTORY OF ALL TREES, DOWNED 'TIMBER, BRUSH, PROJECTING ROOTS, STUMPS, BOULDERS, BROKEN CONCRETE, FENCING (AS DESIGNATED), AND OTHER ON THE PROJECT AND WITHIN THE BOUNDARY AS SHOWN ON THE ITION DOCUMEN TS AND/OR AS D BY "CONSTRUCTION LIMITS I TABLE MATERIAL" FROM CLEARING OPERATIONS SHALL BE REMOVED TO AREA(S) OFF OF THE PROJECT SITE; L.; UNLESS A "BURY PIT" SHALL BE INHERE IMPOUNDMENT OF SURFACE WATER MAY OCCUR. SHALL NOT BE DISPOSED OF BY BURNING UNLESS APPROVED BY THE LOCAL ;HAL. AL AND PROTECTION LL BE REMOVED FROM THE PROJECT ONLY WHERE THE AREA IS TO BE BY ROAD AND SURFACED AREAS. LL. BE REMOVED FROM THE PROJECT SITE AS DIRECTED BY THE DEVELOPER. .LL BE REMOVED FROM THE PROJECT SITE WHERE THEY INTERFERE DIRECTLY PLACEMENT OF STORM OR SANITARY SEWERS, AND THAT SUCH EXCAVATION BE FATAL TO SUCH ADJACENT TREES. ACTOR SHALL ENDEAVOR TO SAVE AND PROTECT TREES OF VALUE AND IICH DO NOT IMPAIR CONSTRUCTION OF IMPROVEMENTS AS DESIGNATED. ENT CUT OR FILL EXCEEDS 0.5 FEET OVER THE ROOT AREA, THE 2 SHALL BE CONSULTED WITH RESPECT TO PROTECTIVE MEASI_IRES TO BE ANY, TO PRESERVE SUCH TREES. 'ACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE METHOD FOR FJ OF TOPS, TRUNKS AND ROOTS OF EXISTING TREES ON THE PROJECT SITE TO REMAIN. EXISTING TREES SUBJECT TO CONSTRUCTION DAMAGE SHALL FENCED OR OTHER MATERIAL AND EQUIPMENT SHALL NOT BE STOCKPILED J WITHIN THE SPREAD OF BRANCHES. BRANCHES WHICH NEED TO BE OR ARE BROKEN SHALL BE NEATLY TRIMMED AND SCARS SHALL BE COVERED PAINT. F TOPSOIL ACTOR SHALL VERIFY THAT ALL TOPSOIL HAS BEEN REMOVED IN THE AREAS SI.JPIED BY R(DAD, WALKS AND DESIGNATED BUILDING AREAS. TOPSOIL REMOVED TO A DEPTH OF SIX (6) INCHES OR DEEPER, IF NECESSARY, To RGALJIC: MAT 1 E WHERE REQUIRED. HALL BE KEPT SEPARATED FROM SUITABLE FILL MATERIALS AND SHALL NOT ,S FILL UNDER PAVEMENT, BUILDING AREAS AND /OR FUTURE STRUCTURAL HALL. BE STORED AT A LOCATION WHERE IT DOES NOT INTERFERE WITH lION OPERATIONS. EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE. HALL BE REASONABLY FREE FROM SUBSOIL DEBRIS AND STONES. ONSTRUCTION A DI';PARTMENT or TRANSPORTATION STANDARD SPECIFICATIONS, LATEST \ID THE CITY K)F C.A P MEL STANDARDS AND SPECIFICATIONO SHALL APPLY TO IIP AND MATERIALS IN CONSTRUCTION OF SUBGRADE, PAVEMENT, CURBS AND WALKS. E THE SUBGRADE IN ACCORDANCE WITH INDOT SECTION 207 AND THE CITY OF CARMEL RD.. NO TRAFFIC WILT. BE PERMITTED ON THE PREPARED SUBGRADE PRIOR TO PAVING. OIJS PAVEMENT IN ACCORDANCE WITH INDOT SECTION 402 AND CITY OF CARMEL STANDARDS. ING EARTH GRADED SHOULDERS, DITCHES AND SLOPES IN ACCORDANCE INDOT SECTION 208 AND THE CITY OF CARMEL STANDARDS. URB AND WALKS SHEET FOR TYPE AND DETAILS. SHALL BE READY MIXED PORTLAND CEMENT AND WATER CONFORMING TO -150. AGGREGATEE'S `.SHALL CONFORM T(I) A.S. T.M. C -33. COMPRESSIVE OF CONCRETE AT 28 DAYS SHALL BC 4000 P.S.I. WHERE REQUIRED, .MENT `HALL BE WELDED STEEL WIRE:_ FABRIC CONFORMING TO A.S. T.M. IOR CONCRETE SHALL CONTAIN 3% TO 67, AIR ENTRAINMENT. =N CONCRETE ONLY ON A MOIST, COMPACT SUBGRADE OR BASE FREE FROM MATERIAL. PLACE NO CONCRETE ON MUDDY OR FROZEN SUBGRADE IN ;DANCE WITH INDOT SECTION 604 AND 605. 'ETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE REHANDLING AS TICAL. WHEN CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC RATURE OF 35 DEGREES F OR LESS, PARAGRAPH 702.11 OF THE INDOT FICATIONS SHALL. APPLY. T AS OTHERWISE SPECIFIED, CURE ALL. CONCRETE BY ONE OF THE METHODS IBEL.) IN INDOT SECTION 501.17. STING ELEVATIONS REFER TO THE CASTING'S RIM OR TOP OF CURB. THE TRACTOR SHALL INSURE THAT CURB INLET CASTINGS ARE SET AT PROPER PRIOR TO CONSTRUCTION OF ADJACENT CURB. DEMOLITION 1. THE CONTRACTOR SHALL EXCAVATE, DEMOLISH, REMOVE AND DISPOSE OF THE DEBRIS FROM THE AREAS SHOWN ON THE SITE DEVELOPMENT PLAN. a. b. c. d. BUILDING WALLS. FOUNDATIONS. PAVEMENT (CONCRETE, ASPHALT AND BRICK). CONCRETE SLABS. ALL MATERIAL AS A RESULT OF THE GENERAL DEMOLITION SHALL BE THE PROPERTY OF THE CONTRACTOR. 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 SUFFICIENTLY TO PERMIT DRAINAGE THROUGH THE SLAB. ALL EXISTING BASEMENT 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 CARMEL, 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 CARMEL, INDIANA. UTILITIES ALL WATER LINES FROM TOWN OF CARMEL WATER UTILITY MAIN TO ANY LOT SHALL BE INSTALLED OF MATERIAL AND WORKMANSHIP AS APPROVED WITH THE TOWN OF CARMEL WATER UTILITY. 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 ENGINEERING AND STREET DEPARTMENT DETAILS AND SPECIFICATIONS. SANITARY SEWER SPECIFICATIONS 1. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL, INDIANA DEPARTMENT OF TRANSPORTATION, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT AND CLAY TOWNSHIP REGIONAL WASTE DISTRICT SHALL APPLY FOR ALL WORK AND MATERIALS. PIPE SHALL BE INSTALLED IN ACCORDANCE WITH INDOT SECTION 715, ASTM AND MANUFACTURER SPECIFICATIONS. 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 F'IPE 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 CROSS- SECTIONAL 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: MANHOLE DEPTH 10 FEET OR LESS >10 FEET BUT <15 FEET 15 FEET BUT <25 FEET MINIMUM ELAPSED TIME FOR A PRESSURE CHANGE OF 1 INCH HG 60 SECONDS 75 SECONDS 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. THE SANITARY SEWER LATERALS AND STUBS TERMINATION SHALL BE INDICATED ON THE SURFACE WITH A WOOD 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 TH E PIPE TO 12- INCHES 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. 20. FORTY -EIGHT (48) HOURS NOTICE SHALL BE GIVEN TO THE DISTRICT PRIOR TO THE START OF SEWER 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- 916 -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. MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 PSIG DROP FOR SIZE AND LENGTH OF PIPE INDICATED APPROVAL PENDING "NOT FOR C STORM SEWER SPECIFICATIONS 1. STANDARD SPECIFICATIONS OF THE HAMILTON COUNTY SURVEYORS OFFICE AND CITY OF CARMEL 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. 6. THE CONTRACTOR SHALL PROVIDE AT LEAST 2' OF COVER OVER ALL STORM SEWERS, UNLESS OTHERWISE INDICATED BY PLANS. 7. RIP RAP SHALL BE A MINIMUM OF 1/3 CUBIC FOOT IN SIZE AND A MINIMUM 18" IN DEPTH. DIMENSIONS FOR RIP RAP IN THESE PLANS ARE FOR ESTIMATING PURPOSES ONLY. ACTUAL BEST PLACEMENT OF RIP RAP 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. SOIL EROSION CONTROL SUMMARY CONTRACTOR SHALL INSTALL SEDIMENT TRAPS AND STRAW BALE FILTERS AS SHOWN. 2. MASS GRADE THE SITE (SIDES OF SWALES, MOUNDS AND PONDS TO BE SODDED OR SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION). TEMPORARY SEEDING SHALL BE RECOMMENDED FOR ALL SWALES AND DISTURBED AREAS THAT CANNOT BE FINAL SEEDED WITHIN A TIME PERIOD THAT WILL PREVENT SOIL EROSION, FOR TEMPORARY SEEDING THE CONTRACTOR SHALL UTILIZE A FAST GROWING SEED OF EITHER OATS, ANNUAL RYEGRASS, WHEAT OR RYE DEPENDING UPON TIME OF YEAR. DISTURBED AREAS SHOULD BE KEPT TO A MINIMUM AT ALL TIMES. 3. CONTRACTOR SHALL CONTROL MUD ACCUMULATION ON ALL STREETS SURROUNDING THE PROJECT BY INSTALLING STONE SURFACE AT ALL LOCATIONS WHERE CONSTRUCTION TRAFFIC LEAVES THE SITE. DUST SHALL BE KEPT TO A MINIMUM BY UTILIZING SPRINKLING, CALCIUM CHLORIDE, VEGETATIVE COVER, SPRAY ON ADDITIVES OR OTHER APPROVED METHODS. 4. MAINTAIN ALL FILTERS AND TRAPS DURING CONSTRUCTION TO PREVENT ANY BLOCKAGES FROM ACCUMULATED SEDIMENT. ADDITIONAL SEEDING AND STRAW BALES MAY BE REQUIRED DURING CONSTRUCTION AS SPECIFIED BY ENGINEER OR SOIL CONSERVATION SERVICE. RIP RAP SHALL BE PLACED IN AREAS OF HIGH VELOCITY STREAM FLOW (MINIMUM SIZE 1/3 CU.FT.). 5. CONTRACTOR SHALL INSTALL ALL STORM SEWER INLET FILTERS AS STORM SEWER SYSTEM IS INSTALLED. 6. ALL PROPOSED STREET AREAS TO BE PAVED AS SOON AS POSSIBLE AFTER SUBGRADE IS PREPARED. 7. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLS ONLY WHEN THERE IS A SUFFICIENT GROWTH OF GROUND COVER TO PREVENT FURTHER EROSION 8. ALL SWALES SHALL BE SEEDED IMMEDIATELY AFTER FINAL GRADING. SEEDING SPECIFICATIONS 1. SWALES /GRASSED WATERWAYS: PERMANENT SEEDING SHALL TAKE PLACE BETWEEN MARCH 1 AND MAY 15 OR FROM AUGUST 10 TO OCTOBER 15 WITH THE FOLLOWING PER ACRE: 25 LBS. KENTUCKY 31 FESQUE 15 LBS. KENTUCKY BLUE GRASS 1000 LBS. 12 -12 -12 FERTILIZER 3000 LBS. MULCH (STRAW) 2. IF GRADES ARE ESTABLISHED BETWEEN MAY 15 AND AUGUST 10, A TEMPORARY SEEDING CONSISTING OF 40 LBS. OF ANNUAL RYEGRASS SHALL BE PLANTED PER ACRE. 3. IF GRADES ARE ESTABLISHED BETWEEN OCTOBER 15 AND DECEMBER 30, EITHER RYE (GRAIN) OR WHEAT MAY BE USED AT THE RATE OF 2 BUSHELS /AC. OATS MAY BE USED FOR EARLY SPRING PLANTING AT THE RATE OF 3 BUSHELS /AC. ALL GRAINS SHOULD BE CUT AT TIME OF PERMANENT SEEDING. ALL GRAINS SHOULD BE CUT PRIOR SEED MATURING. 4. IF TEMPORARY SEEDING IS ESTABLISHED PRIOR TO PERMANENT SEEDING, THE MULCH MAY BE ELIMINATED EXCEPT IN "BARE" AREAS. 5. IF GRADING OCCURS DURING DECEMBER, JANUARY OR FEBRUARY, NO SEEDING TO TAKE PLACE TILL SPRING PLANTING; HOWEVER, IT IS IMPERATIVE THAT ALL SEDIMENT FILTERS AND TRAPS ARE IN PLACE PRIOR TO BULK EARTH MOVING OR CLEARING. EROSION PROTECTION DURING CONSTRUCTION AND SEEDING 1. THE CONTRACTOR SHALL PROVIDE ADEQUATE EROSION PROTECTION MEASURE DURING CONSTRUCTION SUCH AS, BUT NOT LIMITED TO: A. B. C. D. E. F. G. SILTATION BASINS SILT TRAPS STRAW BALE DAMS SOIL CEMENT MULCH AND SEEDING SOIL STABILIZATION FABRIC JUTE NETTING 2. DETAILS AND PLACEMENT SPECIFICATION FOR THE ABOVE ITEMS ARE AVAILABLE ON REQUEST FROM THE ENGINEER. 3. ALL CONSTRUCTION AREAS ARE TO BE SEEDED IMMEDIATELY FOLLOWING GRADING. 4. SWALE AND LAKE SLOPE SEEDING: SEED AND FERTILIZE WITHIN CONSTRUCTION LIMITS IMMEDIATELY AFTER CONSTRUCTION WITH 5# /ACRE "RED TOP" GRASS, 20 ACRE "RYE GRASS 20# /ACRE "BLUE GRASS 25# /ACRE "TALL FESCUE" GRASS AND 600 /ACRE 12/12/12 FERTILIZER. CUT AND FILL SEEDING ALONG STREETS: 25# /ACRE "TALL FESCUE" GRASS, 20# /ACRE "RYE GRASS 15# /ACRE "BLUE GRASS" AND 600# /ACRE 12/12/12 FERTILIZER. (APPROXIMATELY 25 FEET BEHIND CURB FOR SEEDING ALONG STREET). PAD AND PARKING AREAS SHALL BE SEEDED WITH 40# /ACRE OF ANNUAL RYE GRASS. 5. WOOD CELLULOSE FIBER, STRAW OR MULCH SHALL BE APPLIED AT A RATE OF 3/4 TONS PER ACRE AND SHALL BE REQUIRED FOR ALL SWALE, LAKE SLOPE AND STREET SEEDING. 6. STONE RIPRAP (MINIMUM 1/3 CUBIC FOOT) IS TO BE UTILIZED IN AREAS OF HIGH VELOCITY STREAM FLOW.