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Home My WebLink AboutC801 General Details & SpecificationsPIPE SIZE 12 -15" 18" OVER BEDDING BELOW THE PIPE BARREL O.D. /4 MIN =4" O.D. /4 MAX =8" I I -rccrummcv T FILLER 'NIVV „O =RSE JOINT S chneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering ERSE JOINT 1 PREFORMED IrINT flI I �R 5' -0" BETWEEN TRANSVERSE JOINTS \\\\\\111111111 I I I i I :c\sTE RAIIIII/1 ...--z. No. -o 9500028 STATE OF i I I N A 1, ,1 1 Illnln► 1 r DATE: 4/1/04 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (2004) S chneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: 04/01 /04 PROJECT NO.: 1238.033 DRAWN BY: BET CHECKED BY: SHEET TITLE: GENERAL DETAILS SPECIFICATIONS DRAWING FILES: N: \1238 \033 \DWGS \C801.DWG SHEET NO.: C 1 110 COMPACTED SUBGRADE 50' -0" BETWEEN EXPANSION JOINTS (MAX.) CONCRETE SIDEWALK NOT TO SCALE CONCRETE WALK SIDEWALK DETAIL SLOPE: 1/4" PER FOOT SCORE 1/4" R FIBER REINFORCED CONC. (3000 PSI) 1/4" R •POGO 4,o p a r 3°`DO 6" CONCRETE CURB AND WALK PAVEMENT #8 CRUSHED STONE or #8 FRACTURED FACE AGGREGATE HAND TAMPED OR WALKED INTO 1/2 0.D. NORMAL GRADE 1/4" PER FOOT MIN.-1/8" PER FOOT CONNECT TO EXISTING SERVICE PLUG FOR FUTURE CONNECTION. PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED FOR SEWER MAIN. USE 6" SEWER PIPE UNLESS OTHERWISE SPECIFIED FINISH GRADE THE CONTRACTOR SHALL BE AWARE THAT IF THE TOP OF THE TRENCH IS WITHIN 5' OF THE PROPOSED FUTURE BACK OF CURB, THAT GRANULAR BACKFILL (N0. 53 AGGREGATE) SHALL BE PLACED IN THE EXCAVATION AND COMPACTED TO 95% MODIFIED PROCTOR AT 6" MAX. LIFTS. WIDTH VARIES BASED ON THE TYPE OF PIPE MATERIAL DEPTH OF COVER. CONSULT THE PROJECT ENGINEER IF THE 6" CLEARANCE ON EACH SIDE OF THE PIPE IS NOT SUFFICIENT. THE EXCAVATION OF THE TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH I.O.S.H.A. REGULATIONS. IN THE EVENT THAT A SOFT AREA IS ENCOUNTERED OR THE BOTTOM OF THE TRENCH IS OVER DUG, THE TRENCH BOTTOM WILL BE REFILLED WITH NO. 8 COMPACTED AGGREGATE BEFORE THE PIPE IS LAID IN PLACE. THIS TRENCH DETAIL IS TO BE USED FOR ALL TYPES OF SANITARY SEWER PIPE MATERIAL INCLUDING P.V.C., (SDR -35) AND P.V.C. TRUSS PIPE. W J FINISH GRADE COMPACTED GRANULAR BACKFILL TO BE USED UNDER ALL PAVED AREAS. MIN WIDTH 1.25 (0.D.) +12" FLEXIBLE (PVC or HDPE) PIPE BEDDING PIPE TRENCH DETAIL 30° MIN 45' MAX. SANITARY SEWER LATERAL CLEANOUT PLUG PIPE LONG RADIUS TYPICAL CLEANOUT DETAIL **(TRENCH SIDE SLOPES) 1:2 OVER 16' 1:3 TO 16' 1:6 TO 12' 1:12 TO 8' #8 CRUSHED STONE or #8 FRACTURED FACE AGGREGATE HAND TAMPED OR WALKED INTO 1/2 0.D. +12" ABOVE TOP OF PIPE 4" MIN. (BELOW BARREL) #8 CRUSHED STONE or #8 FRACTURED FACE AGGREGATE BELL HOLE EXCAVATED ISOMETRIC PLAN LONG RADIUS SECTION A- A DIAMETER AS SPECIFIED ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER i 801 SPRING LINE OF PIPE CONNECT TO EXISTING SERVICE OR PLUG FOR FUTURE SERVICE. PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED FOR SEWER MAIN. REVISED MAY, 2002 B. With the vacuum tester set in place: TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT 1. Standard specifications of the Clay Township Regional Waste District (District) and Indiana Department of Transportation shall apply for all work and materials. Pipe shall be installed in accordance with Section 715 of the latest edition of the Indiana Department of Transportation Standard 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 a 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 cross sectional area of 0.20 square inches and conform to ASTM F -477 specification. 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 manufacturer's 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. 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 lime 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. 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 chimney's 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 cf 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 Engineer's 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 "as built" 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- 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 3271AC 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 done on the sewer. 21. Manhole castings shall be stamped SANITARY SEWER, Neenah Casting R 1642A or equal and be self sealing type. The costing 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 10 -inch 12 -inch 15 -inch 18 -inch 0.40% 0.28% 0.22% 0.15% 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. 0 w