Loading...
HomeMy WebLinkAbout05060041 C502 Sanitary Plan & Profilez a COMPACTED GRANULAR BACKFILL REQUIRED PROPOSED 8 WATERMAIN F /Z PROPOSED 15" RCP PI INV. ELEV. 842.56 IN 1 838,14 ALL BENCHWALLS MUST EXTEND TO CROWN OF HIGHEST INFLUENT PIPE. T 1 140 LF OF 8" PVC SDR -35 0.45% 1 23LFOF8 "PVC SDR -35 0.45% 1 I 1 D. OSC7 STA SAN. M.H. NO. STUB STA IT.C. ELEV. 849.1 -LS'99 BENCHMARK RM 209 -1. CHISELED SQUARE CUT IN SOUTHERN DOWN STREAM HEADWALL OF CSX RAILROAD (NOW MONON TRAIL). CULVERT FOR CARMEL CREEK ELVE. 829.43 1. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. 2. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE FOOT LATERAL EXTENSION CONNECTED TO THE WYE. THE END OF THE LATERAL SHALL BE PLUGGED OR CAPPED. 3. LATERALS RUNNING TO THE OPPOSITE SIDE OF STREET SHALL EXTEND TO WITHIN 5 FEET OF THE BUILDING LINE. 4. NO FOUNDATION OR OTHER STORM WATER DRAINS SHALL BE INTERCONNECTED TO THE SEWER LATERAL INSTALLED AND CONNECTED TO THE DISTRICT'S SANITARY SEWER. 5. CONTRACTORS SHALL LAV 14 GAUGE STRANDED WIRE THE ENTIRE LENGTH OF THE LATERAL. WIRE IS 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. 1. ANY PIPE INSTALLED AT LESS THAN MINIMUM GRADE AS SPECIFIED BY TEN STATES STANDARDS WILL NOT BE ACCEPTED BY THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT. 2. ALL SANITARY SEWER WITH LESS THAN 6.5 FEET OF COVER TO HAVE AT LEAST ONE INFILTRATION /EXFILTRATION TEST AFTER ALL UTILITIES HAVE BEEN INSTALLED. THIS DCAM REQUIREMENT WILL BE COMPLETED PRIOR TO ACCEPTANCE FOR PUBLIC MAINTENANCE UNLESS WAIVED BY DCAM. 3. S.E. EXCLUSIVE SANITARY SEWER EASEMENT D. U.E. DRAINAGE AND UTILITY EASEMENT O.S.& U.E. DRAINAGE, SANITARY SEWER AND UTILITY EASEMENT 4. MANHOLES PROPOSED TO BE INSTALLED IN UNPAVED AREAS SHALL BE CONSTRUCTED SUCH THAT THE TOP OF CASTING (T.C.) IS A MINIMUM OF THREE (3) INCHES ABOVE THE FINISHED GRADE TO PREVENT POND1NG OF WATER OVER THE CASTING. POSITIVE DRAINAGE AWAY FROM THE MANHOLE SHALL BE PROVIDED. 5. THE LOWEST FINISHED FLOOR ELEVATION SERVED MUST BE ONE (1) FOOT ABOVE THE TOP OF CASTING (T.C.) OF EITHER THE UPSTREAM OR DOWNSTREAM MANHOLE PER SECTION 13.02.A.2 OF THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT STANDARDS FOR THE DESIGN AND CONSTRUCTION OF SANITARY SEWERS, MAY 1989. NORTH 1" 50' HORIZ. 1" 5' VERT. 870 850 GENERAL NOTES: 840 PROPOSED 8" PVC SDR- 35 ----1 (W) INV. ELEV. 838.36 PROPOSED 8" PVC SDR -35 (S) INV. ELEV. 837.29 5 +00 LATERAL NOTES: 122 LE OF8 "PVC SDR -35 0.45% 6 +00 PROPOSED 8" PVC SDR -35 (E) INV. ELEV 838.14 7 +00 4 111111110 4' FENCE REDO. 7t 11111111111111111111111111111111111111111111 111111111111111111111b, I111111111111111111111b, D FLOOR 1.50 i OUT TG 851.0 S1EAN OUT TC. 851.0 FM MEV. 84600 T7PE I CLEAN OUT TG 851.0 11V. E3EV. O aw OUT TG 8683 INV ELEV. NORM d. I PRO°OSED POOL E IDEimii0N AREA �a3 84$90 2 YR. FL000 ELEX 843.40 $S6 10 YR. F1000 f1£V.. 844.91 f335 100 1R Q1Tcl1 aEv R.00D ELEV. a 83 84 4.00 Ml. 88.92 -636'637 10P OF WAL. I £V, B40.00 SO' BUILDING UNE STREET "H" rivE BEAN OUT TO. 851.0 1dY. EUEV. 845.00 STREET "f'" 8 +00 366 LF OF 8" PVC SDR -35 0.45% ALL BENCHWALLS MUST EXTEND TO CROWN OF HIGHEST INFLUENT PIPE. 9 +00 g§ o t 8 g gi 10 BUILDING UNE 1 8" INV. ELEV. 842.50 COMPACTED GRANULAR BACKFILL REQUIRED 7 PROPOSED 8" AD 18" RCP 842.60 COMPACTED GRANULAR BACKFILL REQUIRED >33,9.69 153 LF OF 8" PVC SDR -35 0.45% 10 +00 IMO 11 11111111111111111.1VereiroWoriirâ– WAWA 11+00 8,141 4R 870 0 860 co w w 850 CONTRACTOR MUST PLUG AND SEAL END OF STUB PROPOSED 8" PVC SDR -35 (E) INV. ELEV. 840.58 STUB 5 LF 0.45% FOR FUTURE CONNECTION -NO PROFILE- PROPOSED 8" (N) INV. ELEV. PVC SDR -3 838.04 PROPOSED 8" PVC SDR -35 (W) INV. ELEV. 837.94 870 860 850 5 +00 6 +00 P1 L PRIOR TO BACKFILLING, CONTRACTOR MUST COORDINATE WITH SURVEYOR TO OBTAIN AN UPSTREAM AS -BUILT INVERT ELEVATION AND ACCURATE HORIZONTAL LOCATION. CONTRACTOR TO MARK END OF STUB LOCATION WITH PAINTED GREEN 2 "X4 OPOSED 18" RCP V. ELEV. 841.97 CONTRACTOR MUST PLUG AND SEAL END OF STUB 1- W H W 2 w z w U w W 1-- (n REVISIONS SHEET NO.: TUBE FILE w z 1/11/06 REVISED PER COMMENT LETTER DATED 1/10/06 AND ADDED SHEET C402 MG DRAWING: 2308501 DATE: 12/16/05 PROJ. NO.: 2308 DRAWN BY: MG C502 SANITARY PLAN AND PROFILE CARMEL, INDIANA EAST 116th STREET COLLEGE