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Home My WebLink AboutC400 Utility PlanSTRUCTURE DATA TABLE STRUCTURE NO_ STRUCTURE TYPE CASTING TYPE* STRUCTURE NO. STRUCTURE TYPE CASTING TYPE* 1 END SECTION 11 INLET TYPE 'A' R -3405 2 END SECTION 400 FT. 12 END SECTION 5 INLET TYPE 'A' R- 3286 -8V 13 INLET TYPE 'A' R- 3286 -8V 7 INLET TYPE 'A' R- 3286 -8V 14 INLET TYPE 'A' R- 3286 -8V 8 INLET TYPE 'A' R- 3286 -8V 15 END SECTION 9 END SECTION 16 END SECTION 10 INLET TYPE 'A' R -3405 17 INLET TYPE 'A' R- 3286 -8V 7:36 8 :52 10 :08 18 INLET TYPE 'A' R- 3286 -BV 239 2.374 L 9:28 19 END SECTION 11:52 13:51 15:49 17:48 12 11:20 PPE DIA. IN. MINIMUM TIME, MINTS LENGTH FOR MINIMUM TIME, FT. TIME FOR LONGER LENGTH, S SPECIFICATION TIME FOR LENGTH (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 t 1:24 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 7.82 L 17 :00 19:13 25 :38 32 :03 26 :27 4-4:52 51:15 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. L 22:47 34 :11 45 :34 56:58 68 :22 79:46 91:10 102:33 27 25:30 88 17.306 L 28:51 43:16 57:41 72:07 86 :32 100:57 115:22 129:4-8 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 imunionis T.C. 890.70 INV. 887.66 INV. 887.55 6"X8" REDUCER T.C. INV. 890.65 887.46 15 LF 12" RCP 0.31% 101 IS OF 15' RCP 0 0.38% 4 7 f OF' 12= ReP 0 0.31X FIBER PTIC 90 If OF 12 RCP 0 0.25X SEE ENLARG THIS SKEET 8" 4 1.OX MtN.) II ND SECTI N R11►►Vim:Fa►fr1; BORE WATER UNDER STREET _O END SECTION ROOF DRAIN 8" PVC 0 1.0% (MIN.) 0 SEE PLU BING PLANS F R Rt 108 LF OF 15' RCP O 0.18 INV. 99TH STREET 887 31 UNDER PAVEMENT (PRIVATE STREET) PROPOSE' BUILDI CLEANOUT SEE PLUMBING PLAN FOR INVERT NV. 881. RISER PE NG P ROOF DRAIN 6" PVC O 1.0X (MIN.) 64 LF OF 6 SAN. LATE_ BA .0 1.O% INV. 880.91 59 LF OF 6 SAN. LATERAL 0 1.0% (BORE) 80 LF OF 15" RCP 0 0.27 END SECTION ROOF DRAIN 6" PVC 0 1.0% (MIN.) END SECTION INV_ 887.00 10 LF OF 1 RCP 0 0.3 17 LF OF 1 RCP 0 O. o DON'T DIG BLIND tY re) CC 5 LL 0 J -p ?HOLEY MOLEY' 1 -800- 382 -5544 CALL TOLL FREE MAYFLOWER PPIRK LOT 1, BLOCK 5 0 w w o< L� 2 I OE D Ii 0 N INV 888.91 -UT 0 1 1 1 1 1 1 1 0 0 0 24 "VCP UE 1 END SECTION INV. 887.60 1 ENLARGEMENT SCALE: 1'=5' 1 1 1 6'x4' FDC REDUCER -z UT T.C. 890.65 1 8 'VCP -SAN- EX1 TC 891.89 INV N 878.53 INV S 878.13 INV E879.13 T INV_ 887.63 0 T INV. 887.41 AND VALVE RELOCATE BURIED TELEPHONE AS' NECESSARY fOR TORM SEWER CONSTRUCTION. CONTACT ENGINEER RELOCATION IS REQUIRED. MAYFLOWER PARK BLOCK 6 GENERAL NOTES MAYFLOWER PARK BLOCK 5 1_ ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE PROHIBITED_ 2. CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION PERMIT HAS BEEN OBTAINED_ ADDITIONS, DELETIONS, AND /OR REVISIONS TO THE SANITARY SEWER FACILITIES SHALL NOT BE MADE WITHOUT APPROVAL BY THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT. 4. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 18" BETWEEN THE OUTSIDE OF THE WATER MAIN PIPE AND THE SEWER PIPE_ ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH JOINTS WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS POSSIBLE. IF WATER UNE(S) CROSS BELOW SANITARY SEWER UNE(S), SEWER LINE MUST BE CONSTRUCTED FROM WATER MAIN MATERIAL FOR THAT PARTICULAR SPAN_ 5. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THE EXISTING UTIUTIES AND REPAIRING ANY DAMAGE DONE TO THE UTIUTIES DURING PROBING OR CONSTRUCTION. TO OBTAIN ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING FORTY -EIGHT (48) HOURS IN ADVANCE INDIANA UNDERGROUND CABLE LOCATION 1 -800- 382 -5544_ 6. ALL STORM DRAINAGE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL STORM SEWER SPECIFICATIONS AND REQUIREMENTS_ 7. FIELD TILE ENCOUNTERED SHALL BE REPLACED AND /OR CONNECTED TO THE STORM SEWER SYSTEM. 8_ SIDE SLOPES 3:1 OR GREATER WILL BE SODDED OR STABIUZED WITH AN EROSION CONTROL BLANKET. 9_ ALL EARTHEN AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE TEMPORARY SEEDING AND MULCHING_ 10. SILT FENCE AROUND STRUCTURES IN PAVEMENT AREA ARE TO BE INSTALLED PRIOR TO PAVING CONSTRUCTION_ 11. GRANULAR BACKFILL REQUIRED FOR ALL PIPE UNDER PAVEMENT AND WITHIN 5 FEET OF PAVEMENT. 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY_ THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. T.C. 890.46 INV. 887.22 ALL INV SW 878.89 ORE DRILL SANITARY INTO MANHOLE (KOR -N -SEAL) EX, TC 887.82 INV 878.32 INV. N 880.39 SANITARY SEWER NOTES MANHOLE DEPTH 10 FEET OR LESS >10 FEET BUT <15 FEET >15 FEET BUT <25 FEET C) 0 NN END SECTION INV_ 887.09 19 E< 1 TC 887.77 INV NE 879.11 1. STANDARD SPECIFICATIONS OF THE CLAY WASTE DISTRICT AND INDIANA rrPARTMENT OF TRANSPORTATION SHALL APPLY FOR ALL WORK AND MATERIALS. P:PPE SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 715. MINIMUM ELAPSED TIME FOR A PRESSURE CHANGE OF 1 INCH HG 60 SECONDS 75 SECONDS 90 SECONDS f 2. SANITARY SEWER PIPE SHALL BE PVC IN ACCORDANCE WITH ASTM 0 -3034 (S.D.R. 35) AND ASTM 2321. PVC PIPE SHALL HAVE GROOVED BE_! I'D GASKET. THE PIPE SHALL BE MADE OF PVC PLASTIC HAVING A CELL CLASSIFEtATION OF 12454B. 3. PVC SEWER FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF AV- D- 3034 -89 SPECIFICATION- FITTINGS IN SIZES THROUGH 8" SHALL BE MOLDED i' 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 CASIEETS_ WALL THICKNESS OF FITTINGS SHALL BE SDR 26 AS DEFINED IN SECTION 7.4.1 OF THE. SPECIFICATIONS_ GASKETS FOR ELASTOMERIC JOINTS SHALL BE MOLDED WITH A MII~''4U °.4 CROSS- SECTIONAL AREA OF 0.20 SQUARE INCHES AND CONFORM TO ASTM F -477 SPE C ?=ICATION. FITTINGS SHALL BE MANUFACTURED BY HARCO OR EQUAL. 4. ALL SANITARY MANHOLES SHALL BE 'PRECAST CONCRETE" MANHOLES 114 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 IN3ICArING DEVICES MUST BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS ANC ERFORMANCE SPECIFICATIONS WHICH HAVE BEEN PROVIDED BY THE MANUFAC i,'_RER AND ACCEPTED BY THE ENGINEER. THE VACUUM EQUIPMENT MUST BE CAPABLE OF TI- 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 T `E VALVE OPEN. 2. DRAW A VACUUM OF TEN (10) INCHES OF HG. AND CL! SE, THE VALVE. C_ ACCEPTED STANDARDS FOR LEAKAGE WILL BE ESTABUSHED 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: 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 MANHOLES DEEPER THAN TWENTY -FIVE (25) FEET, THE ENGINEER WILL DETERMINE THE APPUCABLE MINIMUM ELAPSED TIME. D. IF THE MANHOLE FAILS THE 1 ES r 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_ 0 1 f 1 1 EX TC 889.27 INV SE 879.77 INV NE 879.67 TC 888.81 X INV S 884.71 INV N 884.36 INV SW 884.36 7 4 04 4) 04 Zo '1 S //7 1 1 1 1 1 X TC 889.40 INV SW880.50 INV NE 880.60 T.G. 889.81 INV_ 886.99 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 ENGINEER'S REPRESENTATIVE SHOULD BE 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 BACKF1LL 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 UNES 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 CLAY WASTE 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 CLAY WASTE 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 TI-HE 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 UNE 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 UNE 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_ LE END EXISTING PROPOSED C3 0 0 L_ J (Ex\ uE 4- 4 4- UT 0 *CASTINGS TO BE NEENAH OR EQUAL 8 -INCH 10 -INCH 12 -INCH 15 -INCH 18 -INCH 30 60 GRAPHIC SCALE IN FEET STORM CURB INLET STORM INLET STORM MANHOLE SANITARY MANHOLE SANITARY CLEANOUT STORM STRUCTURE NUMBER SANITARY STRUCTURE NUMBER CONCRETE END SECTION STORM SEWER STORM UNDERDRAIN (20 FT_ MIN. AT STRUCTURES) SANITARY SEWER WATER LINE FIRE PROTECTION UNE FIRE HYDRANT THRUST BLOCK POST INDICATOR VALVE WATER VALVE UNDERGROUND ELECTRIC ELECTRIC UTILITY MARKER ELECTRIC MANHOLE TRANSFORMER GAS GAS METER GAS VALVE GAS UTILITY MARKER PULLBOX TELEPHONE PEDESTAL TELEPHONE UTILITY MARKER UNDERGROUND TELEPHONE FIBEROPTIC LINE DISABLED PARKING SIGN SIGN 0.40% 0.28% 0.22% 0.15% 0.12% 90 TABLE 1 MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 PSIG DROP FOR SIZE AND LENGTH OF PIPE INDICATED w 8"W 4 UE G 0 UT FO T 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 ACORDANCE WITH STATE AND FEDERAL LAWS AND REGULATIONS (327 IAC 3- 6 -20). ANY PIPE ENTERING EXISTING SE' :RS 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 AL PUNCH LISTS. 19_ ALL SEWER LATERALS INSTALLED BY THE MAINUNE CONTRACTOR SHALL BE BEDDED THE SAME AS THE MAIN LINE SEWER. 20. FORTY -EIGHT (48) H0U S NOTICE SHALL BE GIVEN TO THE CLAY REGIONAL WASTE 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- 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 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 MINUMUM 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_ BROWNING DAY MULLINS DIERDORF /ARCHITECTS Browning Day Mullins Dierdorf Inc Architecture Landscape Architecture Planning 334 North Senate Avenue Indianapolis, Indana 46204 P: 317.635.5030 F: 317.634.5409 E -Mail: bdmd @bdmd.com Browning Construction Construction Manager 251 North Illinois Street Suite 220 Indianapolis, Indiana 46204 P: 317.630.3661 F: 317.630,3664 E -Mail: Woolpert, LLP Civil Design 7140 Waldemar Drive Indianapolis, Indiana 46268 -4192 P: 317.299.7500 F: 317.291.5805 E -Mail: Steel Services Inc. Structural Contractor 6007 South Harding Street Indianapolis, Indiana 46217 P: 317.783.5255 F: 317.783.5256 E -Mail: Structural Design Inc. Structural Design 337 Main Street Suite A Beech Grove, Indiana 46107 P: 317.822.0204 F: 317.822.0206 E -Mail: Edwards Electrical Mechanical Mechanical Contractor 6831 East 32nd Street Indianapolis, Indiana 46226 P: 317.543.3460 F: 317.543.3479 E -Mail: Vector Consulting Mechanical Design 212 West 10th Street Suite D395 Indianapolis, Indiana 46204 P: 317.632.4444 F: E -Mail: Barth Electric Company, Inc. Electrical 1934 North Illinois Street Indianapolis, Indiana 46202 P: 317.924.6226 F: 317.923.6938 E -Mail: CERT1FICATION Project: Drawn: Checked: Scale: Issue Date: Revision: lirdk a ,s‘,411,fit1011 s 1 N®. 1 U2::, 19800416, STATE OF ,g6,gtg HMSO DESIGN DEVELOPMENT ACES POWER MARKETING OFFICE BUILDING Carmel, Indiana 03061 PJD GSS 05/26/04 UTILITY PLAN C400