The URL can be used to link to this page

Home My WebLink About2003 C1.10 Site Utility PlanINTERDESIGN OTAL Mark Revision A l DEVELOPMENT ARCHITECTURAL 141 East Ohio Street Indianapolis, Indiana 46204 -1one 317.263.9655 Fax 317.263.9644 www.interdesign.com the IInterDesiga Group, Inc. doing business as INTERDESIGN. All rights reserved for original documents and as -built documents as modified by construction contractor(s). Reproduction or reuse must be preceded by written permission of The InterDesign Group, Inc g. NUF NI 0, 05 FE R ea 49 No. 910023 STATE OF ONA a O a_ O V3 V3 i Q c U o Drawn Date Project By JCT Checked By DBH 14 MARCH 2O03 Number 200208 NORTH !NT A %ate w WIT (UNIT C B PLAN rJ RN TA KEY SITE UTILITY PLAN C 1 10 INTERDESIGN OTAL I. A l DEVELOPMENT ARCHITECTURAL 141 East Ohio Street Indianapolis, Indiana 46204 -1one 317.263.9655 Fax 317.263.9644 www.interdesign.com the IInterDesiga Group, Inc. doing business as INTERDESIGN. All rights reserved for original documents and as -built documents as modified by construction contractor(s). Reproduction or reuse must be preceded by written permission of The InterDesign Group, Inc Q 8 A v° Z a �co W i Z f eH °R'R' Z a W' 0 o 2 u e z a O a_ O V3 V3 i Q c U o 2 0 a sE c) a X X X X n a m f 4 2 X X X n E 24" INV 785.00 N 9005.6848 "E 5538.9509 PROVIDE ELECTRICAL CONDUITS PER ELECTRICAL PLANS E 30 LF OF 24" RCP 24 INV 784.851 N 9005.6848 E 5581.2009 CONTRACTOR TO PROVIDE TAPPING SLEEVE 6" GATE VALVE CONTACT CARMEL WATER CONTACT INDIANA GAS FOR GAS SERVICE LOCATION Cr 4 X c. I J J l J 1 1\ LL I 1 2 P1 m UTILITY CONTINUATION DETAIL SCALE: 1" 30' SEE STRUCTURAL DWGS. SEE WATER CONNECTION DETAIL 45' HALF R/W CONTACT !P&L FOR ELECTRICAL SERVICE LOCATION STR. NO. SA -2 TC 801.50 E INV 795.50 5 INV 797.50 SW INV 797.50 N 9189.2568 E 5715.7458 UFT STATION STR. NO. SA -1 TC 802.00 N INV 798.00 S INV 798.25 N 9171.3489 E 5715.3296 GREASE INTERCEPTOR NEENAH R- 1915 -C TRANSFORMER INV 799.00 25 IS OF 6" PVC AND CLEANOUT REVD. (SEE PLUMBING PLANS FOR CONTINUATION) INV. 784.00 C. C.O..' C.0 INV 799.00 5 LF OF 6" PVC AND CLEANOUT REQ'D. (SEE PLUMBING PLANS FOR CONTINUATION) PROPOSED YOUTH FACILITY MAIN LEVEL FF ELEV 802.00 ENTRY LEVEL FF ELEV 798.0 INV 797.95 7 LF OF 6" PVC AND CLEANOUT REQ'D. INV 798.65 32 LF OF 6" PVC AND CLEANOUT REQ'D. INV 799.00 16 LF OF 6" PVC AND CLEANOUT REQ'D. SEE PLUMBING PLANS FOR CONTINUATION) INV 799.00 35 LF' 6" PVC AND CLEANOUT'REQ'D. E PhUMBINL, PLANS FOR CONTI 16 LF OF 12" RCP 0 2.00% 12" INV 796.68 N 9159.1238 E 5846.6513 25 LF OF 4" PVC STR. ST -1 TC 832.16 INV 797.00 N 9174.4832 E 5862.5037 INLET TYPE "A" NEENAH R- 4215 -C CD 630 IF OF 7" PVCFORCEMAN w RECONNECT TO EXISITNG FIRE DEPT. CONNECTION RECONNECT TO EXISTING FIRE HYDRANT ma C0 RECONNECT TO EXISITNG GAS SERVICE ET CONTACT AMERITECH FOR TELEPHONE SERVICE LOCATION z O 1- act z z qT UTILITY NOTES: 1. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE COMMENCING CONSTRUCTION ACTT/TOES TO VERIFY ANY UTILJDES THAT MAY BE PRESENT ON SITE ALL VERIFICATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UDUTIES, THE CONTRACTOR MUST NOTIFY THE UDLTTY COMPANY OR DEPARTMENT SO A REPRESENTATIVE OF THE UDLIIY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 2. R IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRNATE, STREETS OR ROADS, DRNEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. 1HE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE WATER MAY BE USED AS A REDUCER. 3. ALL SEWER SYSTEM LINES, STRUCTURES AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO STATE, CRY, AND /OR LOCAL SANITARY SEWER SPECIFICATIONS, CODES AND REGULATIONS, USING THE LATEST EDITION. 4. CONSTRUCTION SHALL NOT BEGIN UNTIL All APPLICABLE PERMITS ARE OBTAINED. 5. ROOF DRAINS, FOUNDATION DRAWS, AND OTHER CLEAN WATER DISCHARGE ARE NOT PERMITTED INTO THE SANITARY SEWER FACILITY. 6. ALL FIELD 11118 ENCOUNTERED DURING THE CONSTRUCTION SHALL BE REROUTED AND REPLACED. 7. ALL SIDE SLOPES GREATER THAN 3:1 WILL BE SODDED OR STABIUZED WITH EROSION CONTROL BLANKET. B. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE TEMPORARY SEEDING AND MULCHING INSTALLED AS SOON AS POSSIBLE. 9. WHERE WATER LINES AND SANITARY SEWERS CROSS AND THE WATER LINE CANNOT BE PLACED ABOVE OR BELOW THE SEWER WITH A MINIMUM OF 18' VERTICAL CLEARANCE, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC (SDR 26) SEWER PIPE NTH GASKETED, SEWER PIPE WITH GASKETED, COMPRESSION -TYPE JOINTS. 10. WHERE WATER LINES AND SANITARY SEWER ONES RUN PARALLEL AND A MINIMUM SEPARATION DISTANCE OF 10' -O' CANNOT BE 'ANTONIO, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON SEWER PIPE WITH GASKETED, COMPRESSION -TYPE JOINTS. 11. ALL PIPE LENGTHS SHOWN ON DRAWINGS ARE FOR IiYDRAUUC CALCULATION PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LENGTHS REQUIRED FOR ACTUAL INSTALLATION. 12. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILMES PRESENT ON AND MOUND THIS SITE. THE LOCATION AND SIZE Of THESE UFIUTIES MAYBE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD UABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPUED OR NOT INDICATED ON THESE PLANS. 13. THE CONTRACTOR SHALL CONSULT ARCHITECTURAL, PLUMBING AND ELECTRICAL PUNS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF DOWNSPOUTS, WATER LINES, TRANSFORMERS PAD OR P011, ETC. 14. ALL PAVEMENT PATCHING DUE TO UTILITY INSTALLATION, CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING PAVEMENTS DURING CONSTRUCTION SFwJ_ BE PATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE DUSTING SECTION BY THE CONTRACTOR DOING THE WORK. 15. THE CONTRACTOR SHALL RECOGNIZE RESPECTNE WORK AND SHALL BE RESPONSIBLE FOR VERIFYING LOCATION, SIZE, AND ELEVATION OF THE EX'S UTIL1ES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY WE OF ANY CONFLICT AND /OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS, PRIOR TO THE START OF CONSTRUCTION. 16. ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER OR GAS VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION 17. All CONSTRUCTION METHODS, MATERIALS, STRUCTURES AND APPURTENANCES MUST CONFORM TO CURRENT STMDMDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 18. ALL WORK WITHIN RIGHT OF WAY SHALL BE IN ACCORDANCE APPROPRIATE REGULATORY AGENCY. 19. IF ALTERNATE MATERIALS, STRUCTURES OR APPURTENANCES ARE TO BE SUPPLIED IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE A/E AND SUBMIT SHOP DRAWINGS MD COST DFFERENTW..S PRIOR TO CONSTRUCTION. 20. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 21. CONTRACTOR TO PROVIDE 2'1(2'X8' THICK CONCRETE APRON AT ALL CLEANOUTS OUTSIDE OF BUILDING. 22. UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND TIE ON FEES REQUIRED, AS WELL AS COST OF UNDERGROUND SERVICE CONNECTIONS TO THE BUILDING. 23. ELECTRICAL SERVICE TO PAD MOUNTED TRANSFORMER SHALL BE RUN UNDERGROUND FROM PROPERTY LINE TO TRANSFORMER LOCATION, ASSOCIATED COST BY UpoTY CONTRACTOR. WATER CONNECTION DETAIL SCALE: 1" 10' AO 3" DOMESTIC WATER LINE 6" FIRE LINE 6" WATER MAIN POST INOICATOR VALVE OE GAS METER O WALL- MOUNTED SIAMESE FIRE DEPARTMENT CONNECTION, DUAL 11/2" METERS W/ RPZ INSIDE l 5 NOTES 30 LEGEND HOLEY MOLEY SAYS DON'T DIG BLIND urns s THE LAW CALL 2 WORK NG DAYS BEFORE YOU JIG 1- 800 382 -5544 UTILITY LEGEND JC CALL TOLL FREE PER INDIANA STATE LAW 15 -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 1. FOR DEMOUTION PLANS, SEE SHEETS C1.1 AND C1.2 2. FOR SITE LAYOUT PLANS, SEE SHEETS C1.3 AND C1.4 3. FOR GRADING PLANS, SEE SHEETS C1.5 AND C1.6 4. FOR EROSION CONTROL PLANS, SEE SHEETS C1.7 AND C1.8 5. FOR SANITARY SEWER PLAN PROFILE, SEE SHEET C1.11 6. FOR SITE DETAILS, SEE SHEETS C1.12 AND C1.13 C.O. CLEANOUT (SEE DETAIL B/C1.12) MANHOLE (SEE DETAIL 11/C1.12) INLET (SEE DETAIL 12/C1.12) Cr CONCRETE END SECTION (SEE DETAIL 13/C1.12) O SANITARY LIFT STATION (SEE DETAIL 1/C1.13) Ea] GREASE INTERCEPTOR (SEE DETAIL 10/C1.12) D4 VALVE 4 FIRE HYDRANT W/ VALVE ASSEMBLY (SEE DETAIL 9/C1.12) GAS METER -6 'let- PROPOSED WATER UNE PROPOSED GAS UNE E PROPOSED ELECTRIC LINE i S8f3 Construction Additions to NORTHVIEW CHRISTIAN LIFE 5535 East 131st St. Carmel, IN. 46033