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Home My WebLink About2003 C1.9 Site Utility PlanMark Revision DEVELOPMENT ARCHITECTURAL 141 East Ohio Street Indianapolis, Indiana 46204 Phone 317.263.9655 Fax 317.263.9644 www.interdesign.com The InterDesign 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. O P EP die9 No. 910023 STATE OF ge• MO' \\CI O N z c o 2 '1 g J O SM t 7 E''' O p� L V Q c Drawn Date Project By JCT Checked By DBH 14 MARCH 2003 Number 200200 ETA NORTH MAST B WIT C i j KEY PLAN SITE UTILITY PLAN C 1 9 iil INTERDESIGN TOTAL DEVELOPMENT ARCHITECTURAL 141 East Ohio Street Indianapolis, Indiana 46204 Phone 317.263.9655 Fax 317.263.9644 www.interdesign.com The InterDesign 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. O N z c o 2 '1 g J O SM t 7 E''' O p� L V Q c U C a a U -o L� U O Z 0 H z F= z 0 U cc 0 O r V H W W 2 W W N 131st STREET 45' HALF R/W O ps 9 cc i 530 LE OF 2" PVC FORCEMAIN RECONNECT TO EXISITNG =IRE DEPT. CONNECTION RECONNECT TO EXISITNG FIRE HYDRANT RECONNECT TO EXISITNG GAS SERVICE 4 4 t e a all CCL CONTROL POINT ;1 MAC NAIL FOUND N 9981.65 E 6236.78 ALTS RI'C'E =3 SEE WATER CONNECTION DETAIL STR. N0. SA -3 TC 806.00 NE INV 798.90 SW INV 799.00 N 9240.2301 E 6342.6613 SANITARY MANHOLE NEENAH R- 1642 -A EXIST. STR. NO. SA -7 TO 797.93 o 0' 6h 0 SE INV 796.30 N 9467.2796 E 6476.3186 SANITARY MANHOLE NEENAH R- 1642 -A INV 799.30 6 LF OF 6" PVC AND CLEANOUT REVD. I (SEE PLUMBING PLANS FOR CONTINUATION) C.0 <F 0 13' st STREET 45' HALF R/W 10 LE OF 6" PVC RODFDRAIN 0 1.33% STR. N0. SA -6 TC 802.00 NW INV 796.20 7 2• 4 CP -9. MIN. iNV 799.30 9LFOF6 "PVC (SEE PLUMBING STR. NO. SA -4 TC 802.00 NE INV 797.56 SW INV 797.66 N 9345.1509 E 6497.1747 SANITARY MANHOLE NEENAH R- 1642 -A STR. NO. SA -5 TC 802.00 NW INV 796.83 o SE INV 796.93 N 9426.7318 E 6545.1989 SANITARY MANHOLE o NEENAH R- 1642 -A v 1 106 LE OF 6" PVC ROQFDRAIN D 0.77% MIN. AND CLEANOUT REVD. PLANS FOR CONTINUATION) 12" INV 797.00 N 9423.7551 E 6579.4756 UTILITY NOTES: T IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL UTIuTY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE COMMENCING CONSTRUCTION ACTMTIES TO VERIFY ANY UTILITIES 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 UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY OR DEPARTMENT SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY ANO REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SRE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRNATE, STREETS OR ROADS, DRIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY F NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE WATER MAY BE USED AS A REDUCER. 3. ALL SEWER SYSTEM ONES, STRUCTURES AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO STATE, CITY, AND /OR LOCAL SANITARY SEWER SPECIFICATIONS, CODES AND REGULATIONS, USING THE LATEST EDITION. 4. CONSTRUCTION SHALL NOT BEGIN UNTIL ALL APPUCABLE PERMITS ARE OBTAINED. 5. ROOF DRAINS, FOUNDATION DRANS, MD OTHER CLEAN WATER DISCHARGE ARE NOT PERMITTED INTO THE SANITARY SEWER FACILITY. 6. ALL FIELD TILES ENCOUNTERED DURING THE CONSTRUCTION SHALL BE REROUTED AND REPLACED 7. ALL SIDE SLOPES GREATER THAN 3:1 WILL BE SODDED OR STABILIZED WITH EROSION CONTROL BLANKET. 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE TEMPORARY SEEDING AND MULCHING INSTALLED AS SOON AS POSSIBLE 9. WHERE WATER ONES AND SANITARY SEWERS CROSS AND 111E WATER UNE 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 (SIR 26) SEWER PIPE WITH GASKETED, SEWER PIPE WITH GASKETED, COMPRESSION -TYPE JOINTS. 10. WHERE WATER UNES AND SANITARY SEWER LINES RUN PARALLEL AND A MINIMUM SEPARATION DISTANCE OF 10' -0" CANNOT BE MAINTAINED, TF& 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 HYDRAUUC 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 UTILIES PRESENT ON AND MOUND THIS SITE. THE LOCATION AND SIZE OF THESE IMUTIES MAYBE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPUED BY OTHERS AND USED BY THE A/E ANO MAY NOT BE ACTUAL THE WE SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 13. THE CONTRACTOR SHALL CONSULT ARCHITECTURAL, PLUMBING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS M40 EXACT LOCATION OF DOWNSPOUTS, WATER UNES, TRANSFORMERS PAD OR POLE, ETC. 4. ALL PAVEMENT PATCHING DUE TO UTILITY INSTALLATION, CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING PAVEMENTS DURING CONSTRUCTION SHALL BE PATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTING SECTION BY THE CONTRACTOR DOING THE WORK. 15. THE CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK AND SHALL BE RESPONSIBLE FOR VERIFYING LOCATION, SIZE, AND ELEVATION OF THE EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY A/E OF ANY CONFLICT AND /OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS, PRIOR TO THE START OF CONSTRUCTION. 5. ALL EXISTING MANHOLES MD CATCH BASIN GRATES, WATER OR GAS VALVES SEAL BE ADJUSTED TO NEW FINISH GRADE ELEVATION 7. ALL CONSTRUCTION METHODS, MATERIALS, STRUCTURES A40 APPURTENANCES MUST CONFORM TO CURRENT STANDARDS 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, STRUCRIRES OR APPURTENANCES ME TO BE SUPPLIED IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE A/E AND SUBMIT SHOP DRAWINGS AN0 COST DIFFERENTIALS PRIOR TO CONSTRUCTION. 200. R =INCHES FOR ALL UTILITIES SHALL BE BACKFILED COMPLLIELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A/E. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR PTE APPROVED MATERIALS. 21. CONTRACTOR TO PROVIDE 212'X8" THICK CONCRETE APRON AT ALL CLFANOUTS 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 l BE RUN UNDERGROUND FROM PROPERTY UNE TO TRANSFORMER LOCATION, ASSOCIATED COST BY UTILITY CONTRACTOR. WATER CONNECTION DETAIL SCALE: 1" 10' 4" DOMESTIC WATER LINE 6" FIRE LINE 4 FIRE DEPT. CONNECTION LINE OD POST INDICATOR VALVE 4 w 0 15 30 c C r LEGEND HOLEY MOLEY SAYS DON'T DIG BLIND 'ITS THE LAW' ;CALL 2 WORKING DAYS 3EFORE YOU DG 1- 800 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. NOTES 1. FOR DEMOLITION 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 UTILITY LEGEND C.O. CLEANOUT (SEE DETAIL 8/C1.12) MANHOLE (SEE DETAIL 11/C1.12) INLET (SEE DETAIL 12/C1.12) CID CONCRETE END SECTION (SEE DETAIL 13/C1.12) O SANITARY LIFT STATION (SEE DETAIL Vein) Eo] GREASE INTERCEPTOR (SEE DETAIL 10/C1.12) IYJ VALVE FIRE HYDRANT (SEE DETAIL 9/C1.12) GAS METER PROPOSED WATER UNE PROPOSED GAS LINE PROPOSED ELECTRIC LINE i Ssa Construction Add tons to NORTHVIEW CHRISTIAN LIFE 5535 East 131st St. Carmel, IN. 46033