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HomeMy WebLinkAboutC400 Site Utility PlanI M.. 11 f , 1 y ! �j 1 STRUCTURE # 201 END SECTION RIM 735.38 SEE DETAIL 28/C600 '163.47 6171A T'v'pP_ 7171IC / INI P( -) 1P ;';lIfilTl(lt1 .-o KEY NOTES: (D CINERGY /PSI TO PROVIDE SERVICE TO AND INCLUDING TRANSFORMER, METER AND PAD. CONTRACTOR TO PROVIDE CONTINUED SERVICE TO BUILDING. 0 INDIANA GAS. -1 -0 PROVIDE SERVICE TO AND INCLUDING GAS METER. �3 FOR CONTINUATION OF UTILITIES TO BUILDING SEE ELECTRICAL & MECHANICAL PLANS. ® AMERITECH TO PROVIDE TELEPHONE SERVICE TO BUILDING. 05 CONTRACTOR TO PROVIDE 6" PVC SANITARY SERVICE TO BUILDING. COORDINATE CONSTRUCTION AND SEWER AVAILABILITY FEES WITH LOCAL AGENCY. © CONTRACTOR TO PROVIDE DOMESTIC & FIRE WATER SERVICE TO BUILDING. COORDINATE CONSTRUCTION AND CONNECTION FEES WITH INDIANAPOLIS WATER COMPANY 7 CARMEL FIRE DEPT. �7 CLEAN OUT SEE DETAIL 02/C400 GENERAL NOTES: 1. CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK AND 5. ALL EXISTING WATER AND GAS VALVE BOXES, AND METER SHALL BE RESPONSIBLE FOR VERIFYING LOCATION, SIZE, PITS SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION AND ELEVATION OF EXISTING UTILITIES, STRUCTURE, PIPE, AS NECESSARY. PAVEMENTS, BENCHMARK ELEVATIONS, ETC. AS RELATED TO THEIR WORK. CONTRACTOR SHALL MATCH EXISTING 6. CONSTRUCTION OF ALL APPURTENANCES AND STRUCTURES GRADE AT THE SPOT ELEVATION INDICATED. NOTIFY A/E SHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODE, OF ANY CONFLICT AND OR DISCREPANCIES IN THESE RULES AND REGULATIONS. CONSTRUCTION DOCUMENTS, PRIOR TO THE START OF CONSTRUCTION. 7. FOR ALL WORK WITHIN THE LIMITS OF THE RIGHT OF WAY, SEE HAMILTON COUNTY STANDARD DETAILS. 2. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. ALL MUD, DIRT GRAVEL AND OTHER MATERIALS TRACKED THE LOCATION AND SIZE OF THESE UTILITIES MAYBE ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. APPROXIMATE. THIS INFORMATION WAS GATHERED OR THE CONTRACTOR MUST CLEAN THESE AREAS DAILY IF SUPPLIED FROM OTHERS AND USED BY THE A/E AND MAY NECESSARY. THE CONTRACTOR MUST USE WATER OR NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE OTHER ACCEPTABLE METHODS TO KEEP AIRBORNE DUST TO FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION A REQUIRED MINIMUM. INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 9. WHERE WATER LINES CROSS OVER SANITARY SEWERS, A 3. THE CONTRACTOR SHALL CONSULT WITH THE ARCHITECTURAL, MINIMUM OF 18" VERTICAL AND 10' HORIZONTAL SEPARATION PLUMBING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS MUST BE MAINTAINED. AND EXACT LOCATION OF DOWN SPOUTS, WATER LINE, GAS LfNES, TRANSFORMER PADS, OR POLES, ETC. 10. IF ALTERNATE MATERIALS OR STRUCTURES ARE TO BE SUPPLIED IT SHALL BE THE RESPONSIBILITY OF THE 4. ALL PAVEMENT PATCHING DUE TO UTILITIES INSTALLATION: CONTRACTOR TO NOTIFY THE A/E AND SUBMIT SHOP CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING DRAWINGS AND COST DIFFERENTIALS PRIOR TO PAVEMENT DURING CONSTRUCTION SHALL BE PATCHED CONSTRUCTION. WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTING SECTION BY THE CONTRACTOR DOING THE 11. ALL BACKFILL MATERIAL USED BENEATH AND WITHIN 5' OF WORK. EDGE OF PAVEMENT SHALL BE COMPACTED GRANULAR MATERIAL. RIM 740.25 RIM 24" INV. 735.71 24" SEE DETAIL 30/C600 24" SEE SITE UTILITY SCALE: 1" _ 7)0' -0" LEGEND 741.20 INV. 735.99 (E) INV. 735.99 (W) DETAIL 30/C600 PLAN 0 15' 30' 60' 120' I / I r E E PROPOSED ELECTRIC. REFER TO ELECTRICAL PLANS FOR DETAILS. SAN SAN PROPOSED SANITARY SEWER. SEE DETAILS 01/C400, AND 03/C400, W W PROPOSED WATER LINE PER INDIANAPOLIS WATER COMPANY STANDARDS. 10" G PROPOSED GAS LINE. CONTACT !NDIANA GAS CO. -- - r — PROPOSED TELEPHONE SERVICE. CONTACT AMERITECH. 2' -8" z PROPOSED PAD MOUNTED TRANSFORMER. CONTACT CINERGY /PSI. SANITARY GENERAL NOTES: 1. SEWER SYSTEM AND APPURTENANCES SHALL BE CON- STRUCTED ACCORDING TO THE WEST CENTRAL CONSERVANCY DISTRICT SPECIFICATIONS, CODES AND REGULATIONS, USING THE LATEST EDITION. 2. CONSTRUCTION SHALL NOT BEGIN UNTIL ALL APPLICABLE PERMITS ARE OBTAIN. 3. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER DISCHARGE ARE NOT PERMITTED INTO THE SANI- TARY SEWER FACILITY. 4. ANY AND ALL FIELD TILES ENCOUNTERED DURING THE CONSTRUCTION SHALL BE REROUTED AND REPLACED. 5. ALL SIDE SLOPES GREATER THAN 3:1 WILL BE SODDED OR STABILIZED WITH EROSION CONTROL BLANKET. 6. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE TEMPORARY SEEDING AND MULCHING AND WILL BE INSTALLED AS SOON AS POSSIBLE. 7. CONSTRUCTION OF ALL SEWER LINES AND STRUCTURES SHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODES, RULES AND REGULATIONS. 8. 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, THEN THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC (SDR 26) SEWER PIPE WITH GASKETED, COMPRESSION -TYPE JOINTS WITHIN 10' -0" OF WATER FILL MATERIAL. 9. WHERE WATER LINES AND SANITARY SEWER LINES RUN PARALLEL AND A MINIMUM SEPARATION DISTANCE OF 10' -0" CANNOT BE MAINTAINED, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC (SDR 26) SEWER PIPE WITH GASKETED, COMPRESSION -TYPE JOINTS. 10. ALL PIPES LENGTHS SHOWN ON DRAWINGS ARE FOR HYDRAULIC CALCULATION PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LENGTHS REQUIRED FOR ACTUAL INSTALLATION. R -1976 INSPECTION FRAME W/ BOLTED LID JOUT- PRESSURE RATED CAP 'IPE BEND 1AL & SLOPE AFTER )WN ON PLAN & PROFILE T ELEV. NOTE: WHERE TWO CLEANOUTS ARE SHOWN ADJACENT FORM CONCRETE AS ONE PIECE. SANITARY CLEANOUT DETAIL - PAVEMENT AREAS Note: Select Excavated Material Or Special Backfill Shall Be Placed Under All Pavements And Within The Limits Shown Above. Special Backfill Shall Conform To INDOT 211.02b Select Excavated Material Shall Be Approved By Engineer. LIMITS OF SPECIAL BACKFILL r�1T ijr y 1 SIZE "W" "U „'• "T” 6" 2' -6" 2' -0" 4" 8" I 2' -6,. 2' -1 " 2' -3" 4" 4" 10" 2' -6" I- 12" 2' -9 2' -5" 4" 15" 3' -0" 2' -8" 5" 18" 3' -6" 3' -0" 5" 21" 3' -11" 3' -4" 6" 24" 4' -3" 3' -8" 6" 27" 5' -6" 3' -11" 6" 30" 5' -9" 4' -4" 6" 36" 6' -3" 5' -2" 6" 42" 6' -11" a 8" 48" 7' -4" W 9" 54" 8' -0" � > < 9" 60" I 8' -6" J 9" 66" 9, -1., 9" 72" 9' -8" 10" W CC 1' -0" MINIMUM UNDISTURBED GROUND EXISTING PAVEMENT, SAW -\ CUT STRAIGHT EDGE SPECIAL BACKFILL UNDER PAVEMENT, DRIVES, WALKS OR WHERE ORDERED TAMPED IN 6" LAYERS SPECIAL BACKFILL SHALL CONFORM TO INDOT 211.02b Approved Excavated Material Unless Otherwise Directed UNDISTURBED EARTH TRENCH SCHEDULE TABLE IS FOR ASTM D -3034, WALL THICKNESS CLASS SDR 35 FOR 6 " -15" AND ASTM F -679 WALL THICKNESS CLASS T -1 FOR 18 " -36 ". FOR OTHER FLEXIBLE PIPES, MINIMUM TRENCH WIDTH "U" SHALL MEET MANUFACTURER'S REQUIREMENTS. MATCH EXISTING PAVEMENT MATERIAL AND THICKNESS APPROVED EXCAVATED MATERIAL IN UNPAVED AREAS UNLESS OTHERWISE DIRECTED I� I II II NOTE: UNDER EXISTING SEWERS, WATER II 1 LINES, GAS LINES, TELEPHONE CABLE _ AND ELECTRICAL CONDUITS, BACKFILL II WITH GRANULAR BEDDING MATERIAL TO II THE CENTERLINE OF THE EXISTING I II UTILITY LINES. j CS0, o III l Engineering Interiors FOR FLEXIBLE PIPE WITH SOLID OR PROFILE Land Surveying Six Parkwood Office II WALLS, GRANULAR BEDDING MATERIAL SHALL 317.848.7800 FAX 317.574.0957 ®Copyright 2001 in ,_ 0 BE PLACED AND HAND TAMPED IN 6" LAYERS TO A MINIMUM OF 1' -0" ABOVE PIPE. O c" 1 V_ O c m co ' BED PIPE IN SPECIFIED GRANULAR BEDDING V_ MATERIAL HAND TAMPED IN 6" LAYERS TO '::r.��• �;'•.. °'T. "�;s'�:`3.s•. PIPE CENTERLINE. BEDDING MATERIAL SHALL ter' R... s :? �v�y- , • • �:.:r•� -' CONFORM TO INDOT 903.02, SIZE NO. 8 MIN. ZII�II 'NOTE: "W "' or "U" AT "W" IS THE MAXIMUM WIDTH FOR RIGID PIPES. •'U" IS THE MINIMUM WIDTH FOR FLEXIBLE PIPES. TOP OF PIPE IN ACCORDANCE WITH ASTM D -2321. WATER MAIN AND SEWER TRENCH DETAIL AND SCHEDULE NTS 'DON'T DIG BLIND" 'IT'S THE LAW' fOONA lM"CROLM PROTECnom www r MG Call 1 -800- 382 -5544 2 Working Days Before You Dig. win M, WA uke REALTY CORPORATION 600 East 96th Street Suite 100 Indianapolis, IN 46240 Phone: 317 808 -6000 Fax: 317 808 -6797 I CS0, Architecture Engineering Interiors Landscape Architecture Land Surveying Six Parkwood Office 600 East 96th Street, Suite 550 Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 ®Copyright 2001 in ,_ 0 a� O c" 1 V_ O c m co ' W V_ Qt C U I f W Q �-- a a�j D Q Zt = Q Q Z a Q W 2 of _ � > < V � J J Z W Z O � 0 LLI j U W CC 0 = CO) a °C 0 0 z Certified By: Drawing Number: C400 Of Sheets Duke Job Number: A/E Job Number: 21376 I