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Home My WebLink AboutC5.0.Utility PlanF.F.E. = 755.70 (NAVD 88 DATUM) Equality Blvd. A/C A/C E G E PROPOSED GYM & LEARNING CENTER 13,000± S.F. F.F.E. = 755.70 (NAVD 88 DATUM) F.F.E. = 755.70 (NAVD 88 DATUM) EXISTING SCHOOL BUILDING E EXISTING SANITARY LATERALEX. 6" SAN. LATERALEXISTING C.O. CO TYPE III INV=741.62 RESTORE SWALE TO EXISTING CONDITION WHEN CONSTRUCTION OF LATERAL IS COMPLETE MIN. 3' COVER INV=742.0± EXISTING C.O. INV. = 749.7± CO TYPE III INV=751.1 CO TYPE I INV=752.2 CO TYPE III INV=749.5 NEW D.I. SLEEVE FOR EX. SCHOOL BLDG. FDC LINE CONNECT NEW 6" PVC C900 PRIVATE FIRE SERVICE LINE TO EX. FIRE LINE PROPOSED 3Ø, 120/208v ELEC. TRANSFORMER PER DUKE ENERGY SPECS. EX. PRIMARY ELEC. SERVICE TO BE REUSED FOR NEW TRANSFORMER6" HYDRANT LINEWET TAP EX. 6" FIRE LINE w/ GATE VALVE FOR NEW 6" PVC C900 PRIVATE FIRE SERVICE LINE PIV 4" F.D.C. LINE PER CARMEL FIRE/UTILITIES STDS. NEW FIRE HYDRANT DS FDC EXISTING ELEC. CT CABINET EXISTING FIRE HYDRANT EXISTING GAS SERVICE TO BE RELOCATED (T.B.D. BY VECTREN) UX UX UX UX 18 UX UX L L L L EXISTING FIRE SERVICE LINE TO BE LOWERED DUE TO NEW STORM SEWER INSTALLATION (CONTRACTOR TO FIELD VERIFY PRIOR TO COMMENCING WITH CONSTRUCTION) EX. PRIMARY ELECTRIC LINE EX. SCHOOL F.D.C. PROP. ELEC. METER PER DUKE ENERGY STDS. SE SE SE SE EX. 8" SANITARY MAIN BOA HY1 HY1 EXISTING SANITARY MANHOLE T.C. = 757.45 INV. = 739.24± (EX. 8" PVC - W) INV. = 739.29± (EX. 8" PVC - E) RELOCATE EXISTING TELECOM RELOCATE EXISTING TELECOM NEW 6" FIRE SERVICE LINE NEW 6" FIRE SERVICE LINE6" GATE VALVE ABANDON EXISTING WATER LINE WITH RESTRAINED PLUG/KICKER PER CARMEL WATER STDS. ABANDON EXISTING WATER LINE PER CARMEL WATER STDS. INSTALL NEW 6-INCH TEE, GATE VALVE, & TEMPORARY BLOW-OFF ASSEMBLY FOR TESTING/SAMPLING EXISTING C.O. T.C. = 752.2± INV. = 745.45 L1 L1UX UX CO TYPE III INV=746.8± INSTALL NEW 6" WYE FITTING SDR 26 PVC INV. = 746.0± (EXISTING INVERT TO BE FIELD VERIFIED BEFORE ALTERNATE #1 CAN BE APPROVED FOR CONSTRUCTION) UX SANITARY LATERAL ALTERNATE #1 122± LF OF 6" SDR 35 PVC @ 1.04% MIN.EXISTING 18" RCPEX. 18" STORM INV = 747.8± (EXISTING INVERT TO BE FIELD VERIFIED BEFORE ALTERNATE #1 CAN BE APPROVED FOR CONSTRUCTION) CC 4 4 4 4 PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DATE: DWN BY: CHKD. BY:CIVIL SITE GROUP, INC. GROUP, INC.PROF E SS ION A L E NG INEERIND IA NA PE10910647 STATE OF -o NREG I S TER E DBR IA N S CR O S STPS.007 C5.0NOBLESVILLE, INDIANA 4606015575 STONY CREEK WAYTHE PLAY SCHOOL at LEGACY, INC.UTILITY PLANTHE PLAY SCHOOL at LEGACY SPORT COURT14454 COMMUNITY DRIVECARMEL, INDIANA 46033REVISION RECORD 06/22/2018 CONTRACTOR NOTE NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. TOPOGRAPHIC & BOUNDARY NOTE BUILDING NOTE REFER TO ARCHITECTURAL & FOUNDATION PLANS FOR ALL BUILDING DIMENSIONS. UTILITY LOCATE NOTE LEGEND: UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER'S RESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OR THE PROPOSED RIGHT-OF-WAY LINE. PLAN NOTES: UX 18 ISDH NOTES THE WATER-LINES THROUGHOUT THE PROJECT SHALL BE INSTALLED WITH AT LEAST 54-INCHES OF COVER TO PROVIDE PROTECTION FROM FREEZING. WHERE WATER-LINES AND SEWERS (STORM AND/OR SANITARY) CROSS AND THE WATER-LINE CANNOT BE PLACED ABOVE/BELOW THE SEWER WITH A MINIMUM OF 18-INCHES VERTICAL CLEARANCE, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS WITHIN 10 FEET OF THE WATER-LINE. SANITARY SEWERS SHOULD HAVE A MINIMUM OF 2 FEET OF COVER. A 18 " OF VERTICAL SEPARATION MUST BE MAINTAINED FOR ALL UTILITY CROSSINGS. ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443 DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL MODIFICATIONS AND/OR LIME STABILIZATION MAY BE REQUIRED. SEE SHEET C9.0 FOR SPECIFICATIONS. UTILITY NOTES 1. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THEIR PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 2. STANDARD SPECIFICATIONS FOR THE LOCAL GOVERNING AGENCY SHALL APPLY FOR ALL SANITARY SEWERS, STORM SEWERS, AND WATER MAINS. 3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 4. ALL WATER SERVICE / FIRE LINES ARE REQUIRED TO HAVE A 60" MINIMUM COVER OVER TOP OF PIPE. ALL WATER/SANITARY LINE CROSSINGS MUST MAINTAIN 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF PIPES PER INDIANA STATE DEPARTMENT OF HEALTH. 5. STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH STATE BOARD OF HEALTH REQUIREMENTS. (APPLIES TO COMMERCIAL ONLY) 6. CONTRACTOR RESPONSIBLE TO INSTALL ALL UNDERGROUND CONDUIT PER UTILITY COMPANY'S SPECIFICATIONS. 7. CONTRACTOR RESPONSIBLE FOR RESTORATION TO ALL AREAS AFFECTED DURING CONSTRUCTION. REFER TO THE CITY OF LAWRENCE DPW - STANDARDS FOR RESTORATION REQ'S. 8. CONTRACTOR TO LOCATE ALL EXISTING UTLITIES AT ANY PROPOSED CROSSING AND PROVIDE EXISTING TOP OF PIPE ELEVATIONS WITHIN 10 DAYS OF NOTICE TO PROCEED. PROVIDE CONCRETE CRADLE AS REQUIRED FOR ANY VERTICAL SEPARATION LESS THAN 18 INCHES. CATV: Brighthouse Networks Jason Kirkman (317) 632-9077 x291 jason.kirkman@mybrighthouse.com Telephone: AT&T Steve Krebs (317) 252-4275 SK4986@att.com Fire Service: Office of Fire Chief, Fire Station #1 Gary Hoyt Two Civic Square Carmel, IN 46032 (317) 571-2600 cellison@carmel.in.gov UTILITY CONTACTS Natural Gas: Vectren Energy Joanie Clark (317) 776-5532 jlclark@Vectren.com Wastewater & Water: Carmel City Utilities John Duffy 760 Third Avenue SW Carmel, IN 46032 (317) 632-9077 Drainage: Carmel Engineering Gary Duncan or John Thomas 1 Civic Square Carmel, IN 46032 (317) 571-2441 gduncan@carmel.in.gov Streets: Carmel Street Department Dave Klingensmith 3400 West 131st Street Westfield, IN 46074 (317) 733-2001 Electric: Duke Energy Shirley Hunter 16475 Southpark Dr. Westfield, IN 46074 (317) 896-6721 shirley.hunter@duke-energy.com G E EXISTING CONDITIONS NOTE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, INCLUDING UTILITIES AND DRAINAGE INFRASTRUCTURE BEFORE COMMENCING WITH CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES. FIRE PROTECTION NOTES Prior to the Issuance of any Building Permits the stone base layers for all Streets, Drives and Parking Lots to be installed and all Water Mains and Hydrants for the Site Development must be installed per Approved Specifications and made Serviceable. Prior to issuance of any building permits the stone sub-base shall be graded and compacted in compliance with fire department specifications. A proof roll shall be witnessed by the fire department or their designee. The Carmel Fire Department shall be notified 24 hours prior to the inspection. 317-571-2600. ENGINEER: OWNER/DEVELOPER: SURVEYOR: ARCHITECT: UTILITY VALVE/CASTING NOTE IRRIGATION NOTE L FDC PIV B.O.A IS TEMPORARY ONLY TO BE USED FOR TESTING/SAMPLES & WILL NEED TO BE ABANDONED WHEN TIE OVER TO NEW MAIN HAPPENS BOA SITE LIGHTING NOTE DRIVEWAY GRADING & UTILITY NOTE CONTRACTOR TO VERIFY THE DEPTH AND LOCATION OF ALL EXISTING UTILITIES ALONG EQUALITY BLVD. PRIOR TO COMMENCING CONSTRUCTION. PROPOSED DRIVEWAY CUTS MAY REQUIRE EXISTING UTILITY FACILITIES TO BE LOWERED AND/OR RELOCATED IN ORDER TO MAINTAIN MINIMUM STANDARDS OF COVER / VERTICAL SEPARATION, INCLUDING WATER, GAS, POWER, AND TELECOM. DS EXISTING UTILITIES NOTES REFER TO THE 'EXISTING CONDITIONS & DEMOLITION PLAN' FOR INFORMATION ON WHICH UTILITIES TO REMOVE AND/OR RELOCATE PRIOR TO COMMENCING WITH ANY NEW CONSTRUCTION. GAS SERVICE - TO BE DETERMINED BY VECTREN. RELOCATION NOT SHOWN PENDING AN 811 LOCATE. TELECOM SERVICE - RELOCATION NOT SHOWN PENDING AN 811 LOCATE. E SE HY1 L1 4 4 04/01/19