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HomeMy WebLinkAboutC400 Street PnPSANNER COU R T LOT 73 LOT 72 LOT 67 W W W W W W W W W W W 80 78 7776 75 71 68 SANNER COURT (PRIVATE STREET) LEGEND = EXISTING STORM SEWER LINE = SWALE = EXISTING SANITARY SEWER LINE = PROPOSED SANITARY SEWER LINE = PROPOSED STORM SEWER LINE = SANITARY SEWER MANHOLE = STORM MANHOLE = STORM INLET = SOLID WALL UNDERDRAIN SSD = SUBSURFACE DRAIN U.E. TOC INV. RCP M.H. STR. D.&U.E. M.E. PROP. TYP. R. EX. S.S.E. = TOP OF CASTING = INVERT = REINFORCED CONCRETE PIPE = MANHOLE = STRUCTURE = DRAINAGE AND UTILITY EASEMENT = UTILITY EASEMENT = SANITARY SEWER EASEMENT = MATCH EXISTING GRADE = TYPICAL = PROPOSED = EXISTING = RADIUS = VARIABLE WIDTHV.W. = BUILDING SETBACK LINE (B.S.L.) = EASEMENT ROW = RIGHT-OF-WAY CL = CENTERLINE PVC = POLYVINYL CHLORIDE PIPE B-B = BACK TO BACK (CURB) = SUBSURFACE DRAIN AND SUMP LINE = EXISTING SUBSURFACE DRAIN (LOCAL SECTION) Sanner Court 820 825 830 835 840 845 850 855 820 825 830 835 840 845 850 855 -1+00-0+75-0+50-0+250+000+250+500+751+001+251+501+752+002+252+502+753+003+253+503+754+004+254+50FINISHED GRADE EXISTING GRADE PROFILE LEGEND PROP. GRADE ELEV. EXIST. GRADE ELEV. Know what's below. before you dig.Call R W S N E NOTES 1.STANDARD SPECIFICATIONS BY THE LOCAL HIGHWAY DEPARTMENT, LATEST EDITION, SHALL APPLY TO THIS PROJECT FOR ALL STREET IMPROVEMENTS. 2.ALL STREETS TO BE 26' IN WIDTH (MEASURED FROM B-B OF CURB) UNLESS OTHERWISE NOTED. 3.INGRESS & EGRESS EASEMENT TO BE 50' IN WIDTH. 4.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 5.ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 6.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 7.SEE SECONDARY PLAT FOR STREET CENTERLINE GEOMETRY, EASEMENT LOCATIONS AND DESIGNATIONS.C400 Street PnPC400STREET PLAN & PROFILEW210497BCHW210497 01-13-2022DASJRV10 9abcd 8 7 6efgh109876 REVISIONS AND ISSUES5 4 3 2 1 PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 LOCATION: H:\2021\W210497\Engineering\design\conset\C400 Street PnP.dwgLAYOUT: C400DATE/TIME: August 11, 2022 - 7:52amPLOTTED BY: HansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMPart of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaREVISED PER TAC COMMENTS05-13-2022TPG/BCHREVISED PER TRICO COMMENTS05-19-2022BCHREVISED PER TAC COMMENTS06-28-2022TPG/BCHREVISED PER TAC COMMENTS08-10-2022TPG/BCHSITE TBM TBM#1 SET ON THE EAST BOLT ON A FIRE HYDRANT AT THE BEGINNING OF THE CUL-DA-SAC ON THE NORTH SIDE OF SANNER COURT. ELEV. 841.80 (NAVD 88) TBM#2 SET ON THE RIM OF A SANITARY MANHOLE AT THE END OF THE CUL-DA-SAC OF SANNER COURT. ELEV. 842.89 (NAVD 88)340 SANNER COURT, INDIANAPOLIS, IN 46290THE RESERVE AT SPRINGMILL, SECTION 2,REPLAT OF LOTS 68, 69C, 70C, & 71