HomeMy WebLinkAboutC650 - Site Utility Plan - NORTHEAST - SU1.5TBM#1 = 813.74KEYSTONE AVENUE / S.R. 431KEYSTONE AVENUE / S.R. 431PROPERTY LINE71' of 30" RCP @ 0.30%83' of 30" RCP @ 0.30%25' of 30" RCP @ 0.35%242' of 30" RCP @ 0.30%262' of 30" RCP @ 0.35%1212520THIS STORM SEWER STRUCTUREAND ALL STORM PIPES/STRUCTURESUPSTREAM OF THIS STRUCTURE ISUNDER A SEPARATE CONTRACT25ST-118RIM. = 811.49'INV. 806.04 (W)INV. 803.94 (E)INV. 804.34 (SW)INV. 807.24 (NW)ST-120RIM. = 811.13'INV. 802.90 (W)INV. 802.80 (SE)ST-117RIM. = 811.05'INV. 807.36 (SE)ST-119RIM. = 810.52'INV. 803.73 (W)INV. 803.63 (E)ST-121RIM. = 809.96'INV. 802.55 (NW)INV. 802.45 (SE)ST-123RIM. = 807.59'INV. 801.45 (NW)INV. 801.35 (S)ST-122RIM. = 809.95'INV. 802.36 (NW)INV. 802.36 (SE)COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 309003060SU1.5SITE UTILITY PLAN - NORTHEAST UTILITY KEYNOTES1.PROPOSED SANITARY CLEANOUT2.PROPOSED 6" PVC SANITARY LATERAL @ 1.04% MIN. SLOPE3.PROPOSED SANITARY MANHOLE. CONNECT TO EXISTING 8" PVC ATINVERT 800.55. NEW 6" SANITARY LATERAL @ INV. EL. = 802.754.EXISTING SANITARY SEWER, VERIFY LOCATION, ELEVATION AND SIZEPRIOR TO CONSTRUCTION5.PROPOSED CONNECTION TO EXISTING WATER LINE6.PROPOSED 6" FIRE PROTECTION LINE7.PROPOSED FIRE HYDRANT8.PROPOSED FIRE DEPARTMENT CONNECTION9.PROPOSED POST INDICATOR VALVE10.PROPOSED 3" DOMESTIC WATER LINE11.PROPOSED VALVE12.PROPOSED 8" PVC WATER LINE13.PROPOSED GAS METER LOCATION14.PROPOSED GAS LINE PER GAS COMPANY15.PROPOSED TURF UNDERDRAIN16.PROPOSED PAVEMENT UNDERDRAIN17.STORM TRENCH DRAIN18.STORM SEWER CLEANOUT19.6" PERFORATED UNDERDRAIN FOR RETAINING WALL. CONNECT TOPROPOSED STORM STRUCTURE20.AQUA-SWIRL XC-11 BMP STRUCTURE21.DOWNSPOUT BOOT FOR 6"x 6" DOWNSPOUT. PROVIDE 8" DIP @ 2.00%SLOPE LATERAL AND CONNECT WITH WYE TO PROPOSED STORMSEWER.22.RELOCATED TELECOMMUNICATION LINE23.RELOCATED ELECTRICAL SERVICE LINE24.PROPOSED GAS SERVICE FEED, COORDINATE ROUTE & SIZE W/UTILITY COMPANY (PROVIDE UTILITY ASPHALT PATCH IN ASPHALTPAVEMENT AREAS) SEE OVERALL SITE UTILITY PLAN FORCONTINUATION25.RELOCATE PORTION OF EXISTING WATER LINE TO ACHIEVE AMININUM SEPERATION OF 18" FROM PROPOSED STORM PIPE26.PROPOSED 6" STEEL FIRE PROTECTION LINE FROM FIREDEPARTMENT CONNECTION (FDC)1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESSEE SITE UTILITY PLAN - SOUTHEAST - SU1.4 (NOT IN PROJECT)UTILITY LEGENDNEW STORM SEWER LINENEW FIRE PROTECTION LINENEW SANITARY LATERAL LINENEW WATER LINEEXISTING STORM LINEEXISTING WATER LINEEXISTING SANITARY LINEEXISTING ELECTRICAL LINENEW FIRE HYDRANTNEW FIRE DEPARTMENT CONNECTIONAPPROXIMATE LIMITS OF CONSTRUCTIONADDENDUM #11-6-202312REGULATORY REVIEW1-18-20233TAC RESPONSE03-17-2023