HomeMy WebLinkAboutC050.2 - SANITARY PLAN AND PROFILE 3SEA Group, Land SurveyorsTRAILBLAZER COURTJASMINE DRIVE******MH-ETM10MH-ETM09MH-ETM0889 LF - 8 inch SDR-26@ 0.45%213 LF - 8 inch SDR-26@ 0.45%283 LF - 8 inch SDR-26@ 0.45%WWWW89.326 LF - 6"WYE + LATSTA 1+1690.594 LF - 6"WYE + LATSTA 1+8394.448 LF - 6"WYE + LATSTA 0+3499.646 LF - 6"WYE + LATSTA 1+2293.813 LF - 6"WYE + LATSTA 2+0396.126 LF - 6"WYE + LATSTA 0+3289.914 LF - 6"WYE + LATSTA 0+591 LF - 6"WYE + LATSTA 0+7315.689 LF - 6"WYE + LATSTA 1+6890 LF - 6"WYE + LATSTA 1+5616 LF - 6"WYE + LATSTA 1+7716 LF - 6"WYE + LATSTA 0+659.274 LF - 6"WYE + LATSTA 0+4315 LF - 6"WYE + LATSTA 0+976" SSD. 207 LF6" SSD. 309 LF6" SSD. 204 LF
6" SSD. 90 LF6" SSD. 22 LF 6" SSD. 210 LF6" SSD. 51 LF6" SSD. 220 LF |865870875880885890895900283 LF - 8 inch SDR-26@ 0.45%MH-ETM10RIM: 895.62IE: 878.74 (N)IE: 878.84 (E)IE: 878.64 (S)MH-ETM09RIM: 895.62IE: 879.79 (NE)IE: 879.69 (S)89 LF - 8 inch SDR-26@ 0.45%MH-ETM08RIM: 895.40IE: 880.29 (E)IE: 880.19 (SW)UNIVERSITY CT.15" RCPINV. = 889.43CROWN = 890.8615" RCPINV. = 890.40CROWN = 891.848" WATER MAININV. = 890.1MH-KM407RIM 886.47PR. 8" PVCIE: 877.37 (N)EX. 10" PVCIE: 877.27 (S)896.0895.5894.5894.1893.9893.8
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896.08895.53895.72896.32896.04895.06
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894.700+001+002+003+004+005+006+007+00213 LF - 8 inch SDR-26@ 0.45%DRAWING NO.C5.2N:\2018\18414\Drawings\ACAD\LD\S04.1\Sheet Drawings\CD\18414_C5.0 UTILITY PLAN.dwg5/17/2019DESCRIPTIONDATENO.
R E V I S I O N S
PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
ORIGINAL ISSUE DATE:18414 DECEMBER 14, 2018
JOR
PLD
JOR
CARMEL INDIANA
SANITARY SEWER PLAN &
PROFILE
ESTATES AT TOWNE MEADOW
DESCRIPTIONDATENO.
619 N Pennsylvania St
Indianapolis, IN 46204
317.423.0690 phone
www.v3co.com
FOR CONTINUATION SEE SHEET 5.3Know what'sbelow.before you dig.CallRNOTES:1. CONTRACTOR TO FIELD VERIFY LOCATION, INVERT, AND SIZE OF ALLEXISTING UTILITIES PRIOR TO ORDERING MATERIALS OR BEGINNING UTILITYWORK. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIESIMMEDIATELY.2.UNLESS INDICATED OTHERWISE, FRAME AND OPEN LID STORM STRUCTURESIN PAVEMENT SHALL BE NEENAH R-2502 WITH TYPE D LID OR APPROVEDEQUAL, AND FRAME AND CLOSED LID STORM STRUCTURES IN PAVEMENTSHALL BE NEENAH R-1772 OR APPROVED EQUAL. FRAME AND OPEN LIDSTORM STRUCTURES IN OPEN SPACE SHALL BE R-4340-B OR APPROVEDEQUAL. ALL FRAME AND GRATES SHALL CONFORM TO LOCAL MUNICIPALITYREQUIREMENTS.FRAME AND CLOSED LID STORM STRUCTURES LOCATED WITHIN ANACCESSIBLE ROUTE SHALL BE “NEENAH R-1772 WITH TYPE C LID (OREQUIVALENT) WITH PERMA-GRIP SURFACE. DRILL 1 - 1” DIAMETER LIFT HOLEINSTEAD OF A STANDARD PICK HOLE.”3.LIGHT POLES SHOWN FOR COORDINATION OR LOCATION PURPOSES ONLYAND DO NOT REPRESENT ACTUAL SIZE. SEE PLANS BY SITE LIGHTINGCONSULTANT FOR SITE LIGHTING INFORMATION.KEY MAPN.T.S.