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HomeMy WebLinkAboutC050.1 - SANITARY PLAN AND PROFILE 2TOWNE MEADOW DRIVE****MH-ETM09MH-ETM08MH-ETM04MH-ETM05MH-ETM07MH-ETM06400 LF - 8 inch PVC@ 0.45%300 LF - 8 inch PVC@ 0.45%153 LF - 8 inch SDR-26@ 0.45%452 LF - 8 inch SDR-26@ 0.45%89 LF - 8 inch SDR-26@ 0.45%213 LF - 8 inch SDR-26@ 0.45%W W W W W W W WWW FH 3FH 5FH 4 22.50° BEND 11.25° BEND 11.25° BEND 11.25° BEND89.914 LF - 6"WYE + LATSTA 0+591 LF - 6"WYE + LATSTA 0+7391 LF - 6"WYE + LATSTA 1+8391 LF - 6"WYE + LATSTA 2+7825 LF - 6"WYE + LAT16 LF - 6"16 LF - 6"16 LF - 6"16 LF - 6"9.274 LF - 6"WYE + LATSTA 0+4315 LF - 6"WYE + LATSTA 0+9715 LF - 6"WYE + LATSTA 1+9715 LF - 6"WYE + LATSTA 2+9715 LF - 6"WYE + LATSTA 3+9719 LF - 6"WYE + LATSTA 0+5587 LF - 6"WYE + LATSTA 1+8119 LF - 6"WYE + LATSTA 1+5519 LF - 6"WYE + LATSTA 2+5087 LF - 6"WYE + LATSTA 2+8187 LF - 6"WYE + LATSTA 3+8119 LF - 6"WYE + LATSTA 3+6019 LF - 6"WYE + LATSTA 4+5587 LF - 6"WYE + LATSTA 4+8119 LF - 6"WYE + LATSTA 5+5587 LF - 6"WYE + LATSTA 5+8119 LF - 6"WYE + LATSTA 6+5549 LF - 6"WYE + LATSTA 6+94SSD. RISERSSD. RISER894.07SSD. RISER892.086" SSD. 92 LF6" SSD. 294 LF6" SSD. 90 LF6" SSD. 22 LFSSD. RISER892.07SSD. RISER892.056" SSD. 190 LF6" SSD. 188 LF6" SSD. 220 LFSSD. RISER893.076" SSD. 93 LF6" SSD. 296 LFSSD. RISER=891.41INV=890.25SSD. RISER=892.78INV=890.486" SSD. 201 LFSSD. RISER892.33SSD. RISER892.00SSD. RISER=891.28INV=888.176" SSD. 143 LFVB 5VB 6VB 78 IN X 8 IN-INCH DUCTILE IRON8 IN X 8 IN-INCH DUCTILE IRON8 IN X 8 IN-INCH DUCTILE IRON8 IN X 8 IN - INCH DUCT ILE IRON8 IN X 8 IN-INCH DUCTILE IRON8 IN X 8 IN-INCH DUCTILE IRON8 IN X 8 IN-INCH DUCTILE IRON865870875880885890895900452 LF - 8 inch SDR-26@ 0.45%400 LF - 8 inch PVC@ 0.45%MH-ETM05RIM: 893.91IE: 884.67 (E)IE: 884.57 (W)300 LF - 8 inch PVC@ 0.45%MH-ETM06RIM: 891.29IE: 883.22 (E)IE: 883.12 (SW)153 LF - 8 inch SDR-26@ 0.45%MH-ETM07RIM: 893.00IE: 882.43 (NE)IE: 882.33 (W)MH-ETM04RIM: 894.85IE: 886.47 (W)EXISTING GRADEPROPOSED GRADETOWNE MEADOW DR.21" RCPINV. = 888.62CROWN = 890.60893.2892.2891.7891.6891.9893.0893.5892.2889.6886.6 887.2 888.5 889.9 890.3 890.9 891.6 891.9 892.3 892.6 892.6 892.6 892.6 892.3 891.9 892.1 894.70894.54893.90893.74893.10892.94892.81892.92892.65892.16 891.86 892.29 892.23 892.72 893.05 893.73 894.01 893.82 893.63 893.57 893.78 894.22 894.41 894.74 894.927+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+00STA:11+99.65ELEV:891.878" WATER MAININV. = 886.6636" RCPINV. = 886.28CROWN = 889.61CROWN = 889.6136" RCPINV. = 886.28DRAWING NO.C5.1N:\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 5.2 FOR CONTINUATION SEE SHEET 5.4 Know what'sbelow.before you dig.CallRNOTES:1. CONTRACTOR TO FIELD VERIFY LOCATION, INVERT, ANDSIZE OF ALL EXISTING UTILITIES PRIOR TO ORDERINGMATERIALS OR BEGINNING UTILITY WORK.CONTRACTOR TO NOTIFY ENGINEER OF ANYDISCREPANCIES IMMEDIATELY.2.UNLESS INDICATED OTHERWISE, FRAME AND OPEN LIDSTORM STRUCTURES IN PAVEMENT SHALL BE NEENAHR-2502 WITH TYPE D LID OR APPROVED EQUAL, ANDFRAME AND CLOSED LID STORM STRUCTURES INPAVEMENT SHALL BE NEENAH R-1772 OR APPROVEDEQUAL. FRAME AND OPEN LID STORM STRUCTURES INOPEN SPACE SHALL BE R-4340-B OR APPROVED EQUAL.ALL FRAME AND GRATES SHALL CONFORM TO LOCALMUNICIPALITY REQUIREMENTS. FRAME AND CLOSED LIDSTORM STRUCTURES LOCATED WITHIN AN ACCESSIBLEROUTE SHALL BE “NEENAH R-1772 WITH TYPE C LID (OREQUIVALENT) WITH PERMA-GRIP SURFACE. DRILL 1 - 1”DIAMETER LIFT HOLE INSTEAD OF A STANDARD PICKHOLE.”3.LIGHT POLES SHOWN FOR COORDINATION OR LOCATIONPURPOSES ONLY AND DO NOT REPRESENT ACTUAL SIZE.SEE PLANS BY SITE LIGHTING CONSULTANT FOR SITELIGHTING INFORMATION.KEY MAPN.T.S.870865900895890885880875