HomeMy WebLinkAboutC050.0 - SANITARY PLAN AND PROFILE 1SEA Group, Land Surveyors SEA Group, Land SurveyorsTOWNE MEADOW DRIVETOWNE ROAD
SUTTON AVENUE****MH-ETM03MH-ETM02115 LF - 8" PVC@ 0.45%372 LF - 8" SDR 21 CertaFlow GreenLine@ 2.16%WWWW
W
WFH 6FH 7 11.25° BEND 11.25° BEND 45.00° BEND 45.00° BEND46 LF - 6"WYE + LATSTA 4+8519 LF - 6"WYE + LATSTA 4+4719 LF - 6"WYE + LATSTA 3+5219 LF - 6"WYE + LATSTA 2+4219 LF - 6"WYE + LATSTA 1+4719 LF - 6"WYE + LATSTA 0+476" SSD. 194 LF6" SSD. 146 LF6" SSD. 146 LF6" SSD. 260 LF372 LF - 8" SDR 21 CertaFlow GreenLine@ 2.16%DIRECTIONAL BORE 322 L.F.DIRECTIONAL BORE59 LFCONNECTION TO EXISTING16" WATER MAIN NEEDS TO BEA WET TAPW6" SSD. 170 LFMH-ETM12VB 8VB 9MH-ETM13393 LF - 8" PVC@ 0.45%87 LF - 8 inch PVC@ 0.45%8 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 DUCTILE IRON8 IN X 8 IN-INCH DUCTILE IRON865870875880885890895900865870875880885890895900EX. 10" PVCIE (N) 873.81IE (S) 873.71IE (W) 874.16MH-SP13RIM 884.31115 LF - 8" PVC@ 0.45%372 LF - 8" SDR 21 CertaFlow GreenLine@ 2.16%MH-ETM03RIM: 893.13IE: 884.43 (E)EXISTING GRADEPROPOSED GRADECROWN = 887.0418" RCPINV. = 885.40CROWN = 887.11892.5892.5892.2892.8893.1892.8892.3892.4891.7
891.3
890.8
890.6
890.2
893.13892.59891.97892.46892.69892.91892.58891.98891.48
890.67
890.19
889.81
890.360+001+002+003+004+005+006+007+008+00DIRECTIONAL BORE 322 L.F.EX. CURB INLETRIM 884.31PIPE INV. 878.98CL.
TOWNE ROAD
CL.
SUTTON PL. DR. W.ASSUMED BOTTOM OFEXISTING CURB INLETELEV:877.98TOP OF PIPEELEV:875.61TOP OF PIPEELEV:884.6421" RCPINV. = 885.11CONCRETECRADLEMH-ETM02RIM: 890.24IE: 882.04 (W)IE: 881.94 (E)393 LF - 8" PVC@ 0.45%MH-ETM13RIM: 892.28IE: 883.91 (W)IE: 884.01 (N)IE: 883.81 (E)870875880885890895900905870875880885890895900905892.2
892.4
892.2
892.21
892.44
892.220+000+92MH-ETM12RIM: 892.23IE: 884.40 (S)87 LF - 8 inch PVC@ 0.45%MH-ETM13RIM: 892.28IE: 883.91 (W)IE: 884.01 (N)IE: 883.81 (E)DRAWING NO.C5.0N:\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
1 4/8/2019
ADDED DIRECTIONAL BORE SANITARY INFO
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 5.3
NOTES: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.Know what'sbelow.before you dig.CallRKEY MAPN.T.S.DIRECTIONAL BORE NOTES:1.VERTICAL SIGHT HOLES ARE REQUIRED EVERY 30 TO 50 FEET ALONG THEPATH OF THE PROPOSED HORIZONTAL DRILLING IN ORDER TO CHECK THEDEPTH OF THE AUGER HEAD AS IT PASSES THROUGH THE HOLE AND TODETERMINE GRADE ACCURACY.2.COMPLETED SANITARY SEWER MUST BE LASER TESTED AND SHALL BEREJECTED IF IT FAILS THE LASER TEST.3.A DETAILED INSPECTION AND/OR TESTING LOG WILL BE PREPARED ANDSUBMITTED TO IDEM OFFICE OF WATER QUALITY FACILITY CONSTRUCTIONSECTION FOR THE HORIZONTAL DIRECTIONAL DRILLING INSTALLATION. THELOG MUST CONTAIN THE HORIZONTAL AND VERTICAL COORDINATES OF THEAUGER HEAD AS MEASURED IN THE SIGHT BORINGS DEMONSTRATING THATAN ACCEPTABLE AND CONSISTENT GRADE HAS BEEN ACHIEVED.1