HomeMy WebLinkAboutC070.0 - WATER PLAN AREA 1HPPPPHPPP
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SEA Group, Land Surveyors SEA Group, Land Surveyors TRAILBLAZER COURTJASMINE DRIVE ********MH-ETM10MH-ETM09MH-ETM08MH-ETM11MH-ETM07MH-ETM06W
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W8" X 8" X 8" TEEFH 2FH 2FH 3VB 1VB 2VB 3FH 4 11.25° BEND 22.50° BEND 22.50° BEND 11.25° BEND 11.25° BEND 11.25° BEND 22.50° BEND 22.50° BEND10 LF -1" COPPERSERVICE LINE10 LF -1" COPPERSERVICE LINE10 LF -1" COPPERSERVICE LINE10 LF -1" COPPERSERVICE LINE5 LF -1" COPPERSERVICE LINE48 LF -1" COPPERSERVICE LINE45 LF -1" COPPERSERVICE LINE8 LF -1" COPPERSERVICE LINE11 LF -1" COPPERSERVICE LINE10 LF -1" COPPERSERVICE LINE8 LF -1" COPPERSERVICE LINE8 LF -1" COPPERSERVICE LINE48 LF -1" COPPERSERVICE LINE48 LF -1" COPPERSERVICE LINE9 LF -1" COPPERSERVICE LINE9 LF -1" COPPERSERVICE LINE48 LF -1" COPPERSERVICE LINE10 LF -1" COPPERSERVICE LINE10 LF -1" COPPERSERVICE LINE10 LF -1" COPPERSERVICE LINE10 LF -1" COPPERSERVICE LINE10 LF -1" COPPERSERVICE LINE46 LF -1" COPPERSERVICE LINE46 LF -1" COPPERSERVICE LINE46 LF -1" COPPERSERVICE LINE46 LF -1" COPPERSERVICE LINE46 LF -1" COPPERSERVICE LINEVB 4 11.25° BENDCONNECTION TOEXISTING 8" WATER MAINVERIFY CONNECTION TO EXISTING WATER MAIN IN FIELD|VB 5VB 6FH 8FH 1 11.25° BEND36' BORE UNDERNEATH DRIVEWAY 22.50° BEND8 IN X 8 IN-INCH DUCTILE IRON 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 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 IRON
22.50° BEND8 IN X 8 IN-INCH DUCTILE IRON8 IN X 8 IN-INCH DUCTILE IRON8 IN X 8 IN-INCH DUCTILE IRONKnow what'sbelow.before you dig.CallRDRAWING NO.C7.0N:\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
PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
ORIGINAL ISSUE DATE:18414 DECEMBER 14, 2018
JOR
PLD
JOR
CARMEL INDIANA
WATER PLAN - AREA 1
ESTATES AT TOWNE MEADOW
DESCRIPTIONDATENO.
619 N Pennsylvania St
Indianapolis, IN 46204
317.423.0690 phone
www.v3co.com
KEY MAPN.T.S.AREA 1FOR CONTINUATION SEE SHEET 7.1WATER TABLESTREETSIZELENGTHUNIVERSITYCOURT0'-8"596'-0"JASMINE0'-8"651'-0"TOWNE MEADOWDRIVE0'-8"2,4401.For installation of water mains and service lines, see 03/C7.2 for trench details.2.All water service lines are to be stubbed per plan. The termination of the stub is tobe marked with a 4” PVC pipe with a painted blue top.3.Tracer wire must be installed along all water mains per City of Carmel UtilitiesDepartment specifications.4.Granular backfill must be placed at all water main road crossings per City of Carmelstandards.5.Blue snowplowable raised pavement markers are to be installed at the centerline ofthe road adjacent to each fire hydrant.6.All Ductile Iron water mains shall be bedded in sand, from the bottom of the trench to12" above pipe (see sheet C7.2).7.All fire hydrants shall be Mueller or American Darling (Safety Yellow, M.A.B.#0433291, Sherwin Williams #F75YP2), open to the right, and have a safety bluestripe around hydrant bonnet from the factory. The hydrant pumper nozzle shall beof one-piece design, compatible with 5" Storz hose coupling. The nozzle shall be anintegral part of the fir hydrant and must be furnished by the manufacturer orauthorized distributor designated by the manufacturer. Mueller model 290220 forcasting and 290221 for cap. Storz adapters will not be accepted.8.Blue reflective tape must be installed 18" above all water mains.9.Tracer wire shall be installed with all all water mains.10.Posi-Caps or the equivalent are required on all water valve installations.NOTE: ALL WATER MAINS SHALL BE DUCTILE IRON ANDINSTALLED PER THE CITY OF CARMEL STANDARDSUNLESS OTHERWISE NOTED, ALL WATER MAINS SHALL BEINSTALLED AT A MINIMUM DEPTH OF 54"UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALLBE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINERELOCATIONS REQUIRED FOR ROAD PROJECTS THATRESULT IN A CONFLICT WITH PROPOSED DEVELOPMENTSHALL BE THE RESPONSIBILITY OF THE DEVELOPER TORESOLVE WITH THE UTILITY. EXISTING POLE LINESREQUIRED TO BE RELOCATED SHALL BE RELOCATED TOWITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY LINE.Utility inspectors have the authority to make changes in the field ifconditions are warranted.NOTES