HomeMy WebLinkAboutC070.2 - WATER PLAN AREA 3SEA Group, Land Surveyors SEA Group, Land SurveyorsTOWNE MEADOW DRIVETOWNE ROAD
SUTTON AVENUE****MH-ETM03MH-ETM02WWWW
WFH 6FH 7 45.00° BEND 45.00° BEND48 LF -1" COPPERSERVICE LINE48 LF -1" COPPERSERVICE LINE48 LF -1" COPPERSERVICE LINE48 LF -1" COPPERSERVICE LINE49 LF -1" COPPERSERVICE LINEDIRECTIONAL BORE59 LFCONNECTION TO EXISTING16" WATER MAIN NEEDS TO BEA WET TAPW 48 LF -1" COPPERSERVICE LINEFOR THE DONALDSON PROPERTYMH-ETM12VB 8VB 9MH-ETM138 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 IRONKnow what'sbelow.before you dig.CallRDRAWING NO.C7.2N:\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
WATER PLAN - AREA 3
ESTATES AT TOWNE MEADOW
DESCRIPTIONDATENO.
619 N Pennsylvania St
Indianapolis, IN 46204
317.423.0690 phone
www.v3co.com
KEY MAPN.T.S.AREA 3FOR CONTINUATION SEE SHEET 7.0
WATER 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