The URL can be used to link to this page

Home My WebLink AboutC070.1 - WATER PLAN AREA 2HPP P P HPP P P H PPP P H PPP P HPP PP H P P PP HPP P P HPP P P HPP P P HPP P P HPP P P H PPP P HP PP P HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP PP HPP P P HPP P P HPP P P H PP PP HPP P P H PP PP HPP P P H P PPP HPP P P H P PPP H PPP P H P PPP H PPP P HP PPP H PPP P HP PPP H PPP P HP PPP HPP P P HP PPP HPP P P HP PPP HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P H PPP P HPP P P H PPP P HPP P P H PPP P HPP P P H PPP P HPP P P H PPP P HPP P P HPP P P HPP P P HPP P P HPP P P H PPP P HPP P P HPP P P HP PP P HP PPP HPP P P HPP P P H PP PP H PPP P HP PPP HPP P P HPP P P HPP PP HPP P P H PPP P HPP P P H PPP P H PP PP HPP P P HP P PP HPP P P HP PP P HPP P P HP PPP HPP P P HPP P P HPP P P HPP P P HP PPP HPP P P HPP P P H P PPP HPP P P HPP P P H P PPP TOWNE MEADOW DRIVE * * * * MH-ETM04MH-ETM05 MH-ETM03W WWWWWWWFH 5 FH 6 FH 4 11.25° BEND 11.25° BEND 11.25° BEND 11.25° BEND 48 LF - 1" COPPER SERVICE LINE 48 LF - 1" COPPER SERVICE LINE 48 LF - 1" COPPER SERVICE LINE 48 LF - 1" COPPER SERVICE LINE LF - COPPER SERVICE LINE 9 LF - 1" COPPER SERVICE LINE 9 LF - 1" COPPER SERVICE LINE 47 LF - 1" COPPER SERVICE LINE 47 LF - 1" COPPER SERVICE LINE 47 LF - 1" COPPER SERVICE LINE 9 LF - 1" COPPER SERVICE LINE 9 LF - 1" COPPER SERVICE LINE 47 LF - 1" COPPER SERVICE LINE 47 LF - 1" COPPER SERVICE LINE 9 LF - 1" COPPER SERVICE LINE 9 LF - 1" COPPER SERVICE LINE 9 LF - 1" COPPER SERVICE LINE MH-ETM12 VB 6 VB 8 VB 7 MH-ETM13 8 IN X 8 IN-INCH DUCTILE IRON 8 IN X 8 IN-INCH DUCTILE IRON 8 IN X 8 IN-INC H DUCTI L E IRON 8 IN X 8 IN-INCH DUCTILE IRON 8 IN X 8 IN-INCH DUCTILE IRON 8 IN X 8 IN-INCH DUCTILE IRON Know what'sbelow. before you dig. Call R DRAWING NO. C7.1 N:\2018\18414\Drawings\ACAD\LD\S04.1\Sheet Drawings\CD\18414_C5.0 UTILITY PLAN.dwg 5/17/2019DESCRIPTIONDATENO. R E V I S I O N SPROJECT NO.:PROJECT MANAGER:DRAWN BY:DESIGNED BY:ORIGINAL ISSUE DATE:18414DECEMBER 14, 2018JORPLDJORCARMEL INDIANAWATER PLAN - AREA 2ESTATES AT TOWNE MEADOWDESCRIPTIONDATE NO. 619 N Pennsylvania StIndianapolis, IN 46204317.423.0690 phonewww.v3co.comKEY MAP N.T.S. AREA 2FOR CONTINUATION SEE SHEET 7.0FOR CONTINUATION SEE SHEET 7.2WATER TABLE STREET SIZE LENGTH UNIVERSITY COURT 0'-8" 596'-0" JASMINE 0'-8" 651'-0" TOWNE MEADOW DRIVE 0'-8" 2,440 1. 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 to be 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 Utilities Department specifications. 4. Granular backfill must be placed at all water main road crossings per City of Carmel standards. 5. Blue snowplowable raised pavement markers are to be installed at the centerline of the road adjacent to each fire hydrant. 6. All Ductile Iron water mains shall be bedded in sand, from the bottom of the trench to 12" 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 blue stripe around hydrant bonnet from the factory. The hydrant pumper nozzle shall be of one-piece design, compatible with 5" Storz hose coupling. The nozzle shall be an integral part of the fir hydrant and must be furnished by the manufacturer or authorized distributor designated by the manufacturer. Mueller model 290220 for casting 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 AND INSTALLED PER THE CITY OF CARMEL STANDARDS UNLESS OTHERWISE NOTED, ALL WATER MAINS SHALL BE INSTALLED AT A MINIMUM DEPTH OF 54" UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY LINE. Utility inspectors have the authority to make changes in the field if conditions are warranted. NOTES 08/20/20