HomeMy WebLinkAboutC3.0 OVERALL WATER PLAN_08162021STSTSTSTSTSTSTST
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4715471047104705HEC Aug 16, 2021 - 3:27pmCAD FILE: M:\193211\Drawings\Construction Drawings\C3.0 WATER.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018PARKVIEW CROSSINGS BOZEMAN, MTCAMPECHE SHORES DEVELOPMENT, LLC08/16/2021193211CONSTRUCTION DRAWINGS - 22x34 originals INFRASTRUCTURE IMPROVEMENTSSCALESHEET TITLEDESIGN BYP.O. BOX 3088GALVESTON, TXAS NOTEDBV0'60'120'180'OVERALL WATER PLANC3.0CONNECT TO EXTG.8" WATER MAIN1.ALSO SEE NOTES ON SHEET G1.1.2.PROTECT IN PLACE ALL EXISTING UTILITIES UNLESS NOTED OTHERWISE. IF CONFLICT EXISTS,NOTIFY THE ENGINEER IMMEDIATELY.3.EXISTING VEGETATION OUTSIDE OF ROADWAY CUT FILL SLOPES MUST BE PROTECTED.EXISTING VEGETATION WITHIN THE NEW ROADWAY PRISM IS TO BE REMOVED AND DISPOSED OFBY THE CONTRACTOR.4.WHERE LOT DIMENSIONS ALLOW, WATER SERVICES ARE TO BE LOCATED AT THE CENTER OFTHE LOT (OTHERWISE LOCATED AS SHOWN). ALL WATER SERVICE SHALL END 8' INSIDE OF THEPROPERTY LINE.5.EACH PIPE JOINT MUST HAVE 3 BRASS OR BRONZE CONDUCTIVE WEDGES INSTALLED.6.JOINT DEFLECTION OF 8" DI PIPE IS ALLOWED UP TO 5°.GENERAL WATER NOTESCONNECT TO EXTG.8" WATER MAINPROPOSED 8"GATEVALVE (TYP.)PROPOSED FIREHYDRANT (TYP.)PROPOSED 1" WATERSERVICE (TYP.)LOOPALIGNMENTALLEYALIGNMENTTSCHACHE
LANEVAQUERO PARKWAYROAD APROPOSED 8" CLASS 51 DUCTILEIRON WATER MAIN (TYP.)