HomeMy WebLinkAbout002_C1.1.1_EXISTING SITE PLAN_01052022314.98'L=250.73'R=175.00'L=179.36'Δ=58°43'24"R=145.00'L=148.61'Δ=58°43'24"60.01'L=136.71'N31°31'42"W 169.98'N31°31'42"W 182.16'57.71'97.03'21.51'30.00'15.00'N41°11'12"W52.36'N41°11'12"W51.11'R =89.03'L=123.79'Δ =79°39'54"R=119.03'L=136.55'Δ=65°43'49"L=133.58'N58°2
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N0°48'34"E 252.49'N90°00'00"E 222.71'N45°00'00"E 112.26'R=1839.85'L=415.88'Δ=12°57'04"CB=S37°29'29"ECH=415.00'S58°28
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DYHDYHDDDTTWVWVWVWVWVWVWWWWWSTORM INLETTOP GRATE=4646.95STORM MANHOLE TO BEREMOVEDRIM=4643.89INV NW=4639.36INV SW=CANNOT MEASURESAN MANHOLERIM=4647.49INV SE=4642.39STORM MANHOLERIM=4648.16INV NE=4641.66INV SE=4641.96INV W= ??WATER VALVERIM=4647.82TOP NUT=4641.97WATER VALVERIM=4647.77TOP NUT=4642.32WATER VALVERIM=4647.61TOP NUT=4641.89WATER VALVERIM=4649.42TOP NUT=4643.44WATER VALVERIM=4649.73TOP NUT=4643.68WATER VALVERIM=4649.51TOP NUT=4644.06WATER VALVERIM=4649.42TOP NUT=4644.42STORM PIPE INVERTINV NW=4638.9610.00' ELECTRICTRANSMISSIONLINE EASEMENT,FILM 67, PAGE 17530.00' STORMUTILITY EASEMENTTO BE RELEASEDAND RECONVEYED30.00' UTILITY EASEMENT40.00' SEWER AND WATERAND ACCESS EASEMENTEXISTINGSIDEWALK30.00' SHAREDACCESS EASEMENTFOR LOTS 2 & 330.00' PUBLICACCESS & TRAILEASEMENT30" STORM DRAIN LINEUNDERNEATH BUILDINGFOOTPRINT TO BE REMOVED.STORM DRAIN OUTSIDEBUILDING LIMITS TO BEABANDONED IN PLACE79.5LF OF 30" STORM DRAINLINE TO BE ABANDONED IN PLACE10.00' PUBLICUTILITY EASEMENT60.00' RIGHT OF WAY10.00' PUBLICACCESS ANDTRAIL EASEMENT10.00' PUEEXISTING 12"WATER MAINPROTECT MONITORINGWELL DURINGCONSTRUCTIONEXISTING 6" FIRESERVICE STUBEXISTING 6" FIRESERVICE STUB TO BEABANDONED AT MAINEXISTING 4" DOMESTICSERVICE STUB TO BEABANDONED AT MAIN10.00' PUEEXISTING 8"WATER MAINSTORM DRAINSTUB CAP166165EXISTING 2" DOMESTICSERVICE STUB TO BEABANDONED AT MAIN46464645464446454646464746444643464246414640GENERAL NOTES1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THEPROJECT SPECIFICATIONS.2.REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, ANDPROPERTY CORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION. ANYMONUMENTS AND CORNERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACEDBY A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATE OF MONTANA.3.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER, AND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANSIS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH,AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BESOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURETO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.5.ALL EXISTING PROPERTY LINES, EASEMENTS, AND BUILDINGS ARE SHOWN ON THIS SITEPLAN.Know what'sbelow.before you dig.CallR11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)153015301 INCH = 30 FTTHIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TOINDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITHTHE AMERICANS WITH DISABILITIES ACT.EXISTING PONDissue dateproject #phasesheet
project
ownerrevisiondateC1.1.1EXISTING SITE PLAN
21012.00VANCE THOMPSON VISION
BID & PERMIT SET 50' WATER COURSE SETBACK30' WATER COURSE SETBACKLOT 2A3.67 ACRESLOT 3BLOCK 1LOT 10BLOCK 2COORDINATES ARE LOCAL GROUND INTERNATIONALFEET, VERTICAL DATUM IS NAVD 88 - 2.44'POINT #GRIDNORTHINGGRIDEASTINGELEVATION(FT)DESCRIPTION16416516615429.10542015.8644649.894CP REBAR15756.77841993.63315714.05241694.889CP REBARCP REBAR4647.0544647.044X= SURVEY CONTROL POINTNo. 49499CELINE MPROFESSIONALENGI
NEER MONTANALICENSEDSAUCIER100% BID & PERMIT10.29.20215 02/25/22555