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HomeMy WebLinkAbout004.1 C-3_Utility Plan////////////////////////////////////////////////8 WEEG GT T/// ///8 SS8 SS8 W8 W8 W8 W8 W8 W8 WSS ////// /// /// /// ////// /// /// //////////// /// /// /// /// /// /// /// /// ////// ////// ////// /// /// ///////// /// /// /// /// 8 W 8 W 8 W8 W8 W8 WWS WS WS WSWS WS WS8 W8 W8 W///////// T T T T T T TTTTGGGGGGG G G G G E E E E E E E E E EEEE 10 SS10 SS10 SS10 SS10 SS10 SS10 SS10 SS10 SS10 SS10 SS10 SSSSSSSSSSSSSSSSSSSSSS8 SS 8 S S 8 SS8 SS8 SS8 SSSSWSWSWSGGGGGGGGGGGG8 SS8 SS8 SS8 SS8 SS8 SS/// /// /// /// /// /// ///WWWWWWWSSSSSSSDSDW WW WWWSDSD SDSD292.7'216.1'173.7'1 1 4 . 4 '119.4' 124.0'155.8'SSSSEEEEEEEEEEGG GG GGG G G G E E E EEEEG GGEEEGG4 W4 W4 W4 W4 W8 SS8 SS8 SS8 SS8 SSWWWSS WEEESSSSWSWSWSGGGTTT11"X17": 1"= 60 ftNGRAPHIC SCALE1 inch = ft.0( IN FEET )15303030H:\1086\017\ACAD\SHEETS\C-2_SITE PLAN.dwg Plot Date: 5/9/2022 6:17 PMHEADWATERSPROJECT NUMBERDRAWING NUMBERDRAWN BY:DATE:2022VERIFY SCALETHESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY© HEADWATERS ENGINEERING, INC.REVISION DATE:190 NORTHSTAR LANE, BOZEMAN, MT 59718HEADWATERSMT.NET406-581-5730PROJECT LOCATIONMONTANABOZEMAN05/06/2201/11/22GPSUTILITY PLAN - CONCEPT350 GALLATIN PARK DRIVECHERRY CREEK MIXED USE1086.017C-3GALLATIN PARK DRIVE60' R.O.W.3' REAR SETBACKEXISTING 6" PVCSEWER SERVICEEXISTINGHYDRANTMONTANA RAIL LINK PRIVATE OPENSPACE "B"3' SIDE SETBACK3' REAR SETBACK3' REAR SETBACK3' SIDE SETBACK20' FR O N T S E T B A C K PRIVATE OPENSPACE "C"EXISTINGCOMMERCIALBUILDINGEXISTINGCOMMERCIALBUILDINGEXISTINGCOMMERCIALBUILDINGEXISTINGCOMMERCIALBUILDINGLOT 1BLOCK 31.158 ACRESZONED M -1LOT 2BLOCK 30.436 ACRESZONED M -1LOT 6BLOCK 10.322 ACRESZONED M -1LOT 7BLOCK 10.322 ACRESZONED M -1LOT 5BLOCK 10.533 ACRESZONED M -1LOT 11BLOCK 20.627 ACRESZONED M -1LOT 10BLOCK 20.432 ACRESZONED M -1EXISTING UTILITYROAD/ TRAILGALLATIN PARK DRIVECONNECT NEW SERVICETO EXISTING 4" DIP STUBEXISTING CONCRETESIDEWALKEXISTINGHYDRANTBUILDING 1BBUILDING 1ABUILDING 3BUILDING 5BUILDING 4BUILDING 6BUILDING 2EXISTING 20" ACSEWER MAIN20" AC SEWERMAINEXISTING 10"PVC SEWERMAINEXISTING 8" PVCSEWER MAINEXISTING 8" DUCTILEIRON WATER MAIN1.5" COPPER WATERSERVICE W/1" METER,NEEDS 58" ROOM, L = 52'1.5" COPPER WATERSERVICE W/1" METER,L = 120', NEEDS 58"ROOM3/4" COPPER WATER SVC& METER, L = 73',NEEDS 58" ROOM3/4" COPPERWATER SERVICE &METER, L = 42',NEED 58" ROOM4" PVC SEWER SERVICE,L=46', S=2.0%VISION TRIANGLERESIDENTIALOPEN SPACEHIGH PRESSUREGAS MAINPROPOSEDSTORM PONDPHONE BOX76" PVC SEWER SERVICE,S = 1%, L = 19'1.5" COPPER WATERSERVICE W/1" METER,NEEDS 58" ROOML = 57'30' SEWEREASEMENTFILM 4, PAGE 107812' UTILITYEASEMENT PERPLAT J-30024.0'173.7'1 1 4 . 4 '119.4' 124.0'155.8'LOT 11 TO MOVE PRIVATECOMMUNICATIONS,POWER, GAS ANDSIDEWALK OFF OF LOT 12LIVE TAP WATER MAIN W/4" WATER MAINBUILDINGFOOTPRINT, TYP30' UTILITYEASEMENT PERPLAT J-300AND TRAILEASEMENT DOC#2074572LEGENDUNDERGROUND ELECTRICSEWER PIPEWATER SERVICE LINEEASEMENT OR SETBACK AS LABELEDUNDERGROUND GAS LINEUNDERGROUND COMMUNICATION LINEEXISTING CONTOURS 0.5' INTERVAL4" IRRIGATION CONDUITPROPOSED SIDEWALKEXISTING CURB AND SIDEWALKPROPOSED 1.5" WATERSERVICE & METER, NEEDS58" ROOM, L=185'PROPOSED 1.5"WATER SERVICE &1" METER, L=156',NEED 58" ROOM4" PVC SEWERSERVICE, L=76'4" PVC SEWER SERVICES = 2.0%, L=56'4" PVC SEWERSERVICE,S=2.0% L=31'4" PVC SEWERSERVICE, L=105'4" PVC SEWERSERVICE, S = 2.0%,L=20'INSTALL MANHOLE ON EXISTINGMAIN, SEE INFRASTRUCTURE PLANSLIVE TAP 4" SEWERSERVICELIVE TAPEXISTING 10"PVC SEWERINSTALL 45° BEND ANDCLEANOUTPROPOSED 30' PUEEXISTING TRAILPROPOSEDTRANSFORMERPROPOSEDTRANSFORMERPROPOSEDTRANSFORMERPROPOSED FENCEFIRE LANE FIRE LANEMECHANICAL ROOM3'X10', TYP. (BLDGS. 1A, 1B, 2-5)MECHANICALROOM, 3'X7'A/C UNITS, TYP.CONSTRUCTION NOTES:1. ALL ISLANDS ARE 8' WIDE MINIMUM.2. PARKING SPACES ARE 9' MIN. WIDTH.3. DRIVE AISLES ARE 24' MIN. WIDTH.4. CURB RADII ARE TO BE 3' UNLESS OTHERWISE NOTED.5. ALL INFRASTRUCTURE SHALL BE INSTALLED IN ACCORDANCE WITH THELATEST EDITION OF THE MONTANA PUBLIC WORKS, THE CITY OF BOZEMANMODIFICATIONS TO MPWSS 6TH EDITION, AND CITY OF BOZEMAN DESIGNSTANDARDS AND SPECIFICATIONS POLICY DATED MARCH 2004.6. THE CONTRACTOR SHALL CONTACT ONE CALL @ 1-800-424-5555 FOR ONSITEUTILITY LOCATION. ALL UTILITIES SHALL BE MARKED BEFORE DIGGING.UTILITIES SHOWN ARE FOR PLANNING PURPOSES ONLY.7. THE CONTRACTOR SHALL NOTIFY THE BOZEMAN WATER & SEWERDEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO BEGINNING ANY WORK.8. CONSTRUCTED SIDEWALKS SHALL MEET ALL SPECIFICATIONS ANDREQUIREMENTS OF THE CITY OF BOZEMAN SIDEWALK POLICY.9. CONSTRUCTION TRAFFIC WILL LEAVE THE SITE THROUGH THE PROPOSEDACCESSES AND THEN TRAVEL ON GALLATIN PARK DRIVE TO MANLEY ROAD,THEN SOUTH TO GRIFFIN DRIVE.WATER & SEWER NOTES:1.IF WATER METER IS SMALLER THAN THE WATER SERVICE, THE REDUCERIS TO BE INSTALLED WITHIN 20' OF THE METER.INSTALL STORM PIPE, SEESHEET C-4ASPHALT CUT,REMOVE &REPLACE20.0' SEWEREASEMENT1INSTALL 45° BEND AND CLEANOUT2EXISTING POWER JUNCTION BOX3ABANDON EXISTING 1.5" COPPER WATER SERVICE4PROPOSED POWER AND GAS METERS5PROPOSED 8" SEWER MAIN, SEE INFRASTRUCTURE PLANSET6PROPOSED 4" WATER MAIN, SEE INFRASTRUCTURE PLANSET710' WIDE PUBLIC UTILITY EASEMENTKEY:CURB STOP, TYPCURB STOP, TYP7