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036 - EX1 -InfrastructurePhasingExhibit
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LOT 1 LOT 1 A LOT 7 LOT 7 A LOT 8 LOT 8 LOT 1 1 LOT 1 1 A LOT 1 1 B PARK MINOR S U B 4 2 6 LOT 5 LOT 4 BOZEMAN C O M M U N I T Y PLAN FUT U R E L A N D U S E : URBAN NEI G H B O R H O O D BOZEMAN C O M M U N I T Y PLAN FUTU R E L A N D U S E : RESIDENT I A L M I X E D U S E BOZEMAN C O M M U N I T Y PLAN FUTU R E L A N D U S E : URBAN NE I G H B O R H O O D BOZEMAN C O M M U N I T Y PLAN FUTU R E L A N D U S E : URBAN NE I G H B O R H O O D BOZEMAN C O M M U N I T Y PLAN FUTU R E L A N D U S E : URBAN NEI G H B O R H O O D TRAC T A - 1 COS 1 6 5 APARC E L 2 COS 3 0 3 5 VALLE Y C E N T E R S U B. PARC E L 1 COS 3 0 3 5 PARCE L 2 COS 3 0 3 5 FUTURE STORMWATER POND BOZEMAN C O M M U N I T Y PLAN FUTU R E L A N D U S E : RESIDENT I A L M I X E D U S E ZONING - R - 5 EXISTING 12" WATER MAIN EXISTING 27" SANITARYSEWER MAIN EXISTING 12"WATER MAIN EXISTING 27" SANITARY SEWER MAIN EXISTING PROPERTY BOUNDARY EXISTING PROPERTY BOUNDARY EXISTINGPROPERTY BOUNDARY EXISTING PROPERTY BOUNDARY EXISTING HYDRANT PROPOSED COBPRV EXISTING OVERHEAD POWERTO BE RELOCATED AND/OR BURIED EXISTING OVERHEAD POWERTO BE RELOCATED AND/OR BURIED PROPOSED 12" RCPSTORM CULVERTTEMPORARY STORMWATERPOND NEW 8" LIVE TAP TO EXISTING MAIN PROPOSED PUBLIC UTILITY EASEMENT PROPOSED MANHOLE WITH LINER ORINTERIOR COATING TO RESIST H2S FROMFUTURE LIFT STATION DISCHARGE EXTEND EXISTING 15" STUBWEST TO PROPOSED MANHOLE PROPOSED SIMPLIFIED PRV PROPOSED 8" SECONDARYSUPPLY LOOP FUTURE C.O.B LIFT STATION EXISTING UNNAMED TRIBUTARYTO BUSTER GULCH ZONE 1: 30' WATERCOURSE SETBACK ZONE 2:50' WATERCOURSE SETBACK REMOVE EXISTING 36" CMP REPLACE EXISTING30" CMP EXISTING 24" CMP EXISTINGCATTAIL CREEK PROPOSED 60" RCP CULVERT(REPLACE EXISTING 60" CMP) (2) EXISTING 60" CMP EXISTING 24" CMP EXISTING 24" RCP EXISTING 48" RCP EXISTING 24" CMP EXISTING IRRIGATION DITCH ZONE 1:30' WATERCOURSE SETBACK ZONE 2:50' WATERCOURSESETBACK RAISED MEDIAN FUTURE POND OVERFLOW PIPE POND OVERFLOW OUTFALL EXISTING DITCH DITCH CHANNEL BOUNDARIES TO NORTH UNKNOWNDUE TO LOCATION BEING ON THE PRIVATE PROPERTY BOUNDARY (NOT ABLE TO SURVEY) (ZONE 1 AND ZONE 2 SETBACKS ARE CONSERVATIVELY LOCATED 30' AND 50' FROM LOTLINE TO NORTH PROPERTY BOUNDARY) DAVIS LANE PROPOSED 12' SHARED USE PATH & ALL-WEATHERACCESS ROAD FOR WATER & SEWER UTILITIES PROPOSED 60" RCPSTORM CULVERT PROPOSED 10' CONCRETE SHAREDUSE PATH PROPOSED 30" RCP STORM CULVERT FUTURE COBFORCE MAIN (TYP.) APPROXIMATE LOCATION OF EXISTING DITCH GUNSMOKE AVEQUICKSILVER RD TURNROW TRAIL DURANGO LN G U N S M O K E A V E WESTLAKE RDDAVIS LNFU T U R E B O O M E R A N G R D FUTURE TEMERITY LNFUTURE FERGUSON AVE FU T U R E R O W D Y R D FU T U R E T U R N R O W T R A I L FU T U R E D U R A N G O L NFUTURE ROWDY RDFUTURE FU T U R E M U L E Y W A YFUTURE FERGUSON AVE DURA N G O FU T U R E W E S T L A K E R D EA S T V A L L E Y C E N T E R R O A D - HI G H W A Y S T P S 2 3 5 DAVIS LNQUICKSILVER RD FUTURE CANTLE WAY TEMPORARYSTORMWATERPOND TEMPORARY STORMWATERPOND TEMPORARY STORMWATERPOND PROPOSED SURFACESTORAGE P-1 PROPOSED UNDERGROUNDSTORAGE U-3 PROPOSED UNDERGROUNDSTORAGE U-2 PROPOSED UNDERGROUND STORAGE U-1 FUTURE STORMWATER POND PHASE 1 BOUNDARY PHASE 1 FUTURE PHASES FUTURE PHASE FUTURE ACCESS AND UTILITY EASEMENTS PROPOSED 60" RCPSTORM CULVERT PROPOSEDTRAFFIC SIGNALPOLE (TYP.) PROPOSED COB FORCE MAIN FUTURE CROSSINGT.B.D. WESTLAKE RD LEGEND 8W 8W PROPOSED SURFACE POND (SIZE VARIES) TEMPORARY SURFACE POND (SIZE VARIES) PHASE 1 WATER 8S 8S PHASE 1 SEWER 15SD 15SD PHASE 1 STORM PHASE 1 UTILITY CULVERTS FM 15SD 15SD FUTURE FORCEMAIN FUTURE STORM FUTURE UTILITY CULVERTS 8W 8W FUTURE WATER S S FUTURE SEWER PHASE 1 BURIED ELECTRIC PHASE 1 BURIED GAS BT BT PHASE 1 BURIED COMMUNICATIONS PROPOSED UNDERGROUND STORM TREATMENT FUTURE SURFACE POND (SIZE VARIES) UNDERGROUND GENERAL NOTES: 1.INFORMATION DEPICTED ON THESE PLANS ARE BASED ON CONCEPTUAL DESIGNS AND ARE SUBJECT TO CHANGE THROUGH FURTHER DESIGN & DEVELOPMENT. 2.SERVICE LINES TO FUTURE LOTS BEYOND PHASE 1 ARE NOT SHOWN. 3.ROADS SHOWN WITH FUTURE R.O.W. SHALL BE DEDICATED AS EASEMENTS DURING PHASE 1, UNLESS OTHERWISE NOTED. WATER NOTES: 1.WATER MAINS SHALL BE CONSTRUCTED OF DUCTILE IRON AND WRAPPED IN V-BIO ENHANCED POLYETHYLENE PER C.O.B. REQUIREMENTS, UNLESS OTHERWISE NOTED. 2.DOMESTIC WATER SERVICES SHALL BE 1" TYPE "K" COPPER PER C.O.B. STD. DETAILS NO. 02660-6 AND 02660-15, UNLESS NOTED OTHERWISE. SEWER NOTES: 1.SEWER MAINS SHALL BE CONSTRUCTED OF SDR-35 PVC PER C.O.B. STANDARDS. 2.SEWER MANHOLES SHALL BE INSTALLED PER C.O.B. STD. DWG. NO. 02720-3. 3.INSTALL SEWER SERVICE PER C.O.B. STD. DWG. NO. 02720-2. IF DEPTH OF COVER AT STUB END WILL EXCEED 6.5 FEET, FOLLOW C.O.B. STD. DWG. NO. 02720-3. 150 300751500 SCALE IN FEET FIGURE NUMBER © PROJECT NO.DRAWN BY: DSGN. BY: APPR. BY: DATE: COPYRIGHT MORRISON-MAIERLE,2023 Plotted by sean papenhausen on Nov/8/2023 engineers surveyors planners scientists MorrisonMaierle 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net N:\6916\003 - Turnrow Master Plan\ACAD\Exhibits\6916.003 - PHASING EXHIBIT.dwg6916.003 EX-1 TURNROW SUBDIVISION BOZEMAN MONTANA PHASING EXHIBIT RSP LGH LGH 10/25/2023