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HomeMy WebLinkAbout020.01 Appendix Q.2 - CC Infrastructure PhasingVILLAGEGREEN PLAZA PATIO 247 VILLAGEGREEN PATIO BT BTBTBTBT BT BT BT BT BTBTBTBTBT BT BT BTBTBTBT BT BT BT BT BTBT BT BT BT BT BTBT BT BT BT BT BT BT BTBT BT BT BT BT BT BT BTBTBT BT BT BT BT BT BT BT BTBT BT BTBT BT BT BT BT BT BT BT BT BT BT BT BTBTBT BT BTBT BT BT BT BTBT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBT BT BT BT BT BTBT BT BT BT BTBT BT BTBT BTBT BT BT BT BT BT BTBTBTBTBT BTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBT BT BT BT BT BT BT BT BT BTBT BT BT BTBTBTBTBTBTBTBT BT BT BTBTBTBTBT BT BT BT BT BT BT BT BTBTBT BT BT BTBT BT BT BTBT BTBT BT BT BT BTBT BT BT BT BT BTBT BT BT BT BT BT BT BT BT BT BT BT BT BTBT BT BT BTBTBTBT BTBTNG NG NG NG NG N G NG NG NG NG NG N G TV TV S S S TOHPOHPOHPOHPOHPTP TPOHP MW MW MW TP TP TP S SSSSSFTVTV TV TV TV TV EE E E E E P T TT T T T T T TTTT T BF BF BF BF BF BF BF BF BF BF B F BF BFBF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFB F BF BF BF BF BF BF BF BF BFBFBFBFBFBFBFBFBT BT BT BT BT BT BT BT BT BT BT BTVBTV BT V BT V BT V BT V BT V B T V BT V BT V BT V BT V BT V BT V BT V BT V BT V BT V BTV BTVBTVBTVBTVBTVBTVBTVBTVBTV BTV BTV BTV BTV XXXXX X X X X X XXXXXXXX X X X X X X XXX X X X NG NG NG NG NG N G NG NG NG NG NG N G OHPOHP OHP OHP OHP OHP OHP OH P OHP OHP OHP OHP OHP OHP OHP OHP OHP T T X X X X X X X X X X X X X X X X T T X X X X X X X X X X X X X X X X X X X X X X X X OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P O H P O H P F TBF BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBT BT BT BT BT BT BT BT BT BT BT BT BT B T BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT S XXXXXXXX XXBTBTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BTWWWWWXXBTBTBT CO F S S S S S SS S S S S S S S S S S S S S SS S S S SSSSSSSSSS S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSS SSSSSSSSSS SS SSS S S S S SS S S SS S S S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 10S 10 S 10S10S10S10SS S S S S S S S S S SS SS SSS SS S S S S S S S S S S S S S S SS S S S S S S S S S S S S S SSSSS S S S S S S S S S S S S S S S 8S 8S 8S8SS S SS8S 8S8S 8S8S8S8S8S8S8S10S10S10S10S10S10S10S10SS S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSSS S S S S S S S SSSSSSS S S S S S S S S S S S S S S S S S S S S S S S S S S S 12S FM FM FM FM FM FM FM FM FM FM FM FM FM S S FM FMFM 8S S S S S S S S S 18S 18S 8W8W 8W8W 8W 8W8W 8W 8W 8W 8W 8W 8W 8W 12W 12W 12W 8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8 W 8 W 8W 8W 12W12W 12W 12W 12W 12W12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 8W8W 8W 8W 8 W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W12W12W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 8W 8W 8W 8W 8W 8 W 8W 8W8W 8W 8W 8W 8W 8W 8W 8W DYH DYH DYH DYH 12W 12W DYH DYH DYH DYH DYH DYH DYH DYH DYHDYH 8W 8W 8W8WB DYH B B B B B B B 8W 8W 8W 8W 8W 8W 8W8W8W8W8W 8W 8W 8W 8 W 8W 8W 8W 12 W 12 W 12W12WB 8W 8W 8W 8W 8W DYH B 8W 8W 8W 8W 8W 8W 8W 8W B DYH8 W 8W 8W 8W 8W 8W B 8W 8W DYH WSWS 8W 8W 8W8W 8W 8W 8W8WN0°36'05"E 2552.36'R=1834.86'L=619.18' Δ=19°20'05" CB=S78°53'01"E CH=616.25' S82°50'39"E 59.79' R=1849.86' L=375.42' Δ=11°37'40" CB=S61°36'08"E CH=374.77' S54°16'17"E 147.56' S53°32'27"E 302.20' S39°33'03"E 62.05' S53°32'27"E 1350.11' S33°51'43"E 120.68' R=523.09' L=160.42' Δ=17°34'16" CB=S9°16'00"E CH=159.79' S0°36'43"W 195.38' S89°23'17"E 50.00' S0°36'43"W 464.88' S89°29'25"W 420.77' S0°36'43"W 189.74' S89°29'32"W 2221.92' 12S D 30 S D 30 S D 24S D 24 S D 24 S D 18 S D 18 S D 18 S D 15SD15 S D 15S D 15 S D18SD18SD18SD 18SD18SD 18SD 15SD 15SD D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D12SD12SD12SD 12SD 12S D 12SD 15SD 15SDD D D15SD15SD15SD 15SD 15SD24SDD D D12SD 15SD15SDD D15SDD D D D D D 15SD15SD 15SDD D D DDDDDDDDDDD D D D D D D D D M HH HH HH HH HH HH HHHH HH HH HH HH HHHH HH HH HH HH HH HH HH HH HH HH HH HH HH HH HHHH HH HH HH HH HH HH HH HH HH HH HH HH HH HH HH HH HHHHHHHH HH HH HH HH HH HH HHHHHH HH HH HH HH HH HH HH HH HH HH HH HH HH HH HH HH HHHHBLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4 BLOCK 5 BLOCK 6BLOCK 9BLOCK 10 BLOCK 5 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 PROPOSED UNDERGROUND STORM TREATMENT FUTURE SURFACE POND (SIZE VARIES) UNDERGROUND PROPOSED GRAVEL BT BT PHASE 1 BURIED COMMUNICATIONS FM PHASE 1 FORCE MAIN PHASE 1 LIGHTING CONDUIT PHASE 1 LIGHT POLE FIXTURE HH PHASE 1 LIGHTING JUNCTION BOX GENERAL NOTES: 1.SERVICE LINES TO FUTURE LOTS BEYOND PHASE 1 ARE NOT SHOWN. 2.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. 4.BUILDINGS WITHIN LOTS THAT ARE ELIGIBLE FOR CONCURRENT CONSTRUCTION SHALL HAVE A SEWER SERVICE VIDEO INSPECTION COMPLETED BY THE OWNER OF THE BUILDING TO VERIFY THAT NO DAMAGE OCCURRED DURING CONSTRUCTION ACTIVITIES. THE VIDEO SHALL BE REQUIRED TO BE SUBMITTED TO THE CITY OF BOZEMAN, AND OCCUPANCY SHALL NOT BE GRANTED FOR THE BUILDING UNTIL RECEIVED AND APPROVED BY THE CITY. 150 300751500 SCALE IN FEET FIGURE NUMBER © PROJECT NO.DRAWN BY: DSGN. BY: APPR. BY: DATE: COPYRIGHT MORRISON-MAIERLE,2024 Plotted by lee hageman on Jul/29/2024 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 04/25/24 PARCE L 1 COS 3 0 3 5 VALL E Y C E N T E R S U B . 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 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 : RESIDENT I A L M I X E D U S E 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 : 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 TRACT A - 1 COS 1 6 5 A PARCE 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 GUNSMOKE AVEQUIC K SILVER 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 CA NTLE WAY FUTURE STORMWATER POND WESTLAKE RD 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 POWER TO 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 WITHLINER OR INTERIOR COATINGTO RESIST H2S FROM FUTURE LIFT STATION DISCHARGE EXTEND EXIST. 15" STUB WEST TOPROPOSED MANHOLE PROPOSED SECONDARY PRV 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 FUTURE POND OVERFLOW OUTFALL EXISTING DITCH DITCH CHANNEL BOUNDARIES TO NORTH UNKNOWN DUE TO LOCATION BEING ON THE PRIVATEPROPERTY BOUNDARY (NOT ABLE TO SURVEY) (ZONE 1 AND ZONE 2 SETBACKS ARECONSERVATIVELY LOCATED 30' AND 50' FROM LOTLINE TO NORTH PROPERTY BOUNDARY) DAVIS LANE PROPOSED 12' ASPHALTSHARED USE PATH PROPOSED 60" RCPSTORM CULVERT PROPOSED 10' CONCRETE SHAREDUSE PATH PROPOSED 30" RCP STORM CULVERT FUTURE COBFORCE MAIN (TYP.) APPROXIMATE LOCATION OF EXISTING DITCH TEMPORARYSTORMWATERPOND TEMPORARY STORMWATERPOND TEMPORARY STORMWATERPOND PROPOSED SURFACESTORAGE P-1 PROPOSED UNDERGROUND STORAGE U-3 PROPOSED UNDERGROUND STORAGE U-1 PHASE 1 BOUNDARY PHASE 1 FUTURE PHASES FUTURE ACCESS AND UTILITY EASEMENTS PROPOSED 60" RCPSTORM CULVERT PROPOSEDTRAFFIC SIGNALPOLE (TYP.) FUTURE CROSSINGT.B.D. PHASE 1 SUBDIVISION BOUNDARY SUB-PHASE 1.1 (ONSITE) SUB-PHASE 1.3 SUB-PHASE 1.4 PHASING LEGEND SUB-PHASE 1.1 (OFFSITE) SUB-PHASE 1.2 FUTURE OFFSITE (PHASE TBD) FUTURE ONSITE SEWER FACILITIES 2 1 3 KEY NOTES FUTURE ONSITE GRAVITY SEWER MAIN (BY OWNER) FUTURE SEWER FORCE MAIN (BY CITY OF BOZEMAN) EAST VALLEY CENTER TAPERED TO THREE LANES PATHWAY CONNECTION TO EXISTING CURB WALK SHARED-USE PATH EXTENSION TO WESTLAKE ROAD 1 1 1 2 2 2 2 3 3 3 4 5 5 5 5 PHASE 1.1 OFFSITE IMPROVEMENTS GENERALLY INCLUDE THE FOLLOWING: -SYMMETRICAL EXPANSION OF VALLEY CENTER ROAD TO 3-LANE SECTION FROM QUICKSILVER ROAD TO DAVIS LANE WITH WITH TAPERS ON EACH END. -INSTALLATION OF A TRAFFIC SIGNAL AT THE DAVIS LANE AND VALLEY CENTER ROAD INTERSECTION. -INSTALLATION OF A SHARED USE PATH PER KEYNOTE . FUTURE OFFSITE IMPROVEMENTS IN LATER PHASES INCLUDE THE FOLLOWING: -THE EXPANSION OF VALLEY CENTER ROAD TO A 3-LANE SECTION FROM QUICKSILVER ROAD TO VALLEY SPUR ROAD. -CONNECTING SITE SHARED USE PATH FROM THE CURB WALK AT VALLEY SPUR ROAD TO THE SHARED USE PATH ONSITE. FUTURE ONSITE SEWER IMPROVEMENTS INCLUDE THE FOLLOWING: -THE INSTALLATION OF A GRAVITY MAIN ALONG VALLEY CENTER ROAD PARALLEL TO THE CITY OF BOZEMAN FORCE MAIN. -THE COMPLETION OF THE SHARED USE PATH FROM VALLEY SPUR ROAD TO QUICKSILVER ROAD. THIS PATH FUNCTIONS BOTH AS A SHARED USE PATH AND MAINTENANCE VEHICLE ACCESS ROUTE TO THE PROPOSED GRAVITY SEWER MAIN. 1 2 3 1 2 3 4 EXISTING 24"RCP CULVERT PROPOSED C.O.B. FORCE MAINTHROUGH BLOCK 1 VILLAGEGREEN PLAZA PATIO 247 VILLAGEGREEN PATIO BT BT BTBTBTBTBTBT BT BT BT BTBTBTBT BT BTBTBTBTBTBT BT BT BT BT BTBTBTBT BTBT BT BT BT BT BT BT BTBTBT BT BT BT BT BT BT BT BTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBT BT BT BT BT BT BT BT BT BT BTBT BT BTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBT BT BTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBT BT BT BT BT BT BT BT BT BT BTBTBT BTBTBT BT BT BT BT BT BT BT BT BT BTBTBT BT BT BT BT BT BT BT BT BTBT BT BT BT BT BT BT BTBTBTBT BT BT BT BT BT BT BT BT BTBT BT BT BT BT BT BT BT BTBTBT BT BT BT BT BT BTBTBTBT BT BT BT BT BT BTBT BT BT BT BT BT BT BTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBT BT BT BT BT BT BTBTBTBTBT BT BTBTBTBTBTNG NG NG NG NG NG NG NG NG NG TV TV S S S TOHPOHPOHPOHPOHPOHPOHPOHPTP TPOHP S S SSSSSSSSTV TV T T T BF BF BF BF BF BF BF BF BF BF BF B F BFBFBFBF BF BF BF BF BF BF BF BF BFBFBF BF BFBFBFBFBFBFBFBFBFBFBFBFBTVBTVBT V BT V BT V BT V BT V BT V BT V BT V BT V BT V BT V BT V BTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVX X X X X X NGNG NG NG NG NG NG NG NG NG NG O H P OHPOHP OHP OHP OHP T X X X X T X X X X X X X X X X X X OH P OH P OH P OH P OH P OH P T BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT WS XXXXXXXXXXXX XXXXBTBTBTBTBTBTBTBTBTBTBT BT BT BT BT BTWWWWWWWXXXXBT BT BTBTCO F S S S S S S S SSSS S SS S S S SS S S S S S S S S S S S S S S S S SSSSSSSSSSSSSS S SS SS S S SS S S S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 10 S 10 S 10S10 S 10S10S10S10S10S10S10SS S S S S S S S S S S SS SSS SS SSS SS S S S S S S S S S SSSS S S S S S S S S S S S S 8S 8S 8S 8S 8S8SS S SS8S8S 8S8S8S 8S 8S8S8S8S8S8S8S 8S 8S10S10S10S10S10S10S 10S10S10S 10S 10S10SS S S S S S S S S S S S S S S S S S S S S S SS S S S S 8SS S 12S 12S FM FMFM S S FM FM FMFMF M 8 S 8SSS S S S S S S S 10S18S 18S 18S 8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8 W 8W 8W 8W 8W 8W 8W 12W 12W 12W 12W 12W 8W8W8W8W8W 8 W 8W 8W 8W 8W 8W 8W 8 W 8 W 8W 8W 8W 8W 8W 8W 8 W 8W 8W12W12W12W12W12W12W12W12W12W12W12W12W12W 8W 8W 8W 8W 8W 8W 8W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 8W 8W 8W 8W 8W 8W 8W 8 W 8W 8W 8W 8W 8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W DYH DYH DYH DYH DYHDYH DYH DYHDYH DYH DYH DYH DYHDYH 8W 8W 8W 8W8W8W8WB DYH B B B B B B B8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 12 W 12 W 12 W 12W 12W12W12WB 8W DYH B 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W B DYH WSWSWSWS WS 8W 8W 8W 8W B WS 8W 8W 8W 8W DYH WS WS WS WS WS WSWSWSWSWSWSWSWSWS WS WS WS WSWSWSWSWSWSWSWSWS WS WS WS WS WS WS WS WS 8W 8W 8W 8W8W8W 8W 8W 8W 8W8W8W8WS33°51'43"E 120.68' R=523.09' L=160.42' Δ=17°34'16" CB=S9°16'00"ECH=159.79' S0°36'43"W 195.38' S89°23'17"E 50.00' S0°36'43"W 464.88' S89°29'25"W 420.77' S0°36'43"W 189.74' S89°29'32"W 2221.92' 12S D 24S D 24 S D 24 S D 24 S D 18 S D 18 S D 18 S D 18 S D 15S D 15S D 15S D 15S D18SD18SD18SD18SD18SD 18SD 18SD 18SD 18SD 12SD15SD15SD15SD 12S D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 12S D 12S D 15SD 15SD 15SD 15SD 15SD 15SD24SD24SDD D 12SD D 24S D 15SD15SD15SDD D15SD15SDD D D D D D 15SD 15SD 15SD 15SD 15SD D D D DDDDDDDDDDDDDDDD D D D D D D D D M HH HH HH HH HH HH HH HH HH HH HH HH HHHHHHHHHH HH HH HH HH HH HH HH HH HH HH HH HHHH HH HHHH HH HH HH HH HH HH HH HH HH HH HH HH HH HH HHHH HH HH HHHHBLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4 BLOCK 5 BLOCK 6BLOCK 9BLOCK 10BLOCK 5 GENERAL NOTES: 1.SERVICE LINES TO FUTURE LOTS BEYOND PHASE 1 ARE NOT SHOWN. 2.ROADS SHOWN WITH FUTURE R.O.W. SHALL BE DEDICATED AS EASEMENTS DURING PHASE 1, UNLESS OTHERWISE NOTED. 3.PHASE 1.1 OFFSITE IMPROVEMENTS GENERALLY INCLUDE THE FOLLOWING: 3.1.SYMMETRICAL EXPANSION OF VALLEY CENTER ROAD TO 3-LANE SECTION FROM QUICKSILVER ROAD TO DAVIS LANE WITH WITH TAPERS ON EACH END. 3.2.INSTALLATION OF A TRAFFIC SIGNAL AT THE DAVIS LANE AND VALLEY CENTER ROAD INTERSECTION. 3.3.INSTALLATION OF THE OFFSITE SHARED USE PATH. 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. 4.BUILDINGS WITHIN LOTS THAT ARE ELIGIBLE FOR CONCURRENT CONSTRUCTION SHALL HAVE A SEWER SERVICE VIDEO INSPECTION COMPLETED BY THE OWNER OF THE BUILDING TO VERIFY THAT NO DAMAGE OCCURRED DURING CONSTRUCTION ACTIVITIES. THE VIDEO SHALL BE REQUIRED TO BE SUBMITTED TO THE CITY OF BOZEMAN, AND OCCUPANCY SHALL NOT BE GRANTED FOR THE BUILDING UNTIL RECEIVED AND APPROVED BY THE CITY. FIGURE NUMBER © PROJECT NO.DRAWN BY: DSGN. BY: APPR. BY: DATE: COPYRIGHT MORRISON-MAIERLE,2024 Plotted by lee hageman on Jul/29/2024 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-2 TURNROW SUBDIVISION BOZEMAN MONTANA PHASE 1 SUB-PHASING EXHIBIT RSP LGH LGH 04/25/24 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 PHASE 1 BURIED ELECTRIC PHASE 1 BURIED GAS BT BT PHASE 1 BURIED COMMUNICATIONS PROPOSED UNDERGROUND STORM TREATMENT FUTURE SURFACE POND (SIZE VARIES) UNDERGROUND GUNSMOKE AVETURNROW TRAIL DURANGO LN G U N S M O K E A V E WESTLAKE RDDAVIS LNF U T U R E B O O M E R A N G R D FUTURE FERGUSON AVEPHASE 1.1E A 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 RDWESTLAKE RD FU T U R E R O W D Y R D F U T U R E T U R N R O W T R A I L F U T U R E D U R A N G O L N PHASE 1.3PHASE 1.2PHASE 1.4100 200501000 SCALE IN FEET KEY NOTES LOTS WITHIN BLOCK 1 ARE ANTICIPATED TO BE CONSTRUCTED VIA CONCURRENT CONSTRUCTION. OCCUPANCY PHASING FOR THESE LOTS IS FURTHER DESCRIBED IN THE CONCURRENT CONSTRUCTION LETTER PROVIDED SEPARATELY. 1FUTURE TEMERITY LNPHASE 1 SUBDIVISION BOUNDARY SUB-PHASE 1.1 (ONSITE) SUB-PHASE 1.3 SUB-PHASE 1.4 PHASING LEGEND SUB-PHASE 1.1 (OFFSITE) SUB-PHASE 1.2 FUTURE ONSITE SEWER FACILITIES 1 PROPOSED GRAVEL FM D D PHASE 1 FORCE MAIN UPSTREAM RUN-ON DRAIN FM PHASE 1 FORCE MAIN PHASE 1 LIGHTING CONDUIT PHASE 1 LIGHT POLE FIXTURE HH PHASE 1 LIGHTING JUNCTION BOX VILLAGE GREEN PLAZA PATIO 247 VILLAGE GREEN PATIO BT BT BT BT BTBTBTBTBTBTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BT BTBTBT BT BTBTBT BTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBT BT BT BTBT BT BTBT BT BT BT BTBTBTBTBTBTBTBTBTBT BT BT BT BT BT BT BTBTBT BT BTBT BT BT BT BTBT BT BTBTBT BT BTBTBTBT BT BT BT BT BT BT BT BT BT BT BTBTBT BTBTBT BTBTBTBTBTBTBTBTBT BT BT BT BT BTBTBTTV S OHPOHPOHPOHPOHPOHPOHPTP TPOHPOHPOHPOHP S SSSSSSSSTV T BF BF BF BF BF BF BF BF BF BF BF BF B F BFBFBFBFBFBFBFBF BF BF BF BF BF BF BF BF BF BF BFBFBF BF B F BF BFBFBFBFBFBFBFBFBFBT V BT V BT V BT V BT V BT V BT V BT V BT V BT V BT V BT V BTV BTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVXXXXXX X X X X X X X X OH P OHPOHPOHPX X X X X X X X X X X X OH P OH P OH P OH P OH P T BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBTBTBTWWWWWWWWXXXXXXXXXXBT S S S S S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 10 S 10 S 10S 10 S 10 S 10 S 1 0S 10S10S10S10S10S10S10SS S S S S S S 8S 8S 8S8S 8S 8S 8S 8S 8S8S10S10S10S 10S10S10S 10S 10S 10S 10S 10S10S S S S S S S S S S S SSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SS12S 12S 12S 12S 12S S FM FM FM FM FM FMFMFMF M FM FM8S 8 S 8 S 8 S 8SS S S S SSSSSSSSSSSS18S 18S 18S 18S 18S 18S 8W 8W 8W 8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8 W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 8W8W 8W 8W 12 W 12 W 12 W 8W8W8W 8W 8W 8W 8W 8W 8W 8W 8 W 8W8W8W8W 8W 8W 8W DYH DYH DYH DYHDYH DYHDYHDYH B B B 12 W 12 W 12 W 12 W 12 W 12W 12W 1 2W 12W12W12W12W12W12WWSWSWSWSWSWSWS WS WS WS WS WS WSWS WS WS WS WS WS WS FIRE FIR E WS WS WS WS 8W 8W 8W 8W 8W 8W 8W 8W DYH WSWSWSWSWSWSWSWSWSWSWSWSWSWSWS WS 8 W 8 W 8W 8W 8W 8W 8W8W8W8W8 W 8W 8W 8W 8W8W 8W 8W 8W 8W 8W 8W WS 12S D 12S D 12S D 15SD 15 S D 12SD 12SD D D D D D D D D D 12SD15SD 15SD15SD 15SD 15SD 15SD 15SD 15SD 15 S D 24SD24SD24SD24SD24SDD 12S D 12S D D 24SD 24S D 15SD15SD15SD15SD15SD15SD15SD D 15SD15SD15SD15SD15SDD D D 12SD D D 15S D 12S D D 15SD 15SD15SD 15SD15SD 15SD 15SD 15SD 15S D 15SD D 15 S D D D DDDDDDDDDDDDDDDDDDDD D D D D D D M HH HH HH HH HH HH HH HH HHHHHHHHHH HH HH HH HH HH HH HH HH HHHHBLOCK 1 BLOCK 3BLOCK 6BLOCK 9GENERAL NOTES: 1.SERVICE LINES TO FUTURE LOTS BEYOND PHASE 1 ARE NOT SHOWN. 2.ROADS SHOWN WITH FUTURE R.O.W. SHALL BE DEDICATED AS EASEMENTS DURING PHASE 1, UNLESS OTHERWISE NOTED. 3.PHASE 1.1 OFFSITE IMPROVEMENTS GENERALLY INCLUDE THE FOLLOWING: 3.1.SYMMETRICAL EXPANSION OF VALLEY CENTER ROAD TO 3-LANE SECTION FROM QUICKSILVER ROAD TO DAVIS LANE WITH WITH TAPERS ON EACH END. 3.2.INSTALLATION OF A TRAFFIC SIGNAL AT THE DAVIS LANE AND VALLEY CENTER ROAD INTERSECTION. 3.3.INSTALLATION OF THE OFFSITE SHARED USE PATH. 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. 4.BUILDINGS WITHIN LOTS THAT ARE ELIGIBLE FOR CONCURRENT CONSTRUCTION SHALL HAVE A SEWER SERVICE VIDEO INSPECTION COMPLETED BY THE OWNER OF THE BUILDING TO VERIFY THAT NO DAMAGE OCCURRED DURING CONSTRUCTION ACTIVITIES. THE VIDEO SHALL BE REQUIRED TO BE SUBMITTED TO THE CITY OF BOZEMAN, AND OCCUPANCY SHALL NOT BE GRANTED FOR THE BUILDING UNTIL RECEIVED AND APPROVED BY THE CITY. FIGURE NUMBER © PROJECT NO.DRAWN BY: DSGN. BY: APPR. BY: DATE: COPYRIGHT MORRISON-MAIERLE,2024 Plotted by lee hageman on Jul/29/2024 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-3 TURNROW SUBDIVISION BOZEMAN MONTANA SUB-PHASE 1.1 RSP LGH LGH 04/25/24 LEGEND 8W 8W PROPOSED SURFACE POND (SIZE VARIES) TEMPORARY SURFACE POND (SIZE VARIES) PHASE 1.1 WATER 8S 8S PHASE 1.1 SEWER 15SD 15SD PHASE 1.1 STORM PHASE 1.1 UTILITY CULVERTS 15SD 15SD PREVIOUSLY INSTALLED STORM PREVIOUSLY INSTALLED UTILITY CULVERTS 8W 8W PREVIOUSLY INSTALLED WATER S S PREVIOUSLY INSTALLED SEWER PHASE 1.1 BURIED ELECTRIC PHASE 1.1 BURIED GAS BT BT PHASE 1.1 BURIED COMMUNICATIONS PROPOSED UNDERGROUND STORM TREATMENT FUTURE SURFACE POND (SIZE VARIES) UNDERGROUND TURNROW TRAIL G U N S M O K E A V E DAVIS LNF U T U R E B O O M E R A N G R D E A 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 QUICKSILVER RD50 10025500 SCALE IN FEETFUTURE PHASESUB-PHASE 1.1FUTURE PHASESUB-PHASE 1.1S U B - P H A S E 1 . 4 S U B - P H A S E 1 . 1 SUB-PHASE 1.3 SUB-PHASE 1.2 SUB-PHASE 1.1SUB-PHASE 1.1 PHASE 1 BOUNDARY PHASE 1 BOUNDARY REMAINING DAVIS LANE IMPROVEMENTS FOR SUB-PHASE 1.1 IS SHOWN ON EX- 4FUTURE TEMERITY LNCAP WATER MAIN WITH TEMPORARY BLOW OFF PLACE END CAPS ON STORM MAIN AND SEWER MAINCAP WATER MAIN WITH TEMPORARY BLOW OFF PLACE END CAPS ON SEWER MAIN AND STORM MAIN PLACE END CAP ON SEWER MAIN PLACE END CAP ON SEWER MAIN PROPOSED PRV CONNECT TO EXISTING 15" SEWER STUB CONNECT TO EXISTING 12" WATER MAIN WITH A 12" X 12" TAPPING TEE STORM POND P-1 STORM TREATMENT FACILITY U-1 STORM TREATMENT FACILITY U-2 TEMPORARY STORM POND 5.3 TEMPORARY STORM POND 5.4 INSTALL FORCE MAIN PIPING WITHIN PHASE 1 EXTENTS DISCHARGE MANHOLE FOR FORCE MAIN PHASE 1 SUBDIVISION BOUNDARY SUB-PHASE 1.1 (ONSITE) SUB-PHASE 1.3 SUB-PHASE 1.4 PHASING LEGEND SUB-PHASE 1.1 (OFFSITE) SUB-PHASE 1.2 FUTURE ONSITE SEWER FACILITIES CAP WATER MAIN WITH TEMPORARY BLOW OFF CAP WATER MAIN WITH TEMPORARY BLOW OFF CAP WATER MAIN WITH TEMPORARY BLOW OFF 15" RUN-ON CONVEYANCE CONNECT TO EXISTING 12" WATER MAIN WITH A 12" X 8" TAPPING TEE CONCURRENT CONSTRUCTION NOTE LOTS WITHIN BLOCK 1 ARE ANTICIPATED TO BE CONSTRUCTED VIA CONCURRENT CONSTRUCTION. OCCUPANCY PHASING FOR THESE LOTS IS FURTHER DESCRIBED IN THE CONCURRENT CONSTRUCTION LETTER PROVIDED SEPARATELY. PROPOSED PRV END FORCE MAIN INSTALL END CAP 30' WATERCOURSE SETBACK (TYP.) 50' WATERCOURSE SETBACK (TYP.) FM D D PHASE 1.1 FORCE MAIN UPSTREAM RUN-ON DRAIN PHASE 1.1 LIGHTING CONDUIT PHASE 1.1 LIGHT POLE FIXTURE HH PHASE 1.1 LIGHTING JUNCTION BOX PLAZA PATIO PATIOBTBTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBT BT BT BT BTBTBTBTBTBTBTBTBT BTBTBT BTBT BTBTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBT BT BT BT BT BTBTBTNG NG NG TV TV S S TOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPSSSSSSSSSSSSSSSSSSTV TBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBF BFBFBTVBTVBTVBTV BTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTV BTVBTV NGNGNG NG NG NG OHP OHP OHP OHP XXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BT BT BT BT BTWWWWWWWWWWWWWW WXXXXXXXXXS S S S S S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 1 0 S 10S10S10S10S10S10S10S10S10S10S10S10SS S S S S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8SS S SS8S8S8S8S 8S 8S 8S 8S 8S8S10S10S10S10S10S10S 10S S S S S S S S S SS SS SS SS SS SSSSSSSSSSSSSSSS SSSSSSSS SS SS SS SS SS SS SSSS SS SS SS SS SS SS SS SS SS SS SSSS SSSS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS12S 12S SSSS8W 8W 8W 8W 8W 8W 8W 8W 8 W 8 W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 8W8W8W8W8W8W8W 8W 8W 8W 8W8W8W8W8W 8W 8W 8W DYH DYHDYHDYH DY HDYH 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8WDYH B 12W 1 2W 12W 12W12W12W12W12WWS WS WS WS WS WS WS WSWSWS WSWSWSWSWS WS WS WS WS WS BWS WS 8W WS WS WS WS WS WS WS WS WS WS WS WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS WS WS S0°36'43"W 195.38' S89°23'17"E 50.00' S0°36'43"W 464.88' S89°29'25"W 420.77' S0°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© PROJECT NO.DRAWN BY: DSGN. BY: APPR. BY: DATE: COPYRIGHT MORRISON-MAIERLE,2024 Plotted by lee hageman on Jul/29/2024 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-4 TURNROW SUBDIVISION BOZEMAN MONTANA SUB-PHASE 1.1 (DAVIS LANE) AND SUB-PHASE 1.2 RSP LGH LGH 04/25/24GUNSMOKE AVETURNROW TRAIL DURANGO LN WESTLAKE RD DAVIS LN50 10025500 SCALE IN FEETSUB-PHASE 1.2SUB-PHASE 1.3SUB-PHASE 1.1 SUB-PHASE 1.2 SUB-PHASE 1.2SUB-PHASE 1.1SUB-PHASE 1.2 SUB-PHASE 1.4 PROPERTY BOUNDARY CONNECT TO EXISTING 8" SEWER MAIN STUB CONNECT TO EXISTING 8" WATER MAIN STUB CONNECT TO EXISTING 15" STORM DRAINAGE MAIN STUB CAP WATER MAIN WITH TEMPORARY BLOW OFF CAP WATER MAIN WITH TEMPORARY BLOW OFF PLACE END CAPS ON STORM MAIN AND SEWER MAIN CAP WATER MAIN WITH TEMPORARY BLOW OFF PLACE END CAP ON SEWER MAIN PARC E L 1 COS 3 0 3 5 LEGEND 8W 8W PROPOSED SURFACE POND (SIZE VARIES) TEMPORARY SURFACE POND (SIZE VARIES) PHASE 1.2 WATER 8S 8S PHASE 1.2 SEWER 15SD 15SD PHASE 1.2 STORM PHASE 1.2 UTILITY CULVERTS 15SD 15SD PREVIOUSLY INSTALLED STORM PREVIOUSLY INSTALLED UTILITY CULVERTS 8W 8W PREVIOUSLY INSTALLED WATER S S PREVIOUSLY INSTALLED SEWER PHASE 1.2 BURIED ELECTRIC PHASE 1.2 BURIED GAS BT BT PHASE 1.2 BURIED COMMUNICATIONS PROPOSED UNDERGROUND STORM TREATMENT FUTURE SURFACE POND (SIZE VARIES) UNDERGROUND STREET LIGHT (TYP.) CAP WATER MAIN WITH TEMPORARY BLOW OFF PHASE 1 SUBDIVISION BOUNDARY SUB-PHASE 1.1 (ONSITE) SUB-PHASE 1.3 SUB-PHASE 1.4 PHASING LEGEND SUB-PHASE 1.2 PLACE END CAP ON SEWER MAIN 30' WATERCOURSE SETBACK (TYP.) 50' WATERCOURSE SETBACK (TYP.) IRRIGATION DITCH CATTAIL CREEK D D UPSTREAM RUN-ON DRAIN PHASE 1.2 LIGHTING CONDUIT PHASE 1.2 LIGHT POLE FIXTURE HH PHASE 1.3 LIGHTING JUNCTION BOX PLAZA PATIO BTBTBTBTBTBTBTBTBTBTBT BT BT BT BT BT BTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBT BT BT BTBT BT BTBTBTBTBTBTBTBTBTBT BT BT BTBTBT BTBT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBT BT BT BT BT BTBTBTNG NG NG N G NG NG NG NG NG NG NG NG NG NG NG NG N G NG NG NG NG NG NG NG NG NG S S S S S S S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 10 S 10 S 10 S 10S10S10S10S10S10S10S10S10S10S10S10SS S S S S S S S 8S 8S 8S 8S 8S 8S 8S8S8SS S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S8S8S10S10S10S10S10S 10S 10S 10S 10S S S S S S S S S S S S SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SS SS SSSS SS SS SS SSSSSS SSSSSSSSSS12S 12S 12S 12S 12S S SSSS18S 18S 8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8 W 8 W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 12W 12W 12W 12W 12W 12W 8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W 8W 8W 8W 8W DYH DYH DYHDYHDYH DYHDYH 8W 8W 8W 8W 8W 8W 8W8W8W8WDYHB B8W 12W 12W 1 2W 12W12W12W12W12W12WB WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS 8W 8W 8W 8W 8 W WS WS WS WS WS WS WS WS WS WS WS WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS WS WS WS WS WS WS WS WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS8W 8W WS 8W8W8W8W8WWS WS WS WS WS WS S89°29'25"W 420.77' S0°36'43"W 189.74' S89°29'32"W 2221.92' 12S D 12S D 12S D 15SD 15SDD D D D D D D D D15SD15SD15SD15SD15SD 15SD 15SD 15SD 15SD15SD15SD15SD 24SD24SD24SD24SD24SD12SD D 12S D 12SD D 24SD 24S D DDDDDDDDDDDDDDDDDDDDDDDDDD D D D D D M HH HH HH HH HH HH HHHHHHHH HH HH HH BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4 BLOCK 5 BLOCK 6BLOCK 9BLOCK 10BLOCK 5 GENERAL NOTES: 1.SERVICE LINES TO FUTURE LOTS BEYOND PHASE 1 ARE NOT SHOWN. 2.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. 4.BUILDINGS WITHIN LOTS THAT ARE ELIGIBLE FOR CONCURRENT CONSTRUCTION SHALL HAVE A SEWER SERVICE VIDEO INSPECTION COMPLETED BY THE OWNER OF THE BUILDING TO VERIFY THAT NO DAMAGE OCCURRED DURING CONSTRUCTION ACTIVITIES. THE VIDEO SHALL BE REQUIRED TO BE SUBMITTED TO THE CITY OF BOZEMAN, AND OCCUPANCY SHALL NOT BE GRANTED FOR THE BUILDING UNTIL RECEIVED AND APPROVED BY THE CITY. FIGURE NUMBER © PROJECT NO.DRAWN BY: DSGN. BY: APPR. BY: DATE: COPYRIGHT MORRISON-MAIERLE,2024 Plotted by lee hageman on Jul/29/2024 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-5 TURNROW SUBDIVISION BOZEMAN MONTANA SUB-PHASE 1.3 RSP LGH LGH 04/25/24 50 10025500 SCALE IN FEETSUB-PHASE 1.4SUB-PHASE 1.2SUB-PHASE 1.3 SUB-PHASE 1.1 SUB-PHASE 1.3SUB-PHASE 1.3 SUB-PHASE 1.3SUB-PHASE 1.4 CONNECT TO EXISTING 8" WATER MAIN STUB CONNECT TO EXISTING 8" WATER MAIN STUB CAP WATER MAIN WITH TEMPORARY BLOW OFF CAP WATER MAIN WITH TEMPORARY BLOW OFF CAP WATER MAIN WITH TEMPORARY BLOW OFF PLACE END CAP ON SEWER MAIN PLACE END CAP ON SEWER MAIN CONNECT TO EXISTING 8" SEWER MAIN STUB CONNECT TO EXISTING 8" SEWER MAIN STUB CONNECT TO EXISTING 8" SEWER MAIN STUB TEMPORARY STORM POND 1.3 TO BE DEMOLISHED IN SUB-PHASE 1.4 GUNSMOKE AVETURNROW TRAIL DURANGO LN WESTLAKE RDQUICKSILVER RDR O W D Y R D F U T U R E T U R N R O W T R A I L F U T U R E D U R A N G O L N PARC E L 1 COS 3 0 3 5 PHASE 1 SUBDIVISION BOUNDARY SUB-PHASE 1.1 (ONSITE) SUB-PHASE 1.3 SUB-PHASE 1.4 PHASING LEGEND SUB-PHASE 1.2 CAP WATER MAIN WITH TEMPORARY BLOW OFF LEGEND 8W 8W PROPOSED SURFACE POND (SIZE VARIES) TEMPORARY SURFACE POND (SIZE VARIES) PHASE 1.3 WATER 8S 8S PHASE 1.3 SEWER 15SD 15SD PHASE 1.3 STORM PHASE 1.3 UTILITY CULVERTS 15SD 15SD PREVIOUSLY INSTALLED STORM PREVIOUSLY INSTALLED UTILITY CULVERTS 8W 8W PREVIOUSLY INSTALLED WATER S S PREVIOUSLY INSTALLED SEWER PHASE 1.3 BURIED ELECTRIC PHASE 1.3 BURIED GAS BT BT PHASE 1.3 BURIED COMMUNICATIONS PROPOSED UNDERGROUND STORM TREATMENT FUTURE SURFACE POND (SIZE VARIES) UNDERGROUND D D UPSTREAM RUN-ON DRAIN PHASE 1.3 LIGHTING CONDUIT PHASE 1.3 LIGHT POLE FIXTURE HH PHASE 1.3 LIGHTING JUNCTION BOX PLAZA PATIO BTBTBTBTBTBTBTBTBTBTBTBT BT BT BT BTBTBTBTBTBTBTBTBTBTBT BT BT BTBTBT BT BTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBT BTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBT BT BT BTBT BTBT BT BTBTBTBTBTBTBTBTBTBT BT BT BT BTBTBTBT BT BT BT BTBT BT BT BT BT BT BT BTBTBT BT BT BT BTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBT BT BT BT BT BTBTBTBTBTBTBTBT BT BT BT BT BTBTBTBTBTBTBTBTBTBTNG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG S S S S S S S S S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 10 S 10 S 10S1 0 S 1 0S 10S10S10S10S10S10S10S10S10S10S10S10S10S10S10SS S S S S S S S S S S 8S 8S 8S 8S 8S 8S8S8SS S8S8S8S8S 8S8S8S8S8S 8S 8S 8S 8S 8S8S8S8S8S8S 8S 8S 8S8S8S8S8S8S8S 8S 8S 8S 8S8S8S10S10S10S10S10S10S10S10S 10S 10S10S10S10S10S10S10S10S 10S10S 10S 10S 10SS S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SS SS SS SS SS SS SS SSSSSS SSSSSS8S8S12S 12S 12S 12S 12S SS SFM8S SSSS10S10S8W8W8W8W8W8W 8W 8W 8W 8W8W8W 8W 8W 8W 8W 8W 8W 8W8W 8W 8W 8W 8W 8W 8W 8W 8 W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 12W 12W 12W 12W 8W8W8W8W8W8W8W8W8W8W8W8 W 8W 8W 8W 8 W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8 W 8 W 8W 8W 8 W 8 W 8 W 8W 8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WDYH DYH DYH DYHDYHDYHDYH DYH DYH DYHDYH 8W 8W 8W 8W 8W8W8W8WB B B B B B8W8W8W 12 W 12W 12W 12W 1 2W 12W12W12W12W12WB DYH B 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W BDYH WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS 8W 8W 8W 8W 8W 8W WS WS WS WS WS WS WS WS WS WS WS WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS WS WS WS WS WS WS WS WSWSWSWSWSWSWSWS WS WS WS WS WS WS WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS WS WS WS WS WSWS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS 8W8W WS 8W8W8W8W8W8W8W8W8W8WWS WS WS WS WS WS WS WS WS WS WS WS S0°36'43"W 189.74' S89°29'32"W 2221.92' 15 S D 12S D 12S D 12S D 15SD 15SDD D D D D D D D D D D 12SDD15SD15SD15SD15SD15SD15SD15SD 15SD 15SD 15SD 15SD 15 S D 15SD15SD15SD15SD15SD 24SD24SD24SD24SD24SD12SD D D 12S D 12S D D 24S D 24SD DDDDDDDDDDDDDDDDDDDDDDDDDDD D D D D D D M HH HH HH HH HH HH HH HH HH HH HHHHHHHH HH HH HH HH BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4 BLOCK 5 BLOCK 6BLOCK 9BLOCK 10BLOCK 5 GENERAL NOTES: 1.SERVICE LINES TO FUTURE LOTS BEYOND PHASE 1 ARE NOT SHOWN. 2.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. 4.BUILDINGS WITHIN LOTS THAT ARE ELIGIBLE FOR CONCURRENT CONSTRUCTION SHALL HAVE A SEWER SERVICE VIDEO INSPECTION COMPLETED BY THE OWNER OF THE BUILDING TO VERIFY THAT NO DAMAGE OCCURRED DURING CONSTRUCTION ACTIVITIES. THE VIDEO SHALL BE REQUIRED TO BE SUBMITTED TO THE CITY OF BOZEMAN, AND OCCUPANCY SHALL NOT BE GRANTED FOR THE BUILDING UNTIL RECEIVED AND APPROVED BY THE CITY. FIGURE NUMBER © PROJECT NO.DRAWN BY: DSGN. BY: APPR. BY: DATE: COPYRIGHT MORRISON-MAIERLE,2024 Plotted by lee hageman on Jul/29/2024 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-6 TURNROW SUBDIVISION BOZEMAN MONTANA SUB-PHASE 1.4 RSP LGH LGH 04/25/24 GUNSMOKE AVETURNROW TRAIL DURANGO LN WESTLAKE RDQUICKSILVER RD50 10025500 SCALE IN FEETFUTURE PHASESUB-PHASE 1.2 CONNECT TO EXISTING 8" SEWER MAIN STUB CONNECT TO EXISTING 8" WATER MAIN STUB CONNECT TO EXISTING 15" STORM DRAINAGE MAIN STUB CONNECT TO EXISTING 8" SEWER MAIN STUB CONNECT TO EXISTING 8" WATER MAIN STUB CONNECT TO EXISTING 15" STORM DRAINAGE MAIN STUB CONNECT TO EXISTING 8" WATER MAIN STUB CONNECT TO EXISTING 8" SEWER MAIN STUB CONNECT TO EXISTING 8" WATER MAIN STUB CONNECT TO EXISTING 8" SEWER MAIN STUB CONNECT TO EXISTING 8" WATER MAIN STUB TEMPORARY STORM POND 5.1 TEMPORARY STORM POND 5.2 R O W D Y R D F U T U R E T U R N R O W T R A I L F U T U R E D U R A N G O L N S U B - P H A S E 1 . 4 S U B - P H A S E 1 . 1 SUB-PHASE 1.4SUB-PHASE 1.4SUB-PHASE 1.3SUB-PHASE 1.3 SUB-PHASE 1.4SUB-PHASE 1.4 PROPERTY BOUNDARY PARC E L 1 COS 3 0 3 5 REMOVE TEMPORARY POND FROM SUB-PHASE 1.3. INSTALL STORM INFRASTRUCTURE CAP WATER MAIN WITH TEMPORARY BLOW OFFCAP WATER MAIN WITH TEMPORARY BLOW OFF CAP WATER MAIN WITH TEMPORARY BLOW OFF CAP WATER MAIN WITH TEMPORARY BLOW OFF CONNECT TO EXISTING 8" WATER MAIN STUB STREET LIGHT (TYP.) PHASE 1 SUBDIVISION BOUNDARY SUB-PHASE 1.1 (ONSITE) SUB-PHASE 1.3 SUB-PHASE 1.4 PHASING LEGEND SUB-PHASE 1.2 CONNECT TO EXISTING 8" SEWER MAIN STUB LEGEND 8W 8W PROPOSED SURFACE POND (SIZE VARIES) TEMPORARY SURFACE POND (SIZE VARIES) PHASE 1.4 WATER 8S 8S PHASE 1.4 SEWER 15SD 15SD PHASE 1.4 STORM PHASE 1.4 UTILITY CULVERTS 15SD 15SD PREVIOUSLY INSTALLED STORM PREVIOUSLY INSTALLED UTILITY CULVERTS 8W 8W PREVIOUSLY INSTALLED WATER S S PREVIOUSLY INSTALLED SEWER PHASE 1.4 BURIED ELECTRIC PHASE 1.4 BURIED GAS BT BT PHASE 1.4 BURIED COMMUNICATIONS PROPOSED UNDERGROUND STORM TREATMENT FUTURE SURFACE POND (SIZE VARIES) UNDERGROUND D D UPSTREAM RUN-ON DRAIN PHASE 1.4 LIGHTING CONDUIT PHASE 1.4 LIGHT POLE FIXTURE HH PHASE 1.4 LIGHTING JUNCTION BOX