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HomeMy WebLinkAbout013.02 - EX-3 - SUB-PHASE 1.1VILLAGE 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 013.02