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HomeMy WebLinkAbout013 - C-206 - CW SITE & UTILITY PLAN (6 OF 8)NG NG NG NG NG NG NG NG NG N GXXXXXXXXXXXXXXXXXXXXNG NG NG NG NG NG NG NG NG N G S S S S S S S S S S S S S S S S S S S SSSSSSSSSSSSSSS SSSSSSSSS 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 SSSSSSSSSSSSSSSS S S SS8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8 W 8W 8W 8W8W8W 8W8W 8W 8 W 8W 8W 8 W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYHDYHDYH DYH B 8W 8W 8W 8W 8W 8W 8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8 W DYH DYH18SD15SD18SD15SD15SD15S D 15SD15 S D 15 S D 15 S D 15SD 12SD 12SD D D D D D D D D 15SD18SD18SD12SD12SD12SD12SD RE S T R I C T E D L O T 1 2RESTRICTED LOT 4RE S T R I C T E D L O T 1 0 RESTRICTED LOT 14 RE S T R I C T E D L O T 7 N0°36'05"E 2552.36'LOT 8 LOT 1 1 LOT 1 1 A LOT 1 1 B PARK FUTURE ROWDY RDFUTURE FUTURE CANTLE WAY DURA N G O F U 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 FUTURE STORMWATER POND EXISTING PROPERTY BOUNDARY WETLAND 2 ZONE 1: 30' WATERCOURSE SETBACK ZONE 2: 50' WATERCOURSE SETBACK 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 LOT LINE TO NORTH PROPERTY BOUNDARY) UNNAMED TRIBUTARY TO BUSTER GULCH 1 1 1 4 4 4 1 4 1 4 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6916\003 - TURNROW MASTER PLAN\ACAD\SHEETS\2-MASTER-SITE-PLAN\6916.003 - SITE PLAN SHEETS.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:MAYA SIMMONS ON Jul/29/2024 TURNROW SUBDIVISION MASTER SITE PLANBOZEMAN MONTANA CW SITE & UTILITY PLAN (6 OF 8) 6916.003 13 C-206 RSP LRH MEE 07/24/2024 MASTER SITE PLAN JULY 2024 07/26/2024 C SITE & UTILITY PLAN (5 OF 8) - C-205SW SITE & UTILITY PLAN (3 OF 8) - C-203 NW SITE & UTILITY PLAN (8 OF 8) - C-208 Know what's below. before you dig.Call R THIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT. 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 FORCE MAIN 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 PROPOSED PEDESTRIAN ACCESS PROPOSED OPEN SPACE PROPOSED PARK SPACE FM PROPOSED FORCE MAIN MINUS CRUSHED BASE COURSE PROPOSED RUN-ON CONVEYANCEDD 8W 8W PHASE 1 HIGH PRESSURE WATER WATER KEY NOTES INSTALL FIRE HYDRANT LEAD AND ASSEMBLY PER COB STD DWG. NO. 02660-4. INSTALL AT GRADE BLOWOFF PER C.O.B. STD. DETAIL NO. 02660-7. INSTALL 4" D.I.P. DOMESTIC WATER SERVICE PER C.O.B. STD. DETAIL NO. 02660-12. INSTALL 6" D.I.P. FIRE SERVICE PER C.O.B. STD. DETAIL NO. 02660-13. SITE KEY NOTES 35' TBC-TBC ROAD SECTION PER DETAIL 1, SHEET C-1201. FERGUSON AVENUE ROAD SECTION PER DETAIL 3, SHEET C-1202. ALLEY WAY ROAD SECTION PER DETAIL 3, SHEET C-1201. ROAD SHALL HAVE A 60' ROAD EASEMENT DEDICATED DURING PHASE 1, AND WILL BE DEDICATED R.O.W. UPON COMPLETION OF FUTURE PHASES. INSTALL PUBLIC UTILITY CONDUITS PER DETAIL 3, SHEET C-1204 INSTALL STORM CULVERT, REFER TO GRADING SHEETS FOR DETAIL VALLEY CENTER ROAD SECTION PER DETAIL 2, SHEET C-1201. 10' PEDESTRIAN ACCESS EASEMENT 30' PUBLIC UTILITY EASEMENT BUILDING AND PARKING LOT SUBJECT TO CHANGE WITH FURTHER SITE DEVELOPMENT ALLEY WAY ROAD SECTION PER DETAIL 4, SHEET C-1201 1 2 1 2 3 4 5 6 3 4 7 8 9 10 11 50 10025500 SCALE IN FEET GENERAL NOTES: 1.ALL TEXT AND FEATURES SHOWN IN LIGHT LINE TYPES ARE EXISTING. SEE SHEET C-004 FOR MORE COMPLETE DEPICTION OF EXISTING CONDITIONS. 2.INFORMATION DEPICTED ON THESE PLANS ARE BASED ON CONCEPTUAL DESIGNS AND ARE SUBJECT TO CHANGE THROUGH FURTHER DESIGN & DEVELOPMENT. 3.SERVICE LINES TO FUTURE LOTS BEYOND PHASE 1 ARE NOT SHOWN. 4.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.REFER TO DETAIL 1, SHEET C-1204, FOR DUCTILE IRON MECHANICAL RESTRAINT TABLE. 3.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. FUTURE PHASES PHASE 1 BOUNDARY LEGEND SUB-PHASE 1.1 BOUNDARY SUB-PHASE 1.2 BOUNDARY SUB-PHASE 1.3 BOUNDARY SUB-PHASE 1.4 BOUNDARY 013