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HomeMy WebLinkAbout008 - C-201 - SE SITE & UTILITY PLAN (1 OF 8)BTBTBTBTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBT BT BT BT BT BT BT BT BTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBT BTBTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BTBTBTBTBT BT BT BT BT BT BT BT 30'30' 50' 30' 50'30'TV TV S S TOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPSSSSSSSSSSSSSSSSSSTV TBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBF BFBTVBTVBTVBTV BTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTV BTVBTV NGNGNG OHP OHP OHP OHP OHP OHP OHPXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTWWWWWWWWWWWWWWWWXXXXXXXXXXBTBT 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 10 S 1 0S 10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10SS S S S S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8SS S SS 8S 8S 8S 8S 8S 8S8S8SS S SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSS 12S 12S 12S SSSS8W 8W 8W 8W 8W 8W 8W 8W 8W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W DYHDYHDYH DYH DYHDYH 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8WDYH B B 1 2 W 12W 1 2W 12W12W12W12W12W8W 8W 8W 8W 8W 8W 8W 8W 8W BWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WSWSWS WSWSWSWSB 8W 8W DYH WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS 15SD15SD15SD15SD15SDD D D D 15SD15SD 24SD24SD24SD24SD24SD24SD24SD12SD 15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD D D D D D D D D 12SD 12SD 12SD DDDDDDDDDDDDDDDDDDDDDDDDD D D D D D D D 18SD 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' BOZE M A N C O M M U NI T Y P L A N FUTU R E L A N D U S E: RESID E N T I A L MI X E D U S E TRACT A - 1 COS 1 6 5 A PARCE L 1 COS 3 0 3 5 BOZE M A N C O M M U N I T Y P L A N F U T U R E LAND U S E: R E S I D E N T I A L MI X E D U S E ZONI N G - R - 5 EXISTING 12" WATER MAIN EXISTING 27" SANITARY SEWER MAIN EXISTING PROPERTY BOUNDARY EXISTING HYDRANT PROPOSED COB STANDARD PRV (HGL = 4,850') EXISTING OVERHEAD POWER TO BE RELOCATED AND/OR BURIED EXISTING OVERHEAD POWERTO BE RELOCATED AND/OR BURIED PROPOSED 12" RCP STORM CULVERT EXISTING PROPERTY BOUNDARY (TYP.) CATTAIL CREEK EXISTING IRRIGATION DITCH ZONE 1: 30' WATERCOURSE SETBACK ZONE 2: 50' WATERCOURSE SETBACK DAVIS LANE(EXISTING 24' PAVEMENT) PROPOSED 60" RCP STORM CULVERT WETLAND BOUNDARY (TYP.) 10.00' PUBLIC UTILITY EASEMENT (TYP.) 10.00' PUBLIC UTILITY EASEMENT (TYP.) 10.00' PUBLIC UTILITY EASEMENT (TYP.) 10.00' PUBLIC UTILITY EASEMENT (TYP.) 10.00' PUBLIC UTILITY EASEMENT (TYP.)10.00' PUBLIC UTILITY EASEMENT (TYP.) 10.00' PUBLIC UTILITY EASEMENT (TYP.) 60.00'R.O.W. 60.00' R.O.W. 60.00' R.O.W. 20.00' R.O.W. ALLEY 20.00' R.O.W.ALLEY 32.00' R.O.W. 30.00' R.O.W. ALLEY 35.00' 35.00' 35.00' 11.00' (TYP.) 11.00' (TYP.) 11.00' (TYP.) 11.00' (TYP.) 11.00' (TYP.) 11.00' (TYP.)11.00' (TYP.) 22 2 1 1 1 1 1 1 3 4 3 4 1 1 3 4 3 4 11 1 1 3 3 5 5 5 5 5 5 5 5 6 6 10 10 10 10 10 8 3 3 1111 9 1 TURNROW TRAIL DURANGO LN WESTLAKE RD (EXISTING 24' GRAVEL)DAVIS LNWESTLAKE RD GUNSMOKE AVE10.00' PUBLIC UTILITY EASEMENT (TYP.) 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 SE SITE & UTILITY PLAN (1 OF 8) 6916.003 08 C-201 RSP LRH MEE 07/24/2024 MASTER SITE PLAN JULY 2024 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. 07/26/2024CS SITE & UTILITY PLAN (2 OF 8) - C-202CE SITE & UTILITY PLAN (4 OF 8) - C-204 PHASE 1 PHASE 1 BOUNDARY LEGEND SUB-PHASE 1.1 BOUNDARY SUB-PHASE 1.2 BOUNDARY SUB-PHASE 1.3 BOUNDARY SUB-PHASE 1.4 BOUNDARY 008