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HomeMy WebLinkAbout008 NW SITE & UTILITY PLAN (1 OF 6)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 BTBTBT 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 BT BT BT BTBTBTBT BT BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W DYHDYH 8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W DYHWSWSWSFIREFIREWSWSFIREFIREWSWSFIREFIREFIREFIREWSWSFIREFIRE WS WS FIRE WS WSWSWSFIREFIREWS WS 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8SS 8S 8S 8S 8S 8S 8S8S8S8S8S8S8SSS SS S S S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SS S S 8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S8S8S8SS 8S8SSSSSSSSSSSSSSSSSS SS>>>>>> >>>>D DSDSD>>>>SDSDSDD SDSDD >>>>>>>>>SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDDD SD SD SD SD SD SD SD SD SD SD SDSD D >>>>>>>>>>>>>>>>>>>>>>>>>D BPBPBPBPBPBPBPBPSSSSSSSSSSSSSSS S BPBPBPBPBPBPBPBPBPBPBPBP16014604983.863CS8015624983.833CS 8015634983.677BO 5368709144983.833CS 5368709154983.677BO CO8003464982.113CO S SDSDSDSSSSDSD SD SD SD SD SD SD SD SD SD SD SDSDD S S S S S S S S S S S S S S S S S S S S S SSS T W BROOKDALE DR.CANTER AVE.LOT 2 1.69 acs. LOT 8 0.55 acs. LOT 70.29 acs.LOT 60.23 acs. LOT 50.26 acs. LOT 3 0.36 acs.LOT 1 0.19 acs. LOT 40.20 acs. BLOCK 1 STORM LOT 1 0.13 acs. LOT 11.07 acs. R28.00' R28.00' R28.00' R28.00' R28.00' R28.00' R15.00'R15.00' R28.00'R28.00' R248.00'R248.00' R40.00' R60.00'R60.00' R15.00'R15.00' R60.00' R60.00' R15.00'R15.00' R60.00' R60.00'R40.00' R15.00'R15.00' R40.00' R40.00' 60.00' R.O.W. 60.00' R.O.W. 1 1 (TYP.)(TYP.) 12 11 10.00' PROPOSED PATHWAY 11 12 1211 2 2 2 2 2 2 2 22 2 2 2 2 1 1 10 10 10 10 9 9 9 14 14 14 8 8 8 1 (TYP.) 1 (TYP.) 13 13SOUTH 19TH AVE.120' R.O.W.(LANDSCAPED BLOCK FRONTAGE)WEST GRAF ST. 90' R.O.W. (LANDSCAPED BLOCK FRONTAGE) UNDERGROUND STORMWATER RETENTION FACILITY 15 1 1 (TYP.)(TYP.) 15 16 N89°05'06"E 437.90' (M) S89°38'12"E 437.91' (R)S4 6 ° 0 5 ' 0 7 " E 7 5 . 8 0 ' (M ) S4 4 ° 4 8 ' 2 5 E 7 5 . 8 0 ' ( R ) N89°05'03"E 101.88' (M) S89°38'15"E 101.88' (R) N43° 01'1 8"E 74.2 1' ( M) N44°18'00"E 7 4.2 1' ( R) 2 30.00' PUBLIC ACCESS & UTILITY EASEMENT (TYP.) 10.00' PUBLIC UTILITY EASEMENT (TYP.) 10.00' PUBLIC UTILITY EASEMENT (TYP.) 10.00' EXISTING PUE TO BE RELEASED AND RECONVEYED EXISTING 10.00' PUE 10.00' PUBLIC UTILITY EASEMENT (TYP.) 4 16 35.00' 26.00' 24.00' 24.00' 24.00' 26.00' 26.00' 25.00' 25.00' 35.00'27.00' 25.00' 6.00'5.00' 5.00' 5.00'5.00' 10.00'10.00' 5 (TYP.)6(TYP.) 5 (TYP.)6(TYP.) 3(TYP.) 3(TYP.) 21.49' 32.34' R254.00' R130.00' R69.00' R30.00' R102.00' R40.00' R40.00'HENLEY WAY17 7 7 17 2023COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\011 -YTI DEVELOPMENT\ACAD\SHEETS\2_MASTERSITEPLAN\5659.011 - C200 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:ROSIE NICKELSON ON Mar/21/2023 SOUTH RANGE CROSSING SUBDIVISION MASTER SITE PLANBOZEMAN MONTANA NW SITE & UTILITY PLAN (1 OF 6) 5659.011 08 C201 RSP LRH MEE 03/15/2023 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. 30 6015300 SCALE IN FEET MATCH LINE C202MATCH LINE C203 01/18/2023 LEGEND PROPOSED CONCRETE (4") PROPOSED CONCRETE (6") AREA TO BE PAVED PROPOSED SURFACE POND (SIZE VARIES) GENERAL NOTES: 1.ALL TEXT AND FEATURES SHOWN IN LIGHT LINE TYPES ARE EXISTING. SEE SHEET C004 FOR MORE COMPLETE DEPICTION OF EXISTING CONDITIONS. 2.DUCTILE IRON WATER PIPE TO BE WRAPPED IN V-BIO ENHANCED POLYETHYLENE, UNLESS OTHERWISE NOTED. 3.REFER TO DETAIL 1, SHEET C1201, FOR DUCTILE IRON MECHANICAL RESTRAINT TABLE. 4.INSTALL SEWER SERVICE PER COB STD DWG. NO. 02720-2. IF DEPTH OF COVER AT STUB END WILL EXCEED 6.5 FEET, FOLLOW COB STD DWG. NO. 02720-3. 5.INSTALL 1" AND LARGER "TYPE K" DOMESTIC WATER SERVICE LINES WITH CORP. STOP, AND CURB STOP/BOX PER COB STD DWG. NO. 02660-6. 6.INSTALL 4" AND LARGER D.I. DOMESTIC WATER SERVICES PER COB STD DWG. NO. 02660-12. 7.INSTALL 6" AND LARGER D.I. FIRE SERVICES PER COB STD DWG. NO. 02660-13. EXISTING 12" WATER MAIN EXISTING 8" SANITARY SEWER MAIN EXISTING PROPERTY BOUNDARY 3 EXISTING PROPERTY BOUNDARY PROPOSED PROPERTY BOUNDARY (TYP.) PROPOSED BUILDING (TYP.) PROPOSED DRY UTILITIES (TYP.) 20.00' R1-5 POLE MOUNTED R3-17 POLE MOUNTED 4 (TYP.) 3 (TYP.) MASTER SITE PLAN MARCH 2023 PROPOSED PUE CONNECT TO EXISTING 8" SEWER STUB. REMOVE EXISTING TEMPORARY BLOW-OFF AND INSTALL NEW VALVE WATER KEY NOTES 8" DUCTILE IRON WATER MAIN 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 1" TYPE "K" COPPER DOMESTIC WATER SERVICE PER C.O.B. STD. DETAILS NO. 02660-6 AND 02660-15. 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. SEWER KEY NOTES 8" SDR 35 SEWER MAIN INSTALL SEWER MANHOLES PER COB STD DWG. NO. 02720-3. INSTALL 4" SDR 26 PVC SANITARY SEWER SERVICE PER C.O.B. STD. DETAILS NO. 02730-2 AND 02730-3. SITE KEY NOTES 35' TBC-TBC ROAD SECTION PER DETAIL 1, SHEET C1202. SOUTH 19TH AVENUE ROAD SECTION PER DETAIL 2, SHEET C1202. ALLEY WAY ROAD SECTION PER DETAIL 3, SHEET C1202. INSTALL 10' CONCRETE PATHWAY, REFER TO COB STD. DWG. NO. 02529-17 FOR CROSS SECTION DETAIL. INSTALL RESIDENTIAL APPROACH PER COB STD DWG. NO. 02529-11. INSTALL BOULEVARD ALLEY APPROACH DETAIL PER COB STD DWG. NO. 02529-7A. INSTALL NON RESIDENTIAL DRIVEWAY APPROACH PER COB STD DWG. NO. 02529-12. INSTALL BOULEVARD SIDEWALK PERPENDICULAR PEDESTRIAN RAMP PER COB STD DWG. NO. 02529-8. INSTALL TYPICAL PAVEMENT MARKINGS FOR PEDESTRIAN CROSSINGS PER COB STD DWG. NO. 02581-1. INSTALL TYPICAL PAVEMENT MARKING FOR TYPE "B" CROSSINGS PER COB STD DWG. NO. 02581-2. INSTALL STREET MARKER SIGN AND FOUNDATION PER COB STD DWG. NO. 09810-1 AND LOCATION PER COB STD DWG. NO. 09810-4. INSTALL REGULATORY SIGN AND FOUNDATION PER COB STD DWG. NO. 09810-1. INSTALL 6' WIDE VALLEY GUTTER PER COB STD DWG. NO. 02529-1. INSTALL CONDUIT CROSSING PER DETAIL 3, SHEET C1201 STREET VISION TRIANGLES INSTALL ARCH STORM CULVERT, REFER TO GRADING SHEETS FOR DETAIL SEE MEDIAN DETAIL 2, SHEET C1203 31' TBC-TBC ROAD SECTION PER DETAIL 1, SHEET C1203. 33' TBC-TBC ROAD SECTION PER DETAIL 3, SHEET C1203. 1 2 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3 4 5 6 3 17 18 19