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HomeMy WebLinkAbout012 SW SITE & UTILITY PLAN (5 OF 6)BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BTBT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W6WDYHDYH 8W8W8W8W8W8W8W 8W 8W 8W 8WB BDYH WS WS WS WS WS WSWSWSWSWSWSWSWS WS WSWSWSWSWS WS WS WS B WSWSWSWSB WSWS WS WS WS WS WS WS WS WS WS WS WS B 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8SS 8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8SS S SS SS S 8S8S8S8S8S8S8S8S8S8SS S SSSSSSSSSSSSSSS SS SS SS SS S SS SS SS SS SS SS SS SSSS SSSSSSSSSS SS SSSSSSSS SS SS SS SS SS SSSSSSSSSSSSSSSS SSSS SS SS SS SS SS SS SS SS SS SS > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > SD SD D SDD >>>>>>>>> > > >>>>>>>>>>>>>SSSSSSSSSSSSSSSS 8017665001.401WV 8017675001.395WV SWWW ALDER CREEK DR.CANTER AVE.PARK 4 1.39 acs. LOT 3 0.95 acs. LOT 11.09 acs. BLOCK 7 R-O-W 10.26 acs.R-O-W 20.06 acs.LOT 32402 Sq.Ft.LOT 21694 Sq.Ft.LOT 12695 Sq.Ft.LOT 12 1729 Sq.Ft. LOT 13 1730 Sq.Ft. LOT 14 1731 Sq.Ft. LOT 171720 Sq.Ft. LOT 18 1716 Sq.Ft. LOT 19 1712 Sq.Ft. LOT 11 2744 Sq.Ft. LOT 152519 Sq.Ft. LOT 16 2509 Sq.Ft. LOT 7 3361 Sq.Ft. LOT 8 1716 Sq.Ft. LOT 10 3252 Sq.Ft. LOT 9 1716 Sq.Ft. LOT 22 1628 Sq.Ft. LOT 23 1628 Sq.Ft. LOT 24 1628 Sq.Ft. LOT 21 2744 Sq.Ft. LOT 26 2616 Sq.Ft. LOT 27 1601 Sq.Ft. LOT 28 1599 Sq.Ft. LOT 29 1596 Sq.Ft. LOT 30 2335 Sq.Ft. LOT 31 2662 Sq.Ft. LOT 32 1746 Sq.Ft. LOT 33 1746 Sq.Ft. LOT 34 1746 Sq.Ft. LOT 35 2635 Sq.Ft.LOT 62698 Sq.Ft.LOT 51694 Sq.Ft.LOT 42403 Sq.Ft.LOT 202495 Sq.Ft. LOT 252376 Sq.Ft. 3 R15.00' R50.00' R40.00' R40.00' R60.00' R60.00' R15.00' R15.00' R60.00' R40.00'R40.00' R60.00' R15.00' R60.00' R15.00' R60.00'R40.00' R40.00' R60.00'R60.00' R40.00'R40.00' R142.50' R177.50' R40.00' R40.00' R60.00' R60.00' R60.00' R60.00' R40.00' 60.00' R.O.W. 60.00' R.O.W. 60.00' R.O.W. 60.00' R.O.W. 12 11 11 12 12 12 6 6 6 5 5 2 2 2 22 2 2 2 2 2 2 2 2 1 1 1 3 3 3 10 10 10 9 14 14 14 8 8 1(TYP.) 1 1 (TYP.) (TYP.) 13SOUTH 19TH AVE.120' R.O.W.(LANDSCAPED BLOCK FRONTAGE)O.S. F BLACKWOOD GROVES SUBDIVISION PHASE 9 PB. J-714 15 10.00' PROPOSED PATHWAY 4 3 3 3 3 3 15 S88°58'29"W 1260.07' (M) N89°44'49"W 1300.07' (R)N1°13'47"W 152.85' (M)N00°02'55"E 152.85' (R)2 30.00' PUBLIC ACCESS & UTILITY EASEMENT (TYP.) 30.00' PUBLIC ACCESS & UTILITY EASEMENT (TYP.) 30.00' PUBLIC ACCESS & 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.) 30.00' PUBLIC ACCESS & UTILITY EASEMENT (TYP.) 10.00' PUBLIC UTILITY EASEMENT (TYP.) 10.00' PUBLIC UTILITY EASEMENT (TYP.) 7.78' 7.99'35.00' 35.00'35.00' 25.00' 25.00' 27.00' 25.00' 35.00' 20.00' 20.00' 20.00' 20.00' 102.00' 137.95' 77.00'115.09' 69.82' 6.00' 6.00' 5.00'6.00' 6.00' 5.00' 4(TYP.) 3 (TYP.) 4(TYP.) 3 (TYP.) 143.00' 2 SPRINGDALEDRIVEDAWSON DRIVEPINEAIRE DRIVE RICHLAND DRIVEOPENSPACE2023COPYRIGHT © 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:LEE HAGEMAN ON Mar/21/2023 SOUTH RANGE CROSSING SUBDIVISION MASTER SITE PLANBOZEMAN MONTANA SW SITE & UTILITY PLAN (5 OF 6) 5659.011 12 C205 RSP LRH MEE 03/15/2023 MATCH LINE C203 MATCH LINE C20601/18/2023 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. 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. 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 LEGEND PROPOSED CONCRETE (4") PROPOSED CONCRETE (6") AREA TO BE PAVED PROPOSED SURFACE POND (SIZE VARIES)EXISTING PROPERTY BOUNDARY EXISTING PROPERTY BOUNDARY PROPOSED DRY UTILITIES (TYP.) PROPOSED BUILDING (TYP.) PROPOSED PROPERTY BOUNDARY (TYP.) 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. 02660-13.30 6015300 SCALE IN FEET MASTER SITE PLAN MARCH 2023