Loading...
HomeMy WebLinkAbout011 CE SITE & UTILITY PLAN (4 OF 6)BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT 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 BT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTLEASING OFFICE 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W DYH8W 8W 8W 8W WWSWSWSWSWSWSWS WS WS WS WS WS WS WS WS WS WSWSWSWSWSWS WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSB B B B B 8W 8W 8W 8W 8W 8W 8W WSWSWS WS WS WS WSB DYH8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 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 8S 8S 8S S SS S S S S S S 8S 8S 8S 8S SSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SSSSSSSSSSSSSS SS SS SSSSSSSSSSSS SS SS SSSSSSSSSSSSSS SS SS >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SD >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD D >>>>>> > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>SD SD >>>>>> >>>>>>>>>>>>>>> >>>>>>D D >>> SD SD SS700024991.746MHS-CL WWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSLOT 1 0.46 acs. LOT 1 2.01 acs. LOT 42.22 acs. LOT 2 1.79 acs. PARK 20.34 acs. BLOCK 6 BLOCK 5 STORM LOT 50.09 acs.56.01'71.99' O.S. 7 0.22 acs. R15.00'R15.00'R15.00' R40.00'R40.00' R60.00'R60.00' R60.00'R60.00' R40.00'R40.00' 60.00' R.O.W. 12 12 11 5 5 5 5 2 2 2 2 2 2 2 2 2 2 2 2 1 10 14 8 1(TYP.) 1(TYP.)SOUTH 15TH AVE.60' R.O.W.(LANDSCAPED BLOCK FRONTAGE)ALDER CREEKSUBDIVISION PH-5PB J-47910 12 12 15 8 3 3 3 3 3 3 S0°17'01"E 1382.00' (M)S00°59'23"W 1330.03' (R)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.) 30.00' ACCESS & STORMWATER EASEMENT (TYP.) 8.00' 4.00'4.00' 35.00' 25.00' 77.00' 133.00' 97.09' 97.09' 133.00' 87.00' 123.90' 133.00' 116.00' 133.00' 116.00' 193.00' 165.01' 142.09' 142.09' 165.00' 142.09' 60.00' EXISTING R.O.W. 5.00'5.00' 5.00' PROPOSED SIDEWALK EX. 20.00' DITCH MAINTENANCE EASEMENT EX. 10.00' PUBLIC UTILITY EASEMENT 4 (TYP.) 3 (TYP.) 4 (TYP.) 3 (TYP.) 30.00' PUBLIC ACCESS & UTILITY EASEMENT (TYP.)PROVIDENCE DRIVEPROVIDENCE DRIVE2023COPYRIGHT © 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 CE SITE & UTILITY PLAN (4 OF 6) 5659.011 11 C204 RSP LRH MEE 03/15/2023 MATCH LINE C202 MATCH LINE C203MATCH LINE C206 01/18/2023 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 PROPOSED DRY UTILITIES (TYP.) PROPOSED BUILDING (TYP.) PROPOSED PROPERTY BOUNDARY (TYP.) EXISTING 8" SANITARY SEWER MAIN EXISTING 8" WATER MAIN 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. PROPOSED IRRIGATION WELL 30 6015300 SCALE IN FEET MASTER SITE PLAN MARCH 2023 INSTALL STANDARD 5' PEDESTRIAN SIDEWALK AS SHOWN INSTALL STANDARD 5' PEDESTRIAN SIDEWALK AS SHOWN