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HomeMy WebLinkAboutC2.0SitePlan_08132021T EB P PT P EB S IGGGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEE E E E E E E E E E E E G G G G G G G G G G G G GEEEE E E E E EGGG F FF F F F F F F F F F F F S S S S S S S S S S S S S S S S S S S S S S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSF E EWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSIRRIRRIRRIRRIRRIRRIRRIRRIRR RD RD RD RD RD RD RD RD RD RD RD RD RDRD RDRDRDRDRDEEFFGGEEEFFFGEEFFGGGEEEFFFGGGEEEFFFOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO 106 111 100 F F G G E E PROPOSED BUILDING PROPOSED SIDEWALK/CONCRETE PROPOSED SWALE WS PROPOSED BURIED FIBER PROPOSED BURIED GAS PROPOSED BURIED POWER PROPOSED WATER SERVICE IRR PROPOSED IRRIGATION SS PROPOSED SANITARY SEWER SERVICE PROPOSED ROOF LEADERRD RD PROPOSED ROOF DRAINBROOKSIDE LANE C2.0 www.lpwarchitecture.com PHONE | 406.771.0770 15 FIFTH ST. SOUTH GREAT FALLS | MT 59401 SHEET NUMBER: PROJECT NUMBER: DATE: CHECKED BY: DRAWN BY: THIS DRAWING IS THE PROPERTY OF THE ARCHITECT. IT HAS BEEN PREPARED SPECIFICALLY FOR THIS SITE AND IS NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER WITHOUT WRITTEN CONSENT OF THE ARCHITECT. © 2019 L'HEUREUX, PAGE, WERNER, PC No.Date Submittal Schedule Submittal 18-053 RLO SMW/KTSTRADITIONS SUBDIVISIONTOWNHOMES7.22.2021 Revision Schedule No.Revision DateSITE PLANWOITH ENGINEERING, INC. ENGINEERS & SURVEYORS 405 3RD STREET NW, SUITE 206 GREAT FALLS, MT 59404 406-761-1955 WWW.WOITHENG.COM C2.0 SITE PLAN.DWG PLOTTED BY:ROBBY OSOWSKI ON Aug/13/2021ERENONA L EIS S NENo. 39035 PE THOMAS SWARTZ ATANNOM ROPFGILICENS E D KODY KEY NOTES: CONCRETE SIDEWALK SECTION CONCRETE DRIVEWAY DETAIL INSTALL SPLASH BLOCK AT DOWNSPOUT. MINIMUM 2' LONG. VERIFY EXISTING GRADES OF HANDICAP RAMP COMPLY WITH ADA STANDARDS. NOT ALL FEATURES OF HANDICAP RAMP WERE ABLE TO BE SURVEYED. ENSURE ALL RIGHT-OF-WAY WORK COMPLIES WITH CITY OF BOZEMAN STANDARDS AND SPECIFICATIONS. PIPE DOWNSPOUT TO DAYLIGHT INTO LANDSCAPING. CONNECT TO EXISTING WATER AND SEWER SERVICES. FIELD VERIFY LOCATION AND DEPTH OF SEWER AND WATER SERVICES (TYPICAL). IRRIGATION SLEEVES FOR FUTURE IRRIGATION/DRIVEWAY CROSSING. COORDINATE FINAL UTILITY SERVICE ROUTES WITH CORRESPONDING PROVIDER. 34" WATER SERVICE WITH 34" METER INSIDE BUILDING (TYPICAL). ROOF OVERHANG. SEE ARCHITECTURAL DRAWINGS FENCED FRONT YARD OPEN SPACE = 5,225 SF LEGEND: 1 2 3 0 10 IN FEET 20 1 7.0 1 7.0 36' TYP. 6.00' 5.50' 13.14'ROSA WAY4 5 6 7 4 1 1 1 5 5 7 8 8 3 3 3 3 3 3 6 6 6 6 3 9 9 9 9 3' TYP. 7.50' TYP. 5.00' 2 2 5.00' 7.50' 10 5.17' 11 11 11 12.86' 40.00' 50.00' 68.08' 1 1 1 1 1 20.00'12.00' 19.25'18.34' 12.00'12.00'18.10' 5' TYP. 20.00' VISION TRIANGLE TYP. 40.00' 10 2 DURSTON ROAD (LANDSCAPE BLOCK FRONTAGE) 4.00' 8.69' 12 12 122.22' 37.74'