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S SEWSEWSEWSEWSEWWATWATWATWATWATST ST STSTSTSTSTGAS GASUGP UGPFO FO0'20'40'60'PROPOSED BUILDING FOOTPRINT7,244 SFPROJECT EXTENTS10.0' UTILITYEASEMENT10.0' PIPELINE R.O.W EASEMENT
12.0' UTILITY EASEMENT
22.0' UTILITY EASEMENT
20.0' U.S. WEST COMMUNICATIONS EASEMENT
30.0' PUBLIC PARK/TRAIL EASEMENT
42.27 PROPOSED SANITARYCLEAN OUTEXISTING WATER MAINEXISTING SANITARY SEWEREXISTINGMANHOLEEXISTING PARKINGLOT LIGHTING (TYP.)EXISTING HYDRANTPROPERTY BOUNDARYEXISTING STORM INLET (TYP.)PROPOSEDDUMPSTERLOCATIONBY ARCHITECTUREFOR DETAILPROPOSED 2" WATER SERVICE LINEPROPOSED 4" FIRE SERVICE LINEPROPOSED 6" SEWERSERVICE TO CONNECTWITH EXISTING STUB OUT8.0'PROPOSED SIDEWALK TOCONNECT WITH EXISTINGHUFFINE TRAILPROPOSED STORM POND2,720 CF
EXISTING 8' DRY WELL TOCONNECT WITH BUILDINGDOWNSPOUTS.PROPOSED 12" STORMDRAIN TO CONNECTDOWNSPOUTS TO DRYWELLLANDSCAPING AREA(TYP.)EXISTING STORM PIPE (TYP.)EXISTING UTILITIES (TYP.)HUFFINE TRAILEXISTING CULVERTPROPOSED BIKE STORAGEFROM OTHERS10.0'PROPOSED PATIO/OUTDOORAREA5.0'EXISTING LAY-DOWN CURB.TO CONTINUE ADA ROUTEBOARDWALK AVE
30.0' UTILITY EASEMENT 50.0'7.0'21.0' SHEET NUMBERPROJECT CODEPROJECT ADDRESSARCHITECT RETAINS COPYRIGHT TO THESE DRAWINGS.DRAWINGS ARE ONLY FOR USE FOR PROJECT NAMED ONDRAWING SHEET AND MAY NOT BE REPRODUCED OR USEDFOR OTHER PURPOSES WITHOUT WRITTEN PERMISSIONFROM ARCHITECT.FWCFERGUSONFARM OFFICEBUILDING785 BOARDWALK AVEBOZEMAN, MT 59718SITE PLAN REVIEW161 W. HALEY SPRINGS ROADSUITE 101BOZEMAN, MT 59718SHEET NAMEPROJECT NAMEDRAWING REVISIONSDRAWING ISSUE DATEDRAWING ISSUED FOR2026-04-13PHONE: (406) 587-2781FOR SITE PLANREVIEW ONLYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN
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ENEPRELIMINARYC1.0SITE LAYOUTHUFFINE LANEEXISTING SHARED USED PARKINGEASEMENTEXISTING ADA PARKINGTO BE UTILIZED FOR SITEEXISTING STORM PONDPROPOSED RETAINING WALL.SEE LANDSCAPE PLANS1.LOCATION OF UNDERGROUND UTILITIES SHOWN ISAPPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR FIELDVERIFICATION OF EXACT LOCATION, DEPTH AND TYPE OFUTILITIES AND IS RESPONSIBLE FOR ANY AND ALL DAMAGESRESULTING FROM THE FAILURE TO EXACTLY LOCATE ANDPROTECT ALL UNDERGROUND UTILITIES.2.ALL MATERIALS AND CONSTRUCTION METHODS SHALLCONFORM TO THE CONTRACT DOCUMENTS ANDSPECIFICATIONS3.THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANYDISCREPANCIES BETWEEN FIELD CONDITIONS ANDINFORMATION SHOWN ON PLANS.4.THE CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OFEXISTING UTILITY CONNECTIONS PRIOR TO START OFCONSTRUCTION FOR THE APPROPRIATE UTILITY.5.CONTRACTOR SHALL PROVIDE POSITIVE SITE DRAINAGE AWAYFROM BUILDINGS AND/OR STORAGE FACILITIES ON ALL SIDESAND PROTECT MATERIAL STOCKPILES FROM EROSION.6.UNLESS NOTED OTHERWISE, BACKFILLING SHALL BE DONE IN 8"LIFTS OR LESS ACCORDING TO THE SPECIFIED COMPACTIONSTANDARDS. FILL AND BACKFILL SHALL BE COMPACTED ATOPTIMUM MOISTURE CONTENT.7.ALL MATERIALS USED FOR PIPE BEDDING SHALL CONSIST OFCLEAN, GRANULAR MATERIALS, AND SHALL CONFORM TO THEREQUIREMENTS LISTED FOR BEDDING MATERIAL IN THESPECIFIED STANDARDS.8.UNLESS NOTED OTHERWISE, BACKFILL SHOULD BE COMPACTEDTO 95% RELATIVE COMPACTION IN AREAS UNDER STRUCTURES,UTILITIES, ROADWAYS, PARKING AREAS AND CONCRETEFLATWORK, AND TO 90% RELATIVE COMPACTION INUNDEVELOPED AREAS. RELATIVE COMPACTION SHALL BE INACCORDANCE WITH ASTM D698 COMPACTION TEST METHOD.9.THE CONTRACTOR SHALL SUBMIT CONSTRUCTION SUBMITTALSFOR ALL COMPONENTS BEFORE INSTALLING ANDCONSTRUCTING THE IMPROVEMENTS AND PRIOR TO ORDERINGTHE MATERIALS. THE ENGINEER SHALL HAVE FIVE (5) WORKINGDAYS TO REVIEW THE SUBMITTALS.10.CONTRACTOR SHOULD TAKE NOTE: CONSTRUCTIONDE-WATERING MAY BE NECESSARY.11.THE ENGINEER IS RESPONSIBLE FOR STAKING AS OUTLINED INTHE GENERAL REQUIREMENTS.12.TEMPORARY MATERIALS STORAGE AND STOCKPILE LOCATIONSHALL BE ON OWNED PROPERTY IN THE VICINITY OF THEPROJECT SITE.13.MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TOTHE CONTRACT DOCUMENTS AND SPECIFICATIONS.14.CONTRACTOR TO COORDINATE WITH ENGINEER IF USING GPSEQUIPMENT FOR ROAD CONSTRUCTION.15.SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRYDENSITY PER ASTM D-1557, MODIFIED PROCTOR AND APPROVEDBY ENGINEER.16.ALL EXPOSED SLOPES SHALL BE TRACK WALKED AND SEEDEDWITH A GRASS MIX APPROVED BY THE ENGINEER AND OWNER.17.EROSION CONTROL BEST MANAGEMENT PRACTICES (BMPs)SHOWN ON THE PLANS ARE A MINIMUM. THE CONTRACTORSHALL SUBMIT A PLAN FOR REVIEW AND ACCEPTANCE THATADDRESSES THE SITE CONDITIONS AT THE TIME OFCONSTRUCTION AND THE PROPOSED CONSTRUCTIONSEQUENCING.GENERAL CONSTRUCTION NOTESPROPOSED EXPANSION TO EXISTING POND326 CFPROPOSED SWALEPROPOSED DRY UTILITIES