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a <br />Ln <br />co <br />0 <br />N <br />Ln <br />I <br />cn <br />X <br />W <br />N <br />CD <br />N <br />3 <br />N <br />co <br />U <br />N <br />O <br />L_ <br />n <br />O <br />N <br />co <br />U <br />A� <br />0 <br />n <br />/ <br />GENERAL NOTES <br />1. UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY AND ARE NOT SHOWN IN <br />THEIR ENTIRETY. CONTRACTOR SHALL NOTIFY UTILITIES A MINIMUM OF 3 DAYS PRIOR TO ANY <br />EXCAVATION FOR FIELD VERIFICATION OF LOCATIONS. THE CLIENT, CITY, AND THE ENGINEER ARE <br />NOT RESPONSIBLE OR LIABLE FOR ANY DAMAGE CAUSED TO EXISTING UTILITIES. <br />2. CLEARING AND GRUBBING SHALL ONLY BE IN THOSE LOCATIONS DIRECTED BY THE ENGINEER <br />AND/OR OWNER. CONTRACTOR SHALL PROTECT ALL TREES, SHRUBS, AND CORRESPONDING <br />ROOT SYSTEMS FROM DAMAGE. ALL WORK WITH POTENTIAL IMPACT ON UN–CLEARED TREES <br />AND/OR SHRUBS SHALL BE COORDINATED WITH THE PROJECT MANAGER AND/OR OWNER. <br />3. CONTRACTOR SHALL NOT DISTURB ANY R/W IRONS. ANY REMOVAL SHALL BE APPROVED BY <br />THE ENGINEER, OTHERWISE THE CONTRACTOR SHALL BE BILLED FOR REPLACEMENT. <br />4. NO TREES OR STUMPS ARE TO BE BURIED ON SITE. CONTRACTOR IS RESPONSIBLE FOR ANY <br />PERMITS FOR DISPOSAL. <br />5. CONTRACTOR TO REPAIR AND RESTORE ANY DAMAGED OR DISTURBED AREAS OF PAVEMENT, <br />CONCRETE, LANDSCAPING, ELECTRICAL, AND AUTOMATIC IRRIGATION, ETC. TO ITS ORIGINAL <br />CONDITION ON ADJACENT PROPERTIES. <br />6. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS WITH UTILITY COMPANIES. <br />UTILITY POLE <br />INV=930.51) <br />15" CMP STM <br />CONTROL - 16263 <br />POINT # <br />TYPE <br />NORTHING <br />EASTING <br />ELEVATION <br />1 <br />NAIL <br />255057.079' <br />459782.258' <br />4 <br />NAIL <br />255657.666' <br />459996.377' <br />5 <br />NAIL <br />255377.169' <br />459706.975' <br />15" STM <br />BENCHMARK <br />TOP NUT ON <br />HYDRANT <br />845.77' <br />HIGHWAY 61 <br />PROJ. N0. AEC <br />– – – – – – 16263 _ <br />JO. DATE REVISIONS DRAFTED BY I DESIGN BY CHECKED <br />\1 l/1V I1\VL <br />P T. #5 <br />ADVANCED ENGINEERING CONCEPTS <br />1360 INTERNATIONAL DRIVE <br />EAU CLAIRE, WI 54701 <br />PH: 715-552-0330 <br />info@rls–aec.com <br />COPYRIGHT 2017 AEC LLC. <br />r <br />LEGEND <br />---- 915 EXISTING MAJOR CONTOUR <br />916 <br />EXISTING MINOR CONTOUR <br />EXISTING PAVEMENT <br />REMOVE EXISTING PAVEMENT <br />EXISTING WETLANDS <br />SAWCUT <br />*UNDERGROUND UTILITY <br />LOCATIONS TO BE <br />VERIFIED BY CONTRACTOR <br />934 <br />EXISTING CONDITION AND DEMOLITION PLAN <br />1 <br />3 <br />3 <br />3 <br />15" STM <br />EX STM INLET <br />RIM=928.34 <br />INV=925.59 <br />EX 15" STM <br />STM 3 <br />EX STM INLET <br />RIM=928.45 <br />JL <br />INV=925.85 <br />I V=922.04 <br />o) � <br />0 15 30 60 <br />EX STM INLET <br />RIM=928.34 <br />INV=925.59 <br />15" <br />�– STM <br />UTILITY POLE <br />WITH LIGHT <br />- ❑H <br />EXISTING <br />GUY WIRE <br />— WTR_ <br />XISTING STM <br />15" RCP <br />HUGO MINI STORAGE <br />HUGO, MN <br />EX STM INLET <br />RIM=928.34 <br />INV=925.59 <br />INV=922.08 <br />86 LF <br />FULL–DEPTH <br />SAWCUT <br />C Fill ilk •■kv, "01-1 111 <br />INV=930.64 <br />DWG NAME <br />16263 PGX <br />EXIST <br />DATE <br />03/2017 <br />no <br />