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a <br />Ln <br />0 <br />N <br />Ln <br />I <br />cn <br />X <br />W <br />N <br />C� <br />n <br />NO <br />ro <br />N <br />O <br />3 <br />N <br />co <br />U <br />N <br />O <br />L- <br />n n <br />co <br />L2 <br />O <br />N <br />U <br />O <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 />19 ' <br />i <br />lk 4 4 <br />EXISTING <br />GUY WIRE TRdL 4 ' <br />m <br />PT. #4 <br />N,VS <br />' NVS , <br />NVSNVS NVS <br />SAN MH 4 . i <br />, ,RIM=928'91 - <br />IV= 11.1 r--�_ _�_ _-r�- -�_ _-_�-_-_-_-_-_,_._ _-_._ _,_ _-. . . _._ -_-_ _ <br />U TI L�TY P OL / <br />• 4 • <br />' ' 928 ' <br />o <br />o' <br />• • '4 ' <br />i <br />0 <br />Z, <br />0 <br />m ' <br />C6- <br />c)- o <br />o n <br />C3 <br />UTILITY POLE <br />INV=930.51 <br />15" CMP STM <br />VI <br />I <br />Z <br />INV=930.41 <br />t <br />WTR <br />CONTROL - 16263 <br />POINT # <br />TYPE <br />NORTHING <br />EASTING <br />ELEVATION <br />1 <br />NAIL <br />255057.079' <br />459782.258' <br />WETLANDS <br />4 <br />NAIL <br />255657.666' <br />459996.377' <br />5 <br />NAIL <br />255377.169' <br />459706.975' <br />BENCHMARK <br />TOP NUT ON <br />HYDRANT <br />845.77' <br />EXISTING WATER SURFACE <br />ELEV=924.40 <br />PROPERTY BOUNDARY <br />NVS NV NVS NV`sNVS Nv7s <br />EXISTING EX SAN MH EXISTING TREES <br />WETLAND RIM=929.59 <br />- - - - <br />INV------------------------------ - 9 6 <br />. 2_- ----------------------------------------- - - - - - - - - - - - - - - -------- <br />g2g SANITARY <br />SEWER EASEMENT <br />-PROPERTY BOUNDARY <br />- N� NH G H H <br />WTR WTR WTR <br />100 YEAR FLOOD ELEVATION=930.0 <br />UTILITY <br />POLE <br />G G <br />WT R <br />LEGEND <br />---- 915 EXISTING <br />MAJOR CONTOUR <br />916 EXISTING <br />MINOR CONTOUR <br />EXISTING <br />PAVEMENT <br />REMOVE <br />EXISTING PAVEMENT <br />EXISTING <br />WETLANDS <br />SAWCUT <br />*UNDERGROUND UTILITY <br />LOCATIONS TO BE <br />VERIFIED BY CONTRACTOR <br />i <br />NVS NVS " <br />EX SAN MH <br />RIM=928.76 <br />INV=913.76 <br />- - ------------------------------------- ---------------------- <br />EXISTING <br />- - - --------------- <br />EXISTING 8" SANITARY <br />/-UTILITY POLE <br />1 <br />3 <br />3 <br />15" STM EX STM INLET <br />RIM=928.34 <br />EX STM INLET INV=925.59 <br />RIM=928.34 <br />INV=925.59 Cl/- 15" <br />EX 15" STM STM 3 STM <br />EX STM INLET EX STM INLET <br />RIM=928.45 RIM=928.34 <br />INV=925.85 IINV=925.59 <br />INV=922.04 0, C�- <br />3 INV=922.08 <br />9251 <br />11 - - - <br />925 _�* <br />N ;EX SAN MH <br />r RIM=929.31 <br />INV= 914.51 <br />36" RCP-_- 3 <br />REMOVE <br />82 LF <br />CURB <br />REMOVE <br />EXISTING <br />PAVEMENT <br />CONTROL <br />P T. #1 <br />EXISTING GRAVEL DRIVEWAY <br />TO BE REMOVED <br />EXISTING UTILITY POLE TO <br />E RELOCATED BY OTHERS <br />N n H 11H 932 PROPE <br />G G G G <br />'_ CONTROL <br />HIGHWAY 61 PT. #5 <br />PROJ. N0. AEC <br />- - - 16263 _ <br />AFTED BY I DESIGN BY CHECKED <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 />934 <br />EXISTING SIGN' <br />TELEPHONE <br />an <br />BOUNDARY �/❑ <br />L G <br />W <br />10 86 LF <br />FULL -DEPTH <br />Z SAWCUT <br />3 <br />:71 /' Z <br />L Lo a <br />�Q 3 <br />o REMOVE <br />z CURB CUT <br />D <br />'o <br />I � 1 <br />Q� / <br />0 / 3 <br />BENCHMARK <br />UTILITY POLE <br />WITH LIGHT <br />11 <br />3 <br />EXISTING <br />GUY WIRE <br />WTRWTR <br />EXISTING CONDITION AND DEMOLITION PLAN <br />HUGO MINI STORAGE <br />HUGO, MN <br />INV=930.64 <br />DWG NAME <br />16263 PGX <br />EXIST <br />DATE <br />03/2017 <br />