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NOTES: <br />1. BORE INTO EXISTING SANITARY SEWER MANHOLE. <br />2. CONNECT WITH LINK SEAL. <br />J <br />3. WRAP AROUND INSIDE OF MANHOLE. CONNECT TO INSIDE OF MANHOLE. <br />4. FASTEN TO BENCH WITH STAINLESS STEEL CLAMPS. <br />4. DIRECT FLOW DOWNSTREAM OF MANHOLE. <br />956 <br />TRACER WIR WIRE) <br />N 165744.7, <br />i <br />E442336.8 <br />1 <br />950.1PERTY LINE <br />TOP FM <br />N 165745.5, <br />E442338.3 / <br />- a� $""°PE F=�" <br />PROPERTY LINE e <br />L01 \ <br />1� V <br />LEGEND <br />DESCRIPTION <br />PROPOSED <br />EXISTING <br />BUILDING SETBACK LINE <br />BSBL <br />GARAGE SETBACK LINE <br />PARCEL BOUNDARY LINE <br />DRAINAGE AND UTILITY EASEMENTS <br />— <br />CURB AND GUTTER <br />RIGHT-0E-WAY <br />SAN— SERVICE <br />BACKYARD CATCH BASIN <br />» <br />CATCH BASIN <br />STORM SEWER MANHOLE <br />FIARED END SECTION WIRIP-RAP <br />STORM STUCTURE IABEL <br />CB H3 <br />CB H3 <br />DRAINTILE WICLEAROUTS <br />c�2 - - -0 <br />- - - - - - -- <br />RE LABEL <br />SANITARY SEWER MANHOLE> <br />»�> <br />WATERMAIN <br />— <br />HYDRART <br />_VALVE <br />0 <br />02' 10 \ <br />WLu <br />L1 <br />^ 11 \ <br />LL <br />J W <br />LU <br />of <br />a (as�asl \ <br />1010 <br />1010 <br />1000 <br />- <br />1000 <br />990 <br />0 <br />990 <br />r <br />980 <br />FM­77.7 y` \ 1 \ <br />980 <br />EG <br />F. <br />TA]2.0 <br />2'SD FM MAID' <br />A88.8 <br />970 <br />---------- <br />HGPE FA 75 DFp <br />FM <br />T-985.5 <br />\ _� <br />970 <br />- <br />M <br />T-982.2 FM <br />TAfiO.] <br />ED <br />FM FM _i <br />TA59.1 T95] 2 <br />960 <br />- - <br />------ <br />-� <br />FM BENtl <br />T958] FM <br />960 <br />--•-- ---- - <br />T9569 F <br />MINI <br />------- - -].S DEPIR--- <br />- - SDR tf HDPE <br />Fxq� <br />FM FM-CNCT <br />TA51.1 <br />950 <br />r <br />r <br />T9501 <br />ssanD <br />950 <br />940 <br />940 <br />7+00 6+00 5+00 4+00 <br />3+00 <br />2+00 1+00 <br />0+00 -1+00 <br />50 2115-, 0 21�5--5110 1100 <br />EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAV ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT <br />LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY <br />�_� n-� ❑ ❑ ❑ 0 ■ <br />NO I <br />AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. <br />R ALE IN FEET <br />DRAWING NAME <br />NO. <br />BY <br />I DATE <br />REVISIONS <br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF <br />INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT <br />SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT <br />SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY <br />INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. <br />SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE <br />USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING <br />FROM ILLEGITMATE USE. <br />I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS <br />PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I�EEas <br />AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE <br />LAWS OF THE STATE OF MINNESOTA. <br />/7 �]y 'e'(�Li�/ <br />,J- I� ... I/ / <br />�`�`�LC� <br />W <br />S°RAF <br />o <br />m <br />P`' <br />PAP <br />SATHRE-BERGQUIST, INC. <br />1400025TH AVE N#120 PLYMOUTH, MN. 55447 (952)47G6000 <br />CITY PROJECT NO. <br />--- <br />ORONO, <br />MINNESOTA <br />FORCE MAIN AS -BUILT PLAN <br />LEAF t� FOX STREET <br />ANDERSON REDA <br />FILE NO. <br />36915-001 <br />XXX <br />1 <br />MJV <br />10/09/24 <br />CITY REVIEW COMMENTS- 10/02/24 <br />DRAWN BY <br />2 <br />DLS <br />11/07/2025 <br />AS-BUILTS <br />MJV <br />UP2 <br />U P5 <br />CHECKED BY <br />m „„ <br />GryP <br />Rs <br />DLS <br />DATE <br />DANIEL L. SCHMIDT, P.E. <br />1Date: 09-20-2024 Lic. No. 26147 <br />09-12-24 <br />