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915 <br />910 <br />905 <br />900 <br />895 <br />890 <br />885 <br />880 <br />875 <br />..o <br />PIPE SEWER PLUG IN MANHOLE. <br />. <br />o <br />u . <br />. ....... .(BY OTHERS IN 202D)................ <br />.EXISTING GROUND. <br />- xO <br />20' - PLUG FILL AND ABANDON PIPE SEWER . <br />ON <br />(AT CONSTRUCTILIMIT) <br />- <br />.( OVER SANITARY). <br />IBL OABANDON PIPE SEWER WITH SAND) <br />,EXMH-4106. <br />F IF IELW D VERIFY) <br />EXMH-4105 <br />. <br />PROPOSED GROUND <br />iv�imw. <br />- <br />. <br />. .(OVER SANITARY) <br />EXMH-4104 <br />'. <br />SANITARY SEWER— <br />�..—.-r. --.�.� _ <br />EX. B" VCP SANITARY SEWER. <br />. <br />.—. <br />o. EX. 6..VCP SANITARY SEWER <br />._ T — . <br />TT' - REMOVE SEWER <br />. . . . . . . <br />. . . . . . . . . . <br />. . . . . . . . <br />. . . . PIPE [SANITARY!. <br />- <br />EX PT' <br />8 <br />250' - REMOVE SEWER . <br />PVC <br />.PIPE (SANITARY). <br />. .SAN. SWR. <br />. . . . . . . . 230' - REMOVE SEWER <br />. . . . . <br />B" VCP. ... ... <br />. <br />PIPE (SANITARY) <br />81, VCR <br />. <br />.3 <br />x <br />> SCALE IN FEET <br />) <br />. W 0 25 50 <br />l Z <br />1 � <br />J <br />2 <br />U <br />1 � <br />LEGEND <br />O M SEWER STRUCTURE <br />XX STRUCTURE NO. <br />EXISTING WATERMAIN <br />I— PROPOSED WATERMAIN <br />- >> — PROPOSED SANITARY SEWER PIPE <br />- >> EXISTING SANITARY SEWER PIPE <br />—FY— PROPOSED FORCE MAIN <br />FM EXISTING FORCEMAIN <br />STEEL CASING PIPE <br />- > PROPOSED STORM SEWER <br />0 N ® PROPOSED STORM SEWER MANHOLE/CB <br />EXISTING RIGHT OF WAY <br />PROPOSED RIGHT OF WAY <br />PERMANENT EASEMENT <br />TEMPORARY EASEMENT/ORDERS <br />Q ADJ. FRAME 8 RING CAST. (SPEC.) <br />2Q RECONSTRUCT SANITARY SEWER <br />STRUCTURE (PAID AS CONSTRUCT <br />DRAIN. STRUCT. DES. SPECIAL 5). <br />3Q SEAL MANHOLE. <br />qQ CASTING ASSEMBLY SPECIAL. <br />Q REMOVE MANHOLE. <br />© CONSTRUCT SANITARY SWR STRUCT. <br />(PAID AS CONSTRUCT DRAINAGE <br />STRUCT. DESIGN SPECIAL 4). <br />WITH GUIDE POST TYPE B. <br />NOTES <br />1.VERIFY LOCATION AND SIZE OF ALL EX. <br />SAN. SWR.. AND FORCE MAINS PRIOR TO <br />CONSTRUCTION (INCIDENTAL). <br />2.THE EX. UTILITES SHDWN ON THESE PLANS <br />ARE APPROXMATE. IT IS THE CONTRACTOR'S <br />RESPONSIBILITY TO VERIFY THEIR EXACT <br />LOCATION AND ELEVATION (INCIDENTAL). <br />3. MAINTAIN 18" VERTICAL CLEARANCE BETWEEN <br />M SEWER AND WATERMAIN CROSSINGS. <br />A'SEE SANITARY SEWER TAB FOR ALL EXISTING <br />SAN. SWR AND FORCE MAINREMOVAL LENGTHS. <br />On S.THE SANITARY SEWER INFRASTRUCTURE ALONG <br />F- LLI MAIN ST IS PROPOSED TO BE ABANDONED IN <br />LL] Z 2021 BY OTHERS. <br />= J SECTION KEY MAP A sTl <br />(� = I93RD AVE <br />U SHEET NO. <br />Ld F- LOCATIONS 5T0 <br />wa <br />Ln s <br />569 <br />560 <br />SCHOOL ST <br />567 <br />566 <br />65 <br />562 564 <br />MAIN ST 563 <br />61 <br />TH 159 <br />DRAWN BY: MAN-0 ] HEREBY CERTIFY THAT THIS SHEET WAS PREPARED I H 1 b 9 E L K RIVER REDEFINE STATE PROJECT NO. 7106-87 (TH 169) <br />BY ME OR UNDER MY DIRECT SUPERV]SION AND THAT SICN ATURE:-(/,,y,$e SANITARY SEWER <br />CES]GNED BY, MAN-0 ] AM A DU LY LICENSEE PROFESSIONAL ENGINEER PRINTED NAME: MICHAEL NELSON-OSTROWSNI,PE SANITARY SEWER IMPROVEMENTS _ <br />CITE <br />BY: JLS UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE: 1212112021 uGND. '_0 �� CITY OF ELK RIVER, MINNESOTA �IlilVe[ TH 169 - MAIN ST Sheet No. 562 of 1385 Sheets <br />