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�II v <br />i <br />I 1 <br />� dT <br />I SCALE IN FEET <br />I <br />O 25 ®O <br />6 LEGEND <br />II Q N SEWER STRUCTURE <br />EXMH-4203 ;. 4 4202 XX STRUCTURE NO. <br />II Fn EXISTING WATERMAIN <br />3 I— PROPOSED WATERMAIN <br />q 5g• — •» — PROPOSED SANITARY SEWER PIPE <br />p 51' <br />4 _ I 5 — » EXISTING SANITARY SEWER P]PE <br />c —FM_ <br />PROPOSED FORCE MAIN <br />EXISTING FDRCEMAIN <br />REMOVE 30' SEWER <br />--� E <br />_ I EXMH-45 PIPE (SANITARY) STEL CASING PIPE <br />_ PROPOSED STORM SEWER <br />F-BI 0 N Z PROPOSED STORM SEWER MANHOLE/CB <br />>'60q p eu a ----- EXISTING R]GHT OF WAY <br />CL TH 169 SB TH 169 NB I PROPOSED RIGHT OF WAY <br />— PERMANENT EASEMENT <br />TEMPORARY EASEMENT/ORDERS <br />O Q ADJ. FRAME & RING CAST. (SPEC.) <br />O M 20 RECONSTRUCT SANITARY SEWER <br />a STRUCTURE (PAID AS CONSTRUCT <br />r-� DRAIN. STRUCT. DES. SPECIAL 5). <br />SEAL MANHOLE. <br />� I qQ CASTING ASSEMBLY SPECIAL. <br />920 5 920 50 REMOVE MANHOLE. <br />EXMH-45 © CONSTRUCT SANITARY SWR STRUCT. <br />(PAID AS CONSTRUCT DRAINAGE <br />EXISIT NG GRADE STRUCT. DESIGN SPECIAL 4). <br />915 0 (OVER SANITARY) 915 WITH GUIDE POST TYPE B. <br />zb 3 4 6 ... NOTES <br />. J F _ .— __ 1.VERIFY LOCATION AND SIZE OF ALL E%. <br />EXMH-42O3 _ SAN. SWRs. AND FORCE MAINS PRIOR TO <br />910 4202 910 CONSTRUCTION I]NC (DENTAL ). <br />. . �. ? a� . . . . . . . . . . . . . . 2.THE EX• UT IL]T]ES SHOWN ON THESE PLANS <br />ARE APPROXIMATE. IT IS <br />THE CONTRACTOR'S <br />RESPDNSIB IL ]TY TO VER]FY THEIR EXACT <br />j LOD T]ON AND ELEVATION IINCIDE NTAL ). <br />905 _ _ _ _ _ _ _ _ _ _ _ �. _ _ _ _ _ _ _ _ m '" .\ _ _ _ 905 3.MAINTAIN 18" VERTICAL CLEARANCE BETWEEN <br />_ _ _ _ _ _ _ SEWER AND WATERMAIN CROSSINGS. <br />3 w u 4.SEE SANITARY SEWER TAB FOR ALL EXISTING <br />SAN. SW AND AND FORCE MAINREM OVAL LENGTHS. <br />o 5.THE SANITARY SEWER ]NF RASTRUCTURE ALONG <br />900 a 900 MAIN ST IS PROPOSED TO BE ABANDONED IN <br />xw <br />w w. 2021 BY OTHERS. <br />5 . . . . . . . . w . . . . :� . . SECTION KEY MAP A nI <br />193R0 AVE <br />= 895 a . PROPOSED GRADE 895 SHEET NO. <br />_ LOCATIONS STO <br />a (OVER SANITARY) . <br />3 $9O — EX. 1SD LIN FT - STEEL CASING 569 <br />. , . , . : : : . : . : L — EX. 12" PVC SANITARY SEWER - - - EX. 12" PVC SANITARY SEWER REMOVE 30' SEWER: 890 <br />PIPE (SANITARY) 568 <br />CDNNECT TO EXISTING SCHOOL ST <br />'u .SHS wmm. SANITARY SEWER. 885 5666 <br />565 <br />562 564 <br />$SO S$O MAIN ST 563 <br />3 <br />9 10 11 12 13 561 <br />TH 169 <br />J <br />i DRAWN By: MAN-0I HEREBY CCRnEY THAT THIS SHEET WAS PREPARED SIGNATURE: TH 169 E L K RIVER R E D E F I N E STATE PROJECT N0. 7106-87 (TH 169) <br />Dr ME OR UNDER Mr DIRECT SUPERVISION AND THAT SANITARY SEWER IMPROVEMENTS SANITARY SEWER <br />DESIGNED BV: MAN-0 I AM A OD LY LICENSED PROFESSIONAL ENGINEER PRINTED NAME: MICHAEL NELSON-OSTROWSMI,PE pp <br />CHECKED BY: JLS UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE: LTC.NO. �� CITY OF ELK RIVER, MINNESOTA �Ricei TH 169 - KFC POND AREA Sheet N0, ��� Of 13D55h88tS <br />