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920 <br />915 <br />910 <br />905 <br />900 <br />895 <br />890 <br />895 <br />_1 <br />3 <br />4 6 .. .n. . . . . <br />. . . . . . . . . . . . . . . . . . . . <br />./L{\) <br />EXISITNG GRADE. <br />:(OVER SANITARY). <br />OO©�� <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />. �f© <br />ool�iF� <br />. <br />4201 4200 <br />. <br />. PROPOSED GRADE <br />. <br />. <br />(OVER SANITARY) <br />\ <br />. . . . . . . . : <br />% . <br />. . <br />. . . . . . . . . . . . . . . . . . . <br />. <br />. . <br />. <br />.wW---PROTECT EXISTING . <br />CONNECT TO EXISTING <br />TO' - 10" PVC <br />UTILITIES (INCIDENTAL) <br />SANITARY SEWER <br />:145' - 1D" PVC SANITARY <br />SANITARY SWR <br />'ISOR 35) & 0.21% <br />4" <br />INSULATION <br />.SEWER (SDP 35) 0 0.21% <br />CONNECT TO EXISTING <br />.. <br />lz <br />SANITARY SEWER . <br />0 <br />2 <br />4 <br />920 <br />915 <br />910 <br />905 <br />900 <br />895 <br />890 <br />885 <br />o- <br />SCALE IN FEET <br />0 25 50 <br />LEGEND <br />04 SEWER STRUCTURE <br />%x STRUCTURE NO. <br />EXISTING WATERMAIN <br />(— PROPOSED WATERMAIN <br />—•» — PROPOSED SANITARY SEWER PIPE <br />— >> EXISTING SANITARY SEWER PIPE <br />—FM— PROPOSED FORCE MAIN <br />FM EXISTING FORCEMAIN <br />7E=2===H STEEL CASING PIPE <br />— > PROPOSED STORM SEWER <br />O N Z 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 & RING CAST. (SPEC.) <br />20 RECONSTRUCT SANITARY SEWER <br />STRUCTURE (PAID AS CONSTRUCT <br />DRAIN. STRUCT. DES. SPECIAL 5). <br />3Q SEAL MANHOLE. <br />Q CASTING ASSEMBLY SPECIAL. <br />5Q 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. SWRs. AND FORCE MAINS PRIOR TO <br />CONSTRUCTION (INCIDENTAL). <br />2•THE EX. UTILITIES SHOWN ON THESE PLANS <br />ARE APPROXIMATE. IT IS THE CONTRACTOR'S <br />RESPONSIBILITY TO VERIFY THEIR EXACT <br />LOCATION AND ELEVATION (INCIDENTAL). <br />3.MAINTAIN 18' VERTICAL CLEARANCE BETWEEN <br />SEWER AND WATERMAIN CROSSINGS. <br />4. SEE SANITARY SEWER TAB FOR ALL EXISTING <br />SAN. SWR AND FORCE MAINREMOVAL LENGTHS. <br />5•THE SANITARY SEWER INFRASTRUCTURE ALONG <br />MAIN ST IS PROPOSED TO BE ABANDONED IN <br />2021 BY OTHERS. <br />SECTION KEY MAP sT1 A <br />]93RD AVE <br />SHEET N0. <br />LOCATIONS 570 <br />569 <br />568 <br />SCHOOL ST <br />567 <br />566 <br />565 <br />562 564 <br />MAIN ST 63 <br />561 <br />TH 169 <br />DRAWN BY: MAN-0 I HERETIC CEPTTFY THAT THIS SHEET WAS PHEPAPEE I H 1 b 9 E L K RIVER REDEFINE - STATE PROJECT NO. 7106-87 (TH 169) <br />Dr ME oR UNDER Mr mRECT suPERVls10N AND THAT SIGNATURE: ,,m,-fJ.;,.N& SANITARY SEWER <br />DLSICNED DY: MAN-o I AM A DULY LICENSEE PROFESSIONAL ENGN ER PLANTED NAME: MICMAEL NELSON-OSTROWSNI,PE SANITARY SEWER IMPROVEMENTS <br />WSb F � HFC POND AREA Sheet No. 566 of 1385Sheets <br />CITE <br />GY: JLS UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE: LTC.NO. CITY OF ELK RIVER, MINNESOTA River <br />