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L6 <br />0 <br />N <br />0 <br />0 <br />MATCHLINE SEE TOP RIGHT <br />935 <br />SCHOOL ST W/B <br />A o <br />MATCHLINE SEE BOTTOM LEFT <br />4302 . y�uu <br />I S 1�/. <br />930 <br />- <br />\ . <br />930 <br />./ <br />�PROPOSED GROUND <br />(OVER SANITARY) <br />PROPOSED j. <br />STORM SEWER <br />925.E <br />_ <br />- <br />_ <br />EXISTING GROUND n <br />° <br />TO BE REMOVED .N <br />OTHERS <br />925. . <br />920 <br />-j - <br />c�iri-xa ,i. <br />4303 2 q <br />- (OVER SANITARY) o <br />.. -F� <br />wa <br />�BY <br />920. <br />.3 <br />z. <br />o <br />SANITARY=E�=R� <br />o <br />EX. 10° pVC <br />915 <br />915 <br />910 <br />. . . . . . . <br />. . . . . . . . . . . . . A <br />........... <br />................ ............ <br />910 <br />SEWER'EX. 1090 <br />pCANI-SE <br />9D5ITARY <br />. . <br />900 <br />xmm o <br />w <br />x o 0 o W <br />. . . . . . . . . . . . . . . <br />900 <br />. . . . . . . <br />. . . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . <br />895 <br />0 1 <br />2 3 <br />4 5 <br />SCALE IN FEET <br />0 25 50 <br />LEGEND <br />04 SEWER STRUCTURE <br />%% STRUCTURE NO. <br />EXISTING WATERMAIN <br />I— PROPOSED WATERMAIN <br />-•» — PROPOSED SANITARY SEWER PIPE <br />- >> EXISTING SANITARY SEWER PIPE <br />—FM— PROPOSED FORCE MAIN <br />FM EXISTING FDRCEMAIN <br />H� STEEL CASING PIPE <br />— PROPOSED STORM SEWER <br />O M 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 8 RING CAST. (SPEC.) <br />Q RECONSTRUCT SANITARY SEWER <br />STRUCTURE (PAID AS CONSTRUCT <br />DRAIN. STRUCT. DES. SPECIAL 5). <br />30 SEAL MANHOLE. <br />qQ 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. SWR.. AND FORCE MAINS PRIOR TO <br />CONSTRUCTION (INCIDENTAL). <br />2.THE EX - <br />IUTLITIES SHOWN ON THESE PLANS <br />ARE APPROX MATE. 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. 5 W R <br />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 A n1 <br />]93RD AVE <br />SHEET NO. <br />LOCATIONS 570 <br />569 <br />568 <br />SCHOOL ST <br />567 <br />566 <br />565 <br />562 564 <br />MAIN ST 563 <br />61 <br />TH 169 <br />DRAWN BY: MAN-0 I HEREBY CEPTIFY THAT THIS SHEET WAS PREPAPED q&I H 1 b 9 E L K RIVER R E U E F I N t STATE PROJECT NO. 7106-87 (TH 169) <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT SICK ATURE:-(/,,y,$e SANITARY SEWER <br />DESIGNED DY: MAN-o I AM A ouLY LICENSEP PROFESSIONAL ENCTNFER PwNTEo NAME: MICAAEL NELSON-OSTROWSNI, PE SANITARY SEWER IMPROVEMENTS y <br />CITE <br />Bv: JLS UNDER THE LAWS of THE STATE OF MINNESOT A. DATE: ucNO. " " sb CITY OF ELK RIVER, MINNESOTA �kti DODGE AVE Nw & SCHOOL ST NW INTERCHANGE Sheet N0. 568 Of 1385 Sheets <br />