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91 <br />910 <br />O E <br />905 <br />PROPOSED GRAI <br />I OVER SANITAR' <br />900 <br />895 <br />EXISTING <br />WATERMAIN <br />890 <br />885 <br />880 <br />0 <br />30- <br />3 ///.// : 1 �3 = ...... <br />O: <br />xa/ a FNxo EXISITNG GRADE <br />_ O. �4102 !!! EXM H-4101 awa OVER SANITARY ) — — — <br />. . . . . PROPOSED GRADE. . <br />IE. . (OVER SANITARY). <br />I). F <br />EX. 6"-PVC X. I.. .. <br />SAN SWR PVC SAN <br />SWR .___—__—_.____�.__�:— <br />. E%. 8" PVC SANITARY SEWER . <br />w 42' - REMOVE SEWER <br />PIPE (SANITARY) <br />. <br />tt <br />4 <br />> 910 <br />905 <br />900 <br />895 <br />890 <br />885 <br />880 <br />SCALE IN FEET <br />0 25 50 <br />TARY SEWER CONTINUES NORTH <br />OF MAPPING LIMITS <br />LEGEND <br />0 H SEWER STRUCTURE <br />XX 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 />4 STEEL CASING PIPE <br />- > PROPOSED STORM SEWER <br />0 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 8 RING CAST. (SPEC.) <br />Q 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 S]ZE OF ALL EX. <br />SAN. SW Rs. AND FORCE MAINS PRIOR TO <br />CONSTRUCTION (INCIDE NT AL ). <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' IVERTCAL CLEARANCE BETWEEN <br />SEWER AND WATERMAN 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 A 5Tl <br />]93RD AVE <br />SHEET NO. <br />LOCATIONS 5T0 <br />569 <br />568 <br />SCHOOL ST <br />567 <br />566 <br />565 <br />562 564 <br />MAIN ST 63 <br />61 <br />TH 159 <br />DRAWN BY: MAN-0 I RERE9Y CERTIFY THAT THIS SHEET WAS PREPARED I H 1 b 9 E L K RIVER R E U E h I N E STATE PROJECT NO. 7106-87 (TH 169) <br />Dr ME oR uNOER Nr DIRECT suPERv]sION AND THAT SICNATURR:��� SANITARY SEWER <br />o ESCGED By: MAN-0I AN A omv LICE MY D PROFESUPE I ENGINEER PR mTFo NAME: ulctiAFL NRLsoN-osTRowsk 1, PR SANITARY SEWER IMPROVEMENTS p <br />THECkED BY: JLS ONDER THE LAWS OF THE STATE OP MINNESOTA. DATE: uC.No. ��� CITY OF ELK RIVER, M NNESOTA �RICCI SALVATION ARMY POND AREA Sheet No. 564 Of 1385 Sheets <br />