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-------------- ' <br />o � - <br />a <br />ane- o a I <br />HE ane-d a e- 4 d ne-d I m <br />CONNECT TO EXISTING FORCE MAIN ane-d <br />mane-d tl 914" - 22.5 DIP BEND - HORIZONTAL <br />a SEE SPECIAL PROVISIONS FOR ALLOWABLE s-# <br />TIMEFRAME TO COMPLETE THE CONNECT TO <br />\\\V EXISTING FORCE MAIN Fill '-89' -`4'/ PVC FORCE MAIN <br />V V 114' - REMOVE FORCE MAIN <br />d IF HE Wd— <br />� LL <br />5' - 14" PVC FORCE MAIN <br />CONNECT TO EXISTING FORCE MAIN <br />uo FuN 14" - 45° DIP BEND - HORIZONTAL <br />0 14' - 45 DIP BEND VERTICAL `\ \ \SEE SPECIAL PROVISIONS FOR ALL CIA BLEi <br />TIMEFRAME TO COMPLETE THE CONNECT TO <br />© ♦% d d I- - 14" PVC FORCE MAIN - " # / a \ -C EXIST ING FORCE MAIN_ <br />14" 45 DIP BEND VERTICAL i \ 7 14" PVC FORCE MAIN <br />/ e_ _ y s a'na-d — - Y / /�45° DIP BEND - HO <br />IIII 1' J- _ <br />I Rj!I�JZONTAL <br />O <br />m I il' O M <br />a <br />LL <br />� o I / / _ <br />III \ I\\ ¢ TH 169 NB <br />\\S\ 6T T 169 SB PARK AND RIDE POND o I <br />I/ <br />915 <br />. ............................................................................................ ..... <br />910 910 <br />. .................:............................................................:............. ..... <br />90s 905 <br />. ............................................................................................. ..... <br />. PROPOSED GROUND . <br />OVER FORCEMAIN)EXISTING GROUND <br />900 (OVER FDRCEMAIN) 900 <br />. ... ......................... ............. ................................................ ..... <br />895 4" INSULATION 895 <br />... .... ...: .—.— —. <br />890 EXISTING . . . . . . . . . . . . . . . . . . . . . . . . EXISTING . . . . . . . . . 890 <br />14" PVC 164' - 30" STEEL CASING , <br />FORCEMAIN 14" PVC FDRCEMAIN (SDR 26 C-905)' _ 14" - 45° DIP BEND - HORIZONTAL <br />DR 26 C-905)_ -----------�---- -�-� 1 .INV. 682.11 <br />88$ �_. _ — _. 89' - 14" PVC 88$ <br />FORCE MAIN. . <br />CONNECT TO EXISTING FDRCEMAIN N :C ONNECT TO EXISTING FDRCEMAIN, INV. ELEV. 882.22 <br />14" - 22.5 ° DIP BEND - HORIZONTAL, INV. ELEV. 885.83 — 14" - 45° DIP BEND - HORIZONTAL <br />14" PVC FORCE MAIN 1 <br />88O JJ 14" 45- DIP BEND, INV. ELEV. 885.83 880 <br />'12' - 14" PVC FORCE MAIN :7' -14" PVC FORCE MAIN <br />.an _ 14" - 45 ° DIP BEND - VERTICAL, INV. 681.00: . <br />875 875 <br />0 W 1 2 4 <br />www 3 a <br />SCALE IN FEET <br />0 25 50 <br />LEGEND <br />O H SEWER STRUCTURE <br />XX STRUCTURE NO. <br />EXISTING WATERMA]N <br />I— PROPOSED WATERMA]N <br />- >> — PROPOSED SANITARY SEWER PIPE <br />- >> EXISTING SANITARY SEWER PIPE <br />—FN— PROPOSED FORCE MAIN <br />FM EXISTING FORCE MAIN <br />-E:Z2==F STEEL CASING PIPE <br />- > PROPOSED STORM SEWER <br />O N PROPOSED STORM SEWER MANHOLE/CB <br />-- — EXISTING RIGHT OF WAY <br />PROPOSED RIGHT OF WAY <br />---- PERMANENT EASEMENT <br />TEMPORARY EASEMENT/ORDERS <br />O ADJ. FRAME & RING CAST. (SPEC.) <br />(1) RECONSTRUCT SANITARY SEWER <br />STRUCTURE IPAID AS CONSTRUCT <br />DRAIN. STRUCT. DES. SPE C]AL 5). <br />( SEAL MANHOLE. <br />0 CASTING ASSEMBLY SPECIAL. <br />e REMOVE MANHOLE. <br />© CONSTRUCT SANITARY SWR STRICT. <br />(PAID A CONSTRUCT DRAINAGE <br />STRUCT. DESIGN SPECIAL 4). <br />WITH GUIDE POST TYPE B. <br />1.VERIFY LOCATION AND SIZE OF ALL EX. <br />SAN. SWRs. AND FORCE MAINS PRIOR TO <br />CONSTRUCT]DN IINC]DEN TAL I. <br />2.THE EX. UTILITIES SHOWN ON THESE PLANS <br />ARE APPROX]MATE. IT IS THE CONTRACTOR'S <br />RESPONSI B IF I TY 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 MAINREMOVAI 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 571 <br />193RD 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 />DRAW�111LIl ]HEREBY CERTIFY THAT THIS SHEET WAS PREPARED �� ��� Ili 1b9 ELK RIVER REDEFINE SANITARY SEWER STATE PROJECT NO. 7106-87 (TH 169) <br />Hr ME OR UNDER Mr DIRECT suFLSOSION AND THAT sICNATURE: SANITARY SEWER IMPROVEMENTS DESIIAM ADDLY LICENSCD PROFESSIONAL ENG]NEER PRINTED NAME: MICHAEL NELSON-OSTROWSNIPEuNDLR THE LAWS OF THE STATE of MINNLsoTA. DA,E: uc.No. WS CITY OF ELK RIVER, MINNESOTA �Akiver PARK AND RIDE POND ARLn Sheet N0. 561 Of 1385 SI186tS <br />