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SANITARY SEWER TABULATION (C) <br />0 <br />ALIGNMENT <br />STATION <br />TO STATION <br />DFF SETS <br />DESCRIPTION <br />s <br />- <br />10" PVC <br />PIPE SEWER <br />I1) <br />14" <br />PVC <br />FORCE <br />MAIN <br />(T) <br />20" <br />SPLIT <br />STEEL <br />CASING <br />PIPE 191 <br />c <br />DUCTILE <br />IRON <br />FITTINGS <br />(81 <br />CASTING <br />ASSEMBLY <br />SPECIAL <br />13) <br />ADJUST <br />FRAME <br />N RING <br />CASTING <br />]SPECIAL) <br />CONSTRUCT <br />DRAINAGE <br />STRUCTURE <br />DESIGN <br />SPECIAL 4 <br />12) <br />CONSTRUCT <br />DRAINAGE <br />STRUCTURE <br />DESIGN <br />SPECIAL 5 <br />GUIDE <br />POST <br />TYPE B <br />EACH <br />LIN FT <br />LIN FT <br />LUMP SUN <br />EACH <br />EACH <br />LIN FT <br />LIN FT <br />LIN FT <br />LIN FT <br />SO YD <br />PDUND <br />EACH <br />EACH <br />EACH <br />LIN FT <br />LIN FT <br />EACH <br />GREAT RIVER ENERGY - PARK <br />AND RIDE POND AREA <br />TH 169 NB <br />340+94 <br />75' RT <br />CONNECT TO EXISTING FDRCEMAIN, <br />14"- 22.5 DECREE BEND - HORIZONTAL <br />1 <br />275 <br />TH 169 NB <br />340+94 - 340+92 <br />75' RT - 79' RT <br />14" FDRCEMAIN, <br />]4" - 45 DEGREE BEND - VERTICAL <br />5 <br />2TD <br />TH 169 NB <br />34D+92 - 34D+88 <br />79' RT - 91' RT <br />I <br />- 45 DEGREEEE B14" END EN - VERTICAL ]4" <br />12 <br />CID <br />TH 169 NB <br />340+88 - 340+59 <br />91' RT - 173' RT <br />14" FDRCEMAIN, <br />DEGREE BEND - HDRIZONTAL <br />89 <br />6 <br />2TD <br />TH 169 NB <br />340+59 - 340+62 <br />] 73' RT - 179' RT <br />14" FDRCEMAIN, <br />14" - 45 DEGREE BEND - HORIZONTAL <br />1 <br />7 <br />2T0 <br />TH 169 NB <br />340+94 - 340+62 <br />75' RT - 179' RT <br />EXISTING FDRCEMAIN <br />114 <br />MAIN ST <br />AREA <br />MAIN ST NB <br />211+09 <br />4TO' LT <br />EXMH-4100 <br />910.61 <br />910.61 <br />1 <br />1 <br />MAIN ST NB <br />210+97 <br />62' LT <br />EXMH-4101 <br />906.63 <br />9DG.63 <br />1 <br />1 <br />MAIN ST NB <br />211+OD <br />30' LT <br />4102 <br />906.4T <br />903.21 <br />1 <br />1 <br />T.3 15) <br />MAIN ST NB <br />203+53 <br />9' RT <br />EXMH-4104 <br />B96.03 <br />896.03 <br />MAIN ST NB <br />203+53 - 206+03 <br />9' RT - B' RT <br />EXMH-4104 - EXMH-4105 <br />230 <br />20 <br />MAIN ST NB <br />206+03 <br />8' RT <br />EXMH-4105 <br />901.57 <br />N/A <br />1 <br />MAIN ST NB <br />203+03 - 208+53 <br />B' RT - 14RT <br />EXMH-4105 - EXMH-41 DG <br />250 <br />MAIN ST NB <br />208+53 <br />14' RT <br />EXMH-4106 <br />904.14 <br />N/A <br />1 <br />MAIN ST NB <br />208+53 - 2]]+OZ <br />14' RT <br />EXMH-4106 - EXMH-410T <br />250 <br />MAN 'TB <br />231+DO - 211+C2 <br />30' LT - 14' RT <br />4102 - EXMH-41 07 <br />47 <br />MAIN ST NB <br />211+02 <br />14' RT <br />EXMH-4107 <br />905.87 <br />N/A <br />1 <br />MAIN ST NB <br />211+02 - 213+16 <br />14' RT - 13' RT <br />EXMH-4107 - EXMH-4108 <br />210 <br />MAIN ST NB <br />213+16 <br />13' RT <br />EXMH-4108 <br />905.38 <br />N/A <br />1 <br />MAIN ST NB <br />213+16 - 213+14 <br />13' RT - 19' LT <br />EXMH-4108 - EXMH-4103 <br />34 <br />MAIN ST NB <br />213+14 <br />19' LT <br />EXMH-4103 <br />906. 22 <br />9D6. 13 <br />1 <br />1 <br />MAIN ST NB <br />211+02 - 210+98 <br />14' RT - 84' RT <br />EXMH-4107 - LIMIT <br />30 <br />KFC POND <br />AREA <br />TH 169 NB <br />3T2+35 - 3T0+60 <br />132' RT - 90' RT <br />420D - EXMH-45 <br />180 <br />TH 169 NB <br />370+6D <br />90' RT <br />EXMH-45 <br />912.91 <br />N/A <br />1 <br />TH 169 NB <br />3TO+60 - 370+63 <br />90' RT - 60' RT <br />EXMH-45 - 4202 <br />30 <br />TH 169 NB <br />372+35 <br />132' RT <br />42DO <br />N/A <br />908.00 <br />1 <br />1 <br />1 <br />14.5 <br />1 <br />TH 169 NB <br />372+35 - 372+06 <br />132' RT - 70' RT <br />420D - 4201 <br />70 <br />23 <br />TH 169 NB <br />3T2+06 <br />TO' RT <br />42D1 <br />N/A <br />908.00 <br />1 <br />1 <br />14.8 <br />1 <br />TH 169 NB <br />3T2+06 - 370+63 <br />70' RT - 60' RT <br />4201 - 4202 <br />145 <br />TH 169 NB <br />3T0+63 <br />60' RT <br />4202 <br />N/A <br />910.00 <br />1 <br />1 <br />1 <br />IT <br />1 <br />SCHOOL ST <br />AREA <br />NESCHOOLCONN <br />500+49 <br />28' RT <br />43DO <br />922.38 <br />932.51 <br />1 <br />1 <br />14.2 (5) <br />EBSCHODL <br />311+88 <br />5' LT <br />43D1 <br />932.63 <br />933.97 <br />1 <br />1 <br />5.4 15) <br />NESCHOOLCONN <br />500+08 <br />1' RT <br />4302 <br />922.95 <br />932.25 <br />1 <br />1 <br />13.3 (5) <br />SESCHODL <br />408+77 <br />57' RT <br />4303 <br />909.19 <br />918.62 <br />1 <br />1 <br />13.5 (5) <br />SESCHODL <br />405+77 <br />44' RT <br />4304 <br />907.74 <br />907.99 <br />1 <br />1 <br />NOISE WALL <br />2 AREA <br />TH 169 NB 401+OD 86' RT I 44D0 932.04 F936. 99 <br />1 <br />1 <br />9.0 16) <br />EVANS PLACE ST NW / FREEPORT ST NN / 193RD AVE NW <br />TH 169 NB - TH 169 SB <br />416+17 TO 516+27 <br />151' RT - 163' LT <br />EXMH-4500 - EXMH-4501 (EX 12"PVC ) <br />32 <br />193RD NB <br />1614+51 <br />39' LT <br />EXMH-460D <br />946.64 <br />947.tO <br />1 <br />1 <br />]93RD NB <br />1614+56 <br />12' RT <br />4601 <br />945.50 <br />1 947.46 <br />1 <br />1 <br />6.0 15) <br />SANITARY SEWER <br />BYPASS <br />1 <br />TDTAL <br />5 <br />1261 <br />114 <br />1 <br />2 <br />2 <br />20 <br />215 <br />113 <br />32 <br />29 <br />1355 <br />15 <br />10 <br />5 <br />4T <br />69 <br />3 <br />NOTES: <br />I I) SDR 35 (6) RECONSTRUCTION OF EX. SANITARY SEWER MANGLE, INLCUDES RENDVAL OF 1' OF TOP SLAB DF STRUCTURE, SEE CITY OF ELK RIVER STANDARD PLATE 4DO1. <br />(2) 413" DIAMETER SANITARY SEWER (CITY OF ELK RIVER STANDARD PLATE NO. 40001. (7) ANWA C-905 DR25. <br />(3) SEE SHEET 560 FDR MDRE INFDRMATION. IB) HEIGHT IN POUNDS PER AWNA C-11D. <br />(4) FOR SANITARY SEWER BYPASS. 19) CONNECT TO EXISTING STEEL CASING, BLOW FULL OF SAND AND BULKHEAD (INCIDENTAL). <br />(5) RECONSTRUCTION OF EX. SANITARY SEWER MANOLE, INLCUDES RENDVAL OF 4' ECCENTRIC CDNE AT TOP OF EX. STRUCTURE. SEE CITY DF ELK RIVER STANDARD PLATE 40DO. (C) IO02. CITY OF ELK RIVER FUNDS. <br />DRAWN BY: MAN-o I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED TH 169 E L K RIVER REDEFINE STATE PROJECT NO. 7106-87 TH 1611 <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT SIINATORE: 1 SANITARY SEWER IMPROVEMENTS SANITARY SEWER <br />DESIGNED BV: MAN-0 I AM A DULY LICENSED PROFESSIONAL ENGINEER PRINTED NAME: MICHAEL NELSON-OSTROWSHI,PE//��� p p <br />CHECkEO BY: JLS UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE: 1210112021 Ill. NO. 11110 " " s CITY OF ELK RIVER, MINNESOTA R1VeC TABULATION Sh88t N0. 55J Of 13D5 Sheets <br />