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P E R K I N PHASE TWO - NETWORK C STORM SEWER TABLE PHASE ONE - NETWORK A STORM SEWER TABLE + W I L CONCRETE WEIR. WEIR TO BE SEWER STRUCTURE TABLE SEWER STRUCTURE TABLE ATTACHED TO INSIDE WALL OF MANHOLE AND SEALED TO STRUCTURE NEENAH STRUCTURE NEENAH 84 10th St.South STRUCTURE RIM INVERT STRUCTURE RIM INVERT PREVENT SEEPAGE. DIMENSION CASTING PIPE LENGTH, DIAMETER, SLOPE & NEXT UPSTREAM STRUCTURE DIMENSION CASTING PIPE LENGTH, DIAMETER, SLOPE & NEXT UPSTREAM STRUCTURE ID (INCHES) TYPE ELEVATION ELEVATIONS) ID (INCHES) TYPE ELEVATION ELEVATIONS) Suite200 MANHOLE STEPS SHALL BE PLACED ON Minneapolis,MN 55403 THE DOWNSTREAM SIDE FOR ALL LINES N = 946.90 24 L.F. OF 36'' RCP @ 0.00%, STRM #C2 STRM #AI 48" MH R-1733 NA E = 947.15 135 L.F. OF 12' RCP @ 1.00%, STRM #A2 t612.851.5000 of UP TO 36" DIAMETER PLACE STEPS ON STRM #CI 60" MH R-3067 960.65 NE = 946.90 12 L.F. OF 6" HDPE @ 0.00%, STRM #C3 f612.851.5001 6" PVC DRIAN TILE. RIGHT HAND SIDE WHEN FACING W _- 948.50 -------- www.perkinswill.com DOWNSTREAM FOR ALL LINES OVER 36" STRM #C2 TANK CONNECTION NA NA S = 946.90 -------- STRM #A2 60" WEIR MH R-1733 961.40 S = 951.00 56 L.F. OF 30' RCP @ 0.00%, STRM #A3 SW = 948.50 12 L.F. OF 6" HDPE @ 0.00%, STRM #A4 CONSULTANTS STRM #C3 45 DEGREE BEND NA NA SW = 946.90 -------- N = 946.90 15 L.F. OF 6" HDPE @ 0.00%, STRM #C4 STRM #A3 TANK CONNECTION NA NA N = 951.00 -------- civwsTRUCTURAL flow STRM #C4 DRAIN TILE CONNECTION NA NA S = 946.90 -------- NE = 948.50 -------- REFER TO SEWER TABLE ON STRM STRM #A4 45 DEGREE BEND NA NA S = 948.50 48 L.F. OF 6" HDPE @ 0.00%, STRM A5 UTILITY PLAN FOR CASTING SIZE � #C5 TANK CONNECTION NA NA E = 950.50 56 L.F. OF 24'' RCP @ 1.01%, STRM #C6 # BKBM AND STYLE. STRM #A5 DRAIN TILE CONNECTION NA NA = 948.50 - W = 951.06 IN PLAN STRM #C6 60'' MH R-3067 959.20 IN = 951.06 44 L.F. OF 24'' RCP @ 1.00%, STRM #C7 STRM #A6 TANK CONNECTION NA NA IN = 954.30 82 L.F. OF 12" RCP @ 1.00%, STRM #A7 ENGINEERS CONCRETE ADJUSTMENT RINGS ALLOWED. S = 952.06 78 L.F. OF 12'' RCP @ 1.00%, STRM #CI I r 6" PRECAST REINFORCED S = 955.12 RIM ELEVATION CONCRETE MANHOLE SLAB STRM #C7 48" MH R-3067 959.20 S = 951.50 STRM #A7 60'' SUMP MH R-1733 960.95 NW = 955.12 28 L.F. OF 12" RCP @ 1.00%, STRM #A8 . 961.77 NW = 951.50 33 L.F. OF 24'' RCP @ 1.02%, STRM #C8 E = 955.12 45 L.F. OF 12" RCP @ 1.00%, STRM #A9 5930 Brooklyn Boulevard ______ _ _ ________ Minneapolis, MN 55429-2518 12" WIDE POLYPROPYLENE (ASTM SE - 951.84 STRM #A8 24"x36" CB R-3067 960.50 SE - 955.40 2146) ENCASED MANHOLE STEPS STRM #C8 48'' MH R-3067 959.25 W = g51.84 100 L.F. OF 18" RCP @ I.00%, STRM #C9 (763) 843-0420 Fax: (76uu 843-0 o2m CONFORMING TO ASTM C-487 STRM #A9 24%36" CB R-3067 960.00 W = 955.57 (M.A.EQUAL PS-I-PF) OR STRM #C9 48'' MH R-3067 960.75 E = 952.84 W = 952.84 100 L.F. OF 18'' RCP @ 1.00%, STRM #C 10 STRM #A 10 TANK CONNECTION NA NA E = 954.25 21 L.F. OF 15'' RCP @ 1.00%, STRM #A I I WEIR OVERFLOW 601, REINFORCED PRECAST CONCRETE ELEV. 954.40 MANHOLE SECTIONS SHALL STRM #C 10 24"x36" CB R-3067 962.25 E = 953.84 -------- STRM #A 1 1 60" SUMP CB R-3067 958.95 W = 954.46 MICHAUD COOLEY CONFORM TO ASTM C478 E = 954.46 20 L.F. OF 12' RCP @ 1.00%, STRM #Al2 ERICKSON STANDARDS STRM #CII 24%36" CB R-3067 959.33 IN = 952.84 0 333 SOUTH SEVENTH STREET,SUITE 1200 10 ALL JOINTS IN MANHOLE TO „ STRM #A 12 48" MH R-3067 959.00 W = 954.66 MINNEAPOLIS,MN 55402 HAVE $'0$$ RING RUBBER STRM #C12 TANK CONNECTION NA NA W = 947.25 20 L.F. OF 36 RCP @ 1.00%, STRM #C13 E = 954.66 24 L.F. OF 12' RCP @ 1.00%, STRM #A13 GASKETS. www.michaudcooley.com E = 947.45 -------- W = 954.90 -------- PIPE SHALL BE CUT OUT FLUSH STRM #C 3 72'' MH R-1733 964.86 S = 947.45 225 L.F. OF 36'' RCP @ 1.00%, STRM #C 14 STRM #A 13 48" MH R-3067 959.00 E = 954.90 20 L.F. OF 12" RCP @ 1.00%, STRM #A 1 4 P:612.339.4941 INLET INVERT ELEVATION WITH INSIDE FACE OF WALL 950.50 OUTLET INVERT ELEVATION N = 949.69 -------- STRM #A 14 24%36" CB R-3067 958.90 W = 955.10 6" PVC DRAIN TILE 948.50 STRM #C14 72" MH R-3067 962.25 S = 956.58 52 L.F. OF 8" PVC @ 1.00%, STRM #C33 INVERT ELEVATION IN TILE a W = 949.69 87 L.F. OF 36'' RCP @ 1.00%, STRM #C 15 STRM #A 15 TANK CONNECTION NA NA E = 951.32 37 L.F. OF 24'' RCP @ 1.00%, STRM #A 16 g" a MINIMUM SLAB THICKNESS, 6" E = 956.30 82 L.F. OF 15'' RCP @ 2.00%, STRM #C27 FOR 14' DEPTH. INCREASE W = 951.69 -------- SECTION THICKNESS 1" FOR EVERY 4' E = 950.56 -------- STRM #A16 72" SUMP CB R-3067 957.90 SE = 951.69 58 L.F. OF 18" RCP @ 1.00%, STRM #A17 OF DEPTH GREATER THAN 14'. STRM #C15 60" MH R-3067 962.25 W = 950.56 14 L.F. OF 36'' RCP @ 1.00%, STRM #C16 NE = 951.69 65 L.F. OF 18" RCP @ 1.00%, STRM #A20 GROUT BOTTOM OF MANHOLE TO E = 950.70 _ STRM #A 17 48" MH R-3067 956.90 NW = 952.27 1/2 DIAMETER OF PIPE AND STRM #C16 60'' MH R-3067 962.25 W = 950.70 138 L.F. OF 30'' RCP @ 1.00%, STRM #C17 NE = 952.27 23 L.F. OF 12" RCP @ 1.00%, STRM #A18 SLOPE GROUT 2" TOWARD S = 956.58 52 L.F. OF 8" PVC @ 1.00%, STRM #C32 INVERT. STRM #A 18 48" MH R-3067 957.00 SW = 952.50 E = 952.08 -------- NE = 952.50 22 L.F. OF 12" RCP @ 1.00%, STRM #A19 STRM #C 17 60'' MH R-1733 961.46 S = 955.79 86 L.F. OF 8" PVC @ 1.00%, STRM #C31 1 STORM SEWER MANHOLE WITH WEIR STEM A2 NW = 952.08 30 L.F. OF 30'' RCP @ 1.01%, STRM #C18 STRM #A19 24%36" CB R-3067 957.10 SW = 952.72 -------- 0O3-04 NOT TO SCALE STRM Ago SE = 952.38 # 24"x36" CB R-3067 957.80 SW - 952.34 -------- STRM #C18 60'' MH R-3067 960.96 N = 952.38 31 L.F. OF 18'' RCP @ 1.00%, STRM #C26 W = 952.38 42 L.F. OF 24'' RCP @ 1.02%, STRM #C19 E = 952.81 CONCRETE WEIR. WEIR TO BE STRM #C19 72'' MH R-3067 960.00 W = 952.81 51 L.F. OF 24'' RCP @ 1.00%, STRM #C20 ATTACHED TO INSIDE WALL OF S = 952.81 78 L.F. OF 18" RCP @ 1.00%, STRM #C24 MANHOLE AND SEALED TO PHASE TWO NETWORK B STORM SEWER TABLE PUD PREVENT SEEPAGE. STRM #C20 48'' MH R-3067 959.00 E = 953.32 APPLICATION MANHOLE STEPS SHALL BE PLACED ON W = 953.32 14 L.F. OF 18'' RCP @ 1.00%, STRM #C21 SEWER STRUCTURE TABLE 6" PVC DRIAN TILE. THE DOWNSTREAM SIDE FOR ALL LINES STRM #C21 48" MH R-3067 959.00 E = 953.46 -------- STRUCTURE NEENAH MAY 02 2016 UP TO 36" DIAMETER PLACE STEPS ON W = 953.46 88 L.F. OF 15'' RCP @ 1.00%, STRM #C22 STRUCTURE DIMENSION CASTING RIM INVERT PIPE LENGTH, DIAMETER, SLOPE & NEXT UPSTREAM STRUCTURE RIGHT HAND SIDE WHEN FACING ID (INCHES) TYPE ELEVATION ELEVATION(S) DOWNSTREAM FOR ALL LINES OVER 36" STRM #C22 48" MH R-3067 959.00 E = 954.34 -------- W = 954.34 14 L.F. OF 12'' RCP @ 1.00%, STRM #C23 f� N = 948.80 84 L.F. OF 36" RCP @ 0.00%, STRM #132 flow STRM #B 1 60" MH R-1733 954.97 W = 944.40 25 L.F. OF 12" RCP @ 1.00%, STRM #B5 STRM #C23 24"x36" CB R-3067 959.00 E = 954.48 -------- NE = 948.80 10 L.F. OF 6" HDPE @ 0.00%, STRM #B3 = STRM #C24 48" IN 953.59 MH R-2535 960.00 NW - 953.59 37 L.F. OF 12" RCP @ 1.02%, STRM #C25 STRM #B2 TANK CONNECTION NA NA S = 948.80 -------- GROUT SEAL AROUND OPENING. REFER TO SEWER TABLE ON - UTILITY PLAN FOR CASTING SIZE SW = 948.80 -------- AND STYLE. STRM #C25 24"x36" CB R-3067 960.00 SE = 953.97 STRM #B3 45 DEGREE BEND NA NA N = 948.80 77 L.F. OF 6" HDPE @ 0.00%, STRM #134 NOT FOR PLAN STRM #C26 24%36" CB R-3067 961.55 S = 952.69 -------- STRM #B4 DRAIN TILE CONNECTION NA NA S = 948.80 - CONCRETE ADJUSTMENT RINGS ALLOWED. CONSTRUCTION W = 957.94 STRM #85 24%36" CB R-3067 948.30 E = 944.65 6" PRECAST REINFORCED STRM #C27 48'' MH R-3067 963.54 S = 959.85 52 L.F. OF 8" PVC @ 1.00%, STRM #C34 RIM 954.05 ELEVATION CONCRETE MANHOLE SLAB. E = 957.94 126 L.F. OF 12'' RCP @ 1.50%, STRM #C28 STRM #136 TANK CONNECTION NA NA N = 951.21 40 L.F. OF 24" RCP @ 1.00%, STRM #B7 12" WIDE POLYPROPYLENE (ASTM W = 959.83 -------- STRM #C28 48'' MH R-3067 965.53 S = 951.61 2146) ENCASED MANHOLE STEPS S = 959.83 66 L.F. OF 12" RCP @ 11.47%, STRM #C29 LAND 0 LAKES CONFORMING TO ASTM C-487 STRM #B7 60" MH R-3067 957.00 IN = 951.61 139 L.F. OF 24" RCP @ 1.00%, STRM #B8 (M.A. INDUSTRIES PS-I-PF) OR IN = 967.40 W = 952.115 14 L.F. OF 12'' RCP @ 1.00%, STRM #BII HEADQUARTERS EQUAL STRM #C29 48'' MH R-4353 975.50 S = 967.40 55 L.F. OF 12 RCP @ 2.00%, STRM #C30 WEIR OVERFLOW REINFORCED PRECAST CONCRETE W = 969.33 57 L.F. OF 8" " S 953.00 PVC @ 1.00%, STRM #C35 CONSOLIDATION ELEV. 952.50 60 MANHOLE SECTIONS SHALL STRM #B8 48 MH R-4353 959.10 = STRM #C30 27'' CB R-4353 975.50 IN = 968.50 -------- IN = 953.00 35 L.F. OF 24" RCP @ 1.00%, STRM #B9 �, CONFORM TO ASTM C478 STANDARDS STRM #C31 ROOF CONNECTION NA NA N = 956.65 - S = 953.35 ALL JOINTS IN MANHOLE TO STRM #139 60" MH R-3067 959.00 W = 953.35 135 L.F. OF 18'' RCP @ 1.00%, STRM #BIO HAVE "0" RING RUBBER STRM #C32 ROOF CONNECTION NA NA N = 957.10 E = 953.35 14 L.F. OF 15'' RCP @ 1.00%, STRM #B 13 GASKETS. PIPE SHALL BE CUT OUT FLUSH STRM #C33 ROOF CONNECTION NA NA N = 957.10 STRM #1310 24%36" CB R-3067 960.00 E = 954.70 -------- INLET INVERT ELEVATION WITH INSIDE FACE OF WALL STRM B I I 24"x36" CB R-3067 957.00 E = 952.29 948.80 OUTLET INVERT ELEVATION STRM #C34 ROOF CONNECTION NA NA IN = 960.37 - # 944.40 -------- STRM #B12 24%36" CB R-3067 957.00 W = 952.29 -------- 6" PVC DRAIN TILE. STRM #C35 Null Structure NA NA E _- 969.90 INVERT ELEVATION 944.40 I 6., MINIMUM SLAB THICKNESS, 6" STRM #1313 24%36" CB R-3067 959.00 W = 953.49 FILL OVER DRAIN TILE LINE WITH I- SECTION FOR 14' DEPTH. INCREASE THICKNESS 1" FOR EVERY 4' STRM #B 14 TANK CONNECTION NA NA E = 950.55 189 L.F. OF 18'' RCP @ 1.10%, STRM #B 15 CONCRETE TO BOTTOM OF INLET PIPE. OF DEPTH GREATER THAN 14'. GROUT BOTTOM OF MANHOLE TO STRM #B 15 48" MH R-1733 958.22 W = 952.63 GROUT SEAL AROUND OPENING. 1/2 DIAMETER OF PIPE AND PHASE TWO NETWORK D STORM SEWER TABLE E = 952.63 136 L.F. OF 18'' RCP @ 1.00%, STRM #1316 LOPE GROUT 2" TOWARD STRM #B 16 48" MH R-2535 960.50 W = 953.99 SEWER STRUCTURE TABLE E = 953.99 75 L.F. OF 15" RCP @ 1.00%, STRM #B 17 2 STORM SEWER MANHOLE WITH WEIR STRM 131 STRUCTURE STRUCTURE NEENAH RIM INVERT STRM #1317 48" MH R-2535 960.50 W - 954.74 ID DIMENSION CASTING ELEVATION ELEVATIONS) PIPE LENGTH, DIAMETER, SLOPE & NEXT UPSTREAM STRUCTURE E = 954.74 66 L.F. OF 15" RCP @ 1.00%, STRM #B18 CO3-04 NOT TO SCALE (INCHES) TYPE STRM #1318 48" MH R-2535 960.40 W = 955.40 LAND 0LAKES STRM #D 1 30'' FES NA NA W = 949.50 77 L.F. OF 30'' RCP @ 0.81%, STRM #D2 S = 955.40 42 L.F. OF 12" RCP @ 3.54%, STRM #B 19 4001 ton Ave N. E = 956.87 163 L.F. OF 12'' RCP @ 1.00%, STRM B20 Arden Hills,MN 551 6 STRM #D2 60'' MH R-1733 954.04 E - 95012 STRM #B 19 48" MH R-2535 960.80 N - 956.87 CONCRETE WEIR. WEIR TO BE N = 950.12 180 L.F. OF 30" RCP @ 0.80%, STRM #D3 # , ATTACHED TO INSIDE WALL OF W - 958.50 KEYPLAN MANHOLE AND SEALED TO S = 951.56 - STRM #1320 48" MH R-2535 962.45 E = 958.50 101 L.F. OF 12" RCP @ 3.00%, STRM #B21 PREVENT SEEPAGE. STRM #D3 60'' MH R-1733 955.06 IN = 952.65 290 L.F. OF 18'' RCP @ 0.80%, STRM #D4 MANHOLE STEPS SHALL BE PLACED ON # W = 951.56 14 L.F. OF 18" RCP @ 0.79%, STRM #D8 48 MH R-1733 973.33 STRM B21 " W = 961.54 = THE DOWNSTREAM SIDE FOR ALL LINES S = 954.97 -------- NE 961.54 60 L.F. OF 12" RCP @ 10.00%, STRM #822 6" PVC DRIAN TILE. UP TO 36 DIAMETER PLACE STEPS ON STRM #D4 60'' MH R-1733 960.16 N = 954.97 240 L.F. OF 18'' RCP @ 0.80%, STRM #D5 STRM #1322 27" CB R-4353 975.50 SW = 967.54 -------- RIGHT HAND SIDE WHEN FACING W = 953.95 956 L.F. OF 18' RCP @ -1835.96%, STRM #D9 DOWNSTREAM FOR ALL LINES OVER 36" STRM #1323 TANK CONNECTION NA NA S = 948.80 25 L.F. OF 24'' RCP @ 1.02%, STRM #1324 S = 956.89 STRM #D5 60'' MH R-1733 965.80 E = 956.89 206 L.F. OF 18'' RCP @ 0.80%, STRM #D6 N = 954.62 38 L.F. OF 18'' RCP @ 1.20%, STRM #D I 0 N = 949.05 STRM #1324 60" MH R-3067 953.85 W = 949.08 81 L.F. OF 15'' RCP @ 1.01%, STRM #1327 flow STRM #D6 60'' MH R-1733 965.59 W - 958.54 S = 949.05 24 L.F. OF 18" RCP @ 1.03%, STRM #1325 REFER TO SEWER TABLE ON N = 958.54 57 L.F. OF 18'' RCP @ 0.81%, STRM #D7 IN = 949.30 UTILITY PLAN FOR CASTING SIZE STRM #B25 48" MH R-3067 953.80 S = 949.30 12 L.F. OF 15'' RCP @ 1.00%, STRM #B26 AND STYLE. STRM #D7 18" FES NA NA S = 959.00 - PLAN STRM #D8 18" FES NA NA E = 951.67 - STRM #1326 24%36" CB R-3067 953.80 IN 949.42 -------- ISSUE CHART CONCRETE ADJUSTMENT RINGS ALLOWED. _------- STRM #B27 24%36" CB R-3067 953.39 E = 949.89 -------- STRM #D9 18" FES NA NA E _ -0.75 MARK ISSUE DATE RIM ELEVATION 6" PRECAST REINFORCED 962 82 CONCRETE MANHOLE SLAB. STRM #D 10 18'' FES NA NA S = 955.08 - 12" WIDE POLYPROPYLENE (ASTM STRM #D I I 18'' FES NA NA S = 952.75 2146) ENCASED MANHOLE STEPS STRM #D 12 18'' FES NA NA N = 951.75 45 L.F. OF 18'' RCP @ 2.22%, STRM #D I I CONFORMING TO ASTM C-487 (M.A. INDUSTRIES PS-I-PF) OR EQUAL WEIR OVERFLOW 60,. REINFORCED PRECAST CONCRETE ELEV. 950.35 MANHOLE SECTIONS SHALL 2 CONFORM TO ASTM C478 I hereby certify that this plan, specification o STANDARDS or report was prepared by me or under ALL JOINTS IN MANHOLE TO PHASE TWO - SANITARY SEWER TABLE HAVE 0 RING RUBBER my direct supervision and that I am a duly GASKETS. SEWER STRUCTURE TABLE Licensed Professional Engineer under the PIPE SHALL BE CUT OUT FLUSH laws of the state of Minnesota. INLET INVERT ELEVATION WITH INSIDE FACE OF WALL STRUCTURE NEENAH 946.90 STRUCTURE DIMENSION CASTING RIM INVERT PIPE LENGTH, DIAMETER, SLOPE & NEXT UPSTREAM STRUCTURE OUTLET INVERT ELEVATION ID (INCHES) TYPE ELEVATION ELEVATIONS) 6" PVC DRAIN TILE.-- 944.90 INVERT ELEVATION 944.90 �61, MINIMUM SLAB THICKNESS, 6" EX. SSWR MH 48" MH NA 942.52 N = 939.00 62 L.F. OF 8" PVC @ 5.68%, KEVINA.BOHL SECTION FOR 14' DEPTH. INCREASE SSWR #1 48" MH R-1733 942.85 W = 940.54 214 L.F. OF 8" PVC @ 0.99%, SSWR #2 Date 05-02-2016 Lic.No. 52209 THICKNESS 1" FOR EVERY 4' Job Number 15401 OF DEPTH GREATER THAN 14'. GROUT BOTTOM OF MANHOLE TO SSWR #2 48" MH R-1733 962.40 W _= g42.65 200 L.F. OF 8" PVC @ 1.00%, SSWR #3 Drawn WH-NA 1/2 DIAMETER OF PIPE AND Checked TJC SLOPE GROUT 2" TOWARD SSWR #3 48" MH R-1733 965.04 E = 944.65 Approved KAB INVERT. S = 944.65 134 L.F. OF 8" PVC @ 1.00%, SSWR #4 SSWR #4 48" MH R-1733 964.19 IN = 945.99 3 STORM SEWER MANHOLE WITH WEIR STRM C1 S = 945.99 68 L.F. OF 8" PVC @ 1.00%, SSWR #5 SANITARY SEWER AND CO3-04 NOT TO SCALE SSWR #5 48'' MH NA 969.00 IN = 946.67 STORM SEWER SCHEDULES CO3 =04 Copyright©2014 Perkins+Will