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RIPRAP REQUIRED P E R K I N MANHOLE STEPS SHALL BE PLACED ON SIZE OF CU. YD. THE DOWNSTREAM SIDE FOR ALL LINES 6'- 1 MAX. PIPE MN/DOT 3601 CL II UP TO 36" DIAMETER PLACE STEPS ON + W I L L 12" TO 24" 4 RIGHT HAND SIDE WHEN FACING 27" TO 33" 8 DOWNSTREAM FOR ALL LINES OVER 36" 36" TO 48" 12 84 10th St.South 12 TIE , 16 Suite 200 FLUSH WITH FINISH GRADE. 6" OVERLAP HOLES 54" TO 72" flow Minneapolis,MN 55403 30" ACCESS RISER t 612.851.5000 REFER TO PLANS REFER TO SEWER TABLE ON f 612.851.5001 CONCRETE FOR LOCATIONS NOTES: UTILITY PLAN FOR CASTING SIZE www.perkinswill.com COLLAR FILTER FABRIC 1. TIE LAST 3 JOINTS. USE 2 TIE BOLT AND STYLE. MN/DOT 3733 TYPE 1 $4i� ? FASTENERS PER JOINT INSTALLED AT 600 PLAN CONSULTANTS EXISTING GROUND CONCRETE ADJUSTMENT RINGS ALLOWED. TOP VIEW FROM TOP OF BOTTOM OF PIPE. 6" MN. (ELEVATION VARIES) 6" - 2. PROVIDE 3 CLIPS TO FASTEN TRASH GUARD CIVIUSTRUCTURAL COARSE FILTER AGGREGATE 00 TO FLARED END. HOT DIP GALVANIZE AFTER 6" PRECAST REINFORCED 6" SET PIPE ON 30" MN/DOT 3149.2H FABRICATION. CONCRETE MANHOLE SLAB. LINE AND LEVEL BKBMPERFORATED DRAIN TILE N 12" WIDE POLYPROPYLENE (ASTM o°o°o°o°o°o°o°o°o °o°o° °o°o°o°o°o °°o°o° °o°o°o°o° °o°o°o°o°o o°o°o° °o°o°o PIPE REFER TO MN/DOT 2146) ENCASED MANHOLE STEPS N t��&oot_ ° N ° N�N� 01-0 o ° o� N� Noot- ° N N CONFORMING TO ASTM C-487 ENGINEERS ° THERMOPLASTIC PIPE 3245 - - �� I � ° � ° 12" MINSTI . SIDE/END STONE WIDTH (M.A. INDUSTRIES PS-I-PF) OF ° ° �gib° ° qb° ° 3/4" - 2" CLEAN CRUSHED, ANGULAR STONE DRAIN TILE ANCHOR BOTH SIDES EQUAL 1 °� °&° ° PACK REINFORCED PRECAST CONCRETE o°o°o°o° ° TIE 0 0 � o o � 71 MANHOLE SECTIONS SHALL 8 ° ° ° + ° ° + ° ° ° - HOLES TRASH GUARD 5930 Brooklyn Boulevard 8 8 ° 0 8�° MN/DOT 3733 GEOTEXTILE „H„ �, CONFORM TO ASTM C478 Minneapolis, MN 55429-2518 o�o 0�8 oo N4�° SEPARATION FABRIC. SIZE OF BARS "H" BOLTS o VARIES STANDARDS (763) 843-0420p Fax: (763) 843-0421 60" ° oo ° o ° oho o�o�o ° Iq, PIPE `o ALL JOINTS IN MANHOLE TO PERFORATED to A o ° o - ° ° o ° HAVE "0" RING RUBBER PIPE. � °�� °`�� °`�� °`� PROPOSED GRADE 12' TO 18" 3/4" 4" 5/8" GASKETS. WWW.bkbm.Com 24' 4CLEAN WASHED SAND tE 21" TO 42" 1 6" 3/4" PIPE SHALL BE CUT OUT FLUSH SIDE VIEW 48" TO 72" 1-1/4" 12" 1" WITH INSIDE FACE OF WALL MICHAUD COOLEY PROVIDE A 6 CLAY CAP MINIMUM SLAB THICKNESS, 6" ERICKSON FOR 14' DEPTH. INCREASE 333 SOUTH SEVENTH STREET,SUITE 1200 6-INCH PERFORATED 6-INCH PERFORATED THICKNESS 1" FOR EVERY 4' MINNEAPOLIS,MN 55402 PVC DRAIN TILE WITH PVC DRAIN TILE WITH FOUNDATION WALL BACKFILL 6 OF DEPTH GREATER THAN 14'. SILT SOCK SILT SOCK THAN GRANULAR MATERIAL HAVING L www.michaudcooley.com SIEVE SAND PLESS THAN 5%ASSING THE NO. 4 4 FLARED-END SECTION SECTION /2U IAMETERMOFFPPENANDE TO P:612.339.4941 1. UTILIZE CARE WHEN LOWERING UNIT INTO THE ROW LENGTH: 310 FEET PASSING THE N0. 200 SIEVE. CO3-01 NOT TO SCALE SLOPE GROUT 2" TOWARD TRENCH. HANDLE USING NYLON SLINGS AND TWO NUMBER OF ROWS: 10 DRAIN TILE PACKa FLOOR SLAB INVERT. PICK POINTS. NUMBER OF HEADERS: 2 2. PLACE BACKFILL AROUND THE UNIT IN UNIFORM FILTRATION VOLUME: 67,019 CUBIC FEET 8"-12" LIFTS, COMPACTED TO 95% SPD. TOTAL STORAGE VOLUME: 95,804 CUBIC FEET COMMON B 3 THEN THE UNIT DOWNSTREAMCONSISTS SECTION OF 2 F FIRST.SECTIONS, ONECTPANDE 1 STORM SEWER MANHOLE/CATCH BASIN HOME THE REMAINING SECTIONS. LOCATION/SIZE VARIES BUILDING FOOTING B CO3-01 NOT TO SCALE 4. ALL CONNECTION POINTS ARE TO BE SOIL PROOF. 5. ACCESS RISERS AND CONCRETE COLLARS SHALL BE W DESIGNED TO WITHSTAND HS25 LOADING. 0 4 I 1� N � A A (" 10 FILTRATION TANK SYSTEM - EAST 7 BUILDING PERIMETER DRAIN TILE CO3-01 NOT TO SCALE CO3-01 NOT TO SCALE DIPIPE o CD RIPRAP REQUIREMENTS PLACE STEPS ON RIGHT HAND SIDE DIA. 12 18" WHEN FACING DOWNSTREAM. d OF DEPTH DEPTH 0 ROUND CLASS II CLASS III PU D I 1L PIPE W L RIPRAP RIPRAP N 4 (IN.) (FT.) (FT.) (CU. YDS.) (CU. YDS.) B 12 6.0 8 2.8 4.1 FLOW APPLICATION 15 6.5 8 2.9 4.4 PLACE STEPS ON RIGHT HAND SIDE L 18 7.0 10 3.9 5.9 MAY 02 2016 '. LOPE GROUT_`' WHEN FACING DOWNSTREAM. 21 7.5 10 4.2 6.3 ' FLUSH WITH FINISH GRADE. 24 8.0 12 5.5 8.3 30" ACCESS RISER PLAN 27 8.5 12 5.3 8.7 10. 30 9.0 14 7.3 10.9 SEE UTILITY PLAN FOR NEENAH REFER TO PLANS 36 10.0 16 9.2 13.8 PLAN CASTING INFORMATION. CONCRETE FOR LOCATIONS 42 10.5 18 10.9 16.3 FLOW 2'-0" 48 1 1.0 20 12.9 19.4 COLLAR DIA. OF RIP-RAP MINIMUM OF 2, MAXIMUM OF 4 LOPE GROUT;:' EXISTING GROUND PIPE CONCRETE ADJUSTMENT RINGS 6" MIN. (ELEVATION VARIES) o SEE NOTE 1 ALLOWED. SEE UTILITY PLAN FOR NEENAH 6" SET PIPE ON 30" �y��\\ \%��i CD PLAN CASTING INFORMATION. LINE AND LEVEL 0 - NOT FOR �- GRANULAR FILTER BLANKET _ 27 CONSTRUCTION 8 ° o 8 ° 8 8 8 8 8 00 8 8 8 8 8 8 & ° 8 8 8 8 8 8 8 8 ° 8 SEE NOTES 2 AND 3 /��i�� iyi�i��/� MINIMUM OF 2, MAXIMUM OF 4 8� ° 8� ` ° ° o `�° CONCRETE ADJUSTMENT RINGS f }� ° o ° ° ° 12" MIN. SIDE/END STONE WIDTH SECTION A-A ALLOWED. 8�8`b8`j8`jo�o`j° ° 0�8 o�o` 0 M. 3/4" - 2" CLEAN CRUSHED, ANGULAR STONE 18�8tot0�0 8�8 8�8�8 ° ° o ° ° ° RIP-RAP MANHOLE STEPS, NEENAH R1981J ° + SEE NOTE 1 OR EQUAL, 15" O.C. ALUMINUM LAND 0 LAKES 4�4�4�4�° MN/DOT 3733 GEOTEXTILE STEPS APPROVED. 27„ oo SEPARATION FABRIC. HEADQUARTERS N 1 ° �i r PERFORATED I �° 0. � �° Cqco -� /\/ �'�\\ NOTE: VARIES REINFORCED PRECAST CONCRETE PIPE. +- 8�0�0�0� 0�0 ° ° o 0�8�8�0 8�8�Vo ° ° 8 0�0�8�0�o- '�% MANHOLE SECTIONS SHALL CONSOLIDATION 1 GRANULAR FILTER BLANKET �;!�� 1. FOR PIPES GREATER THAN 30" USE 1'-6". CONFORM TO ASTM C478 SEE NOTES 2 AND 3 2. THE CONTRACTOR AT HIS OPTION, MAY STANDARDS. MANHOLE STEPS, NEENAH R1981J _ SUBSTITUTE A GEOTEXTILE FABRIC ALL JOINTS IN MANHOLE TO OR EQUAL, 15" O.C. ALUMINUM SECTION B-B BLANKET, Mn/DOT SPEC. 3601, FOR THE HAVE "0" RING RUBBER GASKETS STEPS APPROVED. CLEAN WASHED SAND GRANULAR FILTER BLANKET UNLESS 24 OTHERWISE NOTED IN THE SPECIFICATIONS. o SCH 40 PVC REINFORCED PRECAST CONCRETE 6-INCH PERFORATED 6-INCH PERFORATED 3. VOLUMES OF GRANULAR FILTER SHALL BE > 6" VARIES PVC DRAIN TILE WITH PVC DRAIN TILE WITH MANHOLE SECTIONS SHALL SILT SOCK SILT SOCK 1/2 THE VOLUME OF OF RIP-RAP AT ANY ,-PIPE SHALL BE CUT OUT FLUSH CONFORM TO ASTM C478 GIVEN PIPE DIAMETER. 4WITH INSIDE FACE OF WALL. STANDARDS. 4. RIP-RAP SHALL BE PLACED IN ALL JOINTS IN MANHOLE TO 1. UTILIZE CARE WHEN LOWERING UNIT INTO THE ROW LENGTH: 170 FEET ACCORDANCE WITH Mn/DOT SPEC. 2511. flow a� HAVE 0" RING RUBBER GASKETS NUMBER OF ROWS: 5 v � TRENCH. HANDLE USING NYLON SLINGS AND TWO NUMBER OF HEADERS: 2 WEIR OVERFLOW AT TOP OF PICK POINTS. FILTRATION VOLUME: 19,705 CUBIC FEET 0 2. PLACE BACKFILL AROUND THE UNIT IN UNIFORM SCH 40 P C > OUTFLOW PIPE. 8"-12" LIFTS, COMPACTED TO 95% SPD. TOTAL STORAGE VOLUME: 30,244 CUBIC FEET 5 RIP-RAP AT FLARED ENDS 6' 3. WHEN THE UNIT CONSISTS OF 2 SECTIONS, PLACE FERNCO COUPLING IPE SHALL BE CUT OUT FLUSH CO3-01 NOT TO SCALE TO CONNECT PVC WITH INSIDE FACE OF WALL. THE DOWNSTREAM SECTION FIRST. CONNECT AND TO RCP � HOME THE REMAINING SECTIONS. MINIMUM SLAB THICKNESS 6" FOR 4. ALL CONNECTION POINTS ARE TO BE SOIL PROOF. U) flow 5. ACCESS RISERS AND CONCRETE COLLARS SHALL BE _ 14' DEPTH. INCREASE THICKNESS 1" DESIGNED TO WITHSTAND HS25 LOADING. FOR EVERY 4' OF DEPTH GREATER N 12" THAN 14'. 6" OVERLAP 8 FILTRATION TANK SYSTEM - SOUTH LAND O'LAKES MINIMUM SLAB THICKNESS 6" FOR CO3-01 NOT TO SCALE SECTION 14' DEPTH. INCREASE THICKNESS 1" 4001 Lexington Ave N. 00 FOR EVERY 4' OF DEPTH GREATER FILTER FABRIC THAN 14'. MN/DOT 3733 TYPE 1 2� Arden Hills, MN 55126 KEYPLAN COARSE FILTER AGGREGATE 6" 10 MN/DOT 3149.2H 2 SUMP MANHOLE SECTION CO3-01 NOT TO SCALE PERFORATED DRAIN TILE PIPE REFER TO MN/DOT N 1 1 SUMP MANHOLE WITH WEIR THERMOPLASTIC PIPE 3245 CO3-01 NOT TO SCALE DRAIN TILE FLUSH WITH FINISH GRADE. PACK BITUMINOUS MATERIAL 30" ACCESS RISER 36" REFER TO PLANS CONCRETE FOR LOCATIONS COLLAR BASE MATERIAL BACK OF CURB C° BACK OF CURB ° ...................................... = EXISTING GROUND o cO VA 6" MIN. (ELEVATION VARIES) . .. . .. ... ... ... ... ... I O - ISSUE CHART 6" SET PIPE ON 30" N MARK ISSUE DATE LINE AND LEVEL �- O 0 0 0 8 8 0 0 8 0 0 0 0 0 8 0 0 ° o 0 8 ° 0 4" PERFORATED DRAIN f 0�8�8�08018�0 0� o 0�0 8 to 12" MIN. SIDE/END STONE WIDTH TILE WRAPPED IN PEA 3/4" - 2" CLEAN CRUSHED, ANGULAR STONE ROCK AND GEOTEXTILE 1 ° ° ° ° FABRIC MN/DOT 3733 GEOTEXTILE 1 8 ° o 0 8 ° o 0 8 SEPARATION FABRIC. CATCH BASIN CASTING 30' MINIMUM 30' MINIMUM I hereby certify that this plan, specification 60" ° ° NEENAH R3067 OR PERFORATED N EQUAL WITH DL OR DR PLAN PIPE. GRATE. 2" RADIUS or report was prepared by me or under ' CURB BOX. 4 DIAMETER 4 DIAMETER CLEAN WASHED SAND GRATE TO BE 2" BELOW GUTTER my direct supervision and that I am a duly 24" DRAIN TILE DRAIN TILE GRADE. SLOPE GUTTER 10' EACH Licensed Professional Engineer under the MINIMUM OF 1, MAXIMUM SIDE TO CATCH BASIN. laws of the state of Minnesota. OF 4 CONCRETE F_ 6-INCH PERFORATED 6-INCH PERFORATED ADJUSTMENT RINGS VARIABLE PVC DRAIN TILE WITH PVC DRAIN TILE WITH CONC. CURB AND GUTTER ALLOWED. 4" SILT SOCK SILT SOCK CATCH BASIN 4"MIN. KEVIN A.BOHL 4„ Date 05 02 2016 Lic.No. 52209 1. UTILIZE CARE WHEN LOWERING UNIT INTO THE ROW LENGTH: 120 FEET 1) A MINIMUM OF 60 FEET OF DRAIN TILE SHALL BE PLACED AT ALL LOW POINT CATCH MORTAR BETWEEN TRENCH. HANDLE USING NYLON SLINGS AND TWO NUMBER OF ROWS: 17 Z Job Number 15401 PICK POINTS. NUMBER OF HEADERS: 2 BASINS. CASTING, RINGS AND w g 24"x36" PRECAST 5" cn 2. PLACE BACKFILL AROUND THE UNIT IN UNIFORM FILTRATION VOLUME: 47,629 CUBIC FEET STRUCTURE Drawn WH-NA TOTAL STORAGE VOLUME: 67,020 CUBIC FEET 2) 4" PERFORATED DRAIN TILE WITH GEOTEXTILE SOCK SHALL BE PLACED IN A MINIMUM OF 3" GROUT Q 8"-12" LIFTS, COMPACTED TO 95% SPD. 12" OF FINE FILTER AGGREGATE ( " DIA. PEA ROCK). > Checked TJC 3. WHEN THE UNIT CONSISTS OF 2 SECTIONS, PLACE CONCRETE COLLAR TO 4» _ THE DOWNSTREAM SECTION FIRST. CONNECT AND ENCASE CASTING AND HOME THE REMAINING SECTIONS. 3) THE FIRST 18" AT CATCH BASIN SHALL BE SOLID WALL SCH 40 PVC. RINGS. CONCRETE CURB w w Approved KAB 4. ALL CONNECTION POINTS ARE TO BE SOIL PROOF. DRAIN TILE SHALL BE PLACED BEHIND THE PROPOSED CURB LINE. AND GUTTER MIX, OR 5. ACCESS RISERS AND CONCRETE COLLARS SHALL BE 4) MAINTAIN POSITIVE SLOPE AWAY FROM CATCH BASIN AT ALL TIMES. DRAIN TILE SLOPE MORTAR MIX (SPEC. DESIGNED TO WITHSTAND HS25 LOADING. 2506.28) SHALL BE SHALL MATCH PROPOSED AT GRADE SLOPE OR 0.5 PERCENT, WHICH EVER IS GREATER. USED FOR COLLAR. 6 UTILITY NOTES AND 5) FOR CATCH BASINS NOT LOCATED IN A CURB LINE CONTRACTOR SHALL EXTEND DRAIN TILE SECTION DETAILS IN 4 DIRECTIONS, IN THE SHAPE OF AN "X", FOR 15-FEET FROM EDGE OF CATCH BASIN 9 FILTRATION TANK SYSTEM - WEST STRUCTURE. NOTES: CO3-01 NOT TO SCALE 6) NO DRAIN TILE WILL BE ALLOWED WITHIN 10-FEET OF ANY WATER LINE. 1. RIGHT HAND GRATE SHOWN IN PLAN VIEW. 2. REINFORCED PRECAST CONCRETE CATCH BASIN SECTIONS 7) DRAIN TILE SHALL CONNECT TO STRUCTURE AT 26" AND 29" BELOW RIM ELEVATION FOR SHALL CONFORM TO ASTM C478 STANDARDS. LIGHT DUTY AND HEAVY DUTY BITUMINOUS PAVEMENT RESPECTIVELY. 3 24" x 36" PRECAST CATCH BASIN CO3 =01 6 DRAIN TILE FOR LOW POINT CATCH BASINS CO3-01 NOT TO SCALE CO3-01 NOT TO SCALE Copyright©2014 Perkins+Will