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1899CGP <br />APPROX. DRAIN AREA = 87.29 SO IN <br />APPROX. WEIGHT WITH FRAME = 60.75 LBS <br />1.25 <br />2.75 <br />O O <br />NYLO LAST O O <br />0 0 <br />0 o D 0 <br />0 0 38 <br />0 0 <br />0 0 <br />0 � 0 <br />00 0 0 <br />�� o 0 <br />0 0 <br />0 0 <br />0 0 <br />0 0 <br />DUCTI E IRO O O <br />O O <br />018.64 0 22.13 <br />DIMENSIONS ARE FOR REFERENCE ONLY <br />ACTUAL DIMENSIONS MAY VARY <br />DIMENSIONS ARE IN INCHES <br />GRATE MEETS H-10 LOAD RATING THIS PRINT DISCLOSES SUBJECT MATTER INWHICH NYLOPLASTHAS DRAWN BY EBC MATERIAL 3130 VERONA AVE <br />QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT BUFORD, GA 30518 <br />PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT DOES NOT CONFER,TRANSFER, OR LICENSETHE USE OFTHE DESIGN DATE 3.7.06 DUCTILE IRON PHN(770)932.2443 <br />FAX 770 932-2490 <br />SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY THITRSPRINI OR AN INFORMATION <br />ION CO HEREIN REPRODUCTION OF NY'O last I 1 <br />ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF MANUFACTORANYINFORMATIONCONTAINEDHERHE DISEIN, ORCLOSURE <br />REVISED BY EBC PROJECT NO.INAME www.nyloplas4us.com <br />MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TITLE <br />JUSTICE, 28 CFR PART 36. TOOTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DATE 3.13.10 <br />LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. PERMISSION FROM NYLOPLAST <br />18 IN PEDESTRIAN GRATE ASSEMBLY -TYPEC <br />7001-110-028 ©wia NYLOPLASTDWG SIZE A SCALE 1:10 SHEET 1 OF 1 DWG NO. 7001.110.212 REV C <br />(1, 2) INTEGRATED DUCTILE IRON <br />FRAME & GRATE TO MATCH BASIN O.D. <br />(3) VARIABLE INVERT HEIGHTS <br />AVAILABLE (ACCORDING TO <br />PLANS/TAKE OFF) <br />1899CGC <br />APPROX. WEIGHT WITH FRAME = 68.50 LBS <br />1 1.25 <br />2.7� <br />O O <br />NYLO 1AST O O <br />D 0 <br />0 � 0 <br />0 0 <br />0 0 <br />UCTI E IRO O O <br />O O <br />018.64 022.13 <br />DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS DRAWN BY EBC MATERIAL 3130 VERONA AVE <br />ACTUAL DIMENSIONS MAY VARY PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT BUFORD, GA 30518 <br />DIMENSIONS ARE IN INCHES DOES NOT CONFER,TRANSFER, OR LICENSE THE USE OF THE DESIGN DATE 3.8.06 DUCTILE IRON PHN(770)932.2443 <br />GRATE MEETS H-20 LOAD RATING OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTIONOF Nylo laSt' <br />FAX (770)932.2490 <br />QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 THIS PRINT ORANY INFORMATION CONTAINED HEREIN, OR REVISED BY EBC PROJECT NO.INAME www.nyloplast-us.com <br />MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TITLE <br />PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT TOOTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DATE 3.13.10 <br />LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. PERMISSION FROM NYLOPLAST 18 IN SOLID COVERASSEMBLY- TYPE C <br />7001-110-027 Tema NYLOPLAST I DWG SIZE A I SCALE 1:10 SHEET 1OF1 1 DWG NO. 7001.110.214 REV C <br />NYLOPLAST 18" DRAIN BASIN: 2818AG X <br />MINIMUM PIPE BURIAL <br />DEPTH PER PIPE <br />MANUFACTURER <br />RECOMMENDATION <br />(MIN. MANUFACTURING <br />REQ. SAME AS MIN. SUMP) <br />(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: <br />4" -18" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, <br />ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), <br />PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC <br />WATERTIGHT JOINT <br />(CORRUGATED HDPE SHOWN) <br />3 <br />1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. <br />2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. <br />3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. <br />RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. <br />SEE DRAWING NO.7001-110-065. <br />4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO <br />ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), <br />N-12 HP, & PVC SEWER. <br />5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM <br />ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. <br />(5) ADAPTER <br />ANGLES <br />VARIABLE 0° - 36( <br />ACCORDING TO <br />PLANS <br />NYLOPLAST AREA DRAIN <br />18" MIN WIDTH GUIDELINE <br />8" MIN THICKNESS GUIDELINE <br />TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR <br />GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE <br />DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, <br />TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. <br />SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. <br />(3) VARIABLE SUMP DEPTH <br />ACCORDING TO PLANS <br />(6" MIN. BASED ON <br />MANUFACTURING REQ.) <br />4" MIN <br />THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER <br />GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, <br />CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. <br />BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE <br />PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. <br />GRATE OPTIONS <br />LOAD RATING i PART# <br />DRAWING# <br />PFCESTRI.AN <br />MEETS H-10 1899CGP <br />7001-110-212 <br />STANDARD <br />MEETS hi-20 1899CGS <br />7001-110-213 <br />SQi.ID COVER <br />MEETS H-20 1899CGC <br />7071-110-214 <br />DOME <br />NIA 1899CGD <br />7001.110-215 <br />DROP 1N GRATE: <br />LIGHT DUTY I 18010I <br />7001110-074 <br />NO SCALE <br />J <br />1 �1i2„ <br />4H BEND <br />-H <br />t zo <br />LO <br />m -1 <br />SIDE FRONT <br />RODENT SHIELD OI <br />DIMENSIONS ARE APPROXIMATE TO ALLOW FOR <br />BEND AND A SNUG FIT IN SLOT IN HEADWALL. <br />DISCHARGE DRAIN PIPE <br />TWO NO. 4E VERTICAL BARS <br />RODENT SHIELD Q1 <br />Q I U O <br />NO. 4E HORIZONTAL cm <br />1" t BAR (CENTERED) M <br />PLAN <br />1-1/2" u/ <br />OPTIONAL HANDLING HOLES <br />:;:• =:v NO. 4E <br />HORIZONTAL BAR <br />SECTION <br />NOTES: <br />7T 2'11"t <br />WI <br />LL NO. 4E <br />HORIZONTAL BAR <br />NO. 4E <br />VERTICAL BAR <br />(2 REQUIRED ) <br />DIMENSIONS <br />4" DIA. <br />PIPE <br />6" DIA. <br />PIPE <br />8" DIA. <br />PIPE <br />A <br />6-1/2" <br />8-1/2" <br />10-1/2" <br />B <br />11010 <br />11211 <br />11411 <br />C <br />5" <br />T" <br />9" <br />D <br />1.0.. <br />1' 2" <br />1' 4" <br />E <br />1 8-1/2" <br />10-1/2" <br />1' 0-1/2" <br />F <br />9" <br />11" <br />1' 1" <br />G <br />9-1/2" <br />11-1/2" <br />VI-1/2" <br />H 0 <br />5" <br />T" <br />9-1/2" <br />I <br />11" <br />1' V. <br />V 3;-'- <br />1 <br />6" <br />8" <br />10" <br />APPROX. WT. <br />210 LBS. <br />250 LBS. <br />300 LBS. <br />0 EXACT DIMENSION DEPENDENT ON COUPLING METHOD. <br />T <br />END VIEW <br />H (DIAMETER <br />OF HOLE FOR <br />DRAIN PIPE) <br />TWO NI 4E <br />VERTICAL BARS <br />1/2" FILLET <br />— 3/4"CHAMFER <br />(TYPICAL) <br />• NO. 4E <br />HORIZONTAL <br />BAR <br />ALL CONCRETE MATERIALS SHALL BE MN/DOT MIX DESIGNATION 3W46 AND/OR OTHER MIX AS APPROVED BY <br />THE STATE MATERIALS ENGINEER. HEADWALLS SHALL NOT BE SHIPPED UNTIL CONCRETE HAS REACHED A <br />COMPRESSIVE STRENGTH OF 5000 PSI. THE EPDXY BARS SHALL BE SECURELY RETAINED SO THEY ARE NOT <br />DISPLACED DURING CONCRETE PLACEMENT. TIE WIRE SHALL BE EPDXY COATED. WELDING WILL NOT BE PERMITTED. <br />THE FABRICATOR SHALL PROVIDE A QUALITY CONTROL PROGRAM APPROVED BY THE MATERIALS ENGINEER. <br />Q1 THE RODENT SHIELD SHALL BE FABRICATED FROM CARBON STEEL FLATTENED EXPANDED METAL, STYLE 1/21,NO. <br />4F. IT SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. ACTUAL SCREEN DIMENSIONS SHALL BE SUCH <br />AS WILL SNUGLY FIT THE PROVIDED SLOT (TAPERED IF NECESSARY ),WITH THE SCREEN LIP FITTING FLUSH <br />WITH THE CASTING TOP AND THE BOTTOM FITTING TIGHT TO THE FLOW LINE. <br />20 THE MANUFACTURER'S NAME AND DATE OF PRODUCTION (MONTH AND YEAR )SHALL BE CLEARLY CAST NOT INK <br />STAMPED )INTO EITHER THE BOTTOM OF EACH HEADWALL OR NEAR THE BOTTOM OF THE LARGE END IF A <br />MANUFACTURER HAS MORE THAN ONE PLANT, THEY SHALL BE APPROPRIATELY CODED. <br />APPROVED AUGUST 20,2001 <br />— — — — — — <br />l <br />STATE OF MINNESOTA <br />DEPARTMENT OF TRANSPORTATION <br />PRECAST CONCRETE HEADWALL <br />FOR SUBSURFACE DRAINS <br />SPECIFICATION <br />REFERENCE <br />2502 <br />STANDARD <br />PLATE <br />NO. <br />3131C <br />REVISED <br />STATE DESIGN ENGINEER <br />3-22-2013 M.J.E. <br />PRECAST CONCRET HEADWALL <br />� <br />NO SCALE <br />ARCHITECTURAL <br />CONSORTIUM L.L.C. <br />901 NORTH THIRD STREET, <br />SUITE 220 <br />MINNEAPOLIS, MN 55401 <br />612-436-4030 <br />PROJECT <br />CATTLE HOUSE <br />RESTAURANT & <br />EVENT CENTER <br />HUGO, MINNESOTA <br />SHEET INDEX <br />PLANNED UNIT <br />DEVELOPMENT <br />(PUD), <br />PRELIMINARY PLAT, <br />SITE PLAN REVIEW <br />oz/1�/2020 <br />ISSUE DATE <br />AMENDED CITY APPLICATION 02/20/2020 <br />CITY COMMENTS 03/02/2020 <br />CITY COMMENTS 1 04/10/2020 <br />D E S I G N <br />Civil Engineering I Landscape Architecture I Construction Services <br />901 N 3rd STREET, SUITE 120 <br />MINNEAPOLIS, MN 55401 <br />p 612.260.7980 www.eIanIab.com <br />f 612.260.7990 <br />C E R T I FICAT10N <br />I hereby certify that this plan was prepared by me, <br />or under my direct supervision and that I am a <br />duly Licensed Professio eer under the <br />laws of the statey,QiHpll A. `OA` <br />N �v�, <br />ONS� <br />G <br />Stephen M. Johnston DATE <br />REGISTRATION NO. 18914 01/17/2020 <br />SHEET <br />DETAILS <br />C-505 <br />PROJECT NO. <br />ARC19010 <br />