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® 2016 Westwood Professional Services, Inc. <br />Call 48 Hours before digging: <br />811 or cal 1811. com <br />.x i at_vrt <br />POND <br />ROAD SURFACE <br />TYPICAL POND CROSS-SECTION <br />® ADJACENT PROPERTIES <br />N.T.S. <br />30' TYP. CORRIDOR <br />8' BIT. <br />10' SHOULDER _ TRAIL <br />BUFFER <br />VARIES <br />WETLAND <br />3:1 SLOPE <br />TYPICAL TRAIL CROSS-SECTION <br />® POND 17 <br />N.T.S. <br />w c� <br />Z <br />.16 <br />6SUBGRADE ELEV. <br />K' GEOTEXTILE FILTER AGGREGATE <br />(MnDOT 3149.2H) <br />4" PERF. PVC PIPE SDR 35 <br />GEOTEXTILE FABRIC -TYPE II <br />(MnDOT 3733) <br />PERFORATED UNDER DRAIN DETAIL <br />INSTALL AT LOW POINT AS DIRECTED BY THE ENGINEER <br />NOTE: <br />DRAINTILE INSTALLED <br />50' IN EACH DIRECTION <br />FROM CATCH BASIN <br />PERFORATED <br />DRAIN TILE <br />Westwood <br />Phone (952) 937-5150 7699 Anagram Drive <br />Fax (952) 937-5822 Eden Prairie, MN 55344 <br />Toll Free (888) 937-5150 westwoocips.com <br />Westwood Professional Services, Inc. <br />I hereby certify that this plan was prepared by me or under my <br />direct supervision and that I am a duly licensed PROFESSIONAL <br />ENGINEER under the laws of the State of Minnesots. <br />6" MIN. 13' <br />TOPSOIL <br />(TYP-) 3 <br />1.5:1 SLOPE <br />2.0' BOC- <br />6" MIN. <br />TOPSOIL <br />(TYP,) 3$ <br />1.5:1 SLOPE <br />2.0' BOCK <br />Revisions: <br />12/13/16 Revised Wetland Delineation <br />02/05/17 CITY COMMENTS _ <br />03/10/17 CITY COMMENTS <br />PP'O� �' III IIIII <br />JP�J SJ� V�O ROPO Apo O/RFC FO BYM R <br />O <br />QJ� f�: Frye qS <br />. Q oO' o. FNFFR <br />o�o�000 <br />I �CJoo <br />k <br />2" WASHED COARSE ___/ <br />AGGREGATE <br />6"MIN.DEPTH <br />NOTES: <br />1. CRUSHED CONCRETE NOTALLOWED. <br />2. LENGTH AND WIDTH SUBJECT TO CHANGE BY ENGINEER <br />3. FABRIC REQUIRED UNDER ROCK FOR DRIVEWAYS <br />LARGER THAN 24 FEET, HEAVY TRAFFIC, OR AS <br />DIRECTED BY THE ENGINEER. <br />PLATE NO. HU-EC-1 <br />HUGO REVISION <br />DATE : <br />ROCK CONSTRUCTION <br />ENTRANCE <br />60' (ROW) <br />32 F-F <br />34' B-6 <br />17' 1 17' <br />3.0% <br />PROFILE GRADE) / <br />GRADING GRADE <br />40" <br />STREETS 2.3 & 13 <br />SIDEWALK & PARKING ONE -SIDE <br />N.T.S. <br />60' (ROW) <br />28' (F-F <br />30' B-B <br />15' 1 15' <br />r •0% <br />PROFILE GRADE <br />GRADING GRADE <br />40" <br />STREET 5 (sta 10+45-15+00) <br />TRIAL ONE SIDE; NO PARKING <br />N.T.S. <br />DEFLECTOR PLATE <br />OVERFLOW ( - CENTER OF FILTER ASSEMBLY <br />OWRFLOW ® - TOP OF CURB BOX <br />laASSEMBLY <br />CURB <br />CC-2J HIGH-E.Oko <br />HIGH -FLOW FABRIC <br />Material: <br />1. The Road Drain -Curb & Gutter model consists of a reusable, open topped receptacle that <br />sets inside the Strom sewer grate. An incorporation rear deflector plate is connected <br />to the receptacle directing the water into the basin for filtration. <br />2. The Road Drain -Curb & Gutter model has a replaceable filter cartridge. <br />3. The Filter media shall meet all local specifications for inlet protection. <br />Maintenance: <br />1. Check Filter media after each rain event. Clean or replace if sediment clogs filter. <br />2. Remove sediment and debris from the receptacle after each rain event. <br />iiPLATE NO. HL EC-4 <br />HUGO WIMCO Curb &Gutter REVISION <br />DATE <br />Inlet Protection <br />(Model CG23) <br />g' Distance to Variable <br />ur' r <br />3 <br />B <br />/3/r/7 <br />1 /2" r <br />�P� SLOPE 314'IFTa <br />Mn/DOT B 618 <br />� <br />18" <br />1/2"r <br />CL Variable <br />6" Distance to CL Variable <br />- <br />3" r <br />d1 <br />�1/2"r <br />e-SLOPE 3/4"IFT .. <br />Mn/DOT B 624 <br />8„ 24" <br />28" r FACE OF CURB <br />6" <br />12" r <br />68"r <br />4 <br />- 1/2"TOP <br />OF BITUMINUS <br />MAT <br />\ <br />= <br />MODIFIED'S' DESIGN <br />17112 <br />BASE <br />g Distance to C \{at able <br />2" r <br />3" r 77777 <br />d 1 <br />3 <br />� <br />2 <br />\ c SLOPE 3I4"11yr " r <br />Mn/DOT B 612 <br />8" 12" <br />NOTES: <br />1. MINIMUM OF 3" CLASS 5 AGGREGATE BASE UNDER <br />ALL CURB AND GUTTER <br />PLATE NO.HU-STR-26 <br />�nTE10N 10/05/06 <br />CONCRETE <br />HUGO <br />CURB & GUTTER <br />54' (ROW) <br />28' F-F <br />30' B-6 <br />7' 5' 1' <br />12' <br />15' 1 15' <br />6" MIN. <br />2% <br />TOPSOIL <br />3% <br />(TYP.) <br />31 <br />3.0% <br />SIDEWALK (TYP.), <br />VERIFY LOCATION <br />1.5:1 SLOPE <br />SURMOUNTABLE <br />2.0' BOC <br />PROFILE GRADE <br />CURB & GUTTER <br />GRADING GRADE <br />40" <br />STREETS 1.8.9 & 15 <br />SIDEWALK & PARKING ONE -SIDE <br />N.T.S. <br />54' (ROW) <br />28' <br />�F-F) <br />30' B-B) <br />6' 8' 1' <br />12' <br />15' 1 15' <br />6" MIN. <br />2% <br />TOPSOIL <br />3% <br />(TYP.) <br />3% <br />.0% <br />TRAIL (TYP.) <br />� <br />r <br />1.5:2.0'1BOC PE <br />SURMOUNTABLE <br />PROFILE GRADE <br />CURB & GUTTER <br />B618 CURB & <br />GRADING GRADE <br />GUTTER <br />40" <br />STREET 12 (sta 1 +00 <br />TRAIL ONE SIDE; NO PARKING <br />N.T.S. <br />Designed: FDH II <br />Checked: FDH H <br />Drawn: DWR <br />Record Drawing by/date: <br />Prepared for: <br />0P5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />St. Louis Park, MN 55416 <br />6' 5' .1' <br />SIDEWALK (TYP.), <br />VERIFY LOCATION <br />SURMOUNTABLE <br />CURB & GUTTER <br />A) Installation <br />WIRE FENCING <br />POST 1 SET POSTS AND 2 STAPLE THE WIRE <br />EXCAVATE A MESH FENCING TO <br />6"X 6"TRENCH EACH POST <br />TRENCH UPSLOPE ALONG THE <br />6^X 6" \ LINE OF THE POSTS <br />11-Illr - \Y 111II=111I011119 1111=111� 11= J 1111 11�II=1111= <br />IIIII-IIIII=IIIII -IIIIL=-=-1111 IIIII-1111=IIIII =111L=-IIIII <br />IIIII=JLl1nl IIIII=-1111=�11111 Illle <br />Pit <br />FILTER FABRIC -> 3 ATTACH THE FILTER 4 BACKFILL THE TRENCH <br />FABRIC TO THE AND COMPACT THE <br />WIRE FENCING AND EXCAVATED SOIL <br />THE TRENCH <br />COMPACTED <br />BACKFILL <br />111111"1=11111� IIIII=IIIII=111 IIIII-1H 1111� 11111=11111=1111- <br />IIIL=-IlTllmlllll IITL=-=-1111 IIIIL=-11111slllll =IIIIL=-IIIII <br />'IIIII=IIIIIII 1111=: �1111a111�1 IIII=: <br />IIIII 1111 <br />BOTTOM <br />OF <br />DRAINAGE WAY <br />B <br />p A� A <br />g004 <br />ELEVATION: <br />POINTS "A" SHOULD BE <br />HIGHER THAN POINT "B" <br />B) Maintenance <br />1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER <br />AFTER EACH RAINFALL AND AT LEAST DAILY DURING EACH STORM EVENT. THEY MUST BE REMOVED WHEN <br />PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL DEPOSITS REACH APPROXIMATELY 113 THE HEIGHT OF <br />BE MADE IMMEDIATELY. THE BARRIER. <br />2. SHOULD THE FABRIC DECOMPOSE OR BECOME 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER <br />INEFFECTIVE PRIOR TO THE END OF THE EXPECTED THE SILT FENCE OR FILTER BARRIER IS NO LONGER <br />USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, REQUIRED SHALL BE DRESSED TO CONFORM WITH THE <br />THE FABRIC SHALL BE REPLACED PROMPTLY. EXISTING GRADE, PREPARED AND SEEDED. <br />5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF <br />H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS REQUIREL <br />AROUND WATER BODIES, STEEP SLOPES, AND HIGHLY <br />ERODIBLE SOILS. <br />PLATE NO. HU-EC-2 <br />HUGO CONSTRUCTION <br />AND REVISION DATE : <br />OF A <br />SILT FENCE <br />1 1 /2" BIT. WEARING COURSE <br />MNDOT SPEC 2360, TYPE SP <br />9.5 WEAR COURSE (3.B)(SPNWEA340B) <br />TACK COAT, MnDOT 2357 <br />2 1 /2" BITUMINOUS BASE COURSE <br />MNDOT SPEC. 2360, SP12.5 NON WEAR <br />COURSE (3.B)(SPNWB330B) <br />12" CLASS 5 AGGREGATE BASE <br />(100% CRUSHED) <br />24" MNDOT 2211 CLASS AGGREGATE SUB -BASE <br />(100% CRUSHED) <br />GEOTEXTILE FABRIC, FOR CLAY <br />SUBSOILS - MIRAFI 50OX <br />10' <br />6" MIN. <br />TOPSOIL <br />(TYP.) �39; <br />1.5:1 SLOPE <br />2.0' BOC � <br />I <br />`-TRAIL <br />EASEMENT <br />8' 4' 4' i (CITY OUTLOT) 10' <br />6" MIN. <br />2% I TOPSOIL 3� <br />3% - (TYP.) \ <br />7- TRAIL (TYP.) <br />B618 CURB & 1.5:1 SLOB <br />GUTTER 2.0' BOC <br />50' (ROW) <br />28 F-F <br />30' B-B <br />15' 1 15' <br />3�_0% <br />PROFILE GRADE <br />GRADING GRADE <br />40" <br />STREET 14 <br />0111i1:01111619CIM-IT1T821 l%@lfj <br />SIDEWALK & PARKING ONE -SIDE <br />N.T.S. <br />50' (ROW) <br />28' (F-F) <br />30' B-B) <br />15' 1 15' <br />3�_0% <br />PROFILE GRADE <br />GRADING GRADE <br />1 40" <br />STREETS 4.6.7.10 & 11 <br />PARKING ONE -SIDE <br />N.T.S. <br />Adelaide <br />Landing <br />Common Ground Alliance <br />3A32 CONCRETE SIDEWALK <br />CLASS 5 AGGREGATE BASE <br />CRUSHED GRAVEL) <br />�,vrvIPACTED SUBGRADE <br />4' 5' 1' <br />2% <br />SIDEWALK (TYP.), <br />VERIFY LOCATION <br />SURMOUNTABLE <br />CURB & GUTTER <br />10' <br />3% <br />SURMOUNTABLE <br />CURB & GUTTER <br />NOT FOR CONSTRUCTION <br />Date, 11/29/16 <br />Details <br />Sheet: 27 OF 27 <br />0008463DTP04.dw <br />Francis D. Hagen II, PE <br />Dates 02/05/17 License No. 17716 <br />kMA V <br />