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c2016 Westwood Professional Services, Inc. <br />H WL <br />J: I JLUrt <br />POND <br />On Ari CI IOCAnC <br />TYPICAL POND CROSS—SECTION <br />® ADJACENT PROPERTIES <br />N.T.S. <br />30' TYP. CORRIDOR <br />8' BIT. <br />10' SHOULDER TRAIL <br />TYP. <br />BUFFER <br />VARIES <br />WETLAND <br />3:1 SLOPE <br />TYPICAL TRAIL CROSS—SECTION <br />CSD POND 17 <br />N.T.S. <br />3GRADE ELEV. <br />)TEXTILE FILTER AGGREGATE <br />DOT 3149.2H) <br />PERF. PVC PIPE SDR 35 <br />. �JTEXTILE FABRIC—TYPE II <br />(MnDOT 3733) <br />PERFORATED UNDER DRAIN DETAIL <br />INSTALL AT LOW POINT AS DIRECTED BY THE ENGINEER <br />NOTEe <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 westwoodps.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 Minnesota. <br />Francis D. Hagen II, PE <br />Date 02/05/17 License Na 17716 <br />6" MIN. 13' <br />TOPSOIL <br />(TYP.) 3 <br />1.5:1 SLOPE <br />2.0' BOC - <br />6" MIN. 15' <br />TOPSOIL <br />3% <br />f <br />1.5:1 SLOPE <br />2.0' BOCK <br />12/1 /116 Revised Wetland Delineation <br />02/05/17 CITY COMMENTS <br />03/10/17 CITY COMMENTS <br />III I <br />FP°� <br />ROPO O/R <br />030 FOQ F/V�RgS <br />o. N FR <br />o dCr <br />910 <br />g�qo oo� <br />l=%�o n �� <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–B <br />17' 17' <br />3�_0% <br />PROFILE GRADE) / <br />GRADING GRADE <br />L40" <br />STREETS <br />2,3 <br />& 13 <br />SIDEWALK & PARKING <br />ONE–SIDE <br />N.T.S. <br />6"Distance to CL Variable <br />– <br />28' F–F) <br />60' <br />(ROW) <br />e—SLOPE 314"LFL <br />Mr DOT B 624 <br />28' <br />(F–F) <br />30' B–B) <br />30' <br />(B–B) <br />IT,, <br />68"r <br />1l2 TOP OF BITUMINUS <br />15' <br />1 <br />15' <br />BASE <br />12' <br />6" Distance to C 1[ariable <br />2" r <br />3�_0% <br />rdr <br />6" MIN. <br />PROFILE GRADE) / <br />GRADING GRADE <br />L40" <br />STREET 5 (sta 10+45-15+00) <br />TRIAL ONE SIDE; NO PARKING <br />N.T.S. <br />OERECIOR PLATE <br />OVERFLOW Ql - CEN7FR BF FILTER ASSEMBLY <br />OVERFLOW (2 - rop OF CURB BUX <br />7a� Btr <br />CURB <br />CC -23 HIGH -R. <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 />PLATE NO. HU -EC -4 <br />HUGO WIMCO Curb &Gutter REVISION <br />DATE <br />Inlet Protection <br />(Model CG23) <br />I `> <br />6' Distance to CE Variable <br />uz°r <br />3" <br />r <br />3 <br />1l2" r <br />- �—SLOPE3/4IFT.a <br />Mn/DOT B 618 <br />2" r <br />6"Distance to CL Variable <br />– <br />28' F–F) <br />3" r <br />41 <br />�1/2"r <br />e—SLOPE 314"LFL <br />Mr DOT B 624 <br />30' B–B) <br />28" r FACE OF CURB <br />16" <br />IT,, <br />68"r <br />1l2 TOP OF BITUMINUS <br />MAT <br />- <br />MODIFIED'S' DESIGN <br />BASE <br />12' <br />6" Distance to C 1[ariable <br />2" r <br />6' 1 5' 11'10' <br />rdr <br />6" MIN. <br />13"r1/2" <br />Mn/DOT B 612 <br />2% <br />TOPSOIL <br />(TYP.) <br />3% <br />3.0% <br />NOTES: <br />1. MINIMUM OF 3" CLASS 5 AGGREGATE BASE UNDER <br />ALL CURB AND GUTTER <br />— <br />PLATE NO.HU-STR-26 <br />DATIE10N 10/0e/06 <br />CONCRETE <br />HUGOCURB <br />& GUTTER <br />SIDEWALK (TYP.), <br />111 <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 />INI-VIII=1111= \V 11111=11�I1-VIII- 11111=11111- �tl= J 11111-11111-1100 <br />11111-11111=11111 -IIIIL-1111 11111-1111=11111 -IIIIL=-11111 <br />=11111-L111 11711= -IIII=1101 111= <br />III NIII <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 />111191111-IIIII= 11111-11111-11111- 111119 N11�1111In <br />11111-111110 00 <br />IIIIL=-11111=IIIII =IIIIL=-tllll IIIIL=-IllIm IIIII-IIIII <br />IIIII=111111111 1111= �III= <br />1101 I <br />BOTTOM <br />OF <br />DRAINAGE WAY <br />LLA_B A <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 1/3 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 REQUIRED <br />AROUND WATER BODIES, STEEP SLOPES, AND HIGHLY <br />ERODIBLE SOILS. <br />PLATE NO. HU -EC -2 <br />�I <br />HUGO <br />PLACEMENT AND REVISION <br />DATE <br />CONSTRUCTION OF A <br />SILT FENCE <br />TYPICAL PAVEMENT <br />NO SCALE <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 />Designed: FM II <br />Qw-ked: FDH H <br />Drawn: DWR <br />Record Drawing by/date <br />Prepared for: <br />0F5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />St. Louis Park, MN 55416 <br />50' (ROW) <br />28' F–F) <br />30' B–B) <br />15' 15' <br />3.0% <br />PROFILE GRADE <br />GRADING GRADE <br />40" <br />Call 48 Hours before digging: <br />811 or call811.com <br />Common Ground Alliance <br />STREET 14 <br />STREET 5 (sta 15+00-49+00 <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 />, MN <br />CONC. WALKWAY <br />NO SCALE <br />3A32 CONCRETE SIDEWALK <br />CLASS 5 AGGREGATE BASE <br />J% CRUSHED GRAVEL) <br />UunvIPACTED SUBGRADE <br />4' j5' 1% 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 />54' (ROW) <br />28' F–F) <br />30' B–B) <br />7' <br />5' 1' <br />6" MIN. <br />12' <br />15' 15' <br />6' 1 5' 11'10' <br />6" MIN. <br />3% <br />2% <br />TOPSOIL <br />(TYP.) <br />3% <br />3.0% <br />3% 2% <br />TOPSOIL <br />(TYP.) <br />— <br />\ <br />SIDEWALK (TYP.), <br />I <br />SIDEWALK (TYP.), <br />VERIFY LOCATION <br />VERIFY LOCATION <br />1.5:1 SLOPE <br />SURMOUNTABLE <br />2.0' BOC <br />PROFILE GRADE <br />SURMOUNTABLE <br />CURB & GUTTER <br />GRADING GRADE <br />CURB <br />& GUTTER <br />1.5:1 SLOPE <br />2.0' BOCK <br />40" <br />STREETS 1,8,9 & 15 <br />SIDEWALK & PARKING ONE–SIDE <br />N.T.S. <br />54' (ROW) <br />1 <br />~TRAIL <br />_ <br />30' B–B� <br />i EASEMENT <br />6' <br />8' 1 ' <br />12' <br />15' 1 15' <br />8' 4' <br />(CITY OUTLOT) <br />4 1 <br />10' <br />6" MIN. <br />6" MIN. <br />3% <br />2% <br />TOPSOIL <br />(TYP.) <br />3% <br />3.0% <br />3% 2% <br />I <br />— <br />TOPSOIL <br />(TYP.) <br />7 <br />TRAIL (TYP.) <br />I <br />TRAIL (TYP.) <br />1.5:1 SLOPE <br />SURMOUNTABLE <br />2.0' BOC <br />PROFILE GRADE <br />B618 <br />CURB & <br />1.5:1 SLOPE <br />CURB & GUTTER <br />B618 CURB & <br />GRADING GRADE <br />GUTTER <br />2.0' BOCK <br />GUTTER <br />40" <br />STREET 12 (sta 1+00 <br />TRAIL ONE SIDE; NO PARKING <br />N.T.S. <br />Designed: FM II <br />Qw-ked: FDH H <br />Drawn: DWR <br />Record Drawing by/date <br />Prepared for: <br />0F5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />St. Louis Park, MN 55416 <br />50' (ROW) <br />28' F–F) <br />30' B–B) <br />15' 15' <br />3.0% <br />PROFILE GRADE <br />GRADING GRADE <br />40" <br />Call 48 Hours before digging: <br />811 or call811.com <br />Common Ground Alliance <br />STREET 14 <br />STREET 5 (sta 15+00-49+00 <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 />, MN <br />CONC. WALKWAY <br />NO SCALE <br />3A32 CONCRETE SIDEWALK <br />CLASS 5 AGGREGATE BASE <br />J% CRUSHED GRAVEL) <br />UunvIPACTED SUBGRADE <br />4' j5' 1% 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 />