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2017 Westwood Professional Services, Inc. <br />Mf%An CI Ior Anr <br />3GRADE ELEV. <br />)TEXTILE FILTER AGGREGATE <br />IDOT 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 />NOTE• <br />DRAINTILE INSTALLED <br />50' IN EACH DIRECTION <br />FROM CATCH BASIN <br />R/W <br />PERFORATED <br />DRAIN TILE <br />xrv. iOie��ss s���z <br />22' (STA. 15+87 TO 29+32) <br />TRANSITION 22'-25 (STA. 29+32 TO 31+31) <br />25(STA. 30+30 TO 30+67) <br />7' (STA. 15+87 TO 29+32) <br />TRANSITION 7'-10' (STA. 29+32 <br />TO 31+31) <br />10' (STA. 30+30 TO 30+67) I 15' <br />DWY VARIES 8% MAX. <br />TURF VARIES 15% MAX. <br />'a <br />6" TOPSOIL AND SEED <br />R/W <br />10' <br />50' <br />CL ROAD <br />FPGA II I III IIII <br />o,60 <br />R� QJ8 P,OP� D/RFC/fie Frye AS <br />FO <br />'�• 000'�000 �. oo. <br />II .moo"ifg1•�U: K7..o. <br />o �o <br />2" WASHED COARSE <br />AGGREGATE <br />6"MIN.DEPTH <br />NOTES: <br />1. CRUSHED CONCRETE NOT ALLOWED. <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 />28' (STA. 15+87 TO 29+32) <br />TRANSITION 28'-25' (STA. 29+32 TO 31+31) <br />25' (STA. 30+30 TO 30+67) <br />13' (STA. 15+87 TO 29+32) <br />TRANSITION 13'-10' (STA. 29+32 <br />TO 31+31) <br />15' I 10' (STA. 30+30 TO 30+67) <br />R/W <br />1/2" g" Distance to CF Variable <br />r �D <br />3' r <br />1 <br />3 <br />1/z r <br />LOPE 314"IFT. HIF <br />Mn/DOT B 618 <br />8" 18" <br />1/2 r <br />" <br />g" Distance to CL Variable <br />io <br />3" r <br />b 1 <br />3 1/2" r <br />e --SLOPE 314"/FT. rF <br />1 <br />Mn/DOT B 624 <br />24" <br />28" r FACE OF CURB <br />18" <br />12"r� <br />68" r <br />TOP OF BITUMINUS <br />MAT <br />MODIFIED'S' DESIGN <br />e BASE <br />It V2 <br />1/2 r g" Distance to C %(enable <br />" <br />3" r <br />3 <br />112" r <br />LOPE 3/4"IF� <br />f— <br />Mn/DOT B 612 <br />a <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-213 <br />CONCRETE <br />DATE REVISION 10/05/06 <br />HUGO <br />CURB & GUTTER <br />R/W <br />7' <br />A) Installation <br />WIRE FENCING <br />POSI 1 SET POSTS AND 2 STAPLE THE WIRE <br />EXCAVATE A MESH FENCING TO <br />6"X 6"TRENCH EACH POST <br />TRENCUNE OPEALONSTHE <br />6"X6"LINEOFTHE POSTS <br />1111=1111I-11111JIIII- 11111-11111_11111= VIII11111-111111-11111 tl111=11111=11111 =1_I 11111 <br />FILTERJFABRIC-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 />COMPACTEDBACKFILL1111=11111=11111- 11111=BIF11111= 0-1111LB11=11111=1111 1111-1111311111–IIIIIIIII 11111 <br />BOTTOM <br />OF <br />DRAINAGE WAY <br />OA B A <br />LL <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 <br />4. ANY SEDIMENT DEPOSITS REMAINING <br />INEFFECTIVE PRIOR TO THE END OF THE EXPECTED THE SILT FENCE OR FILTER BARRIER IS <br />NOO LONGER 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 />22' <br />PLATE NO. HU -EC -2 <br />PLACEMENT AND REISION <br />HUGO DATE <br />CONSTRUCTION OF A <br />SILT FENCE <br />15' <br />50' <br />CL ROAD <br />15' <br />28' <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 />Zmay <br />r <br />PLATE NO. HU-EG4 <br />HUGOWIMCO Curb &Gutter REVISION <br />DATE <br />Inlet Protection <br />(Model CG23) <br />13' <br />- <br />4' 8' 4' 8' <br />BIT TRAIL DWY <br />VARIES 8% MAX. BIT TRAIL <br />TURF VARIES 15% MAX. DWY VARIES 8% MAX. <br />2.0% SLOPE (WITH TRAIL) ("THOUT TRAIL) TURF VARIES 15% MAX. <br />2.0% SLOPE <br />21%9 SLOPE 2% SLOPE 2% SLOPE 2% SLOPE <br />– �— – – – <br />ry � ti <br />6" TOPSOIL AND SEED <br />BIT. TRAIL (STATION 15+87 TO 26+48) <br />NO TRAIL (26+48 TO 30+67) <br />FABLE ROAD NORTH TYPICAL STREET SECTION <br />25' <br />15' <br />50' <br />CL ROAD <br />15' <br />25' <br />10' <br />DWY VARIES 8% MAX. <br />DWY VARIES 8% MAX. TURF VARIES 15% MAX. <br />TURF VARIES 15% MAX. (WITHOUT TRAIL) <br />R/W <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 />STREET 2 TYPICAL STREET SECTION <br />I hereby certify that this plan was prepared by me or under myI Revisions: <br />direct supervision and that I am a duly licensed PROFESSIONAL <br />EN(W-4M under the laws of the State of Minnesota <br />John Bender, PB <br />Date 07/05/17 Liaenae No. 43358 <br />STREET 1 TYPICAL STREET SECTION <br />- <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 FABRICFOR CLAY <br />, <br />SUBSOILS — MIRAFI 50OX <br />TYPICAL PAVEMENT <br />NO SCALE <br />lar <br />Checked:" DCH, lar <br />Drawn: DJW, SRS <br />Record Drawing by/date: <br />Prepared for: <br />R/W <br />/2" BIT. WEARING COURSE <br />)OT SPEC 2360, TYPE SP <br />WEAR COURSE (3.B)(SPNWEA340B) <br />CLASS 5 AGGREGATE BASE <br />D% CRUSHED) <br />%,�1vIPACTED SUBGRADE <br />BITUMINOUS TRAIL <br />NO SCALE <br />Elmcrest Investments, LLC <br />3500 Willow Lake Road <br />Vadnais Heights, Minnesota 55110 <br />Fable Hill <br />4th Addition <br />Call 48 Hours before digging: <br />GOPHER STATE ONE CALL <br />Twin City Area 651-454-0002 <br />Mn. Toll Free 1-800-252-1166 <br />0010423DTP02.dwg <br />Date: 06/26/17 Sheet: 9 OF 9 <br />Details <br />