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DEFLECTOR PLATE <br />OVERFLOW Q - CENTER OF FILTER ASSEMBLY <br />O'ERFLOW © - TOP OF CURB BOX <br />10• FILTER ASSEMBLY <br />/ \ \ CURB <br />�• � y ed 1�2'R I I <br />fi MINIMUM .. •� .� y <br />a" 127 <br />1" - 2" NEENAH R-3067- <br />WASHm RCCK HIC4i-FLOW FABRIC N <br />MIRAFl FF101 OTE FOR MECHANICALLY 1_AIO <br />CURB, SHOE MAY 8E TILTED. <br />ROCK CONSTRUCTION ENTRANCE WIMCO INLET PROTECTION 8612 CONCRETE CURB AND CUTTER <br />NOT TO SCALE NOT TO SCALE NOT TO SCALE <br />2" X 2" WOOD OR STEEL <br />POST T-7" O.C. <br />WIRE MESH REINFORCEMENT, SIO, <br />1/YR 3R <br />FIELD FENCE. MW. 30" HC:4, MAX. <br />MESH $PAGING OF 6" AND MIN. r1l 11;1111A <br />14-1/2" GAUGE WIRE IS OPTIONAL <br />RI1/2"�F7 <br />r T' <br />GEOTE%TILE FILTER FABRIC - ^ <br />OVERLAP 6• AND FASTEN AT 2' <br />INTERVALS. LAY FABRC IN TRENCH. <br />6" 2" <br />FABRIC ANCHORAGE TRENCH. <br />BACKFILL TRENCH WITH TAMPED I -S" WEAR - 2360 <br />NATURAL SOIL WEAR COURSE MIXTURE B (LVWE4-0308) NILE; FOR MECHANICALLY LAD <br />RUNOFF TACK <br />COMPACTION METHOD CURB. SHOE MAY BE TILTED. <br />p1REC TACK COAT, MNOOT 2.357 <br />~ 2• DAM - 2350 0612 CONCRETE CURB AND GUTTER <br />NON -WEAR COURSE MIXTURE 8 (LVNW35030a) TB T <br />ORDINARY COMPACTION METHOD <br />6" ACC. BASE, CL 5 OR CL 6 NOT TO SCALE <br />SF MNDCT 3138 <br />o SPECIFIED DENSITY COMPACTION METHOD <br />a APPROVED GRANULAR SUBBASE AS <br />EXTEND WRE MESH DETERMINED BY GEOTECHNICAL ENGINEER <br />INTO TRENCH / M1N. NOTES <br />SUPPORT POST I) WIRE MESH IS NOT REQUIRED. PA'ANG SHALL CONFORM TO THE LATEST EDITION OF MNDOYS <br />)RAGE IN-SITU S.AL 2) CONTRACTOR IS RESPONSIBLE FOR STANDARD SPECIFICATIONS FOR CONSTRUCTION 'NO THE CITYS <br />REMOVAL OF ALL EROSION CONTROL STANDANDS FOR STREET AND UTILITY CONSTRUCTION. <br />MATERIALS FOLLOWING TURF CEOTECHINCAL ENGINEER TO REVIEW OW -_ITE SOILS AND PP.EMENT <br />E$TADUSH, <br />EFIT. SECTION PRIOR TO ANY INSTILLATIONS <br />EROSION CONTROL FENCE PROPOSER BITUMINOUS <br />NOT TO SCALE NOT TO SCALE <br />�6 <br />meg^W LINE <br />5" J <br />CURB CUT <br />�T 4' <br />4" COMCAETE (3A32) <br />4° CLASS 5 AGGREGATE BASE <br />CONCRETE SPILLWAY <br />TYPICAL SECTION <br />'!ARIES k SEE PLAN <br />f <br />_ VIII <br />CONI m" <br />SPILLWAY <br />RIPRAP (CL III) GEOTEXTILE FLIER FABRIC <br />CONCRETE SPILLWAY WI RIP -RAP <br />NOT '„ SCALE <br />T/2• 2% <br />24" -------- <br />CONCRETE <br />CONCRETE MORON CURB <br />NOT TO SCALE <br />uW:'AN W. DESIGN RY; <br />C.M. G.W.P. <br />CHCKOBY; PROU_NO. <br />$$ ci <br />ci <br />m a <br />ri <br />O <br />— 0 v <br />� i a <br />L : <br />O <br />O� <br />PREPARED FOR: <br />SOUTHWIND <br />BUILDERS. INC. <br />M1� <br />SITE PL` NNING <br />6 ENGINEERING <br />PLOWS <br />iNi1RiERINCIRC. <br />T SLAKE 0PA 'E <br />SUITE 110 <br />LINO L' KES, MN W014 <br />PHONE' 18511361 10 <br />FAX (6617 361-8701 <br />DETAILS C2 <br />HUGO FOOD SHELF <br />