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DATE BY <br />REVISIONS <br />REVISION <br />2 -12 -01 <br />RF <br />PRELIMINARY PUN SUBMITTAL <br />4-8 -01 <br />RF <br />CRY Be WATERSHED REVISIONS <br />5' METAL OR Yx2W00D FENCE POST <br />GEOTEKTILE wart NET <br />BACKING —` <br />BACKFILL <br />GEOTEX1110 TO <br />OVERLAP THROUGH <br />TRENCH. <br />OTE -SILT FENCE SHALL CONFORM TO <br />MNDOT 3888, TYPE 8. <br />- FENCING SHALL BE PLACED ALONG CONTOURS <br />OR AS DIRECTED BY ENGINEER. <br />4/23/97 <br />STANDARD DRAWING <br />NO. <br />R/W <br />VARIES <br />16' <br />VARIES <br />6' Min <br />1' To 2' Washed Rock <br />BRIE: <br />Rock size should be 1' to 2' in size such <br />0 Mn00T CA-I or 06 -2 course aggregate. <br />A geotextile fabric may be used under the rock <br />to prevent migration of the underlying soil Into <br />the stone. <br />ROCK CONSTRUCTION ENTRANCE <br />16' <br />VARIES <br />MAX. SLOPE 3:1 <br />MIN: SLOPE 2,0A <br />R/W <br />1 <br />-4- TOPSOIL & <br />SOD (BY OTHERS) <br />ti 0412 CONC. CURB <br />& CUTTER <br />-1.5' -2350 TYPE LV 4 BIT. WEARING COURSE <br />— TACK COAT <br />Y -2350 TYPE LV 2 OR 3 BIT. NON - WEARING COURSE <br />5 AGGREGATE BASE, CL 5 <br />(PLACED ON APPROVED SUBGRADE) <br />24 SELECT GRANULAR BORROW <br />(URBAN STREET /PERMANENT SECTION) <br />PIPE LENGTH ANON. <br />SIZE WILL VARY <br />GOING INTO POND <br />REFER TO PUNS <br />100 <br />OVER EXCAVATE BOTTOM 2' FOR <br />TEMPORARY SEDIMENT STORAGE <br />TYPICAL BASIN GRADING <br />1' - 3' CLEAR CRUSHED ROCK <br />BERN AROUND GRATE. 00 NOT <br />COVER GRATE. <br />REPORT WAS PREPARED BY ME OR UNOE8 Wn DIRECT \ / <br />SUPERVISION AND THAT 1 NA A DULY LICENSED PROFESSIONAL <br />ENGINEER: UEJDER THE FOB OF TIE STATE OF ■wNESOTA. <br />DOUG STAHL A <br />DATE /'* '[il REG NO. 19580 <br />aPAFWEO RYA <br />SCHOELL & MADSON, INC. \ / OWNER /DEVELOPER <br />ENGINEERS • SURVEYORS • PLANNING <br />SOIL 1E51180 • ENVIRONMENTAL SERVICES <br />10580 WAYZATA BOULEVARD, SUITE 1 <br />M166(00NKA, MN 55305 <br />(952) 546 -7501 FAX: 546 -9065 <br />www.schaellmodson.con, 9 L <br />HERITAGE DEVELOPMENT <br />450 EAST COUNTY ROAD D <br />ST PAUL, MN <br />651-481-0017 <br />PROJECT NAME /SHEET TITLE <br />SADDLE CLUB ADDITION <br />LINO LAKES, MN <br />PRELIMINARY CONSTRUCTION DETAILS <br />APR 0 6 2001 <br />OF LNIO <br />