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\MU4 <br />5' METAL OR ro2'W000 FENCE POST <br />060170TRE wart NET <br />BACKING <br />',. <br />BACKER). �. . <br />04 <br />GEOTEIRILE TO <br />OVERLAP THROUGH <br />TRENCH. <br />' <br />NOTE -SILT FENCE SHALL CONFORM TO <br />MNOOT 3886. TYPE B. <br />- FENCING SHALL BE PLACED ALONG CONTOURS <br />OR AS DIRECTED BY ENGINEER. <br />4/23/97 <br />STANDARD DRAWING i <br />NO. <br />01 <br />R/W <br />6" Min. <br />1' To Y Washed Rock <br />ADM <br />Rook airs Would It 1' to Y M sine such <br />os <br />1.11DOT 04 -1 or C8 -2 course aggregate. <br />A goote 1i. Work may be used under Me rock <br />to prevent migration at Me underlying soil Into <br />the trans. <br />6 <br />ROCK CONSTRUCTION ENTRANCE <br />1- 97-97, RD! 6-9e <br />GRo-a <br />VARIES <br />VARIES <br />16' <br />16' <br />VARIES <br />4• TOPSOIL & <br />SOD (BY OTHERS) <br />REVISIONS <br />TE <br />2 -12 -01 <br />RF <br />PRELIMINARY PLAN SUBMITTAL <br />4 -8 -01 <br />RF <br />CRY W WATERSHED REVISIONS <br />24' SELECT GRANULAR BORROW <br />(URBAN STREET /PERMANENT SECTION) <br />PLAN, SPECIFICATION ON 1 <br />E OR UNDER MY DIRECT <br />DULY LICENSED PROFESSIONAL <br />IF 1HE STATE Of MINNESOTA. <br />NO. 19504 <br />I ( SCHOELL <br />ENGINEERS • <br />SOIL. ENGINEERS • <br />— 10580 WAVE/ <br />MINNET <br />DATE / <br />) <br />(952) 5476 <br />k . I <br />_ _ <br />I <br />EREBY GERD,Y THAT 1615 <br />REPORT WAS PREPARED BY <br />SUPEM51pN AND RUT I AM <br />ENGINEER DER NEWS <br />DOUG STAHL <br />DATE: �: / 7 */ REG. <br />REVIEWED 87 <br />2.076 <br />E <br />R/W <br />1 <br />MAX. SLOPE 3:1 <br />MIN. SLOPE 2.076_ -I, <br />D412 CONC. CURB <br />& GUTTER <br />INC COURSE <br />NML <br />OYER EXCAVATE BOTTOM 2' FOR <br />TEMPORARY SEDIMENT STORAGE <br />TYPICAL BASIN GRADING <br />GR0 -19 <br />r - S CLEAR CRUSHED ROCK <br />BERM AROUND GRATE. DO NOT <br />COVER GRATE. <br />MADSON, INC. <br />SURVEYORS • PLANNING <br />ENVIRONMENTAL SERVICES <br />TA BOULEVARD. SUITE 1 <br />)NKA MN 55305 <br />21 FAX: 546 -9065 <br />hoslloddton.cam J <br />OWNER /DEVELOPER <br />HERITAGE DEVELOPMENT <br />450 EAST COUNTY ROAD D <br />ST PAUL, MN <br />651 -481 -0017 <br />7OJECT NAME /SHEET TITLE <br />SADDLE CLUB ADDITION <br />LINO LAKES, MN <br />PRELIMINARY CONSTRUCTION DETAILS <br />rtj>IEC) <br />X570 6 2D01 <br />_rte <br />• <br />III <br />1.5 -2350 <br />TACK <br />7-2350 <br />5 <br />TYPE LV 4 BIT. WEARING COUI <br />COAT <br />TYPE LV 2 OR 3 BIT. NON -WEA <br />AGGREGATE BASE, CL 5 <br />(PLACED ON APPROVED SUBGRADE) <br />24' SELECT GRANULAR BORROW <br />(URBAN STREET /PERMANENT SECTION) <br />PLAN, SPECIFICATION ON 1 <br />E OR UNDER MY DIRECT <br />DULY LICENSED PROFESSIONAL <br />IF 1HE STATE Of MINNESOTA. <br />NO. 19504 <br />I ( SCHOELL <br />ENGINEERS • <br />SOIL. ENGINEERS • <br />— 10580 WAVE/ <br />MINNET <br />DATE / <br />) <br />(952) 5476 <br />k . I <br />_ _ <br />E <br />R/W <br />1 <br />MAX. SLOPE 3:1 <br />MIN. SLOPE 2.076_ -I, <br />D412 CONC. CURB <br />& GUTTER <br />INC COURSE <br />NML <br />OYER EXCAVATE BOTTOM 2' FOR <br />TEMPORARY SEDIMENT STORAGE <br />TYPICAL BASIN GRADING <br />GR0 -19 <br />r - S CLEAR CRUSHED ROCK <br />BERM AROUND GRATE. DO NOT <br />COVER GRATE. <br />MADSON, INC. <br />SURVEYORS • PLANNING <br />ENVIRONMENTAL SERVICES <br />TA BOULEVARD. SUITE 1 <br />)NKA MN 55305 <br />21 FAX: 546 -9065 <br />hoslloddton.cam J <br />OWNER /DEVELOPER <br />HERITAGE DEVELOPMENT <br />450 EAST COUNTY ROAD D <br />ST PAUL, MN <br />651 -481 -0017 <br />7OJECT NAME /SHEET TITLE <br />SADDLE CLUB ADDITION <br />LINO LAKES, MN <br />PRELIMINARY CONSTRUCTION DETAILS <br />rtj>IEC) <br />X570 6 2D01 <br />_rte <br />• <br />