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tl <br />G£0TEATILE WITH NET <br />BACKING <br />BACKFILL <br />GEOTEXTILE TO <br />OVERLAP THROUGH <br />TRENCH. <br />5' METAL OR 2'0211000 FENCE POST <br />11 <br />NOTE -SILT FENCE SHALL CONFORM TO <br />MN00T 3888, TYPE B. <br />-FENCING SHALL BE PLACED ALONG CONTOURS <br />OR AS DIRECTED BY ENGINEER. <br />SILT FENCE <br />06 <br />OF OUANTRSES <br />r' /-RIP RAP <br />TUTU AR <br />BLANKET SEC. 8 -B <br />r'' R <br />GRANULAR FILTER BLANKET <br />OR APPROVED FABRIC FILTER -� <br />BLANKET, 3' UNDER SEC. A -A <br />RAP <br />RIP RAP DETAIL FOR RCP APRONS <br />6' Min. <br />1' To 2' Washed Rock <br />P1 <br />Rock 3iI9 shook! be 1' to 2' in &ae ouch <br />oa Mn00T CA -1 or CA -2 coupe oggragote. <br />A grat.ABla fabne may be Ford under the rock <br />to prevent migration of the weedy: mg rag into <br />the atom. <br />ROCK CONSTRUCTION ENTRANCE <br />1- 27 -97, REP 6-9. <br />8703-5 <br />12' DEPTH -CL2 RIP RAP WITH FABRIC <br />RIP RAP OVERFLOW <br />DETAIL. <br />R/W <br />ARIES <br />VARIES <br />16' <br />16' <br />VARIES <br />7/'A' <br />-4' 707501E k <br />500 (BY OTHERS) <br />2.01 <br />-1.5' -2350 TYPE IN 4 BIT. NEARING COURSE <br />-TACK COAT <br />Y -2350 217E LV 2 OR 3 8R. NON - WEARING COURSE <br />5' AGGREGATE 6•50. CL 5 <br />(PLACED ON APPRO,58 5UBGRAOE) <br />24' SELECT GRANULAR BORROW <br />TYPICAL SECTION <br />(URBAN STREET /PERMANENT SECTION) <br />5' <br />MAIL <br />ton <br />NWL <br />OVER EXCAVATE BOTTOM 2' FOR <br />TEMPORARY SEDIMENT STORAGE <br />TYPICAL BASIN GRADING <br />- 3' CLEAR CRUSHED ROCK <br />BERM AROUND GRATE. DO NOT <br />COVER GRATE. <br />REVISIONS <br />REV150N <br />2 -12 -011 <br />4 -6 -01 <br />122 OE1 <br />P <br />O0.1.166AR <br />.17LT <br />ir DEPTH <br />*8. 4_ EP1 <br />rnA911aM <br />UR <br />g• OEP0 <br />RE <br />PA YD. <br />GL N. <br />CU <br />Y. <br />CU 19 <br />12• <br />117 <br />09 <br />1.3 <br />15' <br />1C <br />. <br />13 <br />1a <br />53 <br />45 <br />7-3 <br />SIT <br />3 0• <br />U <br />L <br />17. 1 <br />LS <br />26 <br />42' <br />a o <br />11.7 <br />i3A <br />GI <br />.10. <br />s <br />)z6 <br />7.2 <br />47 <br />213 <br />26.1 <br />tae <br />111 <br />SOT <br />eff <br />20.6 2 <br />19 <br />MO <br />211 <br />MA <br />116 <br />too <br />75' <br />eY <br />r <br />273 <br />50.7 <br />xs <br />146 <br />174 <br />1 � <br />1 <br />sir <br />23.1 <br />22.1 <br />259 <br />vn <br />PIPE - <br />AROf <br />ii <br />SA <br />15 <br />ie• <br />0.2 <br />iii 16 <br />1. <br />n9 <br />.N <br />06 a <br />1.i <br />.6• 216 111 <br />ni <br />519 <br />1. <br />10Y 6 17.4 <br />115• .2 10.6 <br />5 21 <br />26.1 <br />20.4 <br />1. M. 4 <br />49.0 243 <br />716 <br />WI <br />1W 593 29A <br />1110.3 <br />44.7 <br />r' /-RIP RAP <br />TUTU AR <br />BLANKET SEC. 8 -B <br />r'' R <br />GRANULAR FILTER BLANKET <br />OR APPROVED FABRIC FILTER -� <br />BLANKET, 3' UNDER SEC. A -A <br />RAP <br />RIP RAP DETAIL FOR RCP APRONS <br />6' Min. <br />1' To 2' Washed Rock <br />P1 <br />Rock 3iI9 shook! be 1' to 2' in &ae ouch <br />oa Mn00T CA -1 or CA -2 coupe oggragote. <br />A grat.ABla fabne may be Ford under the rock <br />to prevent migration of the weedy: mg rag into <br />the atom. <br />ROCK CONSTRUCTION ENTRANCE <br />1- 27 -97, REP 6-9. <br />8703-5 <br />12' DEPTH -CL2 RIP RAP WITH FABRIC <br />RIP RAP OVERFLOW <br />DETAIL. <br />R/W <br />ARIES <br />VARIES <br />16' <br />16' <br />VARIES <br />7/'A' <br />-4' 707501E k <br />500 (BY OTHERS) <br />2.01 <br />-1.5' -2350 TYPE IN 4 BIT. NEARING COURSE <br />-TACK COAT <br />Y -2350 217E LV 2 OR 3 8R. NON - WEARING COURSE <br />5' AGGREGATE 6•50. CL 5 <br />(PLACED ON APPRO,58 5UBGRAOE) <br />24' SELECT GRANULAR BORROW <br />TYPICAL SECTION <br />(URBAN STREET /PERMANENT SECTION) <br />5' <br />MAIL <br />ton <br />NWL <br />OVER EXCAVATE BOTTOM 2' FOR <br />TEMPORARY SEDIMENT STORAGE <br />TYPICAL BASIN GRADING <br />- 3' CLEAR CRUSHED ROCK <br />BERM AROUND GRATE. DO NOT <br />COVER GRATE. <br />REVISIONS <br />REV150N <br />2 -12 -011 <br />4 -6 -01 <br />RF <br />RF <br />PRELIMINARY RAN SUBMITTAL <br />C0'7 k WATERSHED REVISIONS <br />6 -7 -01 <br />OS <br />CITY REVISIONS <br />8 -13 -01 <br />RF <br />NEW SUBMITTAL <br />(l'HEAEHY GRITTY THAT THIS PUN, 5140 01CATI0N. OR \ I <br />/ RETORT WAS PREPARED BY ME OR UNDER 177 DIRER <br />2.1IPERMSION AND TNT 1 AM A 1ULY LICENSE) PROFESSIONAL <br />ENGINEER UNOR TIE UN'S Of THE STATE Of MINNESOTA <br />DOUG STAHL <br />DUE: REG. N0. 19 <br />:vow. S1`. <br />DATE <br />SCHOELL & MIADSON, INC. / OWNER /DEVELOPER <br />ENGINEERS • 53.5951084 • PLANNING <br />501L TESTING • ENVIRONMENTAL SERVICES <br />10580 WAYZATA BOULEVARD. SURE 1 <br />MNNETONKA, MN 55305 <br />(952) 548 -7801 FAX: 548 -9085 <br />5 W 5.eehw 71112 d 6011. aom <br />1 :\ ENu \b1513 \n:)r; \t)2 \PkEDETAIU.cwg, O <br />HERITAGE DEVELOPMENT <br />450 EAST COUNTY ROAD D <br />ST PAUL, MN <br />861 -481 -0017 <br />/0x11 09:42:52 AID, Calvin! I <br />DATE: AUGUST 13, 2001 / <br />PROJECT NAME /SHEET TITLE <br />SADDLE CLUB ADDITION <br />LINO LAKES, MN <br />PRELIMINARY CONSTRUCTION DETAILS <br />S.M.1. PROJECT NO. 61513 -006 SHEET 6 OF 7 SHEETS <br />r. <br />15 3200 <br />'td3 ?: t�nsa <br />