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FILTER LOG -TYPE <br />STRAW BIOROLL <br />(OR AS SPECIFIED IN <br />THE PLANS OR SPEC) <br />� 1 <br />� I <br />b / I <br />YZ' X 2" X 16" LONG <br />WOODEN STAKES / I <br />WOOD STAKE <br />/ <br />/ <br />INSTALL FILTER LOG <br />/ <br />ALONG THE CONTOUR <br />/ NOTE: <br />/ 1. OVERLAP ENDS OF FILTER <br />LOG BY A MINIMUM OF 6". <br />2. FILTER LOGS SHALL BE <br />ACCORDING TO MNDOT <br />SPEC 3897 AND INSTALLED <br />ACCORDING TO MNDOT <br />SPEC 2573. <br />PERIMETER PROTECTION -FILTER LOG <br />NOT TO SCALE <br />PERIMETER DETAIL LOG <br />PROTECTION REVISIONS: DATE: BO LTO N <br />- FILTER LOG Created August 201 <br />y ORONO PLATE NO: 8 &MEN K <br />e`gkESHO��' I ERO-005 Real People. Real Solutions. <br />FASTEN GEOTEXTILE� <br />FABRIC TO POST <br />WITH PLASTIC ZIP <br />TIES (3 MINIMUM) <br />DIRECTION OF <br />RUNOFF FLOW <br />STEEL STUDDED 'T' POST <br />5' MINIMUM LENGTH POSTS <br />AT 6' MAXIMUM SPACING <br />GEOTEXTILE FABRIC, 36" WIDE <br />(SEE NOTE 1) <br />FABRIC ANCHORAGE TRENCH <br />BACKFILL WITH TAMPED NATURAL SOIL <br />- Z <br />�D <br />411 <br />NOTE: <br />MIN GEOTEXTILE FABRIC SHALL <br />BE PER MnDOT SPEC 3886 <br />SILT FENCE - HEAVY DUTY <br />NOT TO SCALE <br />PLASTIC'ZIP' TIES <br />(50# TENSILE) <br />LOCATED IN TOP 8" <br />H <br />Z_ Z <br />w <br />LO <br />o UJ <br />a m <br />N g <br />w <br />DIRECTION OF <br />RUNOFF FLOW <br />STEEL STUDDED 'T' POST 5' <br />MINIMUM LENGTH POSTS <br />AT 6' MAXIMUM SPACING <br />GEOTEXTILE FABRIC, 36" WIDTH <br />MACHINE SLICE <br />8"-12" DEPTH <br />(PLUS 6" FLAP) <br />SILT FENCE - MACHINE SLICED <br />NOT TO SCALE <br />ttoNo SILT FENCE DETAIL LOG n BO LTO N <br />REVISIONS: DATE: / <br />ORONO PLATE NO: Created August 2018 & MEN K <br />�` ICESHO�ERO-400 Real People. Real Solutions. <br />CIVIL METHODS, INC. <br />P.O. Box 28038 <br />St. Paul, MN 55128 <br />o:763.210.5713 I www.civiImethods.com <br />f----� 3' LEVEL (MIN) <br />4" OVERLAP <br />ON STAPLES <br />NOTE: <br />ANCHOR, OVERLAP & STAPLE <br />PER MANUFACTURER'S SPECIFICATIONS <br />FOLD UNDER 6" <br />EROSION CONTROL BLANKET INSTALLATION <br />NOT TO SCALE <br />%O DETAIL LOG BO LTO N <br />0 ORONO PLATE NO: EROSION CONTROL REVISIONS: DATE: <br />'d1 <br />ERO 200 BLANKET INSTALL Created August 2018 &MEN K <br />ESHo�``G Real People. Real Solutions. <br />A <br />L <br />SEE TABLE FOR <br />MINIMUM DEPTH <br />1' <br />SECTION B-B <br />4 <br />B <br />o <br />oCpn �rl no <br />-RIPRAP <br />A <br />SECTION A -A <br />RIPRAP AT RCP CULVERT END <br />NOT TO SCALE <br />CLASS II <br />d50=6" <br />CLASS III <br />d50=9" <br />CLASS IV <br />d50=12" <br />DIA <br />OF <br />ROUND <br />PIPE <br />(I N <br />L <br />FT <br />12" <br />DEPTH <br />RIPRAP <br />CU YD <br />18" <br />DEPTH <br />RIPRAP <br />CU YD <br />24" <br />DEPTH <br />RIPRAP <br />CU YD <br />12 <br />8 <br />3.0 <br />4.4 <br />5.9 <br />15 <br />8 <br />3.2 <br />4.8 <br />6.4 <br />18 <br />10 <br />1 4.3 <br />1 6.4 <br />8.5 <br />21 <br />10 <br />4.7 <br />7.1 <br />9.4 <br />24 <br />12 <br />6.2 <br />9.2 <br />12.3 <br />27 <br />12 <br />6.6 <br />9.9 <br />13.2 <br />30 <br />14 <br />8.2 <br />12.3 <br />16.4 <br />36 <br />16 <br />10.6 <br />15.8 <br />21.1 <br />42 <br />18 <br />12.5 <br />18.7 <br />24.9 <br />48 <br />20 <br />14.8 <br />22.2 <br />29.6 <br />ILE FABRIC, PER SPEC 3733; <br />THE FABRIC SHOULD COVER THE AREA <br />OF THE RIPRAP AND EXTEND UNDER <br />THE CULVERT APRON THREE FEET <br />RIPRAP AT RC DETAIL LOG nn BO LTO N <br />CULVERT END REVISIONS: DATE: <br />ORONO PLATE NO: Created August 2018 & MEN K <br />ERO-600 <br />`AkESHoReal People. Real Solutions. <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. <br />DATE: n�-n4-ini. <br />KENT E. BRANDER <br />LIC. No.: 44578 <br />DESIGNED: KEB <br />DRAWN: KEB <br />CHECKED: DMP <br />DATE / REVISION: <br />01-06-2025 Permit Submittal Set. NOT FOR CONSTRUCTION <br />01-18-2025 Adjusted Lot Lines per Clty Comments. NOT FOR CONSTRUCTION <br />03-04-2025 Added Cul-de-sac at Entry Turn Per City Comments. NOT FOR CONSTRUCTION <br />i <br />HARD SURFACE / <br />PUBLIC ROAD <br />° SILT FENCE TO TIE <br />INTO BERM OF ROCK <br />ACCESS EACH SIDE <br />s, <br />PROVIDE RADIUS 6" MIN <br />AS NEEDED(TYP) THICKNESS <br />3" MINUS WASHED <br />COARSE AGGREGATE <br />(OR APPROVED EQUAL) ° ° ° ° <br />E::Z= <br />18" MIN CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE 1h <br />MnDOT TYPE V (3733) GEOTEXTILE FABRIC SHALL BE PLACED <br />UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK <br />ROCK CONSTRUCTION ENTRANCE <br />NOT TO SCALE <br />Q <br />ROCK <br />DETAIL LOG <br />BO LTO N <br />REVISIONS: DATE: <br />ORONO PLATE NO: <br />ERO-502 <br />CONSTRUCTION <br />&MEN K <br />Created August 2018 <br />ENTRANCE <br />`AkESHo��G/ <br />Real People. Real Solutions. <br />BACKFILL WITH <br />SELECTED <br />COMPACTED <br />BACKFILL <br />MATERIAL FROM <br />i AS SPECIFIED <br />/�r� <br />EXCAVATION <br />�� <br />/\\j/\/\ <br />RC PIPE �� <br />Bc i����\12" <br />�, <br />( MIN) <br />CLASS AS <br />SPECIFIED <br />DIA <br />PIPE DIA <br />B <br />SHAPE BOTTOM TO <br />�� <br />36 OR LESS <br />B + 24 <br />c <br />MATCH PIPE OD, ��� ii i �i <br />i`i ii �i �; 0.15 BC <br />PROVIDE BELL HOLE <br />42" TO 54" <br />1.5 x Bc <br />AT EACH JOINT (IF <br />B <br />60" OR OVER <br />Bc+ 36" <br />REQUIRED) <br />RC PIPE <br />CLASS "C" BEDDING <br />NOT TO SCALE <br />BACKFILL WITH SELECTED <br />COMPACTED BACKFILL MATERIAL FROM EXCAVATION <br />AS SPECIFIED; <br />Bc,.� <br />„ <br />12 (MIN) <br />B <br />��� <br />RC PIPE ��� <br />PIPE DIA C <br />CLASS AS % <br />DIA <br />36" OR LESS B + 24" <br />SPECIFIED <br />42" TO 54" 1.5cX Bc <br />0.15 Bc <br />���� <br />%� <br />,, ,✓,,.. <br />- 60"OR OVER B+36" <br />0.6 Bc <br />B L 6 GRANULAR <br />BEDDING <br />RC PIPE <br />CLASS "B" BEDDING <br />NOT TO SCALE <br />�0_p RC PIPE BEDDING DETAIL LOG nA BO LTO N <br />REVISIONS: DATE: / 1 <br />ORONO PLATE NO: Created August 2018 & MEN K <br />STO-000 <br />`�kESHI.. Real People. Real Solutions. <br />PROJECT: IDYLLVALE SHORES <br />PROD. LOCATION: 215 NORTH ARM LN, ORONO, MN 55364 <br />PROJ.OWNER: BRADLEY J PASS <br />PIPE MATERIAL <br />AS SPECIFIED <br />GRANULAR FOUNDATION, <br />BEDDING & ENCASEMENT <br />MATERIAL AS SPECIFIED <br />COMPACTED BACKFILL <br />AS SPECIFIED <br />//\ . <br />OD + 24" MAX <br />N1 <br />12" MIN <br />NON -RIGID STORM SEWER TRENCH <br />NOT TO SCALE <br />NON -RIGID PIPE DETAIL LOG nn BO LTO N <br />BEDDING REVISIONS: DATE: I 1 <br />ORONO PLATE NO: Created August 2018 & MEN K <br />"IArsHu STO-001 Real People. Real Solutions. <br />" <br />DETAILS <br />SHEET NO: <br />C701 <br />E <br />a` <br />296 <br />