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SILT FENCE <br />ANCHOR W/ METAL <br />T -POST OR WOOD <br />2'X2' STAKE <br />DIRECTION OF FLOW <br />NOTES: <br />FILTER FABRIC (36" MAX. HEIGHT) <br />OPENING IN FABRIC WEAVE < 212 pm <br />6'X6' TRENCH <br />(COMPACTED BACKFR.L) <br />(1" <br />UNDISTURBED SOIL <br />1. DIG A 6'116" TRENCH ALONG THE INTENDED SILT FENCE UNE. <br />2. DRPF-0 ALL ANCHOR POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. <br />3. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART. <br />4. LAY OUT SILT FENCE ALONG THE UPHILL SIDE OF THE ANCHOR POSTS AND BACK FILL 6'X6' TRENCH. <br />5. SECURELY ATTACH SILT FEN 00 TO ANCHOR POSTS W/ MINIMUM OF THREE ATTACHMENTS PER POST. <br />6. SEE MNDOT SPECIFICATIONS 2573 & 3666. <br />EROSION CONTROL BLANKET <br />NOTES - <br />X. PREPARE SOIL BEFORE INSTALLING BLANKETS. INCLUDING APPUCATION <br />OF LIME, FERTIUZER AND /OR SEED. <br />2. BEGIN AT THE TOP OF THE SLOPE (OR CHANNEL) BY ANCHORING THE <br />BLANKET IN A 6- DEEP X 6' WIDE TRENCH. BACKFILL AND COMPACT <br />1HE TRENCH AFTER STAPLING. <br />3. 8011. THE BLANKETS DOWN (STARTING DOWNSTREAM PROCEEDING <br />UPSTREAM) HORIZONTALLY ACROSS THE SLOPE <br />4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED 18TH A <br />MINIMUM 4' OVERLAP. <br />5. MIEN BLANKETS MUST BE SPUCED DOWN 1HE SLOPE, PLACE <br />BLANKETS END OVER END (SHINGLE ST11.0) WITH MINIMUM 6" <br />OVERLAP. USE A DOUBLE ROW OF STAGGERED STAPLES 4' APART TO <br />SECURE BLANKETS. <br />6. IN HIGH ROW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS <br />RECOMMENDED AT 30 TO 40 FOOT INTERVALS L150 A ROW OF <br />STAPLES 4' APART OVER ENTIRE 1D711 OF THE CHANNEL PLACE A <br />SECOND ROW 4' BELOW THE FIRST ROW IN A STAGGERED PATTERN. <br />7. THE TERMINAL ENDS OF THE BLANKETS MUST BE ANCHORED IN A 6- <br />DEEP X 6" WIDE TRENCH. BACKFTLL AND COMPACT THE TRENCH <br />AFTER STAPLING. <br />912 <br />908 <br />904 <br />900 <br />896 <br />0 <br />TURF ESTABLISHMENT <br />TURF ESTABLISHMENT SHALL APPLY TO ALL DISTURBED AREAS A140 SHALL BE <br />ACCORDING TO MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION (2025) <br />EXCEPT AS MODIFIED BELOW. <br />TURF ESTABLISHMENT SHALL OCCUR AS 500N AS POSSIBLE BUT IN NO CASE <br />6090 THAN 14 DAYS. <br />SEED: MnDOT MIXRIRE 250 AT 70 POUNDS PER ACRE <br />DORMANT SEED: SHALL BE APPLIED AT 78CE TIE NORMAL RATE AFTER <br />NOVEMBER 15T. <br />MULCH: TYPE 1 AT 2 TONS PER ACRE (DISC ANCHORED). <br />FERTIUZER: TYPE 24 -12 -24 AT 365 POUNDS PER ACRE. <br />912 <br />908 <br />904 <br />900 <br />896 <br />0 <br />PARKING LOT PAVEMENT SECTION <br />vutr- <br />NIMP <br />PAVEMENT SECTION <br />BITUMINOUS WOAR COURSE, IA14/007 SPEC. 2331, TYPE 41 <br />BITUMINOUS TACK COAT <br />2' BITUMINOUS BINDING COURSE, MN/DOT SPEC. 2331, TYPE 31 <br />5 CLA55 5 AGGREGATE BASE. 66/DO7 SPEC. 2211 (1000 CRUSHED) <br />APPROVED SUBGRAOE <br />ROCK LAY —DOWN AREA SECTION <br />CROSS— SECTION A —A' <br />1' RIVER ROCK <br />TYPE 1000TEXTILE FABRIC <br />14811VE SANG SUBGRADE <br />i T1 <br />0 C' <br />I <br />q <br />w <br />Y <br />-T. <br />I <br />EI <br />Fl <br />/ <br />i <br />./ r G <br />4I <br />Ql <br />§I <br />nl <br />N 1 <br />I� <br />I \ 1 <br />`EXISTING <br />CEDAR <br />NI <br />8 FT <br />FENCE nl <br />lW <br />0 <br />n <br />PROPOSED <br />CHAIN -U81 <br />W /GRENI <br />01 <br />6 FT. <br />FENCE <br />SCREEN 1 <br />1 <br />EXISTING <br />81TUMINWS <br />DRIVE <br />PROPOSED <br />GRADE <br />/ CO <br />/ / / //i <br />IL <br />\\ <br />�1 <br />51 <br />1 <br />I <br />// <br />/ <br />/ <br />w.. <br />PROPOSED <br />— <br />I <br />1 <br />PROPOSED <br />BITUMINOUS <br />() <br />\ <br />\ 1 <br />\ <br />\ \ <br />i <br />JI <br />/ <br />RIVER ROCK <br />FASTING GROUND <br />1 <br />1 <br />_ — - -� <br />-t --- <br />71 " =30 <br />0 I <br />I <br />j 14-00 <br />2400 <br />\'- <br />\ <br />\\ <br />GROUND <br />3-/00 <br />/ <br />FASTING <br />CROSS— SECTION B —B' <br />CONIFEROUS TREE PLANTING DETAIL <br />GUY WIRE WITH WEBBING i <br />FLAGGING- ONE PER WORE <br />4' -6' SHREDDED BARK MULCH <br />Tx2'424' WOOD STAKE SET AT <br />ANGLE- STAKE TOP BELOW GRADE <br />EXISTING GRADE <br />618114001 1/2 WIDTH OF ROOT BALL <br />PLANTING SOIL MIXTURE <br />UNDISTURBED OR STABILIZED <br />SUBSOILS <br />m <br />w4 <br />• <br />O 0 <br />n <br />- <br />\ " <br />/ <br />/ PROPOSED 8 FT. <br />WORE LINK REVS <br />W /GREEN SCREEN <br />4I <br />Ql <br />§I <br />nl <br />PROPOSED 8 F7. <br />CHAIN -LINK FENCE <br />W /GREEN SCREEN <br />lW <br />0 <br />n <br />— <br />\ <br />\ <br />\ <br />\ <br />\ <br />PROPOSE <br />6 FT. BLACK� <br />HILLS SPRUCE <br />�1 <br />51 <br />1 <br />I <br />\ <br />\ <br />\ <br />PROPOSED <br />GRADE <br />/ <br />—' <br />PROPOSED <br />.-� <br />_ — - -� <br />-t --- <br />/�_— <br />�.� <br />PROPOSED <br />\'- <br />\ <br />\\ <br />GROUND <br />/ <br />/� <br />/ <br />/ <br />/ <br />FASTING <br />RIVER ROCK <br />(TIP) <br />BITUMINOUS <br />I <br />11' <br />t <br />I <br />=3p^ <br />4 <br />00 I <br />\ <br />\ <br />14 <br />// <br />00 <br />24 <br />00 <br />34 <br />00 <br />44. 00 1 <br />NOTE GUY ASSEMBLY OPTIONAL <br />BUT CONTRACTOR ASSUMES FULL <br />RESPONSIBILITY FOR MANTNNIN0 TREE <br />N A PLUMB P05RI0N FOR THE <br />DURATION OF THE GUARANTEE PERIOD <br />GUY ASSEMBLY- 16' POLYPROPYLENE <br />OR POLYETHYLENE (40 MIL) 1 -1/2" <br />WIDE STRAP (TM) DOUBLE STRAND 10 <br />GA WIRE 2 -7" ROLLED STEEL POSTS <br />(1000T 3401) 0 180 O.C. (SEE <br />STAKING DIAGRAM) <br />COORDINATE SWING <br />TO IN5URE UNIFORM <br />ORIENTATION OF GUY <br />UNES AND STAKES <br />STAKING DIAGRAM <br />RECEIVED <br />MAY 042012 <br />CITY OF LINO LAKES <br />10 <br />z <br />DETAILS / CROSS - SECTIONS <br />win <br />F 1- <br />ZZ <br />W W <br />ZE <br />O <br />D.> Lo <br />O <br />Oc <br />ox <br />• w <br />00 3 <br />3 <br />• <br />0 <br />mZ <br />LY <br />W <br />Qa <br />F <br />Z <br />W <br />O • ^' <br />7 O <br />0- <br />U z <br />W U Z <br />Z o to <br />— <br />Q O <br />Cl <br />C <br />• � J <br />m <br />W <br />REVISIONS <br />DRAWN BY: <br />lit <br />DESIGNED BY: <br />215 <br />ISSUE DATE: <br />05/01/12 <br />I hereby certify that this plan, specification <br />or report was prepared by me or under my <br />direct supervision and that 1 am a duly <br />Licensed Prolcsbnal Engineer smiler he <br />laws el the State of Minnesota <br />Name: Joseph T. Redact, P.E. <br />Signature: <br />Date: 05 /01/12 License 6: 45889 <br />3 <br />of <br />3 <br />