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ROCK CONSTRUCTION ENTRANCE <br />3/16/04 <br />I STANDARD DRAWING <br />N0. <br />605 <br />5' METAL OR 2'e2'WOOD FENCE POST <br />OEOTEIIILO WITN NET <br />BACKING <br />BACKFILL •N. <br />GEOIEKTRE 10 <br />OVERLAP THROUGH <br />TRENCH. <br />fi <br />NOTE -SILT FENCE SHALL CONFORM TO <br />MN007 3886. TYPE B. <br />- FENCING SHALL BE PLACED ALONG CONTOURS <br />OR AS DIRECTED BY ENGINEER. <br />3/16/00 <br />• <br />SILT FENCE <br />(IN <br />STANDARD DRAWING <br />NO <br />601 <br />MMMd LAIN aaM W NAM SMALL, - T. 00 0 0 0 4 015 <br />lo 00 7M, 0a6Re 70 WORT 71060 Lreac�MNtew 50.0 710100 m 004 7001 0100 <br />e -500 Conn. eMs <br />PIT (W015Y100w IM <br />K enema, P.M 70 saK«Wl <br />0; a e[OIl <br />suer <br />*CT rwa <br />1/4- al. ROCK] <br />0 NIP WE <br />NMES <br />50e 70 W, PMTS as 70060 Mach <br />.e Inch. O.. aK Inten..4 v60Aw. <br />unni[Sm. Cr ITC .pelt SM. W <br />TO m SINVC.E. WT MC( la W PLACED <br />MOUND 000* ,WO OW[. MICE TO MAW <br />tr <br />CATCH BASIN SILT PROTECTION DETAIL <br />RIPRAP a THICK <br />4' RIPRAP BEDDING - - - -- FILTER FABRIC <br />SEC. B -B <br />2' <br />DPAIA. <br />PLAN <br />p�` "Vv xlv <br />-01 � � D _ r <br />USE EQUIV. D FOR t <br />PIPE ARCH <br />c; <br />SEC. A -A <br />RIPRAP AT OUTLETS <br />GRADING & EROSION CONTROL NOTES: <br />1. Where soil corrections end /or tiling o •imin the street right - of -soy, <br />me 0010701 material shall be compacted to 9510 of line standard moisture <br />density relolionship of soils (astm d- 698 -70) except the lop three feet (3') <br />of the back611 which shall be compacted to 1000 density. An independent <br />testing firm shall lest the street section in fill areas and provide the <br />results of these tests to the city, engineer and 7410 client. <br />2. he contrody shat install silt fence prior to commencing grading activities <br />end shall maintain sold fence for the duration of construction activities. <br />3. The contractor shall limit his activities to the grading limits shown on the <br />grading plan. All construction activities shell comply with the lecol ordmon0.. <br />4. The contractor shell install snow fence, as directed by the engineer, to <br />protect tree roots. <br />5. The 00111001ar shall schedule his 09.007i0ns to minimize the disturbed area <br />at any given tine. <br />6. All disturbed non - street areas shall be restored with a minimum of 4- top <br />son and seed or sod as directed by the engineer. within 72 hours of <br />completion of the grading activity in toot particular area. <br />a. All seed, sod, mulch and fertiizer Mall conform with the following <br />mn /d01 specifications, as modified below. - <br />Item Specification Number <br />Sod 3878 <br />Seed 3876 <br />Mulch (type 1,0isc anchored) 3882 <br />Fe:leiter 3881 <br />General placement 2575 <br />b. Sod shall be placed behind curb immediately fallowing the backfaling <br />under city street and utility project. <br />c. The seed mixture shell consist of a NnDOT type 500 unless noted <br />otherwise on the plan. <br />7. F0ROwing street construction, the developer shell Dean the streets on on <br />en -gong basis os required by the city. <br />8. Unless otherwise noted, the 171(01ian ponds are temporary, and shot! be <br />removed and restored to the original contour by the developer 404700ng <br />the permanent establishment of turf on 750 of the dronoge area. The <br />ponds and pond au0el5 shoe be constructed under the grading contract. <br />9. Rip -rep shell be placed 01 all storm sever outlets under the utility contract <br />and shall conform with applicable oily end watershed district standards end <br />ap0cifi0otions. <br />10. VertiCd grading Ida7once shall be within 0.2 feet of the oily approved <br />grading pan. <br />• <br />LOCT072004 <br />TV C'Cz LUZ Lf. @ALES <br />I Yrole01 Name: <br />VAUGHAN <br />ADDITION <br />Minnesota <br />1 Owner /Developer Name: <br />MIKE VAUGHAN <br />• <br />600 Birch Street <br />Lino Lakes, Minnesota <br />I Professional Services: <br />LOUCKS <br />ASSOCIATES <br />Planing • Cm8fn8lnearin7 • Lad Surveying <br />landscape Architect.. Environmental <br />karma <br />7200 Hemlock Lase - S,Se Sal <br />Mimmupllis, Minnesota 95369 <br />Telephone: (763/424.5505 <br />Fox: (763/4249822 <br />wwwiodomclagms.cml <br />1 CADD Qualification: <br />GOON= riwnwd,0 70500. Pan.. <br />Is 004 *wale MpeP111./...1a <br />®0.041 .000. MPea. <br />MOW Mb, al RY nand N alms •mnx.t.nsm w <br />0 gas. ..JIM With Ma CWYnrsm.011s11 <br />I.wr.w d40:y.m esss.�www0 l <br />er.1011.wt seas, <br />w i <br />.Ywryr <br />C..Mmi Mr. i espnwde.0 O.Iws.s <br />C &I Awe <br />1 Submittal: <br />II707,05 PAlilrtyCil�7ppwd <br />1 Professional Signature: <br />I silty tell et to p.5 e W Bw0be.l7M.s <br />P.Mwe00 M Or Vanwyen04xpe.iene.daK <br />1071. eM tew.ee N4SO1M Eansr RYr M I.w <br />t Ow e100a0twpi <br />Miry 0.9.154.1.1E <br />1.624 <br />lactose No. <br />1 Quality Control: <br />HID <br />er <br />1641.1.,: <br />KVR <br />1 Sheet Index: <br />00-1 COVERM4FT <br />C0.1 FX56TNGCONDRK86SPIAN <br />C2.1 511EPUN <br />Cpl CRAOIN4ORANAGE.L EROSION CONTROL <br />O.2 STORMWATERPDMVDDNPRtVENTNN1RAN <br />C40 OVERALL UTILITY PIAK <br />0,1 PRE VAINARY PUT <br />C6 -I 001/1005 EROSION MTAR5 <br />Cot UMW OtIAILS <br />1.1.1 TREE PRt9FRVA1004P0 N <br />1 Sheet Title: <br />GRADING, DRAINAGE <br />& EROSION DETAILS <br />1 Project No.: <br />04002 <br />1 Sheet No.: <br />03 -1 <br />