11/10/2004 P&Z Packet - Laserfiche WebLink

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• • ROCK CONSTRUCTION ENTRANCE 3/16/04 STANDARD DRAWING NO. $05 .• - • RAs•N401 .• .• .• .• .• .• .• .• V METAL OR 2x2•WOOD FENCE POST i .• • .• .• .• .• .• .• .• .• GEOTESTILE WITH NET BACIONG BACNFILL •-\ .• GEOTEXTILE TO i•• OVERLAP THROUGH TRENCH. .• .• .• i NOTE • -SILT FENCE SHALL CONFORM TO leNDOT 3886. TYPE B. .• -FENCING SHALL BE PLACED ALONG CONTOURS .• OR AS DIRECTED BY ENGINEER. .• .• S/..T FENCE.. i 3/16/04 • ' —1-3TAHDARD DRAVONG I .. . . .- : NO. • . , f30 1 i IN i i . mIN IrfZeLgirais`lolg&t=Ii.eic. ems CCHIRACTOR TO SET POSTS A. GAHM ROUND THE BAS1N DURTN4 BACKF1LLING OPEN VON. SIM AND SMAPE OF INC BARRIER SMALL BE NOW. TO PT STRUCTURE. SR7 TO BE PtACDD AROUND ENTRE PLR.. TOP OF SILT rENCE TO MAW 17- INN GISMO. 70 EXISTING SRAM. NORIMNIAL MENDERS CONTRA/MS AROUND TOP. r4siorto TO LA. POST USN. 2-200 COLN. NA115 reggr`V.W. 6- Or ABM 70 1M CATCH BASIN SILT PROTECTION DETAIL RIPRAP THICK 4' RIPRAP BEDDING SEC. B—B FILTER FABRIC 1' 07—RIPRAP SEC. A—A RIPRAP AT OUTLETS GRADING & EROSION CONTROL NOTES: I. Where soil corrections and/or filling occur within the street right-of -woy. the bockfill material shall be compacted to 950 of the standard moisture density relotionship of soRs (ostrn d-698-70) except the top three feet (3') of the bocklill which shall be compacted to 1000 density. An independent testing firm shall test the street section in fill orecis and provide the results of these tests to the city, engineer and the client. 2. The contractor shod Mstoll silt fence prior to commencing grading activities one shall rnointoin said fence for the duration of construction °divines. 3. The contractor shall lirnit his activities to the eroding limits shown on the grading plan. All construction activities shoe comply with the local ordinance. 4. The contractor shioll install snow fence, as directed by the engineer. to protect tree roots. 8 The contractor shall schedule his operations to minimize the disturbed ores of any given time. 6. All disturbed non-street 0,005 511011 be restored with a minimum of 4" top soil ond seed or sod as tVected by the engineer. within 72 hours of completion of the grading activity 0 that particular areo. a. All seed, sod. mulch and fertilizer shall conform with the following mn/dot specifications, as modified below: Itern Specification Number Sod 3878 Seed 3876 Mulch (type I.disc onchored) 3882 Fertilizer 3881 General placement 2575 b. SOd shall be placed behind curb immediately following the bockfilling under city street and utility project. c. The seed mixture shall consist of a MnDOT type 500 unless noted otherwise on the plan. 7. Following street construction, Inc developer shall clean the streets on on 0n-90.9 basis os required by the city. 8. Unless otherwise noted, the siltation ponds are ternporory, and shall be removed one restored to Inc original contour by the developer following the permanent establishment of turf on 7501 of the drainage area. The ponds on* pond outlets shall be constructed under the grading contract. 9. Rip-rap sholl be placed at oll storm sewer outlets under the utility contract and sholl conform with applicable City and watershed district standards and specifications. 10. Verticol grading tolerance shall be within 0.2 feet of the city approved grading plon. RECE OCT 2 6 2004 clre OF LINO LAKES 1 Protect Name: VAUGHAN ADDITION Minnesota 1 Owner/Developer Name: MIKE VAUGHAN • 600 Birch Street Lino Lakes, Minnesota I Professional Services: LOUCKS ASSOCIATES Planning • Civil Engineering • Land Sone ing Lanthrape Archsenure • Envimninerea ..?;200•1 • 7200 Umiak Lane • Suite TOO 11.1in00ap0liS. Atinnenta 5530g Telephone: 17631424.5505 015: 1701622.5022 www.lonclomtLy,,xrren 1 CADD Qualification: CAM Ow p.a. by Irle pemburnents Consul4+M *sons, sm,a. lor ton sdNy oN1nr•spoKltneN.P.Pa el. nal us. iszne,o,cra Alien !eine ;217Ner may p.m...xi o,arn copn GOO en., Nos lo olormanon Ana Woo. anly vu.ni.m1m/ ma...5 Wantons. r. tiolobane hem CAM.% anal b. made A1 No lurk Ink o1 Owl piny malanrucluimmerns 1,01p Consul.. llom Any :Amp:INN...Ms INN11.11.11Nes 11107/15 11/Iii000n City ,Eseval 1 Professional Signature: thereby fedi, mein. pen. space. orison wss wowed Or ree or weer, de. ligenvision Ihe 1 aril duly ,enseelProlessm.Enpme mg. Nes of the Siete of Namesake Ieikey A. Shope/ .P1'. 14s24 (.001.0 50, Irate 1 Quality Control: .11D KVR 01557155 I Sheet Index: COWRSHEET CI.1 0.561INGCO7400ION5PL64 C2.I StTERAN 63.1 GRADING. ORAINAGF. IROSION Ff PsTtre 01.1 STOW WATER POI.LUTICA !AMNION PLAN 00.0 OVER111 UnIllY II AN Clot PR05ININARYI/A1 Cel GRADING R EROSION IXTAILS CS-I GlIDIV !TOWS 11-1 TREE PRESERVATION PLAN 1 Sheet Title: GRADING, DRAINAGE lip, & EROSION DETAILS 1 Project No.: 04002 Sheet No.: C8-1