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STS' 1/4 Or SET: 28 57.Y MC-yr- -MA'r G&W 5e SWONA AAk0A Ciq.sr'r, pr.ra4wA r 2{..r - cc- *o * PLR NA �, Pr ,7rx Nthr: I I dl.w A'aM - A05,50775VC ££X.57107, t2' PVC SAN :7AkY SEW. PREP PI IN > . .�-.- > - --.- �- we Kf.J f•Y'�'tAM: 1 > T r - ----- --- -- -__-51_ _____ _. -- -- - - - - -�- -' -- -_ -. --- --I I A • e.A r tt ~A7 31 rEtrNW :uri BIRCH STFIEET k I c U 5151 401' /InPV?OFMpr?' tEKA.rIU?: J1' rE° eAT NN .YF F*j,AN 51 51 / .rWeraxaiate' 1..^M FAxr J% r fo..: U :' PEN PLO, ..., 5151.. , ": ',7'.':':=:';'...- , C. • / N89 38'28 "W I 377.07 r 5151 5151.. , ti`;' 51-51-$ - -M1 -- F 0.---5"1-, ?o`- 45•4'' BENCH MAW. 5151 i • It- WrOloki”...IT Pit Nit }�"- \ia. .'o'er ti t e" °1 ii °T .T 4,0' ' °" i N o" (T. (C.S., A.H. NO. 10) 4. i Ann- :ti619. 6<6 ENS r`c >' Ge'tirna;,w: £1ti£O, 4£an /fk N LP;E i!x' !NF Ss 7/0 EY. ill' Sic 1/4 !Y 2V. 24. f 3! N. R 22 R 507- -,, ,•-: ' yy SILT FFE�NCEE etta / LuP t -, 5,5000 CIVIL LEGEND .50,5000 500000m 00wNWE • @ C VOW 504006E 00001 5000 > 0550, D MEW • 305* 1.051 •100/201 00660 0..v • 13041 POLE 0 POS. POLE / - 0051 s • t• 30POTs* SOL BOW. 4h1- 8D TWO 0.015E .�, 0a0P105E 50001E (11 MUTT 5.0550 rD tams wiener HYMN. 0001046 0.0000 or now 4•411G■ YOr *E0*00 SO .4415+' Cana. tea✓ _._..... >, 50001440 30505 w•ww•=4. �». STOW SEWS - �� -� woe55m mamma so SSW COTS • OaTTOT TIRSOLea 3020.5 oS T. UK 1050501,0010 r4E M0510RpaU 6•5 OVERHEAD 0100050 GRADING, DRAINAGE & EROSION CONTROL NOTES 1. The contractor shall refer to the orchitectura plans for exact locations and dimensions of bendings, vestibules. sloped paving, exit porches, romps. truck docks, entry locations and ocations of downspouts. C 2. All disturbed unpaved Weal ore to receive minimum 4 inches of lop son and sod or seed. These areas shall be watered by the contractor until the sod or seed is growing in a heolthy manner. 3. The contractor shall 501.5 •0li precouti0ns necessary to avoid property damage to adjacent properties during the construction phase of this project. The contractor will be held responsible for ony 400109 s to adjacent properties occurring during the construction phase of this project 4. The contractor will be responsible for providing ond mointoining troll contra devices such as barricades, warning signs, dieclionol signs, flagmen and lights to control the movement of Ironic where necessary. Plocemenl of these devices shall be approved by the engineer prior to placement. Traffic contra devices shall conform to the oppropriafe Minnesota deportment of Traneportolion standards. 5. In accordance with generally accepted construction practices. the contractor will be solely and completely responsible for conditions on the job site. including safety of all persons and properly during the performance of the work. This requirement the apply continuously and not be limited to normal working hours. 6. The duly of the engineer 00 the developer to conduct construction review of the contractors performance is not Intended to include review of the adequacy of the contractors solely measures in. or near the construction site 7. Before beginning construction the contractor shoe install o Temporary Rock Entrance pad 0t all points of vehicle Ball from the project site. Said Rock Entrance pad shall be moinloined by the contractor for the duration of the project. See deloils shown on Sheet C8 -1 of the project plans. 8. Erasion and Se0imentolion contra measures shell be established around the entire silo perimeter on6 in m pro mil with NPDES pmil r quirements. Best Manogement Practices. City requirements and the details shown on Sheet C8 -1 of the project plans. 9. All entrances and connections to city streets shag be performed per the requirements of the City. The contractor shell be responsible for 011 permits and notIficolions as required by the city. 10. See utility pion and storm sewer profiles for further detail regarding the storm sewer. ILT FENCE 58938284.; 376.36 S th r.Y• ire N. 3416 far c1 1^F 5£ :/4 G.' 744( _ s4 1/4 OF SE:. 2b' CALL BEFORE YOU 012! Gopher State One CaII TWIN CITY AREA; 651- 454 -0002 TOLL FREE: 1 -800- 252 -1166 NORTH 0 30 60 SCALE IN FEET I Prole[I Name: VAUGHAN ADDITION Minnesota I Owlet/Developer Name: MIKE VAUGHAN 600 Birch Street Lino Lakes, Minnesota I Professional Services: LOUCKS ASSOCIATES Naming • Ovil Engineering • lad Ss.o.ykls Landoo,le AoNhrlae • En6mrenmW 52000 • 7210 Eknixk tae - Suite 100 MMnypnle, 5001000 55169 Telephone: (7631424-5505 9041 1763)474.5072 w Jwneendegan.cml CADD Qualification: 0.00 Apw M0w0 0.deew s latum.dely Plw, (0000 OSw 00000en So b.c 51qua wermram a15.es wue.ese.r de w N bison+ 0 04.w..5ama.aw 5ewwwaweowwwr 51000.0 Pn �.00c� ww.ber rPro x,algwur5mar sal epmnm bwrwrwgr 0505.+~ w a w.PPwrr. 0515 we wr C1 -IUh,B I Submittal: 191174M plialC.:_wAiriwel Professional Signature: 1 holey may 0wwe W0.wecic 0065 wren. me 005050051 me or *rev foe sup** I wneggl.keweRwP4mM Engineer. .Won .1.0 MMbwPLL Mfbw A. Sko .k- PE 14624 lirens0 Nn. nee I Quality Control: Reid ion *5514..151, 00.40 KVR Sheet Index: Cel COVER Peri Ct.l ESSMINGCOMDffiC 6PLAN C2.1 511611M O.1 GRADING, DRAINAGE, 6 EROSg1 C00100IX C1-2 STORM WATER POLIAMON 99 HNS074 PUN C40 OVERALL UTILITY RAN Cb! PREUMNARY RAT C41 GRADING& EROSION DEMOS C9.1 UttO!100416S 01.1 TR0EPRE0RVAT14N RAN I Sheet Title: GRADING, DRAINAGE, AND EROSION CONTROL Project No.: 04002 Sheet NO.: C3-1