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UAWUUU ''VIEW .PRELIMINARY; GRADING PLAN <br />ORAPRIC SCALE <br />: •. • <br />R itch <br />(Rrm) <br />1.11.a.2. <br />• <br />LEGEND 1 <br />• <br />CLPT- PROP. FINISHED <br />CENTERLINE <br />LP - LOW POINT <br />HP , - HIGH POINT <br />FLOW UNE <br />- STORM STRUCTURE <br />ffi - PROPOSED ELEV. <br />e - PROPOSED STOP <br />. .. SIGN. . . <br />/Z(.1 RAINWATER GARDEN <br />-SP--SF— SILT PENCE <br />'- — EXISTING CONTOUR <br />'- — -® PROPOSED CONTOUR <br />855.80 SPOT ELEVATION <br />NCEVLATID <br />86 -VERP <br />P <br />PRE - VEGETATED <br />.EROSION CONTROL <br />BLANKET <br />ROCK CONSTRUCTION <br />.ENTRANCE <br />GDIN,RA. G NHS <br />1.INSTALL AND MAINTAIN SILT FENCE AS NECESSARY <br />2.INSTALL ROCK CONSTRUCTION ENTRANCE <br />3.PLANT RAINWATER GARDENS WITH SUGGESTED <br />W ✓ <br />PLANTS. SEE RAINWATER GARDEN GARDEN <br />•.'INFORMATION <br />4.SOUD HATCH AREA DEUNEATES RAINWATER <br />GARDENS • <br />S.PROVIDE GRANULAR FILL WITH A INFILTRATION RATE <br />sOF.0.5 "/HR WHERE SHOWN <br />6.RAINWATER GARDENS TO BE CONSTRUCTED AFTER <br />' STREET CONSTRUCTOR IS COMPLETE <br />7.SEED AND MULCH SHALL BE FURNISHED PER THE <br />REQUIREMENTS OF THE CITY OF LINO LAKES <br />— B.MAJORITY OF SITE DRAINS TO NW.CORNER <br />9.NO WETLAND FILL SHOWN <br />10.WETLAND DELINEATION PREPARED BY POLARIS <br />GROUP <br />11.MPCA PERMIT (5 REQUIRED TO WORK ON SITE <br />12.CITY ENGINEER TO APPROVE TIME FOR THE <br />REMOVAL OF EROSION CONTROL MEASURES • <br />13.SURMOUNTABLE CURBS SHALL,BE USED DN CITY <br />STREET <br />14.CONCTRACTOR TO CONTACT GOPHER STATE ONE <br />FOR UTILITY LOCATIONS PRIOR TO ANY WORK <br />1- 800 - 252 -1166 <br />15.CONTACT WILUAM McCULLY, P.E AT GLENN <br />REHBEIN COMPANIES ® 763 - 784 -0657 <br />,STORM NOTES <br />1.DRAINTILE (IF REQUIRED) SHALL BE 6" ADS N -12 <br />PERFORATED WITHOUT 'SOCK <br />2.SEWER PIPES, STRUCTURES AND APPURTENANCES <br />SHALL ADHERE TO CITY OF LINO LAKES <br />STANDARDS <br />3.SEE SHEET 3/4 FOR P55 DETAIL <br />tlond <br />PAVEMENT DESIGN <br />1 Y2" BIT. WEAR TYPE 41 <br />2" BIT. BASE .TYPE 31 <br />6 ".CLV RECYCLED OR CRUSHED <br />A.0 ' <br />RECEIVED <br />MAR 2 4 2004 <br />ire OF LINO LAKES <br />rot <br />-Y aA■m Rant <br />WWI RUT c.r BM 7d � <br />NM= Wart IDLY SR • <br />IWO.. art 51184.. • 1RAaa8 Zan <br />ROCK CONSTRtJCT,ON E RAN <br />• <br />Existing parking <br />' (Canty Rood '.0 <br />— .EXISTS4G- UTILFA65 ARE.SHOMSIJNJIN:AP8B051UA EL. <br />WAY ONLY. 1HE .CONTRACTOR SHALL DETERMINE <br />THE EXACT LOCATION OF ANY. AND ALL EXISTING <br />UTIL111E5, BEFORE COMMENCING WORK. HE OR SHE ' <br />AGREES TO BE FULLY RESPONSIBLE FOR ANY AND <br />ALL DAMAGES ARISING OUT OF HIS OR HER FAILURE <br />TO EXACTLY LOCATE AND PRESERVE ANY AND ALL <br />EXISTING. UTILITIES. <br />t AHn 140. 32). • <br />rx.1 ,y ,ma CRinntlYr9NhNWRd(R�aR -aF-WY .L aE ' <br />aRnR AID, tr11MASR1 .RNRYpiC jZrc TRU W A . ID NORV 1 ROME AS D TRRll pI{ 011A123 <br />GOPHER STATE ONE CALL <br />TIAN CITY AREA (651)' 454 -0002 <br />MN TOLL. FREE 1 -800 -252 -1 66 <br />I ' 1 I L 1 1/2. 2141 mtmtln.m n•.,, PbaS .8.. s..h�� <br />, I. L._ 2' 2331 RnamR.a noa, Taal Coal I I <br />.1 L_ 5' AYaapa4 sa. 10018 Crumbed R.,.I.d Clan a l <br />: L- - -- u' 5.1.3 comb, Rana, 56 Mad. - 1 4' PY0/nua dxvMala a /oak <br />8412 8/1815 Al Calabpaa. ,b R.Aia- -I ................ Ww.. C.. <br />4' of D O lep.all and laf Webnaaa,4, • GM ale. bonsai al alai <br />. 8..d, mulch and 21.. amber aaww. 8/W ' . m•R.m :d 818..x1. tI bar. <br />a1 mw aa. a ..auaanen <br />TYPICAL RESIDENTIAL STREET SECTION <br />• • FL- 30' -FL • . BOC- 32'. -BOC <br />. W <br />1 <br />o P <br />> . <br />. W <br />> <br />c <br />PUNART GRADING, DRAINAGE AND EROSION CONiR(k PLAN <br />:.. O A K W O O D. v I F!n <br />RICE EEK COVENANT ( - 10 5 - <br />EHBE/N <br />Ili - <br />�GLENN <br />` i glil . <br />. R $ gg <br />' iiiii <br />n <br />�1- <br />LCNRO <br />J \ LAKES MINNESOTA % \ 0 <br />1 <br />