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• <br />• <br />10A <br />r CM <br /><WOOD VIEW PR <br />'337.11-333 <br />CV ITS . <br />shrew so <br />EX CB 15 -2* <br />IM:695.17 <br />609.24 —, <br />LIN <br />9y, CONST.'""" X77` <br />jJ ENTRANCE .- <br />1929 <br />I\ARY GRADI \+G PLA\ <br />rl: codridGe <br />Ent :1'.es <br />92.0( <br />NU v 991.0 (9101 <br />188 891.0 MVP <br />/a7A1E <br />NM.99].0 <br />( <br />g2,... 0927 <br />9r� <br />PUBLIC STREET .1.3 <br />PAVEMENT DESIGN <br />2 BIT. WEAR TYPE 41 <br />2" BIT. BASE TYPE 31 <br />8" CLV RECYCLED OR CRUSHED) <br />' <br />\G- /Ditch <br />GRAPHIC SCALE <br />25 50 100 <br />Enzarglei <br />1 <br />I <br />11121 <br />996 x 1 <br />f. <br />—896- 7 - .. <br />ewe ).696 \ <br />/ /_ '95.2 `J:. <br />/ I Tea` <br />-(5 <br />8g <br />185915088 <br />j 7 1 � <br />I 995901 .--ges <br />6\ li Wetland <br />11 <br />997 <br />Age <br />411.11n —5 —s <br />I1}y <br />�9. <br />501.4 <br />6�a <br />rL <br />✓59x'1 � <br />1 <br />%Mat <br />998---. >s we <br />lape,a.a01. Arce"17.{Ie Sr. <br />091 2 505081 cnoveip783 CY. <br />p0N00 i q meii rte. d7 rSi;787 ?. <br />19181 59800 009085,1158 CY.I <br />roe 5 0504 119.99° "12517 tl1. <br />(gep984 ae -eu7 ed s pale <br />Existing Parking <br />5 <br />/. <br />165 <br />15* <br />: Pit ":c. 43 <br />r:^;pRend .;i <br />CXIST1NG - Y- FILIT1ES_ ARC - SHOWN IN AN APPROXIMATE <br />WAY ONLY. THE CONTRACTOR SHALL DETERMINE <br />THE EXACT LOCATION OF ANY AND ALL EXISTING <br />UTILITIES. 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 />to <br />ti <br />((;118 <br />OP <br />N� <br />c� <br />A <br />n2 <br />29: <br />0 <br />-1 <br />foes -7fOns <br />OW <br />896/ <br />lies <br />/... 99.9 <br />IA tland <br />` \\ <br />._ -- —894 <br />K 5952' <br />014) <br />3:1 Man. <br />142% Min. <br />WORK WITHIN THE CSAH 32 (COUNTY) RIGHT -OF -WAY WILL BE <br />SUB.LCT TU lot CONDTTONS' OF -AN9RA COUNTY. INCLUDING ANY <br />PERMITS AND RESTORATION REQUIREMENTS. 111E CONTRACTOR SHALL <br />ADHERE TO ANY REQUIREMENTS RELATED TO CONSTRUCTION ACTIVITY <br />AND WORKING HOURS AS ESTABLISHED BY THE CITY OF LINO LAKES <br />GOPHER STATE ONE CALL <br />TWIN CITY AREA (651) 454 -0002 <br />MN TOLL FREE 1- 800 - 252 -1166 <br />30' <br />1' <br />bZe. <br />( IN 56E7 ) . <br />1 Inch- 50 fL <br />LEGEND 1 <br />CLPT— PROP. FINISHED <br />CENTERLINE <br />LP LOW POINT <br />HP — HIGH POINT <br />FL FLOW LINE <br />Q STORM STRUCTURE <br />Ig PROPOSED ELEV. <br />PROPOSED STOP <br />SIGN. <br />RAINWATER.. GARDEN <br />LEGEND 2 <br />SF-- -SF— SILT FENCE <br />— EXISTING CONTOUR <br />— — —(= PROPOSED CONTOUR <br />x 895.69 SPOT ELEVATION <br />— — — - WETLAND <br />GRADING NOTES <br />TUFFTURF <br />PRE — VEGETATED <br />EROSION CONTROL <br />BLANKET <br />ROCK CONSTRUCTION <br />ENTRANCE <br />INSTALL AND MAINTAIN SILT FENCE AS NECESSARY <br />INSTALL ROCK CONSTRUCTION ENTRANCE <br />SEED AND MULCH ALL DISTURBED AREAS WITHIN 2 WKS <br />OF FINAL DISTURBANCE <br />PLANT RAINWATER GARDENS WITH - SUGGESTED PLANTS. <br />SEE RAINWATER <br />GARDEN GARDEN INFORMATION <br />SOLID HATCH AREA DELINEATES RAINWATER GARDENS <br />PROVIDE GRANULAR FILL WITH A INFILTRATION RATE OF <br />0.5 " /HR WHERE SHOWN <br />RAINWATER GARDENS TO BE CONSTRUCTED AFTER <br />STREET CONSTRUCTION IS COMPLETE <br />SEED AND MULCH SHALL BE FURNISHED PER THE <br />REQUIREMENTS OF THE CITY OF LINO LAKES <br />MAJORITY OF SITE DRAINS TO NW CORNER <br />NO WETLAND FILL SHOWN, <br />WETLAND DELINEATION PREPARED BY POLARIS GROUP <br />MPCA PERMIT IS REQUIRED TO WORK ON SITE <br />CITY ENGINEER TO APPROVE TIME FOR THE REMOVAL OF <br />EROSION. CONTROL MEASURES <br />SURMOUNTABLE CURBS SHALL BE USED ON CITY STREET <br />CONCTRACTOR TO CONTACT GOPHER STATE, ONE FOR <br />UTILITY LOCATIONS PRIOR TO ANY WORK <br />1- 800 - 252 - 1166 <br />CONTACT WILLIAM McCULLY, P.E. AT GLENN REHBEIN <br />COMPANIES © 763 -784 -0657 <br />STORM NOTES <br />DRAINTILE (IF REOUIRED) SHALL BE 6" ADS N -12 <br />PERFORATED WITHOUT SOCK <br />SEWER PIPES, STRUCTURES AND APPURTENANCES SHALL <br />ADHERE TO. CITY OF LINO LAKES STANDARDS <br />\. <br />4e�:�. <br />•, • <br />6" MINIMUM DEPTH <br />1" - 2" WASHED ROCK <br />% OF ROAD <br />I,. <br />1B" MINIMUM CUT OFF BERM <br />TO MINIMIZE RUNOFF FROM SITE <br />MAINTAIN ROC( EN1RANCE IF TRACKING BEGINS <br />fy0 <br />M <br />15 <br />9A01N <br />0 <br />ROCK CONSTRUCTION ENTRANCE <br />16' <br />14' 2X - -> <br />3.6" crown <br />30' <br />24" <br />R <br />1 1/2" 2341 Bituminous Wear, Placed ofler one winter <br />1. I L- — 2" 2331 Bituminous Base, Took Coat <br />1 L — 5" Aggregate Bose 1005( Crushed Recycled CI ms 5 <br />L - - -- 24" Soled Granular Borrow, 5 % Mod. <br />0412 W /B6t2 At Catchbasins and Rodil's <br />4" of native topsoil and turf establishment. <br />Seed, mulch and disc anchor remaining- R/W <br />TYPICAL RESIDENTIAL STREET SECTION <br />FL- 30' —FL BOC- 32' -BOC <br />{ <br />-J <br />1-• <br />14' <br />4" PVC /ADS draintlle w /sock <br />as shown on plans between CBs <br />and along bottom of select <br />* * *Recyled aggregate for base <br />must meet class 5 speclficolion <br />PRELIMINARY GRADING, DRAINAGE AND EROSION CONTROL PP _AN <br />OAKWOOD V EW <br />RICE CREEK COVENANT CHURCH <br />LINO LAKES, MINNESOTA <br />865f NAPLES 57. N.C. <br />SLAW. NN 53448 -6724 <br />M2,45, (672) 784 -6657 <br />945, (672) 784 -6081 <br />6' <br />o. <br />