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GRAPHIC SCALE <br />Woodridge <br />Estates' <br />MOOT Ilse <br />tx rES <br />Neese <br />N netl° <br />N etlIA <br />\C -itch <br />�q2 PUBLIC STREET a`( <br />I'2'' PAVEMENT DESIGN �''� <br />I 2" BIT. WEAR TYPE 41 <br />2" BIT. BASE TYPE 31 <br />8" CLV RECYCLED OR CRUSHED,) <br />(NFEET) <br />1 Inch - .60 IL <br />LEGEND 1 <br />CLPT- PROP. FINISHED <br />CENTERLINE <br />LP LOW POINT <br />HP - HIGH POINT <br />FL FLOW LINE <br />pD - STORM STRUCTURE <br />' - PROPOSED ELEV. <br />e - PROPOSED STOP <br />SIGN. <br />RAINWATER GARDEN <br />Wetland <br />LEGEND 2' <br />SF —SF— SILT FENCE <br />— — EXISTING CONTOUR <br />- — -81 PROPOSED CONTOUR <br />x 895.69 SPOT ELEVATION <br />- - — WETLAND <br />TUFFTURF <br />PRE - VEGETATED <br />EROSION CONTROL <br />BLANKET <br />ROCK CONSTRUCTION. <br />ENTRANCE <br />Y. 5 +7a.; <br />at FENCE \ <br />GRADING NOTES <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 />I • 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 REQUIRED) 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 />BOT :8 <br />WASHED ROCK <br />19' MNN DI CUT OFF BERTA 'w <br />TO MINIMIZE RUNOFF FROM SITE <br />MAINTAIN ROCK ENTRANCE ■ TRACKING BEGINS <br />lent -w.IM *..n.4711 Sr. <br />LE N.-n e"regA41 cr <br />Me 1 sloe C43I4144713 CV <br />MO 3 N..x Cn.erI.387 c <br />etl a More Cp,ArI.TN CV <br />3Md ee.M C31edlr4.1Se Cr. <br />PM S INN Slne•a.131 oII <br />Te 118-10) <br />wse.ee <br />t OF ROAD <br />- 3 Existing Parking <br />3.6" era <br />R/ ,,t" !:c. 40 <br />I o:rty Rana ..1) <br />EXISTING- 14-TILITIE4- ARE - SHOWN) L 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 />WORK WITHIN THE CSAH 32 (COUNTY) RIGHT -OF -WAY BILL BE <br />MTI3ECT TO'TREt0Nd110NSOF-ANOKA COUNTY. INCLUDING ANY <br />PERMITS AND RESTORATION REQUIREMENTS. THE 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 />PRELIMINARY GRADING, DRAINAGE AND EROSION CONIROL PLAN <br />OAKWOOD VIEW <br />RICE CREEK COVENANT CHURCH <br />LINO LAKES, MINNESOTA <br />1 <br />I 1 I L 1 1/2' 2341 Numinous Wear. Plead after one winter 1 <br />I 1-- 2" 2331. Bituminous Base, Tack Coat 1 <br />I L -.. 5" Ag9ngale Base 100% Crushed Recycled Class 5 , <br />L - - -- 24" Select Granular Borrow, 5%. Mod. -I 4. PVC /ADS draln111/ w /soek <br />D412 W/B612 At Catchbasins and Radll's • J as shown on pions between CBs <br />- - - -- 4" of native topsoil and turf establlshmenl. and along bottom of select <br />Seed, mulch and disc anchor remaining R/W ** *Recyled aggregate for base <br />must meet class 5 specification <br />TYPICAL RESIDENTIAL STREET SECTION <br />FL- 30' -FL BOC- 32' -BOC <br />GLENN <br />EHBElN <br />COUPANNS <br />