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PAVEMENT <br />MATCH LINE B <br />2' <br />I SHLDR. <br />4 <br />L — <br />CL EBRD <br />11 <br />\` \ PROP. RIGHT OF WAY <br />\• <br />\\ EXISTING ED <br />\ \\ \\... OF TRAVEL LA1 11 <br />° \\ \ g SRVD 1 11 <br />. --- — — — — — — — — — — — — — — — — — — — — — — — — — — — __ — — — I <br />0 <br />EDGE OF BITUMINOUS <br />PAVEMENT <br />EDGE OF BITUMINOUS <br />PAVEMENT <br />EAGLE BROOK DRIVE - - — <br />.o' <br />DEC 1 2003 <br />CM! OF L aO LA! <br />3 <br />GERERAL NOTES: <br />* SEE SHEETS C230.7 FOR TYPICAL <br />SECTIONS AND PAVEMENT DETAILS. <br />* CONSTRUCT PARKING AREAS USING <br />PAVEMENT DETAIL B. SEE NOTE 7 ON <br />SHEET C230:8 FOR SUBGRADE <br />PREPARATION DETAILS. <br />* INSTALL CURB CUTS IN THE LOCATIONS <br />SHOWN AND AT THE SPACING LISTED. - <br />WHERE CURB CUTS ARE LOCATED IN <br />FRONT OF PARKING STALLS, CENTER <br />CURB CUT IN THE MIDDLE OF THE <br />STALL <br />* SEE SHEET C240.1 FOR CURB CUT. DETAIL <br />* ALL CURB IS 8618 UNLESS NOTED <br />OTHERWISE. <br />* THE CONTRACTOR IS. HEREBY REMINDED OF HIS <br />RESPONSIBILITY UNDER STATE LAW TO CONTACT <br />ALL UTILITIES THAT MAY HAVE FACIUTIES IN THE <br />AREA. CONTACT MUST BE MADE THROUGH GOPHER <br />• STATE ONE —CALL. <br />LEGEND: <br />• SOIL BORING <br />+ PINE TREE <br />s TREE <br />• POWER POLE <br />a WELL <br />TELEPHONE PED <br />* ELECTRICAL BOX <br />— — — — — — PROPERTY UNE <br />--- - - - - -- PROPOSED RIGHT OF WAY <br />SECTION UNE <br />PROPOSED SETBACK <br />— - - - — PROPOSED RIGHT OF WAY <br />UTILITY EASEMENT <br />— COUNTY DITCH EASEMENT <br />STROM SEWER <br />SANITARY SEWER <br />WATERMAIN <br />BURRIED GAS <br />^•*-- BURIED TELEPHONE <br />BURIED ELECTRICAL <br />4" CONCRETE WALK <br />BITUMINOUS PAVEMENT <br />FOR CSAH 21 <br />9 1/2" CLASS 5 AGGREGATE BASE <br />CONCRETE CURB Sc GUTTER <br />NOTES: <br />01 CONSTRUCT RURAL RESIDENTIAL <br />ENTRANCE, SEE MNDOT STANDARD <br />PLATE 9000. USE PAVEMENT <br />DETAIL 8 SHOWN ON SHEET CO20 <br />2 SEE ARCHITECTURAL PLANS FOR SIGN <br />DETAILS <br />03 CONSTRUCT 6' DOVE TAIL AT ENDS OF <br />CONCRETE CURB AND GUTTER <br />EXISTING EDGE OF <br />BITUMINOUS <br />!D TAPER <br />+50 <br />EXISTING EDGE OF <br />BITUMINOUS <br />6424 C &G <br />II <br />I <br />CSAH 21 <br />EXIST. RIGHT OF WAY <br />H <br />,20 <br />•0 <br />1 <br />EXISTING EDGE OF <br />TRAVEL LANE <br />BEGIN TAPER <br />+90 <br />W B F. <br />ARCHITECTS <br />CONSULTING CROUP, INC. <br />Suite 150 <br />One Carlson Parkway <br />Minneapolis, MN 55447 <br />Tel. 763- 475 -0010 <br />Fax. 763- 475 -2429 <br />Certification <br />1 henna, ee4Ny Mot Mk wan. <br />ep.aioam,an or ..part vat moored M <br />under me area .ape,waan and <br />Mat al' on" a Puly Noma. Professions <br />Engineer wdm Um I of Statt <br />or tume.ata. <br />Nom Wolter C. EShens,r <br />5-am. <br />0me 12/16/03 pea. NI 44929 <br />na - Oat. <br />CUP Submittd 10 ®03 <br />CUP Submittal 11a]03 <br />CUP Submittal 12703 <br />CUP Submittal 12 03 <br />Re*se4 CUP Submittd 12703 <br />50 100 <br />scale <br />EAGLE BROOK <br />CHURCH <br />0.t. <br />10/13/03 <br />eau <br />10/13/03 <br />0.l. <br />10/13/03 <br />Burt Me <br />CONSTRUCTION <br />PLAN <br />tame <br />Brown <br />GUWKSON <br />Nag* By <br />,1 TYRESON <br />(hiked Ey <br />W. ESHEN409 <br />C230.3 <br />