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°1999 Westwood Professional Services, Inc <br />A <br />U <br />970 <br />960 <br />950 <br />940 <br />DATUM ELEV <br />930.00 <br />PVI STA = 3+50 <br />PIA ELEV = 959.00 <br />A.D. _ -3.19 <br />K = 31.34 <br />r— 100.00' VIC --I <br />0 <br />0 <br />0 <br />0 <br />a <br />� <br />m <br />PA ELEV <br />946.00 <br />r+> <br />v`Di <br />5 <br />A.D. <br />3.20 <br />Q <br />m <br />i a <br />a <br />K = <br />5.94 <br />/ <br />200X <br />EXISTING C <br />GRADE <br />i <br />/ <br />w <br />o+ <br />C/L SUBGR <br />E <br />N <br />U <br />/ <br />� <br />/ <br />a <br />/ <br />FINISHED <br />CA GRADE <br />0 <br />N �-0 <br />m �O <br />'nb <br />u>ID <br />rpm <br />cps <br />0+00 1+00 2+00 3+00 4+00 <br />CARRIAGE LANE <br />C <br />25' <br />25' R <br />2' SHOULDER <br />12 <br />PAVED <br />12 <br />PAVED 2' SHOULE <br />2' MIN <br />'j�6' <br />CROWN <br />0.03'/ET MIN <br />F <br />6 M <br />_ <br />6 <br />5�! <br />4 <br />3" MNDOT 2331 TYPE 41 <br />BIT. WEAR COURSE <br />B` MNDOT 2211 CLASS 5 <br />AGGREGATE BASE <br />APPROVED COMPACTED SUBGRADE <br />WIDEN KING STREET 6' <br />PRIVATE <br />STREET <br />SECTION DETAIL <br />N.T.S. <br />970 <br />960 <br />950 <br />940 <br />930 <br />DATUM ELEV <br />9zo ao <br />O <br />H.P. ELEV = 960.86 <br />H.P. STA = 1+50.81 <br />PM STA = 1+55 <br />PIA ELEV = 961.90 <br />A.D_ = -17.13 <br />K = 2.92 <br />50.00' VC F- <br />PM STA = 5+65 <br />PM FI FV = Q�i RR <br />m <br />l <br />0.0G' vc <br />m <br />+ <br />v <br />Q <br />N <br />® <br />W <br />Q <br />m <br />a a- <br />a_ <br />vt <br />w <br />a <br />a <br />0 <br />� <br />rn <br />/ - <br />+ <br />r 5 <br />i <br />\ <br />L. <br />.ELEV = 9 <br />STA = 3+ <br />.57 <br />1.60 <br />N <br />\\ <br />VI STA = 3 <br />80 <br />p102 <br />a <br />J <br />// <br />\ <br />P <br />ELEV = 9 <br />9.40 <br />/ <br />! <br />50.Do' VC <br />\ <br />0 <br />/ <br />a <br />FINISHED <br />C/L GRADE <br />\\ <br />W <br />EXISTING <br />C/L GRADE <br />i <br />rn Q' <br />m a'rn <br />rn Q'rn <br />m <br />m a'rn <br />a'm <br />O1 to °' <br />m <br />0+00 1+00 2+00 3+DO 4+00 5+00 6+00 <br />14' I <br />LOT 1 PRIVATE DRIVEWAY <br />2' SHOULDER 10' —2' SHOULDER <br />2001. <br />L2" MNDOT 2331 TYPE 41 <br />BIT. WEAR COURSE <br />4" MNDOT 2211 CLASS 5 <br />AGGREGATE BASE <br />APPROVED COMPACTED SUBGRADE <br />LOT t PRIVATE <br />DRIVEWAY SECTION <br />DETAIL <br />N.T.S. <br />0 50 100 150 <br />REVISIONS <br />W <br />W e s t w o o d <br />IN ..,t rroress;"S s>.,;�es. hr` <br />toa Moray Iki5" suite a <br />e12 682 tr+ ss3ia <br />etz saz-zsa� <br />I hereby —Ily lnol tlds pun ,.us w y 119 by me er under my <br />direct s p Ms o and that I Prn a duly registe ed PROFESSIONAL <br />ENGINEER „near tna �u.e of the store of ralnnaeoto <br />oE9 E� Bum CnE xFD F[ M, II <br />w+AwR MW CM. oRA... er !�"" <br />PYWA-PORE <br />goHI pND DEVELOPMENT, INC. <br />420 UPLAND LANE <br />PLYMOUTR, MINNFSOTA 55447 <br />CARRIAGE MILL <br />ORONO, MN. <br />GRADING DETAIL $. <br />PROFILE PLAN <br />DATE <br />4�zvae <br />SHT. NO. <br />3 of S <br />DATE __—._ REG. N0. 1771E <br />_ <br />e»scoF3_oxc <br />