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PAVEMENT ~ <br />~ <br />~ <br />E- <br />C/) <br /> <br />+ <br /> <br />[ <br /> <br />TC 885,01 <br /> <br />r <br /> <br />[ <br /> <br />.<'rS,. 88~ ,~ <br />TC 884 .2 ) <br />-- --- <br /> <br />CONCRETE PAD <br />BY OTHERS <br /> <br />r>- -.t <br />I") N <br />ii Ll) <br />00 00 <br />00 00 <br /> <br />OLD <br /> <br />DRIVE <br /> <br />TOWN <br /> <br />00. Ll) <br />-.t. r<) <br /> <br />-.t . -.t <br />00. 00 <br />0Cl' 0Cl <br /> <br />-t <br />) <br /><t <br />0Cl <br />1(1 <br /> <br /> <br />0Cl 0 r<). Ll) <br />o ~ N' r<) <br />-.t .f.f' -t <br />000Cl0Cl 0Cl <br />0Cl0Cl 0Cl <br /> <br />r<) 0 <br />N r <br />-t -t <br />00 0Cl <br />0Cl- 0Cl <br /> <br />0Cl 0 <br />-t <D <br /> <br />-t -t <br />OJ OJ <br />0Cl' 0Cl <br /> <br /> <br />....................... .............. <br /> <br />.................................................. . <br /> <br />50' VC <br />--. <br />PVi ~3+00 <br />l ~ 88'3', 9 <br />M-:Q.06 <br /> <br />. . . . <br />: . . , . . . . , , : . . . . . . . . . . . . . . . . . . . . . . . <:;RAVE:: : BREAK' . . : . . . . . . . . . . . <br />1+4~.61 <br /> <br />...a.9o.............. <br /> <br />EXISTING <br />CL PROFILE <br /> <br /> <br />. 890 . . . <br />. . . . <br />... . . ............................. <br /> <br />:. .88.5.. ~ ~ ~.-...: <br /> <br />g. <br /> <br />( <br /> <br />n <br />< <br /> <br />;" <br />:> <br /> <br />< <br />... <br /> <br />.., <br />n <br /> <br />.' <br /> <br />, <br />C <br />~ <br /> <br /> <br />0.:70% <br /> <br />. -0. 0 " <br /> <br />'0,50% <br /> <br /> <br />... <br />Z <br />o <br />0. <br />:.:: <br />o <br />j <br /> <br />oc <br />u <br />w <br />z <br />W <br />I- <br />(fl, <br />a <br />-1 <br />o <br />~ <br /> <br />I <br /> <br />~I- <br />OJ> <br />r--o. <br />r0Ll) <br />N N <br />+ + <br /> <br />.., .. ~ <br />'-1 <br />):D <br />~ <br />o <br />.. .... 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't <br />supervision and thot I om 0 duly ree.' stf'j! d profe~~lIono' Engin~er unde. <br />tM lows of th~ Stote of Minnf"! )t1 <br /> <br />Nor ~ <br /> <br />R'Q Nl <br /> <br />- <br /> <br />CIc 885.48 <br /> <br />TC 885 43 <br /> <br />TC 885,38 <br /> <br /> <br /> <br />0' <br />w <br /><1.+ <br /> <br />\' <br />1 <br />I' <br />. <br />\ <br /> <br />+ <br /> <br />'J <br /> <br />J. <br /> <br /><5 <br />+ <br />OJ <br /> <br />J <br /> <br />. 81 <br />, +- <br />.,1 <br /> <br /> <br />" <br /> <br />t' <br />t <br /> <br />w <br />r- <br />4: <br />(:>' <br />(f) <br />ZI <br />W <br />W <br />:::J <br />o <br /> <br />1 <br /> <br />81 t <br /> <br />ld <br /> <br />l:;j , <br />! 0., <br /> <br />+ <br /> <br />I I <br /> <br />r 8~ <br />L ,+ <br />[, ,.. <br />i <br /> <br />r <br /> <br />~ -' ----- <br />- ..,.Jol"" --- <br /> <br />---- <br /> <br />-, ... "AVLR 'A' ~ tiRE LANE (SEE DETAIL) <br />CURd AT (NO or DRIVE TO BE <br />A T THE SAME ELE V AS BITUMINOUS <br />AGGREGATE BASE BY STREET CONTRACTOR <br />GRID AND SO{) BY LANDSCAPE CONTRACTOR <br /> <br />.,_~~.......-.~~..,. -....~-"".,.,.""'..............,....._...~~._....~~"lt""_"lt........ <br /> <br />- - <br /> <br />____~a.__~_~~____~_~_____ <br /> <br />o( Fl8( I,: <br />- <br /> <br />88,~ H <br /> <br />+ <br /> <br />--, <br />Il I L~ 30 <br />--=--" <br /> <br />- --- <br /> <br />II 68480...) <br /> <br />- <br /> <br />If . <br /> <br />:.. <br /> <br /> <br /> <br />TC 884 69 <br />- <br /> <br />If- , ~ <br /> <br />).. <br /> <br />\ <br /> <br />\"'" <br /> <br />~ OLD TOWN DR. 4+6786= <br />QUEENS GATE 6+01 08 <br /> <br />R4 43- ) <br />~ <br /> <br />~ <br />(j) <br />-t <br />OJ <br />0Cl <br /> <br />Ll) <br />0Cl <br />-t <br />OJ <br />0Cl <br /> <br />r<) 0 <br />I' <D <br /> <br />-t -t <br />00 00 <br />0Cl' 0Cl <br /> <br /> <br />~Ll) <br />-t-t <br />-t-t <br />OJ OJ <br />OJ <br /> <br />OJ <br />-t <br />-t <br />OJ <br />0Cl <br /> <br /> <br />50'. VC <br />PVI=5+00 <br />L=884.98 <br />M=Q,Q6 <br /> <br />50' VC <br /> <br />PVI=6+40 <br />.L= 884,2 <br />M = O. Q6 <br /> <br />. . .0.50% <br /> <br />I- <br />.~ <br />o <br />0. <br />I <br />o <br />I <br />! <br /> <br />5 <br />0. <br />o <br />o <br />+ <br /> <br />I- <br />':<!: <br />is <br />0. <br />~ <br />o <br />-1 <br /> <br />f <br /> <br />5 <br />a.. <br />o <br />-.t <br />+ <br /> <br />I- <br />> <br />0. <br />Ll) <br />N <br />+ <br /> <br />I- <br />> <br />0. <br /> <br />. Ll) <br />. <D <br />+ <br /> <br />u <br />> <br />0. <br />Ll) <br />+ <br /> <br />5+00 <br /> <br />6+00 <br /> <br />- <br /> <br />'" <br />14/~4 <br />.,. 194 <br />I' <br /> <br />,t <br /> <br />7+00 <br /> <br />, <br /> <br />f' <br /> <br />OJ 0 <br />Ll) r <br /> <br />-t -t <br />00- 0Cl <br />00' 0Cl <br /> <br />g:J <br /> <br />o <br />N <br />1.0 <br />OJ <br />0Cl <br /> <br />x <br />a: <br /> <br />- <br />.xl <br />0Cl <br /> <br />.. <br />OJ <br />0Cl <br /> <br /> <br />PROPOSED CL GRADE <br /> <br />0.50% <br /> <br />u <br /> <br />)( <br /> <br />o <br />I <br /> <br />( <br /> <br />25 <br />I <br /> <br />CURVE <br /> <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br /> <br />..,r..,r <br />../'~ <br /> <br />~ <br />-'- <br /> <br />NOTE A <br /> <br />OLD STEINE CIRCLE ONLY 20' <br />AlL OTHER STREETS 24' B-B <br /> <br />RADIUS <br /> <br />CENTERLINE CURVE DATA <br />TANGENT LENGTH DELTA P.C. STA. <br /> <br />\. <br />I <br />SEE NOTE A <br /> <br />I ~ TOPSOIL. SEED & "UlCH <br />l' TYP <br /> <br />Ll) <br />-t <br />Ll) <br />00 <br />0Cl <br /> <br />0::: <br />a <br /> <br />..:......~ <br />o <br />I- <br />a <br />.-J <br />o <br />a <br />'2! <br />w <br />o <br />(j) <br />r<) <br />(j) <br />+ <br /> <br />8+00 <br /> <br />[. .L !. <br />Or .1.1 . t. <br /> <br />, <br /> <br />Slop[ 1/.- <br />PER roo~ <br /> <br />.- CROwN <br /> <br />9+00 <br /> <br />P,T, STA. <br /> <br />------ <br />-..----- <br />" , <br />-, , <br />~;..\""" <br /> <br /> <br />100.00' <br />300.00' <br />47.00' <br />100.00' <br />45.00' <br />45.00' <br /> <br />10.52' <br />54.17' <br />47.00' <br />10.52' <br />38.80' <br />45.00' <br /> <br />20,97' <br />107.19' <br />73.83' <br />20.97' <br />64.04' <br />70.69' <br /> <br />12'00'44" <br />20'28'19" <br />90'00'00" <br />12'00' 44" <br />81'32'25" <br />90'00'00" <br /> <br />0+89.31 <br />1 + 70, 76 <br />5+ 70.28 <br /> <br />1+10.27 <br />2+ 77. 95 <br /> <br />0-312 YOuNTA8lE <br />CONCRfT[ CURB <br />oum:. <br /> <br />6+44.11 <br />0+30.44 <br />2+37 93 <br />)+62.84 <br /> <br />0+09.48 <br />1 + 73.89 <br />2+92.15 <br /> <br />PAVEt.lENT SECTION <br /> <br />I lIt' IIIl1JWINOUS wEN! (23<1) <br />amltollHOOS: TAO:: co...T <br />t' BASE OOVRS(. (23)1) <br />~ CUSS ~ ACe Iios[ <br />COWP..cTEII S\J8GAAO[ <br /> <br />PRIVA TE STREETS <br /> <br />QC 884 7'[ <br /> <br />TC 884.81 <br /> <br />TYPtCAI. SECTION (N T.S) <br /> <br />1 +46.61 = <br />+ <br /> <br /> <br />-1 <br /> <br />AI.C 88486::) <br /> <br />~ <br /> <br />-___ i <br /> <br />~-~"'~~-"'lI;;;,;:Z <br /> <br />r 1 <br />- . <br /> <br />~ <br /> <br /> <br />o <br /> <br />8' 14 ) <br /> <br />QC 884 7[>..-- <br /> <br />~ <br /> <br />3 <br /> <br /> <br />.... <br /> <br /> <br />'E' Ji9LD I STEINt <br /> <br />TC 884 4~ <br /> <br />/" <br /> <br />t <br /> <br />1. <br /> <br />) <br /> <br />T <br /> <br />2 <br /> <br />_1 <br /> <br />< <br /> <br />< <br /> <br />~ <br /> <br />100 <br />-1 <br /> <br />crce839~ <br /> <br />-T <br /> <br />-t <br /> <br />. <br /> <br />-...... <br /> <br />- <br /> <br />Lf f,f'HIL ;(...U IN f'ffT <br />1 IOCt> :>0 fl <br /> <br />- <br /> <br />~ <br /> <br />"1 <br />"1 <br />Ll) <br />OJ <br />0Cl <br /> <br /> <br />o <br /> <br />I <br /> <br />o <br />...J <br />o <br /> <br />" <br /> <br />I~ <br /> <br />-,,--r,7~------ <br />'?' \'" <br />'... <br /> <br />NOTE 8 <br /> <br />TOP or CURB ELEVATIONS _ <br />THE ACTUAl TOP rOR STYLE <br />OF CURB SHOWN <br />B612 CURB <br />0312 CURB <br /> <br /> <br />2~ <br />I <br /> <br />60 <br /> <br />I <br /> <br />100 <br /> <br />I <br /> <br />, <br />'( <br /> <br />GRAPHIC SCALE IN FEET <br />1 lOch - 60 tl <br /> <br />IE <br /> <br />OLD STEINE CIRCLE <br /> <br />-t N r-. 0 r- -t N (j) r-- -t N (j) -.t N <D <D -t (j). r<) OJ, r<) r-- Ll) ~ ~~ <br />r-- ~ r<) -t r<) N' . (j) OJ r <D ~ ) ('~. 0 0 ~ N- -t Ll). r-- r-- r-- Ll) <br />-t Ll) Ll) Ll) Ll) Ll). Ll) -t -t -t -t ... -t -t -t -t ~ .f' -t -t -t -.t -t -t ~~ <br />0Cl OJ OJ OJ 0Cl OJ 00 00, OJ OJ, OJ ex:: ex::. 0Cl- OJ 0Cl 0Cl 0Cl 0Cl, OJ 00. 0Cl OJ OJ 0Cl <br />OJ 00 0Cl 0Cl 0Cl 0Cl OJ 0Cl 00 OJ. 0Cl 0Cl. 00 0Cl- 0Cl 0Cl 0Cl 0Cl 0Cl' ex) 0Cl 0Cl 0Cl 0Cl 00 <br /> \ <br /> 50': VC <br /> 50" VC <br /> PVI=O+50 50' VC PVI=5+00 <br /> EL';'885.4S .... .~ EL=884.88 <br /> :PROPOSED CI GRADE PVI=3+50 M=O.13 <br /> M=O.13 EL=8!33.99 EXISTING - <br /> CL PROFILE <br /> M=Q,07 50' WARP <br /> ( UT <br /> CF OWN <br /> k-,,-trY, - .o...5()~ ,A - <br /> I"-' .. ~ .~ '0.59%' ~t. <br /> - - <br /> - :1- - - - <br /> , t-" - - - <br /> ~ <br />0::: ~ <br />a <br />j / a <br /> ~ <br />0 l- I- I- 0 <br />I- Z Z Z ...J <br />a 0 0 0 0 <br />-1 0. 0. 0. ~ <br />0 ~ <br />.~ I I ,: <br /> c..:l 0 .G <br /> .~ <br />I U U I f- U U I- U I U I- ~ <br /> > > > > -.t > > > > > <br />~ a.. 0. ('oj 0. a.. C1l 0. 0. 0. Ii) 0. 0. '<4' <br /> <D r-- -.t (!j <br />0 Ll) 0 r<) Ll) Ll) -t 0 Ll) Ll) (j) 0 Ll) ..r <br />0 N Ll) <D r-- N Ll) r-- r-- 0Cl 0 N It) <br />+ + + + + + + + + + + + + of. <br /> <br />0+00 <br /> <br />1+00 <br /> <br />2+00 <br /> <br />3+00 <br /> <br />4+00 <br /> <br />5+00 <br /> <br />. ' . . a <br />. 880 . . . . 0::: . <br />:.. . ....:.........:.........:..........:.w.......:........ <br />. . . . 0:::'0 . <br />. . . U' . <br />: . . . . a . <br />w 0::: <br />Z lD <br />W (/) <br />I- . I- . , <br />.. .Ul.. .I..... -............ <br />a 52 <br />-1 Z <br />o ::.:: <br /> <br />. . ~ . <br />: . .8.7.0. . : . . . . . . . . . g. . . . . . . . . : . . . <br />, . e: . <br />(/) <br />Z <br />o <br />U <br />. ., I I <br />....................z............. .....' ... <br /><3 <br />w <br />CD <br />r-- <br />Ll) <br />1- <br /> <br />. <br />... * ~+OO 1 +00 <br />: PIONEER <br />. engineering PA " '. <br /> <br />*....... '* ~-,-"..._- 19" . - .' ....'.'.... <br />"T" ....... ....~ ..,....... ~ .,...--- 6.~' '"'",.. -., H <br />, llI' 1.4 <br />, ..... .-: N " <br /> <br />r-- . (j) -t r<) 0 <br />o . 00 r-- r-- <D <br />Ll). .f.f -t. -.t <br />0Cl . 0Cl 0Cl OJ OJ <br />0Cl . 0Cl 0Cl OJ 0Cl <br /> <br />"" <br /> <br />STREET CONSTRUCTION <br /> <br />F3RIGHTON liRf~', <br /> <br />THF ROTTlUND COMPANY, <br /> <br />INC' <br /> <br />. : .8.90 . .. : <br /> <br />8.90...: <br /> <br />~.....:.885.. <br /> <br />. Q80 . <br />.........v. .....: <br /> <br />.. .... . . .a.70.. <br /> <br />(~ <br /> <br />16 <br /> <br />T <br /> <br />... 1 YV' <br />