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<br />~ J J ~ <br />. 'J ' . <br />& l((, 1 <br />~l, . <br /> <br /> <br />lOP VIEW <br /> <br />THE "'TMIOM~O MANUOLE <br />IHClJJOE 5 nl~G~, CASTING a <br />COVER, SIErs. BASE SLAB <br />GA$KE T 'i 8 w^,EFlrROOFlNG <br />ALL COMPLETE I} INPLACE <br /> <br />rr,y DErTH SHAlL "'F. MEA- <br />sunro FPOt,l; TO" OF CASTING <br />TO LOWES' ~v(RT <br /> <br />C0vfR CAS ~HJ J <br />5TAtJrMl[ p I.Tr '.0 41100 <br />CASTING '.0 lit. <br /> <br />/ [AI'H' CAS'"lNG <br />jTJ\NOARt PlAH .'0 4101( <br />JJI /' ~U-TI~~G NO 700-1 <br />_~fn / <br />. ------- I'. .OJ1I5u.~r.lT ""NG! <br />.:-=.-=--=-==- - 2 Ml~ S IIilA-X <br /> <br /> <br />_?_'-...1':.. . <br /> <br />PRECAST CONe <br />...-- (CepITRIC CONE <br />SECTION <br /> <br />. M H 5TH'S <br />16'" o.c <br /> <br />. <br /> <br /> <br />JOIN TS WITH <br />a-AING C;ASI<ET <br /> <br />~ <br />... <br />i <br />~ <br />> <br /> <br />SLOPE J'lOO~ <br /> <br /> <br />TO OflAl" \ <br />[ORQUI ~. <br /> <br />~,-<A\ -, r l <br />r.~' -- _-'!J_, -- -~1 . <br />l' . ~It <br />e(HIC ~8:~,-7.:.!. t <br /> <br />41'" RC r <br />IClASS n ) <br /> <br />SIDE VIEW <br /> <br />STANDARD MANHOLE <br /> <br />112" R. <br /> <br />I <br />-oj <br />. <br />L <br /> <br />15/8" <br />r <br /> <br />N,T,S, <br /> <br />3"R <br />Slop, 3/4" " foo, <br /> <br /> <br />1/2"R. <br /> <br />-oj <br /> <br />18" <br /> <br />i\l <br />--1 <br />~~8"~ <br /> <br />ST ANDARD CURB a GUTTER <br />(MHO 8 &18 Curb III Guller) <br />N,T,S, <br /> <br />MH I <br />TC. 911.1 <br />INLET 902.06 <br /> <br />OUTLET 902.06 <br /> <br />915 <br /> <br />910 <br /> <br />905 <br /> <br />EXISTING 8" VCP -, <br />=- ., 0.4% <br />C -= ~- <br /> <br />900 <br /> <br />HI <br /> <br />MH 2 <br />TC . 909.5 <br />INLET 901.96 <br /> <br />OUTLET 901.96 <br /> <br />MH 3 <br />T 913.0 <br />INI l T 901.63 <br /> <br />OU TI ,t T 901.63 <br /> <br />MH 3 <br /> <br />MH 2 <br /> <br />-- -- <br /> <br />[ <br /> <br />- 33'-8" PVC ill 0,3% <br /> <br />L 110'-8" PVC 10,3% <br /> <br />. TOP OF CASTING ELEVATIONS ARE <br />APPROXIMATIONS. TOP OF CASTING <br />TO MATCH SURROUNDING BITUMINOUS <br />OR GROUND ELEVATIONS. <br /> <br />FIELD VERIFY ALL UTILITIES, <br /> <br />SANITARY SEWER PROFILE <br /> <br />SCALE IN FEET <br />HORZ: ~ <br />o 15 30 <br /> <br />I <br />60 <br /> <br />MH 4 <br />TC . 913.7 <br />INLET 901.57 <br /> <br />OUTLET 901.57 <br /> <br />MH 4 <br /> <br />- <br /> <br />!I <br />II <br /> <br />Ii <br />II <br /> <br />II <br /> <br />II <br /> <br />'-- MATCH <br />EXISTING <br />CURB <br /> <br />REMOVE <br />EXISTING <br />~ . WOOD <br />CONSTRUCT' BUILDING <br />B618 CURB I <br />So GUTTER <br />(TYP) <br /> <br />5'R <br /> <br />moos <br />EXISTIN(j; <br />BLOCK <br />BUILDIN <br /> <br />58' <br /><;t" - -----j_ <br />MATCH j(+R:M:VE ] <br />EXISTING EXISTING <br />CURB WOOD <br />FENCE <br />L BEGIN <br />RETAINING <br />WALL <br /> <br /> <br />EXISTING 8" VCP ill 0.4% <br /> <br />===:J <br /> <br />\ <br />L <br /> <br />21'-8" PVC ill 0.3% <br /> <br />\ <br />I <br /> <br />A- REM <br />TREE <br /> <br />PROPOSED BUILDINC <br />ADDITION <br /> <br />REMOVE <br />EXISTINC <br />MH 8 PIPe. <br />BE TWEEN <br />MH I 8 MH 4 <br /> <br />r' <br /> <br />- <br />" <br /> <br />1 . <br />1---" <br /> <br />. <br /> <br />EXISTING <br />BUILDING <br /> <br />. <br />I <br /> <br /> . <br />918 <br />917 <br />~- <br />915 PROPO-''' <br /> NORTH <br />914 OF WALL <br />~ <br />912 <br />911 <br />910 <br />909 <br />908 <br />907 <br />906 <br />905 <br />904 <br />903 <br /> <br />~G BUILDING <br /> <br />~ WI 3 <br /> <br /> <br />.. <br /> <br />It) <br />N <br /> <br />L <br /> <br />20' 9' <;t" <br />W ~ all <br />:, \':D CURB ~Tfoof' 22' T <br /> <br /><;t" I <br />,!. r~rl 2 N <br />,.L"1 <br /> <br /> <br />- <br /> <br />- j <br /> <br />I <br />+- <br /> <br />L1I <br /> <br />5'R <br /> <br />26' <br />r--- <br /> <br />PROPOSED <br />RETAINING WALL <br /> <br />REMOVAL /CONSTRUCTION PLAN <br /> <br />SCALE IN FEET <br />~ I <br />o 15 30 ,;~ <br /> <br />/' <br /> <br />, <br /> <br />-............. <br /> <br />-- <br />, <br /> <br /> <br />"TING GRADE <br />,,;' TH SIDE <br />WALL <br /> <br />~ <br /> <br />JltJE OF RETAINING WALL <br />.~ WITH SOUTH PROPERTY <br /> <br />~ <br />~ <br /> <br />. <br /> <br />J <br /> <br />REMOVE EXISTING <br />CURB (24') <br /> <br />~ MATCH EXISTING <br />I CURB 8 GUTTER <br />-,"=- <br />-v - <br />I <br /> <br />~ <br />~ <br />II <br />I I CHAIN LINK II <br />v FENCE <br />~ CUT CURB II <br />I WIDTH = 0.5' <br />I II <br />I~ <br /> <br />,t <br /> <br />v <br /> <br />--+ REMOVE <br />EXISTING <br /> <br /> <br />V <br />I <br /> <br /> co <br /> co <br /> , en <br /> r') ~ t <br /> 1 <1 <br /> >. <br /> .0 , <br /> E " "t <br />!! E E . <br />g C .< <br /> v "0 V <br /> <br />II <br />II <br />II <br /> <br />U) <br />I- <br />0 <br />W <br />I- <br />- <br />:r: <br />0 <br />a: <br />< <br />- 0 <br />> ... <br />a: ... <br /> 1ft <br />< 1ft <br />.., c( <br />- to- <br />..J 0 <br /><( tn <br /> III <br />~ Z <br />to- Z <br />- <br /> III ~ <br />"- III <br /> a: III <br />Z to- <br />tn ~ to- <br />O c( Cl) <br />~ ~ N <br />(/) to- a: CO) <br />a: c( I <br />- ~ co <br />a: III <br />0 lD N <br />a: u. "'" <br /> III <br />0 ClIl to- -- <br />CO - <'" <br />:! ~ ... <br />... ~ co <br />N """I <br /> I <br /> J <br /> I <br /> _J <br /> __-"'.0;'- <br />F--.' <br />, . <br />. , <br /> <br />II <br />II <br />II <br />II <br />II <br />~~ <br /> <br />~ <br /> <br />_L -=-E~ISTING CONC. CURB <br /> <br />-- -. - - --- -- --=- --=-.=:= ---=- <br /> <br />If <br /> <br />~ CONSTRUCT B618 <br />v CURB 8 GUTTER (TYP) <br />END <br />RETAINING <br />WALL <br /> <br />NOTE: <br />ALL DIMENSIONS ARE MEASURED <br />TO BACK OF CURB. <br /> <br />--- <br /> <br />~ <br />917 <br />~ <br />~ <br />~ <br />913 <br />~ <br />911 <br />910 . J <br />909 <br />9 8 <br />907 <br />906 <br />905 <br />904 <br />903 <br /> <br />-[> <br /> <br />r - PROPOSED TOP <br />/ OF WALL <br /> <br />'---- <br /> <br />RETAINING WALL PROFILE <br /> <br />SCALE IN FEET <br />HORZ: ~ <br />o 15 30 <br /> <br />- --- <br />- --- <br /> <br />- ->- <br /> <br />-.- <br /> <br />'-' <br /> <br />. <br /> <br />,............ <br /> <br />I <br />60 <br /> <br />I hereby cerlily Il1at Ihis plan was <br />prepared by me or under my direcl <br />suporvision and Ihal I am a duly registered <br />Enf1n,rv under the laws 01 <br />Ihe Slale 01 Minnesota. <br /> <br />IIJ ~). <br />Rep. no: <br /> <br />-AI t1 r.tUM. <br /> <br />?'> <br />1uy.uiu <br /> <br />1/20 I U <br />, <br /> <br />Dale: <br /> <br />oJ <br /> <br />8 <br />c:. <br /> <br />- .,j <br />- -~ " <br />,"- _.. ' <br />~'l ;:- : <br />:..J ~ <br />;::: ::>::;- <br />~ J' := <br />c z (.: <br />--- .-, ... <br />...- ~ -- . <br />'- C. ..l.. . <br /> <br />z <br />_0 <br />-.J~ <br />g~z <br />00:::<1: <br />or::::::::~-.J <br />~U)CL <br />Wz <br />0:::0 <br />U <br /> <br /> 0 <br /> Z (Y) <br /> .- <br /> 0 ill <br /> - ~ lI; <br /> ~o.... <br /> -([ Zz <br /> 00 <br />LEGEND ~U W2 <br />EXISTING CURB > <br />PROPOSED CURB 02 <(z <br />..cO <br />EXISTING STORM SEWER WO ......1- <br /> (f)U COT <br />EXISTING SANITARY SEWER L()() <br />0- <br /> 1'-- <br />PROPOSED SANITARY SEWER o....~ <;;tIT <br />EXISTING MANHOLE 0 m I <br />PROPOSED MANHOLE ([ ~ <br /> 0.... W <br />RETAINING WALL Z <br /> <br />SHEET <br /> <br />CI.2 <br /> <br />87036 <br />