|
<br />I~
<br />..,
<br />,...
<br />I~
<br />
<br />'"
<br />b x x
<br />~ (9206) (920, 1) (919,~)
<br />M'
<br />- ------ ---,----1
<br />
<br />
<br />92 80 92750~1 !
<br />
<br />f-------
<br />
<br />
<br />-- I
<br />
<br />7
<br />
<br />\ -~ - - - - -
<br />~
<br />
<br />, 92 101~ ,
<br />(9256) (9252)
<br />
<br />,A~
<br />
<br /> REVISIONS
<br />OATE BY REVISION
<br /> CK'O
<br /> BY
<br />'-
<br />
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />\
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
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<br />I
<br />I
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<br />I
<br />I
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<br />f-
<br />I
<br />I
<br />
<br />~
<br />
<br />~
<br />
<br />
<br />
<br />92 001
<br />
<br />
<br />I
<br />- - I
<br />92 J
<br />
<br />--
<br />
<br />o
<br />..,
<br />..,
<br />,...
<br />'"
<br />
<br />w
<br />,
<br />..,
<br />'"
<br />'"
<br />N
<br />b
<br />o
<br />Vl
<br />
<br />(925.6)
<br />
<br />kf
<br />
<br />THIS DRAWING HAS BEEN CHECKED AND
<br />REVIEWED THIS DAY OF
<br />, 19
<br />
<br />
<br />BY
<br />
<br />T
<br />X
<br />I
<br />I
<br />
<br />rwet Tap Connectlon
<br />I to ExI8tln9 If' CJ,P.
<br />I ~'V.;;:'
<br />
<br />-I-
<br />
<br />922 00
<br />
<br /><!:>Ex
<br />Hydrant
<br />
<br />92050 .
<br />
<br />91860
<br />o
<br />N89'52' 32" E
<br />
<br />I
<br />
<br />~
<br />
<br />, f
<br />9253
<br />.,,(919.6)
<br />
<br />x
<br />924 70
<br />(9204)
<br />"
<br />x
<br />(919
<br />
<br />,,(9201)
<br />
<br />(921 1)
<br />
<br />> (920.9)
<br />,
<br />(9 04)
<br />
<br />."
<br />
<br />x
<br />(91 ,1)
<br />
<br />(920 )
<br />
<br />919, )
<br />
<br />" "
<br />(919.6) (9191)
<br />
<br />~18.J I .. 1 O~ 11.0'" .
<br />_14Jl. ,(919.0) ..1.7'" ,(9199) ,(92025) ,(920.0) (919.5)
<br />~mF----------------~4R~~o.U-----~-
<br />
<br />
<br />.~1 ~/ l~,
<br />' .~<-J ~.,"9 '3'
<br />926 70 /I. '" 92
<br />'i,.)... A~j .' 20
<br />~X '
<br />?\?y (9210)
<br />
<br />I I
<br />
<br />"
<br />x ,"v_
<br />'92518210)
<br />
<br />" ~
<br />(920 1) (919 6)
<br />
<br />."
<br />(920.5)
<br />
<br />!:= :=!.
<br />
<br />x
<br />(9190)
<br />
<br />.1928,80
<br />/
<br />--I'
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<br />
<br />925.00
<br />~
<br />
<br />."
<br />926.60
<br />
<br />922 60
<br />
<br />Qro
<br />
<br />II
<br />UI
<br />
<br />,
<br />926.40
<br />
<br />---1'=
<br />
<br />-~~~----------------------
<br />
<br />- -
<br />
<br />(921, i; x (9206)
<br />
<br />x
<br />(920f)
<br />
<br />22.80 .~
<br />x X
<br />(917,5) ~ (917.5)
<br />
<br />0'
<br />.,,;:.
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<br />
<br />I '<.o~
<br />J . '
<br />- 1131~9 -~I - T T9iQ5h
<br />
<br />I (921.5)
<br />I
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<br />(921.5)
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<br />~!
<br />
<br />~
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<br />
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<br />\..I
<br />
<br />7.0'"
<br />-
<br />
<br />~"!--
<br />1.5'"
<br />-
<br />
<br />X (9195)
<br />
<br />-
<br />
<br />_.
<br />
<br />.-.-
<br />
<br />X
<br />(9215)
<br />
<br />927,50
<br />1.0'"
<br />-
<br />
<br />50," "
<br />- 92280" (917.0)
<br />
<br />1.011
<br />-
<br />
<br />, (9200)
<br />
<br />'i"
<br />
<br /><!>~
<br />
<br />92760
<br />
<br />S89'52'32"W
<br />
<br />CERTIFICATION
<br />
<br />I hereby certify that this plan, specification, or
<br />report was prepared by me or under my direct
<br />supervision and that I am a duly Registered
<br />Professional Engineer under the laws of the
<br />State of Minnesota.
<br />~~..( tJd2o-fI
<br />/0- d9 ''1'f / ;J.o't'8
<br />
<br />
<br />Dote:
<br />
<br />Registeration No.
<br />
<br />I
<br />I
<br />I
<br />I
<br />1
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />CB~H 7-81 I
<br />TC-911.92 I
<br />'n.-90800 l1R C P -+CB"'H 7- 7
<br />e- -1- '- - TC-911.92
<br />q / I CL V Inv-90655
<br />~S>i.\ I 907,24W
<br />,i> ~v <>.1
<br />/ I u '"
<br />"'I,
<br />\old
<br />'"
<br />I
<br />
<br />October 1994
<br />
<br />I
<br />I
<br />01
<br />V>
<br />~I
<br />) (:S
<br />
<br />_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ..Q..16' WATER _ _ _ ~ ~
<br />EXISTING 48'" STOR... SEWER Ex CB"H
<br />- - -- - --- --- --- -- - - -- - - - -- - -- - - - - - - - - - - - - - --- - - -- - - -- --If'lnV1E91 1.65
<br />/~ CB 7-9
<br />12"R,C,P. Cl,V./ I TC-91618
<br />EX SlR~ SEWE:R > cr Inv-912.00
<br />)~
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<br />"'IV>
<br />Ex ~H l-.
<br />Inv-90e.J5-IOCB 7-10
<br />, TC-91600
<br />" I!I Inv-912.57
<br />
<br />917,70
<br />
<br />EXISTING 8" SANIlARY SEWER
<br />
<br />917,20
<br />
<br />49742
<br />
<br />,.?'l8.20
<br />r~ -~ '" EX. rr Sftw\
<br />· 921.00 235,42
<br />"9 91~rrr P.V.c. San. -
<br />SonIoe .
<br />. (920,4)
<br />
<br />(919,9)
<br />
<br />.
<br />920,90
<br />
<br />~
<br />
<br />.
<br />920,40
<br />
<br />916,50
<br />
<br />X (920,4)
<br />
<br />.,,(921.1)
<br />^ 20,e
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<br />
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<br />920.10
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<br />~ /6\.~
<br />/ .051
<br />"0>\.1,...9'
<br />'-;:'\..1"&..
<br />
<br />x
<br />91760
<br />
<br />(919 J)
<br />ca"s ~
<br />TC-tle.a 1 Oll 11.0~
<br />_13.1lllW 4 ..
<br />1.0," . 1_13.llIlE. 1 Oll ,(919,5) ,(920.0) ,(920,25) ,(920,0) ,(919,5)
<br />-------~~------------------~~r~~.~n------------------
<br />
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<br />ca4
<br />TC-tl e.a
<br />_12.11
<br />(919.0)
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<br />(92 ,5)
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<br />1rw-013.0
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<br />I ~ 6" PLUG\
<br />
<br />.
<br />
<br />21.70
<br />
<br />Buildin<,.1 Floor
<br />[lev.:: 921.5
<br />
<br />\
<br />\
<br />r \ \
<br />"919.50 h ~,~ \ /
<br />.... 1.... - --=-<
<br />
<br />~: g~P K_--rwo /
<br />6" PLUG .
<br />
<br />. )~ ~ ~ ~~ 18' ~G../.I -:. -t---
<br />(917.5) '- (9175) ~ ~j/(917,5) ,-/(9175) '-.fi::::,... (917,5) )(./ ,,/ .,....
<br />~ (91~) , ,/
<br />,.,t~'-l !" PIuQ t . 'x' ot l.d /''1....
<br />! "i I ~l' '0.., " , ~
<br />!; 92020 ~ I 918"s0 ~ / ~;'\ :~~ / "
<br />X i! Va'" N ~I ,,-~ /' /'~~ I~7 /
<br />92170 If' T.. If' DJ.P. Wubo. maln If' T.. l'" ~-/" tf." <Ill: /
<br />-.-.-,-. '-'-'-'-'-'-'-'-'-'T'~ ~ '~1~
<br />
<br />..92!~ j,!,".- ~~~ .J92!'2l. _ ~~ _ _ __9~'.Ll ~:.. _ _ _ _ _ _ .....~~l... _ ~ Jl~ ~8:a _ -.:~~' ::m:m
<br />, 100'-":' R.C.P." . OM , 9~9,QQ 1!lO'-1:r R.c.P. . 1.2U A\ I '
<br />\ '000 DO Cl Cl9J1llD 0 0 (1 0 C, 0 oJ C' Q 0 0 r)o "l r) on 0 0 ~ 0 dllltftj 00000 D [1 oonD 0 cN:l!"J 0(000" tJ O.J OD~j~ 0 0 0 [1 00 I
<br />57166 \..ca 3 Lee 2 :r=
<br />TC-tle.3 ~'1~' -
<br />1rw-012.8
<br />
<br />"
<br />92150
<br />
<br />"
<br />92160
<br />
<br />~/il:::,...
<br />
<br />.
<br />(917.~)
<br />
<br />~~~~
<br />
<br />.
<br />
<br />,(
<br />
<br />...H 5-5
<br />TC-91J.40
<br />Inv-9oo. 1 2
<br />
<br />914110
<br />
<br />",I
<br />'"
<br />
<br />~I
<br />
<br />ci
<br />
<br />~I
<br />
<br />'"
<br />'"
<br />
<br />15
<br />V>
<br />
<br />u
<br />:>
<br />0:
<br />
<br />b
<br />
<br />SCHOELL & MADSON, INC.
<br />ENGINEERS . SURVEYORS . PLANNERS
<br />SOIL TESTING. ENVIRONMENTAL SERVICES
<br />10580 WAYlATA BOULEVARD, SUITE 1
<br />MINNETONKA, MN 55305
<br />(612) 546-7601 FAX:546-9065
<br />
<br />CLIENT
<br />
<br />JOHN
<br />
<br />ALLEN
<br />
<br />
<br />
<br />"
<br />
<br />'1
<br />\
<br />~
<br />
<br />30 0 30 90
<br />~
<br />Scale In Feet
<br />
<br />0:
<br />
<br />:\
<br />
<br />"'I~
<br />NV>
<br />
<br />521
<br />
<br />\
<br />
<br />g;~
<br />) ~~
<br />u~
<br />MH 5-4 ~
<br />~ rTC_9150J , 'i
<br />/ I lnv-89966 .-t..AH 7-~ ~ ~
<br />I / TC-91484 x
<br />15JO ~"nv-90~34 42" RCP_C~I~ _ -f'- --
<br />i:t yo- - - - - - EXISTING STOR~ SEWER -4.
<br />
<br />/ ' O<ISTlNG SANITARY SEWER - MH 5~
<br />, TC-9U55
<br />
<br />
<br />/ L / -10'I':xCL ~ - _'nv-~6
<br />
<br />/ I Hydrant
<br />.,. ,,'~
<br /><oj ..,
<br />:q~ a'V>
<br />V> .::r
<br />~~ Q."g
<br />.. <>,"'-
<br />v' ~ 0: (.I)
<br />:>. '& f.,'~
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<br /><.> !!?
<br />Jc l ,IJ
<br />!!?
<br />" ,
<br />I _ -ConMct To EX. "
<br />_ ....,..I - - $wvk)e 1Wb.
<br />-, "-4fS" Bond
<br />,
<br />,
<br />
<br />~
<br />
<br />Q:
<br />
<br />BENCH~ARK:
<br />Top nut of fire hydrant on Campus Drive at
<br />Lakeview Pt.
<br />Elevation = 917.54 (New Brighton Datum).
<br />
<br />'CB"'H 7-6
<br />-J. TC=91J.54
<br />T 10.....906.21
<br />I 908,21W
<br />I
<br />I
<br />
<br />,I
<br />I,
<br />I '-- ConItnlct WIt 1 at end
<br />I of lrr R.c.P. olub
<br />1m-808.2!l EX.-Vwlfy
<br />I __.!lOMaS
<br />re-
<br />/
<br />I
<br />,
<br />
<br />NOTES:
<br />
<br />1.
<br />2,
<br />
<br />See architectural site plan tor dimensions.
<br />Sanitary sewer.
<br />a, Service pipe shall be f) diameter PVC SDR 35.
<br />b. Invert of service at building ShOll be set in field.
<br />Watermain:
<br />a. 6" DIP shall be Class 52,
<br />b, Hydrants and gate valves shall be as designated by the City of new
<br />Brighton. ~innesota.
<br />Storm sewer:
<br />a. Pipe sholl be ribbed gravity sewer pipe.
<br />b. Pipe Sholl be installed as per manufacturer's specifications.
<br />c. Aprons shall be metal with trash guards or approved equal.
<br />d, Pipe lengths between CB 1. CB 4 and aprons shall be field verified,
<br />Existing driveway apron sholl be removed os follows:
<br />a. Remove concrete curb returns.
<br />b. Remove bituminous pavement and grovel base.
<br />Installation
<br />c. Install concrete curb and gutter to match existing.
<br />d. Fill oreo in right of way behind curb to top of curb and slope to drain to
<br />street. Top 4" of fill shall be topsoil.
<br />e. AI' areas disturbed shall be sodded.
<br />See architectural site pIon for curD placement cnd pavement thickness.
<br />
<br />3,
<br />
<br />4.
<br />
<br />/5
<br />;,~
<br />~V>
<br />""I::.
<br />~jE
<br />til~
<br />~/~
<br />V>
<br />18
<br />
<br />5.
<br />
<br />6,
<br />
<br />LEGEND
<br />
<br />1< 912
<br />
<br />EXISTING SPOT ELEVATION
<br />PROPOSED SPOT ELEVATION
<br />PERCENT OF GRADE
<br />DRAINAGE ARROW
<br />EXISTING STORM
<br />PROPOSED STORM
<br />
<br />'" (912.)
<br />-1%..
<br />
<br />-
<br />
<br />-----0-----
<br />
<br />SEWER
<br />SEWER
<br />
<br />----~----
<br />
<br />o
<br />
<br />EXISTING
<br />PROPOSED
<br />
<br />EXISTING
<br />
<br />PROPOSED
<br />
<br />SANITARY SEWER
<br />SANITARY SEWER
<br />WATERMAIN
<br />WATERMAIN
<br />
<br />.
<br />
<br />-
<br />
<br />-
<br />
<br />BOOK: 541 L
<br />PAGE: 15
<br />
<br />(65-97)
<br />
<br />
<br />LOCATION
<br />GRADING
<br />LAKEVIEW BUSINESS
<br />NEW BRIGHTON,
<br />
<br />AND
<br />
<br />UTILITY PLAN
<br />CENTER
<br />MINNESOTA
<br />
<br />S.M.!. PROJECT NO. 61846-013
<br />
<br />~ -. .--.:.- ~
<br />
<br />'.--
<br />
|