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<br />(9190) "tx
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<br />r _ Tap Connectlon
<br />I to ExIotlnQ ~ C.LP,
<br />I "~;':"
<br />
<br />-f
<br />
<br />920.50
<br />
<br />I
<br />
<br />925 3f
<br />,(9'96)
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<br />(921 1)
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<br />x
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<br />
<br />If
<br />
<br />THIS DRAWING HAS BEEN CHECKED AND
<br />REVIEWED THIS DAY OF
<br />, 19
<br />
<br />
<br />BY
<br />
<br /> REVISIONS
<br />DATE BY REVISION
<br /> CK'D
<br /> BY
<br />........
<br />
<br />928,80
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<br />926 40
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<br />x
<br />n470
<br />(920,41
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<br />
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<br />'925 (821 0)
<br />
<br />92500
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<br />
<br />922 60
<br />
<br />- -
<br />
<br />_2~~______________________
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<br />
<br /><!>r=.
<br />
<br />':J27W
<br />
<br />CERTIFICATION
<br />
<br />I hereby certify that
<br />report was prepared
<br />supervision and that
<br />Professional Enginef'
<br />State of Minnesota
<br />~~^
<br />
<br />Ib- .)9 -'1"
<br />
<br />Date:
<br />
<br />this plan. specification, or
<br />by me or under my direct
<br />I am a duly Registered
<br />under the laws of the
<br />
<br />a~
<br />
<br />/:;'0-.-8
<br />Registeration No.
<br />
<br />~!
<br />
<br />'-'
<br />
<br />S89"52'32'W
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<br />... ....
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<br />_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ..ll...'6' WATER _ _ _ ~ ~
<br />
<br />EXISTING 48" STORlA SEWER EX CB~H
<br />- - - - - - -- - - - - - - - - - - -- - - - - -- - - - -- - - - - - - - -- -- -- -- - - - - - - -<jl'nv=911,55
<br />
<br />/~ CB 7-9
<br />
<br />12'R.C.P, CLV../' I TCm915,18
<br />Ex SlRM SEWER > n:tn\l-912.00
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<br />-=-- 'n.-908.35-I"'CB 7-10
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<br />-. --con.-t to EX. If _I
<br />
<br />EXISTING 8" SANITARY SEWER
<br />
<br />"'"
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<br />497 42
<br />
<br />30 0 30 90
<br />--
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<br />x
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<br />it yr-- - - - - - (X1S1ING STOI'~ SEWER
<br />/ 1 [lUSTING SANITAPY SEWER ~H 5-3
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<br />1t.i-------~-------------~-----------~----------
<br />------- 258. 1:r- ftc..P .o.es
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<br />(92 .5)
<br />1920' If!
<br />(921.0)~
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<br />(92 .5)
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<br />(9210) 92030
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<br />~'66 \ /
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<br />!J " ~ -= 18" ~G..//] - - - t - -
<br />~ 11 (917,5) ~ (917.5) x./ ~ ,,/'/ ' ,
<br />(91i!'5) 1,./ ,/
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<br />"'I ' 6 '/ _&0
<br />Xi! VaIwe .. ~-y ...~ H <vi
<br />_921.70, ... !__ . _ . _ r DLP ~-moIn ~ T.. ""1 Bend.ll -.J liCe:
<br />- , - . - . a . - ' -:... '. ~. - , - , - . T . r: !"i . ~/~Ie.l <3 /
<br />..9~~-=,~:'~5~~.J9~~_~~__-&2~'.Ll~:,,______....~1~92...._ -:.- Jl.i. ~:a_~~].,/ =:m
<br />\ 100'-12" 1lt.P, x . O.a , 92MQ l!lO'-I2" 1lC.P, . 1.24"-"'- I I x
<br />\ 'DO 0 CIa u U9nllD a a 00 00 0"00 0 do ) [loon 00 0 d~ 0 00000 nonoo o-[Hj'oo LtouoIiQoJoo~~ 0 00 JO ell
<br />571 66 '-ca 3 Lee 2 ~
<br />rc-01l1.3 lC-ell.2 ~ v_
<br />_12.8 _12.0
<br />
<br />4.
<br />
<br />21.70
<br />
<br />Buildi~ Floor
<br />Elev.= 921.5
<br />
<br />"
<br />92150
<br />
<br />x
<br />92160
<br />
<br />,
<br />91950
<br />
<br />BENCHMARK:
<br />Top nut of fire hydrant on Campus Drive at
<br />Lakeview Pt.
<br />Elevation = 917,54 (New Brighton Datum).
<br />
<br />~~~ ~~ '--
<br />
<br />~ ~
<br />1<;,75) ~(917 5)
<br />
<br />~
<br />
<br />,
<br />
<br />...'
<br />
<br />NOTES:
<br />
<br />1.
<br />2.
<br />
<br />See architectural site plan for dimensions.
<br />Sanitary sewer.
<br />0, Service pipe .hall be D diameter PVC SDR 35.
<br />b. In'Jert of service at building shall be set in field.
<br />Woterma in:
<br />0, D DIP Sh,,~ De Cia.. 52
<br />b. Hydrant! and gote valves sholl be os deslgnoted by the C;"1 ,f .,.
<br />Brighton, tJinnesota.
<br />Storm sewer:
<br />Q. Pipe shOll be ribbed gravity sewer pipe.
<br />b. Pipe shall be installed a~ per manufacturer's specifications.
<br />c. Aprons shall be metal with trash guards or approved equal.
<br />d, Pipe len91h. between CB I, CB 4 o"d apron. .hoJl be field verified.
<br />Existing driveway apron shall be removed os follows:
<br />Q. RemO\l, concrete curb r\turns.
<br />b. Remove bituminous PC'/ement and grovel base.
<br />InstallatiM
<br />c. Install concrete curb and gutter to match existing.
<br />d, Fill area in right of way behind curb to top of curb and slope to drain to
<br />street. Top 4" of fill .hall be lop.oil.
<br />e. All areas disturbed sholl be sodded.
<br />See architectural site pion for curb placement and povement thickness.
<br />
<br />3.
<br />
<br />,(
<br />
<br />MH 5-5
<br />TC-913.40
<br />Inv-900.12
<br />
<br />9141'0
<br />
<br />5.
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<br />CBlAH 7-81 I
<br />TC-911.92 1
<br />In.-90800 18~RCP -fCBlAH 7-7.
<br />1<1-1- '-"..- TC-91'.92
<br />q I CL V In.-905.55
<br />(,',
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<br />
<br />LEGEND
<br />
<br />)( 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 />b
<br />
<br />"'.(912)
<br />~
<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 />SM1ITARY SEWER
<br />
<br />WATERMAIN
<br />
<br />WATERMAIN
<br />
<br />.
<br />
<br />BOOK: 541 L
<br />PAGE: 15
<br />
<br />(65-97)
<br />
<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 />LOCATION
<br />GRADING
<br />LAKEVIEW BUSINESS
<br />NEW BRIGHTON,
<br />
<br />AND
<br />
<br />UTI L1TY PLAN
<br />CENTER
<br />MINNESOTA
<br />
<br />JOHN
<br />
<br />ALLEN
<br />
<br />October 1994
<br />
<br />S.M.!. PROJECT NO. 61846-013
<br />
|