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<br />
<br />(925,6)
<br />
<br />7
<br />
<br />~~I-----
<br />1'-
<br />
<br />
<br />92 1012'"'
<br />> -,
<br />(925.6) (9252)
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<br />I
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<br />
<br />922 00
<br />
<br />t:'
<br />
<br />n ,001
<br />
<br /><!> EX
<br />Hydron!
<br />
<br />~
<br />
<br />,
<br />(9196)
<br />
<br />--
<br />
<br />92 ]0
<br />
<br />--
<br />
<br />rw.t Tap ~
<br />I to Ext.tInlI ~ c,I.P.
<br />I ;."'V;;;:'"
<br />
<br />-I-
<br />
<br />920.50
<br />
<br />918.60
<br />o
<br />N89'52'32"E
<br />
<br />I
<br />
<br />>
<br />
<br />X. I
<br />925.3
<br />,(9196)
<br />
<br />924 70
<br />(9204)
<br />x
<br />
<br />(921 I)
<br />
<br />x (9209)
<br />(9 0.4)
<br />
<br />x
<br />(919
<br />
<br />< (920.1)
<br />
<br />x
<br />(91 1)
<br />
<br />,
<br />
<br />919 )
<br />
<br />(920 )
<br />
<br />>
<br />(9191)
<br />
<br />~":ll1.J I ... ' 0:>: 110'"' ~
<br />,,,...g 1 4.l1 (9190).. 1 7't (9199) (92025) (9200) (9195)
<br />~9iBr - - - <;...- - - -- -- -- -- -~~R.C:;;:. 0.4.- - - - -.-
<br />
<br />
<br />~1 '~.~ 100,
<br />11<' .~. ~ 'r
<br />92670 ,K>. . ,.,( , 20
<br />
<br />I' '(921 0)
<br />
<br />,
<br />
<br />,
<br />(92U 1) (919.6)
<br />
<br />(91~0) 1
<br />
<br />x
<br />(920,5)
<br />
<br />I I
<br />~ =:!
<br />
<br />X ,il.V.
<br />x 925 \821 0)
<br />
<br />J!
<br />
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<br />a.
<br />
<br />, "(' '" I
<br />(9206) 9201) (919.~)
<br />&4'
<br />-- ------ -------\
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<br />-------
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<br />--
<br />
<br />,
<br />(921.1)
<br />
<br />,
<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 />0-
<br />
<br />~ 928.80
<br />/'
<br />/
<br />-
<br />
<br />N
<br />e
<br />
<br />,
<br />926.60
<br />
<br />925.00
<br />..
<br />
<br />922.60
<br />
<br />x
<br />
<br />926 40
<br />
<br />-
<br />
<br />-~~~--------------------~
<br />
<br /><
<br />(9206)
<br />
<br />x
<br />(nOr
<br />
<br />~80 ~
<br />t;::::".. I/t917.~ ,,-/(9~75)
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<br />I~o~
<br />. '
<br />- 1131~g -~T - III (92F5h
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<br />I
<br />
<br />(92'S)
<br />
<br />(9215)
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<br />
<br />"'--
<br />
<br />7 0:>:
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<br />15:>:
<br />-
<br />
<br />^ (919 5)
<br />
<br />_.
<br />
<br />-.
<br />
<br />.-.-
<br />
<br />,
<br />(9215)
<br />
<br />927.50
<br />10"
<br />-
<br />
<br />5 0" >
<br />-._ 92280, (91 7.0)
<br />
<br />10'"'
<br />--
<br />
<br />, (9200)
<br />
<br />...
<br />
<br /><!>~
<br />
<br />9il60
<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 />;;f"~A Otfl4l
<br />Ib-~(J -9'f 1:10"'8
<br />Date: Registeration No.
<br />
<br />
<br />I
<br />1
<br />~I
<br />
<br />..,1
<br />;1 1;j
<br />
<br />_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .J;!...IQ WATER _ _ _ ~ ~
<br />
<br />EXISTING 4~ STOR'" SEwER EX CBl.lH
<br />-- - - - - - - - - - - - - -- - - -- - - - -- - -- - - - - - - - - - - - - - - - - - - -- - - ----'Plnv:l:911.65
<br />/~ CB 7-9
<br />12"R,C,P. CL.v../ I TC-916,18
<br />EX STRM SEWER > LX Inv-912.00
<br />)~
<br />"\'"
<br />_ _ _ _ _ I - - - - - - EXr:-WATE~ - - - ~I~ -
<br />"'I'"
<br />Ex UH ~)(
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<br />I TC-gl~,OO
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<br />- ~ c.......t to EX. i' s-I
<br />
<br />, 92100 235.42
<br />x 9 f/' ~ P.V.c. San. -
<br />r IT SeNIao. .(9204)
<br />
<br />EXISTING 8" SANITART SEWER
<br />
<br />'"
<br />
<br />49742
<br />
<br />30 0 30 90
<br />---
<br />Sea Ie In Feet
<br />
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<br />
<br />,
<br />920.90
<br />
<br />, (920.4)
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<br />916,50
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<br />x
<br />920,40
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<br />,QI8.30
<br />
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<br />
<br />920,10
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<br />~\~ ... 10:0; I lOll ~
<br />10,", . _II3.ll8E ... lOll (919,5) (920.0) (92025) .(920.0)(9195)
<br />-------~~------~--------~-~~r~~~B-------~---------
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<br />"'H 5-4 a.
<br />~ r TC-91503 !i
<br />/ ' Inv-8995& _MH 7-5 '2 ~
<br />I / TC-9H84 x
<br />15,30 ~ Iny-905,34 42~R:f.P,-C~ IlliER- -1w- - -
<br />"t ~ - - - - - EXISTING STORM SEW~
<br />~/ ~ I EXISTING SANITARi' SEWER "'H 5~
<br />I TC-913.55
<br />/ / -.!..O'I~Cl ~ _'ny-~6
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<br />Iff .Jt _ _ -Connect To EX. ~
<br />_ - SerAoe etub.
<br />- I rr -4(1' Bond
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<br />(92 .5)
<br />no *.1
<br />(921 O)~
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<br />(9 05)
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<br />(9 ,5)
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<br />(9210) 920.:\0
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<br />.
<br />..4\:"
<br />(n05)\~
<br />(921,5) "
<br />=::::,. f{' PYC\ &
<br />~ 6" PlUG\ \
<br />
<br />\
<br />\
<br />\
<br />
<br />BENCHMARK:
<br />Top nut of fire hydront on Campus Drive at
<br />Lakeview Pt.
<br />Elevation = 917.54 (New Brighton Datum).
<br />
<br />21 70
<br />
<br />Building Floor
<br />Elev.~ 921.5
<br />
<br />0.
<br />
<br />21
<br />
<br />f
<br />
<br />\
<br />\
<br />\
<br />......k/ -~
<br />~: g~P, K--- ~O /
<br />f{'PLUG .
<br />
<br />~ ~ ~ ~ ~ ~~ 18" ~G-/./' --:, -t---
<br />~(917,5) """"- H:::...../(9175) ,-1(9175) ~(917,5) ~/(9175) """"- (917,5) x./ /"/ 'f-.
<br />~ (91il!5) / ,/
<br />T-I~ 1'kl\J.l ~ t )(.ot ~ f',/,
<br />"'~I "! > ":>.,i I. "! ,0.;: "''''8 "
<br />t ~ 92020 1 918,90::: / ~; "\, g~..; / / '
<br />"'I ' ~" _&0
<br />Xi! _ ot ~-y ,'9" n "''''"
<br />921 70 0 ~ '" Bond ...~ , ..., II
<br />~ T_ . _ . _ . _ ,ll'...!!:!:P..~n,>a1n_ . _ , _ ,u T_, ~L . t.'/ca 1 ","" /
<br />- . - . - . - . , - T ~ 1 / 'TC-81e,1
<br />...9~~~~':..~~~.J9.!!~_~b__...&2~':J...l~.:"'______-,2~92..._ ..:- _~.l.. ~~_.J~]"/ :::m:m
<br />
<br />, lClO'-I:t' R.c.P. X . O.a \ 926,00 IllO'-l:t' R.C.P. . 1.24ll A\ I I x ....'"
<br />\ 'Of.] OeOD OIJ:IJiIO 00 0 COO ,L}r.!OO r DOn 0 110 DOO ~eItUl C 00 000["10-001:' o,ot100c1ElDOifo 0 JooftJu'1.:l00 0 DOl
<br />57166 \..ca 3 '-CI 2 IltoIrunt
<br />Tc-Gle..l TC-elU ~ -
<br />_12.8 ~812.0
<br />
<br />/
<br />
<br />x
<br />921.50
<br />
<br />x
<br />92160
<br />
<br />x
<br />91950
<br />
<br />~'66
<br />
<br />~
<br />
<br />~
<br />
<br />I
<br />I
<br />
<br />ICB"'H 7-6
<br />-J. TC=913,54
<br />T Inv-906_21
<br />I 908.21W
<br />I
<br />I
<br />
<br />"
<br />1,
<br />I '- eor.tJuc:t lotH 1 at _
<br />I 01 1~ R.c.P, otub
<br />__.25 EX.-VwlIy
<br />I Irw-llOll.!lO N .. S
<br />I re-
<br />
<br />I
<br />I
<br />
<br />NOTES:
<br />
<br />1.
<br />2.
<br />
<br />See architectural site pion for dimensions.
<br />Sanitary sewer.
<br />a. Service pipe sholl be ft' diameter PI/C SDR 35,
<br />b, Invert of service at building sholl be set in field,
<br />Watermoin:
<br />0, 6" DIP shOll be Class 52.
<br />b, Hydrants and gate valves sholl be os designated by the City of new
<br />Brighton, Minne.ota.
<br />Storm sewer:
<br />a, Pipe shall be ribbed gravity sewer pipe,
<br />b. Pipe Sholl be installed 09 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 sholl be field verified,
<br />Existing driveway apron sholl be removed 09 follows:
<br />Q. Remove concrete curb returns.
<br />b. Remove bituminous pavement and grovel base.
<br />Installation
<br />c. Install concrete curb and gutter ta 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 shall be topsoil.
<br />e, All a'eo. disturbed sholl be sodded.
<br />See architectural site plan for curb placement and pavement thickness.
<br />
<br />3.
<br />
<br />,(
<br />
<br />4.
<br />
<br />"H 5-5
<br />TC-913,40
<br />Inv-900 12
<br />
<br />9141'0
<br />
<br />I'"
<br />~Il
<br />-J'"
<br />"b
<br />'"
<br />~12
<br />"'IV>
<br />~I!
<br />18
<br />
<br />5.
<br />
<br />I
<br />1
<br />1
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />CB"'" 7-81 1
<br />TC-911 ,92 I
<br />Inv-908.00 18~R C P iCB"'" 7-7
<br />S- -1- '-. -'- TC-91192
<br />q / I Cl. V Inv-906,55
<br />~v.(, I 907,24W
<br />,4, tv 0.1
<br />'/ I ~I~
<br />101'-'
<br />'"
<br />I
<br />
<br />,,\
<br />on
<br />J
<br />~I
<br />o
<br />
<br />on
<br />'"
<br />
<br />'"
<br />5l
<br />
<br />6,
<br />
<br />u
<br />>
<br />a.
<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 />~I
<br />
<br />><.(9121
<br />~
<br />
<br />-
<br />
<br />-----(}-----
<br />
<br />SEWER
<br />SEWER
<br />
<br />----......----
<br />
<br />-G-
<br />
<br />EXISTING
<br />PROPOSED
<br />EXISTING
<br />PROPOSED
<br />
<br />SANITARY SEWER
<br />SANITARY SEWER
<br />WATERMAIN
<br />WATERMAIN
<br />
<br />.
<br />
<br />-
<br />
<br />BOOK: 541 L
<br />PAGE: 15
<br />
<br />(65-97)
<br />
<br />SCHOELL &: MADSON, INC.
<br />ENGINEERS . SURVEYORS . PLANNERS
<br />SOIL TESTING . ENVIRONMENTAL SERVICES
<br />10580 WAYZATA BOULEVARD. SUITE 1
<br />MINNETONKA, MN 55305
<br />(612) 546-7601 FAX:546-9065
<br />
<br />CLIENT
<br />
<br />LOCATION
<br />
<br />UTILITY PLAN
<br />BUSINESS CENTER
<br />MINNESOTA
<br />
<br />AND
<br />
<br />JOHN
<br />
<br />ALLEN
<br />
<br />GRADING
<br />LAKEVIEW
<br />NEW BRIGHTON,
<br />
<br />October 1994
<br />
<br />
<br />
<br />S.M.!. PROJECT NO. 61846-013
<br />
<br />.
<br />
|