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a 2017 Westwood Professional Services, Inc.
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<br />ROAD SURFACE
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<br />— - Casu^g HUBs m a -y
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<br />SUBGRAOE ELEV. \ Jp�r `. .+ ''"` Advan€apas:
<br />r7 Ci - !` ..✓ /: P YMts INad M.AlPrBaiort e^.ir
<br />GEOTEXTILE FILTER AGGREGATE I ezumat- ,
<br />(MnOOT 3149.2H)
<br />/�.;� Exrs::kntwfietn',alnra ticm
<br />����4444 ao E'XiStn>R S;Rtt.YpNF3
<br />4' PERF. PVC PIPE SDR 35; huau arcs WNrtNyam_0y
<br />GEOTEXTILE FABRIC -TYPE 11 ,R 4 A:v»Xs'. 0.W .—W A. 10»s
<br />(MnDOT 3733) ( j 1.5'A, 144'
<br />PERFORATED UNDER DRAIN DETAIL '
<br />INSTALL AT LOW PdNT AS gRECTEO BY THE ENGINEER
<br />TTar=•e Prcfdtas furAii Ymi Rigid J_ -O7 a. .I'
<br />r..7 Requ;rac lent= ...
<br />N4IE:
<br />DRAINTILE INSTALLED s" _
<br />50' IN EACH DIRECTION �+
<br />FROM CATCH BASIN`
<br />y
<br />'4\
<br />-!
<br />15
<br />TOPSOIL
<br />)
<br />L75-3'P�+el i4aS'PIPs•) id}144'Pipa?
<br />3S
<br />3.0%
<br />III Ift WIN. i+� p`..-
<br />� t
<br />s.s PpRaM is
<br />DRAIN TILE
<br />Press -Seal 4aa3 et GCl g)�, ration
<br />vJ3_ gFtie. FOA'Nrctwx. Italilns °FJ1Gd
<br />1.5:1 SLOPE
<br />VERIFY LOCATION
<br />2.0' BOC
<br />PROFILE GRADE
<br />SURMOUNTABLE
<br />GRADING GRADE
<br />CURB & CUTIER
<br />-_
<br />aleR avicEs
<br />wse_ _
<br />FOR WATERMALN �uJ W 2
<br />f?"t>(Yl'v e'tF' Special Oeloils
<br />., _•}nT�-•1n TrPICAL lrcoRnNT
<br />YIll Jl7i! INSTALLATION HJ -W-1
<br />--- - --_ —r
<br />131ST STREET
<br />130TH LANE
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<br />" FL;E'.1„h
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<br />�TT���T
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<br />NALVE BO%
<br />STALPTON
<br />Spec 0! DalOik
<br />HN -W-}
<br />! .: cn'v fOlu
<br />POURED CONCRETE THRUST
<br />6LO'.NG FOR NATEftOwtt W 4
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<br />FEAT S F CR RICH' JOIN'S €1i..Tl`,F. Eta PI'•E & COtaf: RE -T'.
<br />< Mcrieretl L;OniwoBwls a
<br />1 Pr0eas151:JCL1.29
<br />ROAD SURFACE
<br />PSL ctJ
<br />F, Ipa ut.*
<br />— - Casu^g HUBs m a -y
<br />z d! v ti :: i� Iti- Geo thine Wdtlar5iOP
<br />SUBGRAOE ELEV. \ Jp�r `. .+ ''"` Advan€apas:
<br />r7 Ci - !` ..✓ /: P YMts INad M.AlPrBaiort e^.ir
<br />GEOTEXTILE FILTER AGGREGATE I ezumat- ,
<br />(MnOOT 3149.2H)
<br />/�.;� Exrs::kntwfietn',alnra ticm
<br />����4444 ao E'XiStn>R S;Rtt.YpNF3
<br />4' PERF. PVC PIPE SDR 35; huau arcs WNrtNyam_0y
<br />GEOTEXTILE FABRIC -TYPE 11 ,R 4 A:v»Xs'. 0.W .—W A. 10»s
<br />(MnDOT 3733) ( j 1.5'A, 144'
<br />PERFORATED UNDER DRAIN DETAIL '
<br />INSTALL AT LOW PdNT AS gRECTEO BY THE ENGINEER
<br />TTar=•e Prcfdtas furAii Ymi Rigid J_ -O7 a. .I'
<br />r..7 Requ;rac lent= ...
<br />N4IE:
<br />DRAINTILE INSTALLED s" _
<br />50' IN EACH DIRECTION �+
<br />FROM CATCH BASIN`
<br />EXPANSION TRANSITION SECTION EXPANSION
<br />JOINT & FILLER TRANSITION SECTION JOINT & FILLER
<br />GUTTER UNE 8-612 CURB
<br />B-612 CURBGUTTER LINE A
<br />LLL�LL�L
<br />°• _LLLLLLLL
<br />° 4-0 � 4'_0'
<br />BITUMINOUS PAVING A
<br />CATCH BASIN STRUCTURE
<br />DEPRESS CASTING 0.2' BELOW GUTTER UNE PLAIN MEW
<br />CONCRETE CURB & GUTTER BEYOND
<br />BOULEVARD BITUMINOUS PAVING
<br />SHAPE CONCRETE MORTAR FILLET TO PROVIDE
<br />ADJUST BOX HEIGHT TO MATCH A FLAT AREA EACH SIDE OF INVERT FOR
<br />TOP OF CONCRETE CURB STANDING ROOM. THESE MUST BE SLOPED TO
<br />SET CASTING IN MORTAR BED DRAIN INTO INVERT,
<br />USE ADJUST RINGS AS NEEDED AGGREGATE BASE INVERT
<br />C.B. STRUCTURE -PRECAST
<br />CONC. 24"x36' (INSIDE)
<br />INVERT OF CB STORM SEWER
<br />POURED IN THE FIELD -}E '
<br />" MIN IN
<br />PRECAST BASE
<br />SECTION A -A 5EGM9H fi=e
<br />-o - lAST RENSEI}.
<br />Ndttxood RECTANGULAR CATCH BASIN w ,m
<br />WITH POURED IN-PLACE INVERT
<br />Coll 48 Hours before digging:
<br />GOPHER STATE ONE CALL
<br />Twin City Area 651-454-0002
<br />Mn. Toll Free 1-800-252-1166
<br />V�lestw+vod T hvebY avdh 5Y hh P� Tamed by me n wdr mT � 3� Prepared I0T
<br />d4eee .�.1.m and I?W ] ®. awT 1lam.a waPa5slm.rPt
<br />10•AGW880. edn W Owe d Or aw. d e1em� 9/21%1]9/22/17 01ty 0wnmenV.—
<br />PhOM 1952}93]5150 7699Ane9ram adve"k "'- - - — ---
<br />Fz, (952)93T-5822 Elven Prmrie, MN 65344
<br />T.,R 1588)837-5150 wiwo0dpt
<br />T3eC o%n4n/ TJmY No 43358 .- T3nw1n[ y/dela
<br />wenNlaoe Rolesional SeMw� Rtr.
<br />LYPICAL PAVEMENT
<br />NO SCALE
<br />1 1/2' BIT. WEARING COURSE
<br />MNDOT SPEC 2360, TYPE SP
<br />9.5 WEAR COURSE (3.8)(SPNWEA3408)
<br />TACK COAT, MnDOT 2357
<br />2 1/2' BITUMINOUS BASE COURSE
<br />MNDOT SPEC. 2360, SP12.5 NON WEAR
<br />COURSE (;LB)(SPNWB330B)
<br />12" CLASS 5 AGGREGATE BASE
<br />(100% CRUSHED)
<br />24' MNDOT 2211 CLASS AGGREGATE SUB -BASE
<br />(100% CRUSHED)
<br />GEOTEXTILE FABRIC, FOR CLAY
<br />SUBSOILS - MIRAR 50OX
<br />t
<br />3A32 CONCRETE SIDEWALK
<br />CLASS 5 AGGREGATE BASE
<br />0% CRUSHED GRAVEL)
<br />MPACTED SUBGRADE
<br />CONC. WALKWAY
<br />NO SCALE
<br />OP5 Adelaide LLC
<br />MW FT3ghway 100 South, Suite 400
<br />St Louis Park, MN 55416
<br />28'
<br />30'
<br />6' MIN.—
<br />12'
<br />1 15' _
<br />15
<br />TOPSOIL
<br />)
<br />L75-3'P�+el i4aS'PIPs•) id}144'Pipa?
<br />3S
<br />3.0%
<br />SY523 r✓, !s of Cdr 0'De Liae B". al mnws:u Fs rttolN.crepa
<br />PERFORATED
<br />s.s PpRaM is
<br />DRAIN TILE
<br />Press -Seal 4aa3 et GCl g)�, ration
<br />vJ3_ gFtie. FOA'Nrctwx. Italilns °FJ1Gd
<br />EXPANSION TRANSITION SECTION EXPANSION
<br />JOINT & FILLER TRANSITION SECTION JOINT & FILLER
<br />GUTTER UNE 8-612 CURB
<br />B-612 CURBGUTTER LINE A
<br />LLL�LL�L
<br />°• _LLLLLLLL
<br />° 4-0 � 4'_0'
<br />BITUMINOUS PAVING A
<br />CATCH BASIN STRUCTURE
<br />DEPRESS CASTING 0.2' BELOW GUTTER UNE PLAIN MEW
<br />CONCRETE CURB & GUTTER BEYOND
<br />BOULEVARD BITUMINOUS PAVING
<br />SHAPE CONCRETE MORTAR FILLET TO PROVIDE
<br />ADJUST BOX HEIGHT TO MATCH A FLAT AREA EACH SIDE OF INVERT FOR
<br />TOP OF CONCRETE CURB STANDING ROOM. THESE MUST BE SLOPED TO
<br />SET CASTING IN MORTAR BED DRAIN INTO INVERT,
<br />USE ADJUST RINGS AS NEEDED AGGREGATE BASE INVERT
<br />C.B. STRUCTURE -PRECAST
<br />CONC. 24"x36' (INSIDE)
<br />INVERT OF CB STORM SEWER
<br />POURED IN THE FIELD -}E '
<br />" MIN IN
<br />PRECAST BASE
<br />SECTION A -A 5EGM9H fi=e
<br />-o - lAST RENSEI}.
<br />Ndttxood RECTANGULAR CATCH BASIN w ,m
<br />WITH POURED IN-PLACE INVERT
<br />Coll 48 Hours before digging:
<br />GOPHER STATE ONE CALL
<br />Twin City Area 651-454-0002
<br />Mn. Toll Free 1-800-252-1166
<br />V�lestw+vod T hvebY avdh 5Y hh P� Tamed by me n wdr mT � 3� Prepared I0T
<br />d4eee .�.1.m and I?W ] ®. awT 1lam.a waPa5slm.rPt
<br />10•AGW880. edn W Owe d Or aw. d e1em� 9/21%1]9/22/17 01ty 0wnmenV.—
<br />PhOM 1952}93]5150 7699Ane9ram adve"k "'- - - — ---
<br />Fz, (952)93T-5822 Elven Prmrie, MN 65344
<br />T.,R 1588)837-5150 wiwo0dpt
<br />T3eC o%n4n/ TJmY No 43358 .- T3nw1n[ y/dela
<br />wenNlaoe Rolesional SeMw� Rtr.
<br />LYPICAL PAVEMENT
<br />NO SCALE
<br />1 1/2' BIT. WEARING COURSE
<br />MNDOT SPEC 2360, TYPE SP
<br />9.5 WEAR COURSE (3.8)(SPNWEA3408)
<br />TACK COAT, MnDOT 2357
<br />2 1/2' BITUMINOUS BASE COURSE
<br />MNDOT SPEC. 2360, SP12.5 NON WEAR
<br />COURSE (;LB)(SPNWB330B)
<br />12" CLASS 5 AGGREGATE BASE
<br />(100% CRUSHED)
<br />24' MNDOT 2211 CLASS AGGREGATE SUB -BASE
<br />(100% CRUSHED)
<br />GEOTEXTILE FABRIC, FOR CLAY
<br />SUBSOILS - MIRAR 50OX
<br />t
<br />3A32 CONCRETE SIDEWALK
<br />CLASS 5 AGGREGATE BASE
<br />0% CRUSHED GRAVEL)
<br />MPACTED SUBGRADE
<br />CONC. WALKWAY
<br />NO SCALE
<br />OP5 Adelaide LLC
<br />MW FT3ghway 100 South, Suite 400
<br />St Louis Park, MN 55416
<br />28'
<br />30'
<br />6' MIN.—
<br />12'
<br />1 15' _
<br />15
<br />TOPSOIL
<br />)
<br />3S
<br />3.0%
<br />f 3% 2%
<br />SIDEWALK (TYP.),
<br />1.5:1 SLOPE
<br />VERIFY LOCATION
<br />2.0' BOC
<br />PROFILE GRADE
<br />SURMOUNTABLE
<br />GRADING GRADE
<br />CURB & CUTIER
<br />FONDANT
<br />TRAIL N. (STA 27+25.98-69+18.05)
<br />131ST STREET
<br />130TH LANE
<br />N.
<br />N.
<br />SIDEWALK & PARKING ONE -SIDE
<br />N.T.S.
<br />6'
<br />e' MIN..
<br />TOPSOIL
<br />(TYP-)
<br />6'
<br />130TH WAY NORTH (STA 1+00-7+09.85)
<br />130TH WAY NORTH (STA 1+00-6+68.27)
<br />131ST COURT NORTH
<br />PARKING ONE -SIDE
<br />N.T.S.
<br />1.5:1 SLOPE -
<br />2.0' BOC - PROFILE GRADE SURMOUNTABLE
<br />GRADING GRADE CURB & GUTTER
<br />40'
<br />FLAY ROAD N. (STA 10+12-12+18)
<br />TRIAL ONE SIDE; NO PARKING
<br />NJ.&
<br />28'
<br />W.
<br />1.5:1 SLOPE
<br />0' BOC PROFILE GRADE-
<br />2SURMOUNTABLE
<br />GRADING GRADE CURB & GUTTER
<br />FLAY ROAD N. (STA 12+18-14+97.05)
<br />TRIAL ONE SIDE; NO PARKING
<br />N.T.S
<br />2&'
<br />30'
<br />R
<br />(n'P-)
<br />(TYP.)
<br />4' 1 (CITY OUTLOT)
<br />(TYP,)
<br />1.5:1 SLOPE -
<br />2.0' BOC PROFILE GRADE 8618 CURB &
<br />8618 CURB & GRADING GRADE GUTTER
<br />CUTTER 40'
<br />FOXHILL AVENU
<br />TRAIL ONE SIDE; NO PARKING
<br />N.Ts.
<br />1.5:1 SLOPE PROFILE CR.E� SURMOUNTABLE
<br />20' BOC GRADING GRADE CURB & CUTTER
<br />FLAY ROAD NORTH (STA 14+97.05-20+74.33)
<br />130TH WAY NORTH (STA 20+74.33-44+46.81)
<br />FONDANT TRAIL NORTH (STA 44+46,81-48,97,48)
<br />SIDEWALK & PARKING ONE -SIDE
<br />N.T.s.
<br />_ 00084630TFm ,
<br />Adelaide Date 07114M s�e 23 OF 23
<br />Landing Details
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