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02016 Westwood Professional Services, Inc.
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<br />HUGO C&STIN_
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<br />mW 11
<br />VALVE BOX
<br />HUGOINSTALLATION
<br />ROAD
<br />IPLACEIMENTAND
<br />7 CONSTRUCTICINCIFA
<br />, F HUGO � SILT FENCE
<br />SUBGRADE ELEV.
<br />ti
<br />GEOTEXTILE FILTER AGGREGATE
<br />(MnDOT 3149-214)
<br />4* PERK PVC PIPE SDR 35
<br />�tGEOTOMLE FABRIC -TYPE 11
<br />(Ma DOT 3733)
<br />PERFORATED UNDER DRAIN DETAIL
<br />INSTALL AT LOW eCINT AS DIRECTED BY THE ENGINES!
<br />KIM
<br />DRAINTILE INSTALLED
<br />SW IN EACH DIRECTION
<br />FROM CATCH BASH
<br />HuGo PEDESTRIAN
<br />cum R"
<br />jf7
<br />4H11.
<br />—I-..—_
<br />4, 1
<br />1.2
<br />22-1
<br />POURED CONCRETE
<br />THRUST BLOCKINGHUGO FOR
<br />WATERMAIN
<br />1,11S SERIES I-VATERSTOP GROUTING FUNGS
<br />2 SEALS FOR RIGID JOINTS BETWEEN PIPE & CONCRETE STRUCTURES
<br />r.iree P'.r','es forAll Your Rigid Jz*d S,,C j
<br />Ideal for
<br />11ortated Cmineclana m
<br />Precast `Auree
<br />Flek!P.rured Conowis
<br />SWcalras
<br />F.M-P"md Callas
<br />CimrftPA- Hubs Iarty
<br />ConmISSUIud�
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<br />Advanlagif j:
<br />Pre fila Rud lrgnWonsed
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<br />Eros& t ft-ftm oxwedvan
<br />to : e-rmq aft, 4area
<br />IfistaftcIukkIyand amily
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<br />144.
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<br />WS -21)
<br />WO -30
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<br />!1.5 -3. Pip.) (4-t'Fqpe*)
<br />MOMED'S'DESIGN
<br />Tpp CF COI CURB,
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<br />M-11
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<br />SE AV JUST Rii-S AS NEEDED
<br />GG
<br />AGON
<br />C.B.:TRUCTURE-PREr'.,ST
<br />S
<br />CONCRETE
<br />HUGO CURB & GUTTER
<br />IPLACEIMENTAND
<br />7 CONSTRUCTICINCIFA
<br />, F HUGO � SILT FENCE
<br />SUBGRADE ELEV.
<br />ti
<br />GEOTEXTILE FILTER AGGREGATE
<br />(MnDOT 3149-214)
<br />4* PERK PVC PIPE SDR 35
<br />�tGEOTOMLE FABRIC -TYPE 11
<br />(Ma DOT 3733)
<br />PERFORATED UNDER DRAIN DETAIL
<br />INSTALL AT LOW eCINT AS DIRECTED BY THE ENGINES!
<br />KIM
<br />DRAINTILE INSTALLED
<br />SW IN EACH DIRECTION
<br />FROM CATCH BASH
<br />HuGo PEDESTRIAN
<br />cum R"
<br />jf7
<br />4H11.
<br />—I-..—_
<br />4, 1
<br />1.2
<br />22-1
<br />POURED CONCRETE
<br />THRUST BLOCKINGHUGO FOR
<br />WATERMAIN
<br />1,11S SERIES I-VATERSTOP GROUTING FUNGS
<br />2 SEALS FOR RIGID JOINTS BETWEEN PIPE & CONCRETE STRUCTURES
<br />r.iree P'.r','es forAll Your Rigid Jz*d S,,C j
<br />Ideal for
<br />11ortated Cmineclana m
<br />Precast `Auree
<br />Flek!P.rured Conowis
<br />SWcalras
<br />F.M-P"md Callas
<br />CimrftPA- Hubs Iarty
<br />ConmISSUIud�
<br />Get thee.) WslerSTOP
<br />Advanlagif j:
<br />Pre fila Rud lrgnWonsed
<br />-ewulia.
<br />Eros& t ft-ftm oxwedvan
<br />to : e-rmq aft, 4area
<br />IfistaftcIukkIyand amily
<br />we jW a-
<br />144.
<br />. \I a:_Or
<br />'TUMINOUS PA,Nr
<br />WS -21)
<br />WO -30
<br />SOULE' Ar'D
<br />"'TJ
<br />!1.5 -3. Pip.) (4-t'Fqpe*)
<br />41
<br />Tpp CF COI CURB,
<br />:SI
<br />EE
<br />SE AV JUST Rii-S AS NEEDED
<br />GG
<br />AGON
<br />C.B.:TRUCTURE-PREr'.,ST
<br />S
<br />LCNC. 24'x36' (INSIDE)
<br />Press -Seat Gasket Corporation
<br />TV; f
<br />IPLACEIMENTAND
<br />7 CONSTRUCTICINCIFA
<br />, F HUGO � SILT FENCE
<br />SUBGRADE ELEV.
<br />ti
<br />GEOTEXTILE FILTER AGGREGATE
<br />(MnDOT 3149-214)
<br />4* PERK PVC PIPE SDR 35
<br />�tGEOTOMLE FABRIC -TYPE 11
<br />(Ma DOT 3733)
<br />PERFORATED UNDER DRAIN DETAIL
<br />INSTALL AT LOW eCINT AS DIRECTED BY THE ENGINES!
<br />KIM
<br />DRAINTILE INSTALLED
<br />SW IN EACH DIRECTION
<br />FROM CATCH BASH
<br />HuGo PEDESTRIAN
<br />cum R"
<br />jf7
<br />4H11.
<br />—I-..—_
<br />4, 1
<br />1.2
<br />22-1
<br />POURED CONCRETE
<br />THRUST BLOCKINGHUGO FOR
<br />WATERMAIN
<br />1,11S SERIES I-VATERSTOP GROUTING FUNGS
<br />2 SEALS FOR RIGID JOINTS BETWEEN PIPE & CONCRETE STRUCTURES
<br />r.iree P'.r','es forAll Your Rigid Jz*d S,,C j
<br />Ideal for
<br />11ortated Cmineclana m
<br />Precast `Auree
<br />Flek!P.rured Conowis
<br />SWcalras
<br />F.M-P"md Callas
<br />CimrftPA- Hubs Iarty
<br />ConmISSUIud�
<br />Get thee.) WslerSTOP
<br />Advanlagif j:
<br />Pre fila Rud lrgnWonsed
<br />-ewulia.
<br />Eros& t ft-ftm oxwedvan
<br />to : e-rmq aft, 4area
<br />IfistaftcIukkIyand amily
<br />we jW a-
<br />144.
<br />TYPICAL
<br />WATER SERVICES
<br />HUGO FOR
<br />WATERMAIN
<br />V_�
<br />I WATERMAINLOI
<br />I HUGO WITH
<br />INSULATION DETAIL
<br />EXPANS TRAN-ITON SECTC-1 �EXPAKSICN
<br />.10IN7 /TRANJT2SECTION 1XNT_L
<br />LER
<br />GUTTER LINE
<br />B-01' CURB
<br />B-812CU UTTER
<br />LINE
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<br />WS -21)
<br />WO -30
<br />SOULE' Ar'D
<br />"'TJ
<br />!1.5 -3. Pip.) (4-t'Fqpe*)
<br />(8-144'PiDe)
<br />Tpp CF COI CURB,
<br />:SI
<br />EE
<br />SE AV JUST Rii-S AS NEEDED
<br />GG
<br />AGON
<br />C.B.:TRUCTURE-PREr'.,ST
<br />S
<br />LCNC. 24'x36' (INSIDE)
<br />Press -Seat Gasket Corporation
<br />TYPICAL
<br />WATER SERVICES
<br />HUGO FOR
<br />WATERMAIN
<br />V_�
<br />I WATERMAINLOI
<br />I HUGO WITH
<br />INSULATION DETAIL
<br />EXPANS TRAN-ITON SECTC-1 �EXPAKSICN
<br />.10IN7 /TRANJT2SECTION 1XNT_L
<br />LER
<br />GUTTER LINE
<br />B-01' CURB
<br />B-812CU UTTER
<br />LINE
<br />, - FA
<br />t,.,. _ 1LLLLLL±LLLLLLL11 -
<br />I i . kLkllkLLmll � 4 • .. I
<br />`1-1-1' I -
<br />�CATCH BASIN STRUCTURE
<br />PLAN VIEW
<br />TYPICAL
<br />OL HUGO HYDRANT INSTALLATION
<br />I
<br />1.1 --1 t
<br />EE_
<br />BIKE PATH
<br />SIDEWALK SECTION
<br />HUGO i I -
<br />PAANG
<br />SHAPE CONCRETE MORT A F.J ET TIC Pro' IDE
<br />A FLkT ARE. EACH SIDE OF INjERT FOR
<br />_rA. GINE.R,)Om. THEE MLST BE SLOPED TO
<br />DI INTO IWIERT
<br />BASE IN ERT
<br />MIN
<br />RECTANGULAR CATCH BASIN L_mdlr�_
<br />WTH POURED IN-PLACE INVERT I 3T01 I
<br />Call 40 Hours before digging;
<br />GOPHER STATE ONE CALL
<br />Twin City Area 651-454-0002
<br />Mn. Tall Free 1-800--252-1186
<br />142ND STREET �;+60 — 6±M
<br />5r(ROW)
<br />211' 9-
<br />3W -89
<br />1.5:1 SLOPE -
<br />L BI PlRDMr
<br />or 6
<br />OWING
<br />7 (TYP-)
<br />0412 CURB & GUTTER
<br />t"A32A CONCRETE SIDEWALK
<br />4' CLASS 5 AGGREGATE BASE
<br />(IDOX CRUSHED GRAVEL)
<br />COMPACTED SUSGRADE
<br />CONC, WALKWAY
<br />NO SCALE
<br />Flt
<br />TYPICAL PAVEMENT SECTION 'B-
<br />1 1/2' ST. WEARING COURSE
<br />MNOOT SPEC 2360. TYPE SP
<br />9.5 WEAR COURSE (SPNEA2410B ZH)
<br />TACK GOAT, MI 2357
<br />2 1/2' BITUMINOUS BASE COURSE
<br />SP12-5 NON WEAR
<br />MR."(3MEMS 2.9)
<br />7 12' CLASS 3 AGGREGATE BASE
<br />(i= CRUSHED)
<br />24' SELECT GRANULAR FILL MNDOT 3149
<br />(10021 CRUSHED)
<br />GEDTDMUE FABRIr, FOR CLAY
<br />SUBSOILS - WAR 500x
<br />Latest Remmon Ek0e:07/"
<br />0004092,03[)70dwg
<br />Dwim 07/" Siweft 8 cm 8
<br />I ftermed far Clearwater Cove 3rd
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<br />'TUMINOUS PA,Nr
<br />LE-RESS CACTII O.Z' BELOW GUTTER UNE
<br />URe r
<br />_EY' 10
<br />CONCRETE CURB & GUTTER CEYCND
<br />& G Ur C1
<br />SOULE' Ar'D
<br />"'TJ
<br />DJUST 8- HEIGHT TO MATCH
<br />Tpp CF COI CURB,
<br />CET CA71N�'. IN 'ORTAR H��13
<br />EE
<br />SE AV JUST Rii-S AS NEEDED
<br />GG
<br />AGON
<br />C.B.:TRUCTURE-PREr'.,ST
<br />S
<br />LCNC. 24'x36' (INSIDE)
<br />S"Oft
<br />,I ERT C' CB
<br />_R
<br />��K�ft
<br />PYJRED IN THE FIELD
<br />PRECAST A SE
<br />MIK
<br />`1-1-1' I -
<br />�CATCH BASIN STRUCTURE
<br />PLAN VIEW
<br />TYPICAL
<br />OL HUGO HYDRANT INSTALLATION
<br />I
<br />1.1 --1 t
<br />EE_
<br />BIKE PATH
<br />SIDEWALK SECTION
<br />HUGO i I -
<br />PAANG
<br />SHAPE CONCRETE MORT A F.J ET TIC Pro' IDE
<br />A FLkT ARE. EACH SIDE OF INjERT FOR
<br />_rA. GINE.R,)Om. THEE MLST BE SLOPED TO
<br />DI INTO IWIERT
<br />BASE IN ERT
<br />MIN
<br />RECTANGULAR CATCH BASIN L_mdlr�_
<br />WTH POURED IN-PLACE INVERT I 3T01 I
<br />Call 40 Hours before digging;
<br />GOPHER STATE ONE CALL
<br />Twin City Area 651-454-0002
<br />Mn. Tall Free 1-800--252-1186
<br />142ND STREET �;+60 — 6±M
<br />5r(ROW)
<br />211' 9-
<br />3W -89
<br />1.5:1 SLOPE -
<br />L BI PlRDMr
<br />or 6
<br />OWING
<br />7 (TYP-)
<br />0412 CURB & GUTTER
<br />t"A32A CONCRETE SIDEWALK
<br />4' CLASS 5 AGGREGATE BASE
<br />(IDOX CRUSHED GRAVEL)
<br />COMPACTED SUSGRADE
<br />CONC, WALKWAY
<br />NO SCALE
<br />Flt
<br />TYPICAL PAVEMENT SECTION 'B-
<br />1 1/2' ST. WEARING COURSE
<br />MNOOT SPEC 2360. TYPE SP
<br />9.5 WEAR COURSE (SPNEA2410B ZH)
<br />TACK GOAT, MI 2357
<br />2 1/2' BITUMINOUS BASE COURSE
<br />SP12-5 NON WEAR
<br />MR."(3MEMS 2.9)
<br />7 12' CLASS 3 AGGREGATE BASE
<br />(i= CRUSHED)
<br />24' SELECT GRANULAR FILL MNDOT 3149
<br />(10021 CRUSHED)
<br />GEDTDMUE FABRIr, FOR CLAY
<br />SUBSOILS - WAR 500x
<br />Latest Remmon Ek0e:07/"
<br />0004092,03[)70dwg
<br />Dwim 07/" Siweft 8 cm 8
<br />I ftermed far Clearwater Cove 3rd
<br />wvbst(921 TGGOA�-� MR104101 dw F. III d IM DR Hofton, Inc. - Minnesota Addition Details
<br />Plnlw (::z
<br />;;I-to :22)=� Ed-Pnk1@6MI , _t (Q
<br />g"GI W40 4 FAmmm ra mossm. J36 PH 2M KmdmWp Coult, Salle VO
<br />vvow LfiI Mbzmft 560" HuSn� MN
<br />VANOWNhohmilmmI I im I
<br />
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