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e 2016 Westwood Professional Services, Ino. <br />'T � <br />47 <br />av`wh <br />DRIVE OVER 'sisr'0N xua*• <br />IFHUGO STING <br />rex •.nsam �w �:ni Td��rr..o,na <br />A,.,.oa, ,.•..a,•..•o ".`. �°®'m°'TM` NO SCALE <br />VALVE BOX o• °N — <br />• 'HUGO INSTALLATION <br />SII � MNOOT B 816 <br />L%COT B 624 <br />MODIFIED 5' DESIGN <br />MJDOT8512 <br />;HUI <br />i RnTE .W <br />CONCRETE <br />`GCURB & GUTTERfl <br />A) Inq 11- <br />2rb <br />/ <br />.m. <br />nmi„r.c <br />3,',� as <br />Ideal for. <br />WS -25 WS -30 <br />cw44 <br />(4-V Pipe') (8-144'Pips) <br />Mortared Connections to <br />B)MWb,uulc6 <br />MOPMEME <br />roxx,xwrmrta <br />ROAD SURFACE <br />t <br />>�a \_SUBCRAOE ELEV. <br />o(.� <br />GEOTIXTILE FILTER AGGREGATE <br />(MnDOT 3149.2H) <br />C PEW. PVC PIPE SDR 35 <br />- GEO7Exn E FABRIfrTYPE V <br />(IYtDOT 3733) <br />PERFiRAIFEO UNNER DEAN WEAL <br />NSIALL AT Lou PER AS VRIECIFD BY BE E71QEI9r <br />MM <br />ORANR E RWAUM <br />50' N EACH DRECnm <br />FROM CATf71 BASIN <br />BRAN HE <br />BEY. 1/161119 50-12 <br />PLACEMENT AND <br />HUGO <br />CONSTRUCTION OF A <br />SILT FENCE <br />P� 'WS SERIES . <br />GROUTING RINGS' <br />/ <br />GUTTER ONE B-618 CURB <br />nPICAL <br />B-618 CURB GUTTER LINE A <br />Ideal for. <br />WS -25 WS -30 <br />(1.5 -3 -PIP-) <br />(4-V Pipe') (8-144'Pips) <br />Mortared Connections to <br />1.^ <br />7. <br />\ <br />®®m m aaww•..�mw.s�e..me.w...� <br />�.. ' <br />- <br />Casting Pipe Hubs in any <br />A <br />`-BITUMINOUS PAVING <br />r - <br />• . -" HUGO <br />PEDESTRIAN <br />CURB RAMP <br />U dE <br />P� 'WS SERIES . <br />GROUTING RINGS' <br />SEALS FOR ROID JOINTS 6E-9 SiLLN FPS & CONCRETE STRUCTURES <br />GUTTER ONE B-618 CURB <br />nPICAL <br />B-618 CURB GUTTER LINE A <br />Ideal for. <br />WS -25 WS -30 <br />(1.5 -3 -PIP-) <br />(4-V Pipe') (8-144'Pips) <br />Mortared Connections to <br />m O'Pye end l® <br />\ <br />Precast Structures <br />Rdd-Poured Concrete <br />Structured <br />Field -Poured Collars <br />•�i".e�uum. away,., I,MW <BB04 <br />wvapBaNsatl leooPrb'rsrs F<Pm,.n,me r•.iw.o-.•..ae.-,m <br />- <br />Casting Pipe Hubs in any <br />A <br />`-BITUMINOUS PAVING <br />Concrete Structure <br />Get these WaterSTOP <br />Advantages: <br />Prevents fluid In616aft arld <br />eXiin atlon <br />&0ellent infield connection <br />to existing structures <br />Installs qukidy and easlfy <br />o rcrnxc W th just a rekhet <br />cAiam,xsn Avoilallle rormost plica types <br />1.5'to 144• <br />Three Profiles for All Your <br />Rigid Joint Sealing Requirements <br />GUTTER ONE B-618 CURB <br />nPICAL <br />B-618 CURB GUTTER LINE A <br />WS -20 <br />WS -25 WS -30 <br />(1.5 -3 -PIP-) <br />(4-V Pipe') (8-144'Pips) <br />ors zs,w, m used m I6 w ppn —6', w Ina Ws -w1. mmamenco <br />m O'Pye end l® <br />Press -Seal Gasket Corporation <br />- <br />•�i".e�uum. away,., I,MW <BB04 <br />wvapBaNsatl leooPrb'rsrs F<Pm,.n,me r•.iw.o-.•..ae.-,m <br />. w.rgaxsrl �'_�( marxl <br />WATERMAIN LOWERING <br />V,HUGO WITH <br />INSULATION DETAIL <br />o <br />M, <br />neeeun ll�/... <br />TYPICAL <br />41 `HUGO HYDRANT INSTALLATION <br />I <br />oa: PATNTrmcrus6cnax <br />aoEwAucTwlc'x 6Ecnou <br />,F,HUGO BIKE PATH uwsm <br />SIDEWALK SECTION <br />EXPANSION TRANSITION SECTION EXPANSION <br />JOINT A: FILLER TRANSITION SECTION JOINT A FILLER <br />GUTTER ONE B-618 CURB <br />nPICAL <br />B-618 CURB GUTTER LINE A <br />WATER SERVICES <br />T <br />11V GO <br />FOR <br />- .. L.L.L.L. '• J -.. <br />�� <br />WATERMAIN <br />. w.rgaxsrl �'_�( marxl <br />WATERMAIN LOWERING <br />V,HUGO WITH <br />INSULATION DETAIL <br />o <br />M, <br />neeeun ll�/... <br />TYPICAL <br />41 `HUGO HYDRANT INSTALLATION <br />I <br />oa: PATNTrmcrus6cnax <br />aoEwAucTwlc'x 6Ecnou <br />,F,HUGO BIKE PATH uwsm <br />SIDEWALK SECTION <br />� f 66E && I tr_Ey 1lOMMsoMAT. 4r8is M pll�wd IOC <br />�r /71 DR Horton Inc - Minnesota <br />F..(952)8373158 EdenAridrW. N55 / / I _ _ �k �1 <br />Td (852)837.8822 C-dfin Pr6iM. MN 55944 SJfj Y� yp�,. XID <br />T61M6 (888)8373150 w�roo�6® P48.de lT• � _ �Q """'•"w'6" � `� <br />YlerseaaFrdrwrr5rdnsE. Der % na.�r. Ids L1DeV10S, 1HoloEDta 590" <br />Call 48 Hours before digging: <br />GOPHM STATE OW CALL <br />Twin City Area 651-454-0002 <br />Mn. Toll Free 1-800-252-1166 <br />142ND SMEU ,(5+60 — 6+711 <br />54• <br />F�3 <br />c MN 12 15 15' w 5' <br />TOPSOIL P -)3i lox 371 219 <br />_S LK <br />1.5r 1 SLOPE (TYP.) <br />2d BOC PROFILE GRADE <br />GRADING GRAVE 0412 CURB t CUTER <br />142ND STREET (1+00 — 5+60) & ONEKA PARKWAY (1+00 — 7+Wj <br />N.T.S. <br />50 (1101111) <br />w f <br />10'V 15' 15' S 5 <br />6' YILL <br />SDEw1Q1CJ sim3; tK <br />•) PROFILE GRADE <br />1.5:1 SLOPE GRADING GRADE 40' 0412 CURB k CUTIER <br />20' BOC <br />8'-3A32A CONCRETE SIDEWALK <br />— e CAS 5 AGGREGATE BASE <br />(1001[ CRUSHED GRAVEL) <br />COIPACTED SUBERAOE <br />CONC. WALKWAY <br />NO SCALE <br />TYPICAL PAVE]E7NT SECTION W <br />1 1/2' BIT. MEANING COARSE <br />'T SPEC 2360. TYPE SP <br />SIS YEAR OOIIRSE (SPYff.A24® 2.B) <br />TALL ODAT• MnDDT 2357 <br />2 1/2' BITUMINOUS BASE COARSE <br />=SPEC 2360. 5PIz5 "ON <br />WEAR <br />tx uRg (SPLA ® U <br />12' CLASS 5 AGGREGATE BASE <br />0— C&US1fD) <br />24 SELECT GRANULAR FILL YfDOT 3148 <br />(IoOK CRUSHED) <br />GEDTEX111E FANGO. FOR CLAY <br />SUBSOILS - MINAS 500K <br />Latest Revmm DstRc11/09/16 <br />0004092.04DTF02.d.g <br />not. 11/09/16 sbLee 8 OF 8 <br />Clearwater Cove 4th <br />Addition u <br />MN <br />EXPANSION TRANSITION SECTION EXPANSION <br />JOINT A: FILLER TRANSITION SECTION JOINT A FILLER <br />GUTTER ONE B-618 CURB <br />B-618 CURB GUTTER LINE A <br />P <br />- .. L.L.L.L. '• J -.. <br />�� <br />.LLL LLLL ') • <br />_- LLLLLLLL <br />``\ <br />A <br />`-BITUMINOUS PAVING <br />CATCH BASIN STRUCTURE <br />DEPRESS CASTING 0.2' BELOW GUTTER UNE PLA71 �W <br />CONCRETE CURB k CUTTER <br />BEYOND <br />NEED TO USE PLASTIC RINGS (PE) <br />BOULEVARD <br />AND EXTERNAL CHIMNEY SEAL <br />BITUMINOUS PAVING SHAPE CONCRETE MORTAR DLLET TO PROVIDE <br />ADJUST BOX HEIGHT TO MATCH- <br />A FLAT AREA EACH SIDE OF INVERT FOR <br />TUP OF CONCRETE CURB <br />STANDING ROOM. THESE MUST BE SLOPED TO <br />SET CASTING IN MORTAR BED <br />_ <br />,�- <br />/ •� DRAIN INTO INVERT <br />USE ADJUST RINGS AS NEEDED <br />AGGREGATE BASE -INVERT <br />C.B. STRUCTURE -PRECAST <br />- <br />CONC. 24.36' (INSIDE) <br />STOIry/ SEINER.. <br />INVERT OF CB <br />POURED IN THE FIELD <br />-. <br />MIN <br />'MIN <br />- Y W t <br />PRECAST BASE <br />yv <br />- <br />rm-1— <br />RECTANGULAR CATCH BASIN <br />tJ4T <br />STOI <br />WITH POURED IN—PLACE INVERT <br />� f 66E && I tr_Ey 1lOMMsoMAT. 4r8is M pll�wd IOC <br />�r /71 DR Horton Inc - Minnesota <br />F..(952)8373158 EdenAridrW. N55 / / I _ _ �k �1 <br />Td (852)837.8822 C-dfin Pr6iM. MN 55944 SJfj Y� yp�,. XID <br />T61M6 (888)8373150 w�roo�6® P48.de lT• � _ �Q """'•"w'6" � `� <br />YlerseaaFrdrwrr5rdnsE. Der % na.�r. Ids L1DeV10S, 1HoloEDta 590" <br />Call 48 Hours before digging: <br />GOPHM STATE OW CALL <br />Twin City Area 651-454-0002 <br />Mn. Toll Free 1-800-252-1166 <br />142ND SMEU ,(5+60 — 6+711 <br />54• <br />F�3 <br />c MN 12 15 15' w 5' <br />TOPSOIL P -)3i lox 371 219 <br />_S LK <br />1.5r 1 SLOPE (TYP.) <br />2d BOC PROFILE GRADE <br />GRADING GRAVE 0412 CURB t CUTER <br />142ND STREET (1+00 — 5+60) & ONEKA PARKWAY (1+00 — 7+Wj <br />N.T.S. <br />50 (1101111) <br />w f <br />10'V 15' 15' S 5 <br />6' YILL <br />SDEw1Q1CJ sim3; tK <br />•) PROFILE GRADE <br />1.5:1 SLOPE GRADING GRADE 40' 0412 CURB k CUTIER <br />20' BOC <br />8'-3A32A CONCRETE SIDEWALK <br />— e CAS 5 AGGREGATE BASE <br />(1001[ CRUSHED GRAVEL) <br />COIPACTED SUBERAOE <br />CONC. WALKWAY <br />NO SCALE <br />TYPICAL PAVE]E7NT SECTION W <br />1 1/2' BIT. MEANING COARSE <br />'T SPEC 2360. TYPE SP <br />SIS YEAR OOIIRSE (SPYff.A24® 2.B) <br />TALL ODAT• MnDDT 2357 <br />2 1/2' BITUMINOUS BASE COARSE <br />=SPEC 2360. 5PIz5 "ON <br />WEAR <br />tx uRg (SPLA ® U <br />12' CLASS 5 AGGREGATE BASE <br />0— C&US1fD) <br />24 SELECT GRANULAR FILL YfDOT 3148 <br />(IoOK CRUSHED) <br />GEDTEX111E FANGO. FOR CLAY <br />SUBSOILS - MINAS 500K <br />Latest Revmm DstRc11/09/16 <br />0004092.04DTF02.d.g <br />not. 11/09/16 sbLee 8 OF 8 <br />Clearwater Cove 4th <br />Addition u <br />MN <br />