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HomeMy WebLinkAbout2000 UU STREET IMPROVEMENTS .pdf�c LAKE MALLALEU C. % A WE] 1_0 PRO + -riON z OCA BID SITE CITY HALL -T %.s 7- 17, i 61p, 1p — ME 0 CITY OF . . . . . . . . . . . . . . . . . . . . . . . . HUDSON Ll z ST. CROIX COUNTY 'o WISCONSIN ti TOWER!ROAD LAKE ST. CROIX I coo NX* Y f"t 7 RED BRICK L41 Al-SIXT140:1 k I mmz JACK D. BREAULT.... .......... MAYOR MARK M. ERICKSON . .... ..___,._...ALDERPERSON DEAN R. KNUDSON ...... . .. ........ ........ .... ALDERPERSON WILLIAM 0. KNUTH ... .......... ........ --- ............,...,-,,,ALDERPERSON CATHERINE A. MORRIS___ ... _._ --- - ........... .,.--,-.,.....,,,-.,-,.ALDERPERSON RONALD E. TROYER,,, . ...... _ ....... ....... ..... ...,..ALDERPERSON JUDITH F. KELLY-..,--.--.-. ...... BRIAN D. GRAMENTZ-.....--.... .... . ...... ...... . . ..... --- .....-ADMINISTRATOR al_lULT 1140 1 2 4 6 7 d To 11 12 13 14 15 ......... . . 16 .... _'. 17 ....... t8 19 __111__ 20 ..... - 21-23 ...... - 24-41 45 !NCEX Til z I CFKRIP 'TION Lu "ITLE SHEET LIJ LOCATION PLAN & STORM SEWER SCHEDULE 0 Z EROSION CONTROL PLAN V) w M TYPICAL SECTCNS DETAIL PLATES DETAIL PLATES > PATHWAY WPRO`MENTS ('NEST OF WISCONSIN STREET) PATHWAY IMPROVEMENTS (V,ECT OF WISCONSIN STREET) STREE REET ET 8IMPROVEMENTS 0 STREET YMPROVEMENTS STREET IMPROVEMENTS H7 STREET IMPROVEMENTS STREET IMPROVEMENTS STREET IMPROVEMENTS - CARMICHAEL ROAD PAP-4.WAY STORM SELWER STORM S E Vo'ER SANITARY SE','r-R & WATER MAIN TRAFFIC MARKINGS AND SIGNS TRAFFIC MARKINGS AND SIGNS TRAFFIC MARKINGS AND SIGNS DETOUR - TRAFFIC CONTROL CROSS SECTIONS _T EARTH QUANTITIES T_ 1 45 STORM SEWER SCHEDULE SENIOR j BEGIN HIGH I Div I SCHOOL CONSTRUCTION Rax, r ram - --------- > V) I u I V) 5r, ff-F F SB OP CHUR 0 VINE STREET MEt4) 01�4e?,PM 1 PROFESSIONAL sl cc BUILDING I 1! L \ I GRANDVIEW COMMUNITY PARK END� CONSTRUCTION I i �l 0 2J45J SENIOR BEGIN HIGH SCHOOL CONSTRUCTION 7- Z_ V) c 0 Q) 40 Q) VINE STREET PROFESSIONAL BUILDING PROPOSED VINE HILLS DEVELOPMENT' SAINT PATRICK'S CHURCH C G, 120, ')o 0 ?w 2w j I T E " 0 JH 0 0 DESCRIPTION PLATEO, SILT FENCE HGN-4 SILT FE- HGN-4 HEAVY DUTY EROSION CCNTRCL rid AT STREET HS7104 CATCHBASIN HAY BALES HON-7 REFER TO PLATES ON SHEETS 5 & 6 FOR DETAIL DRAWINGS xi r OR 7LE 0" !IABIE 22a' a It GRADE 2` BITUMINOUS PATH 6" AGGREGATE BASE GRADING GRADE. 12` SUBGRAQE EXCAVATION AND GRANULAR BACKFILL ( AS DIRECTED) EXISTING CONCRETE (7" - 9- THICK) TO BE REMOVED VARIABLE 1 20' 2` BITUMINOUS PATE- j 2* AGGREGATE BASE \\Jf((( LLL[2 GRADING GRADE EXISTING CONCRETE (T" - 9- THICK) 8 TO BE REMOVED TYPI�L SECT NSECTf4N C.T.H. UU (VINE STREET) STATION 5+00 - 30+00 5 33' OR � —D30 CONCRETE CURB I s AND GUTTER 2.2' DEEP DITCH--� AS INDICATED (SEE CROSS SECTIONS} BITUMINOUS SURFACE COURSE GRADING GRADE BITUMINOUS BINDER COURSE 12' SUBGRADE EXCAVATION AND GRANULAR BACKFILL ( AS DIRECTED) BITUMINOUS BASE COURSE EXISTING CONCRETE (7- - 9- THICK) CRUSHED AGGREGATE BASE TO BE REMOVED ""°-D30 CONCRETE CURB AND GUTTER BITUMINOUS SURFACE COURSE BITUMINOUS BINDER COURSE BITUMINOUS BASE COURSE CRUSHED AGGREGATE BASE NATIVE. SOIL COARSE FILTER AGGREGATE. (PEA GRAVEL) 4' PPVC DRAIN nLE---- W/GEOTEXTICE WRAP Fri G GRADE BITUMINOUS SURFACE COURSE BITUMINOUS BINDER COURSE BITUMINOUS BASE COURSE CRUSHED AGGREGATE BASE TYFIGAL SECTION C.T.H. UU VINE STREET NOTE: DIMENSIONSINPARENTt-LEES STATION 30+00 TO 59+Od ARE FOR ROADWAY SEC704 EAST OF CARMICHAEL ROAD„ './4- PER COURSE BATTER — 4" HIGH OR 8` HIGH SOLID MASONRY CAP UNIT - TO BE GLUED IN PLACE —B` HIGH STANDARD MASONRY UNIT 24- DEEP (NOMINAL) Q. . 1`-0' MIN—i 4—I U B' MIN COMPAC7ED GRANULAR BASE RETAINING WALL DETAIL NORTH SIDE - 8' BITUMINOUS PATH ADJACENT TO CURB SOUTH SIDE. - S' SODDED BOULEVARD BITUMINOUS WEAR COURSE TYPE 41A 100% CRUSHED AGGREGATE BASE (GRAD.. 2) F 4 145 STANDARD INSTALATI6N RECUWP FLOW n-FT' En.Rneeeniq fCN4 C9 ,- wncnt :man enwa ce 1/z /" E t Cf a% oM CPKMB fbRPq .- as°.3&" a o«MAq IXfo+ naeWn � RSCSP P Y Gn'e awIX L _ Y hb � pbn� _^- 3�_0� a TgP..rtc a !"x ltrvoC aert .Y Mti f hxk cl cvr} P < � % a. � ' ^r stop48 W k1K YL4*`� k " t 9 \ '— :o < r d a 0 un 9" n tmm Dock cf C.al y x recwae ^e h m .,^ rcNG Cncnaraq. tmnch, s f Bxkf:t tmxn _ R e 9 1 IY i L a2 _l. � $ C utt 3" , tnm Bock of C.rC .:[n Icm%C roYwd soY. �'� S •a. urf 3' hN*rw Soce of Cw! 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Oalwaen .m `Fc ii i i � 3 Imn%E .urd aoM. _ _ ^4 LIt. .. -PPp ~ ke eat -1 tFnk �� RCat fn 1 G b fR St. 14' PI.a. ¢EChoaM C ycy$ pP wry Wrza�aM aknaa. f S Prtt GKk Valenum 26•bArO a .CIMa Mzhgmq Rra,y tetl Cosl'eq P`eemt 5" t'S 1(2" r "t' roP M Cttwlee _ MPxSt eM wbW. f b P keyjrAfnfEt eu^Ierata " t oP of tM vN Wp M v9ea b? ~ N> � �_ Aq eMn tita eM Oe?tnh:6:t LY � """¢• faykEfan Of Tea4.( 'IP, ,. wk" w CefR zu d°( W�rrwM SW3 fACkrcPe R 8'tIX Ib` of r_.•m � ^f Ceatn pra4tm Ovn It`. M6 rtntatt 8 ..morn aqb tM1:aFnfex, Lv,�aC "��• AtYoch nm maah tP SwPort "'r HgCdt Mktg �N et00k# N 6• . 6 •Q(14 mekh. ¢farne`M pem[ {�-'"` 4 S n8- \` tf xtCb� oeilfCrce6 e:tn �] 6sxY m'CturaC@ ( A T7 ao 8"f wtom a R ellf SILTATION FENCE ° STORM SEWER JUNCTION MANHOLE WITH REINFORCED TOP SLAB R TYPE 11 CATCHBASIN MANHOLE TYPE Ii CATCHBASIN £3 HUOWN, MSWKSIN PLIIPE N0. NGf-4 8.'cgs HUDSON. WISCONSIN PLATE NO. HPIN-5 Assuexe$x HU4SON, RATE N0. HPW-8 A.x¢vscm wVDSON. QA PLATE N0. HRM_T z•a••�''4 BtJNr..x 49E RF'pR.Y IKP 9)J'os-PbG }YykY� 1%8 8Y wY-6>'vq swYM iW# 8) i+^@->ITC 2WaFe rPT pp �y3u-' i 4woa Zffi, p ^ 4 I �„ / /A� $tt G.} Pbte fb. YPgtx /p rprC9 PkFeettnl ( d R ( 0/2"/rr EA R � 9 9� 6 mE{gQ g F- Bwna P •� 0.As rA, Y ®, S .` (Gawbr M'sQOi Spea, .1/x• R (/ W 2.Bf .- 2C92.d GaN 2Sf Ir` i cs e _.�ta^ T' GaMwblCt r ,,.. ,M PIPE FOUNDATION & BEDDING IN GOOD SOILS l iiy i -i IB `,, TYPE O2A CQNCREPF CURB k Gt1 TTER R PRMn RE WS R Rp OF GR H5 12 *o f6' 3 CY RAW 36' 23 CY vM RP RAP m --� 2a• td LY uE6. RP RM e2' 31 fY um, RP w 2Y Ye tT wmi RP w 4Y NUD. FVP PARttu ,i0" 17 CI` NC3. RP RAP 5a^.0 UP 82 C'f m4 vp NEAW MP 3}' 2fJ 4Y YE0. RP RM (Ons IXs,4S xIX'a a aova+svtey iBN ras :a kYC 3 pM pr�li d 1. 4Yt Pvsterwe yK pin4 h Mt ct IXP from Mae w kottN 6 Cf P"M j S`t-/ Z_ v �CgmpMted BSkr:a �2" i wf)"t f S Si.M�esI,.I t Sxe No. 9 CrveMrS .�. `,,,� Prawn Gvtl to FNrM EM Becton 4 ^.,M HCf GP qw.o ew tCNkcYa+. ` .r.-3/e>(Pi. Slis 5 W h th ~� r i/ A/ J "lMre.�nn. / GWrMatan •` BEET YRAaf IXYFo 9?'NG 4 05 _"<' - ! SECTION A -A t�R ,. _12 3(<'n Y 1(2. ISOMETRIC r$ 31a•f }^ 5/a' t P< rx` lcn a rwa€awtaroe FLIT...";�i'xe• ire f a J/a • iYP£ p3O CONCRETE CLrRB & ('xtTTER �": F f1CPER REC UIROER RPRAP RA9RK ..,....,...3Y_S6• t`a 5• 3/a" •• xo SCALE ti C4 2 LITERS CF SWY YAMi AFIRS C GR E9lW. ,�`"R'PRAP ...... *I a"p B" 3(+' (•� 4! PIPE FOUNOATION &. BEDDING IN POOR SOILS a -f- F `g"" ` IAa•' °• 1 E&fER CRFNKEY 5 -flON B-6 '-uvw � BEDDING METHODS FOR PVC R ea RIPRAP AT OUTLETS "b FLARED END SECTION AND TRASH GUMO R STANDARD OETNLS - CONCRETE CURB & GUTTER R W45C4PtS:N RAPE NO, FM'f-R Ascwi:wa HVOS4N, N95CONStN PLATE ND. HRYS4 grkas HU450N, MSCONSIN PLATE N4. HPNt$ gC!Rp MUDSON, WSd;ON$1N PIA1E N4. FRPWtt gircrvaw wVD50N, aY rroer0e^eG f%'PRA v}%P 8>_rNatELwC A`ef tge) wi„Wwity {X`^A(R IkpP t)..Ki-rtv. w'KNr899 5 45 T- G ZIN, Bclu NIo,l x (CoC0 C'w', I,- -DI ITT WSUtArm INEY,414 7 ' .ATER WIN +rv3 S7CR. DENER �D IU RHLES I'l-0ICED C4 C'� STIDA. 1 -�TER LWE SDI, N,. "",D BUT-0 1,DIT SVNtP I I' TO C IV TO IV P, INIu';;� t A7Eq WIN V a �PTX`E Y T 6' of 'I,� to Pt b,,d TIP't zz =S'TA.E NO SCMC K`ywoov I XV WOOD STABS V N SALE. PONT TV !:I z PER SALE. ca"T SU'ro T.B,oLBS AT-AaD cPI ET<t: BE APIS OR S7ONW SOPETT AO) EUTM rc,," SERYCL Lai .0m. �A" SUIA "T SHAl BE WMCq P.EP IN. "T 'a' ,o SAW) ML �4 D - ;Z�� LOOSE STIR.. SA 1" W 10 1 w Sol "Pt. I rW "LL 2' W`WvW Cmw SITem SEWERSEWER IN4 —..7R AN OR SZ� STORM IN STORM SEOVER .,,PNto I,t,ipIN. 10 ,P IT A ,DE BOOK _QaQ52NQ_A20A ~W" I. NN, "NAN'I or WINKYT No SC`W.E SON, 07,2.2.L TION, H D,(IoPt:n Ynee6r' NO m� ITPAP P= 1, cup Sa= P,,Pt 2. +Ytow;,B, He t� oWNHY,' tt� bNPPPA "T '� � SE �ER I NSUEATICIS SHALL. BE CENTERED ON a 8 S a Y,Pt . '^' . PY,,,oNt. Pooti" .0 A,I. �k UP Vfto,d NAN POINT "IT. Z WTT "MOM INSULATION, CLOSED DOLE (DC- CNEIPM) OR =t} to WASYNP. lt7ZA, foo,moot P, P � 'U"PROYED EQUAL .t of N't't. fo,`Wt To, "Pol (PnTv, tow) YPT"A" I. iBEWPIT S. $17.z7 Nod " A NN, �ot. Not PPHNPol wiN, T,,BBSNAL BUTsTANT (A�' a a k P"Aw. �SESS. 2 "ATI % .144,WN, 17,6 bPYPoPw INNINPI, PP Yo,,PI AP, 2�2' TIPP) STAXE BOARD sm 48,A6., 0. S�'ENOtI .v 25 7. WATER ABSORPTION IN ACCBtDMa WIN AN&/ATI PE�T PAYtoo VNN,GN, o,"� .1. WwN, N, I,* Wood. 7 BASS 2 PE !fS— I I II I � MAT 0-1 BY YTI WAXA`Q,4 ry a 'Not N, Br-G, 1, 12,o ePd .1 75 w GPAO S. � SQUABS, 91 ALL STOP, SB%EA COPPICTS INS INTERESTS Smml BE INSULATED As APPSHNETI n6 to 1M twYrq v,* TIP. o4 2,Y"� By nEll), ENONVER TO EQUATE 'TO 7 MET (A WINNUM COVER IT NEN CEDEBO �NBULATICN - I FOOT OF SOA�- -aIi El-x 5 B�s I ;D' $ 1 DEEP 4 IS, PTSIXATION LENG�, ALCAKI "TER LINE S A-R, BE A V'NHPJV US 4 TUT GREATER THAN IND mmoc DAWE71R OF NE STDIN, BIWA PERMANENT BARRICADE EROSION CONTROL AROUND CATCH BASIN gg& DITCH BLOCKING INSULATION DETAIL HUDSON. WISCONSIN PLATE NO. HST68 HUOSONU WISCONSIN PLATE NO. HISTIN HUDSON• WISCONSIN PLATE NO. FK;N-7 HUDSON, WITECONSIN PLATE NO. HI o ToP ITPI"PILT. .1 1. 'I-NPo-NWP PtYTWoV, HI, I P S- ..-P A — DIS At 't P, CATCH RABIN AT P.C. or P.S. Woo 'Pt PS P1 0 10' .1 r SUTTERo & SIM'I 'Ir to� IS 1� PT.P,W,Y1 IYN4 BE CI -*60- E GfCOtsn none & A NX, B A CATCH BASIN IN RADIUS "'S A N� .1 2 rr,P,� of 5 & �-TNILE ZN' NO SAINT WoY Too PIWPW" oqNN. 16' '05's, - a 1� .1. PEA ot'INTEA Y� WNN,T WWoPU Wot. TWC T,,MC tippo No* AB-. .1 S,.t c-Q. . 4 DOUBLE CATCH CASON P, - -�. Auto. IT ."W, WNP, AT . No, r .1, tP NYo z A NOT �oa A BUT NoT. 10, Y, v. *%WtH, V IR 02. MTS & 'X7 N TTWPN7 Po -11 ­oYT. P. Pe YW, Tw,,P z `-YIo - .1 ot� 1. P IT INS PPI� oYH WT`WNW ml�� "No BTONoE,, -1 -,= 112 DIP or N, _PW,NI ,YPWPPN .1-11, U) > *'4 Co,, c. AT .1 �' W" T Too AP, NTPA A ets V I.WAL [7 PTx,T' YW IN,PINT '=Z' P`WNT`t BASE Of, A 3) t"W to� A`.ToW a �.' t �. o,,d 21 TV NPP,- WooP, 2' 1. LC EL. 01. m 1y. - E— AoTt-i 7- �%OtT, rMI utl -toom, oNoon 0000 W� MPUME 0 AS 2 No R. tor 0. R. PIT R-3057 NWY. A111 A D. 024 CO� C A C Asa eMaa 1". �P,N 1P, 1 0 PIPI, ',o, w Pott, C A C 'YoNN SECTION A -A NOT TO SCALE PYT. I SECTION A -A INOI .1 SECTION B-B 77 DI 8 CURB & CUTTER CONSTRUCTION AT CATCH!nLN CONCRETE CURB & CUTTER TRANSITION s mtoDl �n ,, SANITARY SEWER MANHOLE SANITARY SEWER DROP INLET MANHOLE i5o"too HUDSON. WDSCIONSIN PLATE NO. HST-9 HUDSON, WISCONSIN PLATE NO. HSTf2 ' HUDSON. WISCONSIN PLATE NO. KPW-1 Ahoo HUDSCN. WISCONSIN PLATE NO. HPW-4 A CONTRACTOR CONTRACTOR SMALL VERIFY DEPTHS AND LOCATIONS OF U`TL)nES PRIOR TO EXCAVATION N V) 0 (D PLACE RLL FOR FUTURE PLACE FILLFOR FUTURE -1 THIS SIDEWALK IN THS AREA AS PLACE FILL FOR FUTURE '�"S -W 'S THE DIRECTED BY THE ENGINEER LK— AREA 'A A S EWAELK IN THIS AREA AS EWA "' CDPLACE _S 01'R D BY THE D�D ECTED 11 THE ENGINEER RECT FILL FOR FUTURE (MD CD SIDEWALK IN THIS AREA DIRECTED BY THE ENG;N`E`Fl C.T.H. UU D CD low z 0 50 06 z V) Z 0 Z :E z W 0 > Z (j 0 CONTRACTOR SHALL VERIFY DEPTHS AND I 'Ur LOCA - T1014S OF UTUTIES N PRIOR TO EXCADVADCN CONSTRUCT 6' WOE CONCRETE SIDEWALK PER TYPICAL SECTION EXISTING BITUMINOUS PATH STA: -9-19 MATCH EXISTING CONCRETE SIDEWALK 01"il STA; -4+02 MATCH EXISTING CONCRETE SIDEWALK I 'Y* CONSTRUCT PEDESTRIAN RAMP L CCNSTRUCT 5' WOE CONCRETE SIDEWALK PER TYPICAL SECTION CONSTRUCT PIDESTMAN C,4 0 RAMP STA:-�+82 END STA: -1+11B MATCH EXISTING CCNCR--,, SIDEWALK SIDEWALK CONSTRUCTON 50 OO C.T.H. UU z 900 ... ...... ......... . 890 Aox 33- (-9+19 TO -4+26) k&,W R,O.W, 880 53' (-4+36 TO -4+02) .... ..... ..... - t4° FROM STA, -A+36 TO STA. 4.02 VMITAUE VARIARLE VAMARX FROM STA -3+03 TO STA. -I.M ww Ts, STA. -9+19 To -4+02 STx, -3+03 TO -t+58 ST& -3+03 TO -1+55 5' STA. -8+92 70 -3+02 STA. -8+82 TO -3�02 Lill L-L".- -A- SANG M!VON CONCRETE W� 4' SAND MSNPN -j CONCRETE WALK - 12- POP TYPLC�CTQN 850 NO SCALE ... ... ...... ........ 840 0 00 vw SENIOR HIGH SCHOOL CONNECT TO EXISTING—,�� CURB & GUTTER CONSTRUCT CONCRETE RED RAMPS 7- Q) CONNECT TO EXISTING--,e�f CURB & GUTTEr V) c: o/ ur REMOVE AND REPLACE CURB AND GUTTER SLOPE LIMITS (TYPJ CONSTR ECIN c RUCT)O DEPRESS CURB AT CROSSWALK REMOVE AND REPLACE SIDEWALK TO MATCH NEW CURB 1. SEE SHEET 18-20 FOR ALL CURB I CONTRACTOR SHALL AND GUTTER TRANSITION STATIONS AND VERIFY DEPTHS AND DIMENSIONS LOCATIONS OF UTILITIES nj PRICK TO EXCAVAON 2, DEPRESS CURB AND GUTTER AT BITUMINOUS PATH LOCATIONS 0 NTERSECIICNS. 3. T!P GUTTER OUT AROUND MEDIAN 4, SEE SHEET TB FOR MEDIAN DIMENSIONS NCO W M � U) X -K C.T.H. UU cl :N aS.O =0 IMP` czcc.,-� :6 .16aw 06 C", A lww A, O*oo I,OG 2-00 3.00 5-00 6+00 7+00 11+00 LOW POINT ELEV E66,14 Pv' STA - 4+75 i LOW POINT' STA 1+17,03 PA ELEV - 66747 900 . ..... . . . .. ..... ... ... PVt� STA A-D-. =,a4S. PVI ELEV - 888.94 57.46, STA. 10+3Z27 ELEV. 483,95 A.D. = I:Lso naco, VC + c� X SPRUCE DRIVE > > 890 > z -OJ9% Lo + 880 Z + Z p Zi L) STA: 0+00 ELEV: 86653 > W S C ON 51 t4 5- > U > EXISTING S, -mIcy X, 20' © > HIGH POINT ELEV - 88.L95 WOE CONCRETE SLAB H*H PUNT STA - '0+240 z .. .. . ....... 9+25 H.: ------------ ------------- - Z. 0 40- P" ELEV BH4�93 z b n n 0 K 54-3t . ...... - ..... ...... ... ..... ....... PILO P, :D z z 850 .... ...... ........ .. ....... 0 --Z .. . .. ...... . ... ... 840 0 1 3 4 5 6 7 8 9 10 11 45 CCNSTRUCT RETAINING WALL PER SLCPE OMITS (TYP.) STANDARD DETAIL 6 (SEE SHEET 4) . MODULAR FLOCKS SHALL MATCH COLOR AND TEXTURE CF EXISTING ' WALLS FACING SPRUCE DRIVE t5m--ems- yes M l i i 1, S'Ec MEET FOR ALL CURB AND GU TER 'PANSrT;CN A xttCNS AND RANSI G MENSCNS �+`�e ? p�N leL``� i 2 PR'SS CURB AND CU 7R Ai' �® APTUMNGUS PATH LCCATICNS CTICNS. �� R{INTERc 99 � t c60 SE AND r ROW L ALL - :APE ROCX5 � q v OP �oW •fi�_r�.. d is W ._7geM. U •. _ 1 w._. �""...�._ REMOVE EXISTING CMP CULVERT 66 14 I INSTALL NEW CMP CULVERT AT NET DITCH LINE INBUCT ft TAINING WAIL ROW-----^�. T. P R TANGARb DETAIL ^Ct wwtt (SEE SHEET 4) t®9r VERIFYCONTRACTOR SHALL DEPTHS AND S V LOCA71ONS OF UnUTIES AST QPRIOR TO EXCAVATICN 33 ttJJ1� P1.CC.• I � f� a s4 +ea C.T.H. UU W :� h .. 2} rF U vi h Y1.N n wg : uF Q. p� Jt rv.4 W;N: p:6 h, t� O :Gt 11 Cl �'"CY �'✓M1 'a4 �>1 q N Q .� O ih Q 11 .e.Q Vt O n ^n n� nH nw n� '„tt nw+ nn n" C Ci "':ev n.+y. nH. n.V n� n:n n n„i ..�9 rs.:`y Wm.. cJ pj alq .. va [O:^y �4� �y ©,y 5..9 �v9 GIa QC1 Q9 i4::T 9�. �9 .B,'m 9g JtII yoJ �9 �'# d9 tt OG ; 12+00. 13+00 14a00 15400 16+00 17+00 :18+00 19+CO: 20+00 21i00 22+00 23*C0 24+00 25400 POINT ELEV 8854$ : 9 .....HIGH HIICR�nl?TT STA ,. LOW PUNT STA = 14+22.19.. ...PM STA a 188170 - PM STA a. 14+0O � STA: 18+71 85 FLEV. 883.43 ' PV ELEV'— ' : STR: 18+79.16 ELEV: 883.44 .. PVT ELEV 831.20 r+,.GRANaNEW aRl4E (NORTH) , ADt0O ! G GRANDVEW DRIVE (SOUTH) g A.D. 1.29 . i 20O.0CY VC i I 2CQ.W° VC 1 EXISTING 8 THICK X 20, u+ w v+ w WIG CCNCR�' SLAB WD u�u ? > -_ 12 13 14 15 96 17 18 19 20 21 22 23 24 25 I y� 8 Y+J V) Z 0z O zo w cs t!)=>�� 0, ? ¢ > Q U Z U W 4 ® Ulm D T ,Nr,N JOIN EXISTING CURB AND GUI M r END CURB AND GU7icR NCRTN SIDE o---^o'FISi7NG SAMTARY SEAER Ur"T 57APCN EX6rNG VALVE VALUT Zia eXna! 0 SSaw M }kaN d C9 }l W 3 x }9e0.t I Z V) Z 0z ® zo Lo w U7 ' 0, , Ma '— Q ww Ln a mim I IN] ---------------- FUTURE DEVELOPMENT IN G) CRADE TO DRAIN, PLACE 'Remo" tree t, 8 CY CL 2 RIP RAP �,x A IR PLACE =CONOWTFOR FUTURE 370'-4' RSC EACH END OF ABC SHALL BE THREADED AND CAPPED I'D 2 - TLI I SEE SHEET 18-2D FCR ALL CURB AND CUTTER TRANSIT'CN STATIONS AND DIMENSIONS 2. DEPRESS CURB AND CUTTER AT 91TUWNO6S PATH LOCATIONS 0 NTERSECTICNS, SLOPE LIMITS (TYPI C, 0 \REMOVE EXISTING CULVERT. INSTALL NEW CMP CULVERT AT NEW DITCH UNE RIVERVIEW CHIROPRACTIC & ST. CROIX CTR. FOR THE HEALING ARTS r-R'YOV-, EXISTINGCUP CULVERT NSTZL NEW CVLlrR T AT NEW DITCH LINE SLOPE LIMITS (TYP.) SHAPE SLOPE TO UTILIZE - EXISTING CULVERT APRONS CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF UrUlES PMOR TO EXCAVAPON ROADWAY C - - - - - - - - 77 -.--7 - - - - - - - - - - - - - - - - - ---------------- NO CONSTRUCTION R/W /E C.T.H. UU all VA mac`, Carmichael Road 4 _ I W4 w Ip e P� ,.. ._. __ ..._ _- a m.m �.u....�.. ,.� �m®. _ ..�. ... .....,.. ._... _.....,... «.®. CONSTRUCT B' WIDE BITUMINOUS PATHWAY PER TYP'CA. SECTION. a EXACT ALIGNMENT TO BE FIELD VERIFIED PRIOR TO CCNSTRUCTION. CONTRACTOR SHALL VERIFY DEPTHS AND a `50 IS LOCATIONS OF UTILITIES Gam; PRIOR T EEXCAYAIIO�N S W. ;, feet NCT"l t. SEE. SHEET TB-20 FOR ALL CURB AND GUTTER TRANST'fON STA7CNS AND D'MENSICNS 2. DEPRESS CURB AND GUTTER AT BITUMINOUS PATH LOCATIONS 6 fNTERSECTIONS. o •0 1w S.!e 1rz feet r /f � p a_ i • n. afxI-P, W I t 2'BCIUM!NW5 SVRFACE CDIIRSE G' ACCREGA7 BASE (GRASS, 2) TYPICAL SEC= NO SCALE �w \CONNECT TO EXISTING CCNSTRRUCT $' WOE BITUMINOUS PATHWAY - PATHWAY PER TYPICAL SECPCN,. j EXACT ALIGNMENT 70 BE FIELD VERIFIED PRIOR TO CONSTRUCTCN. ST. CROIX COUNTY GOVERNMENT CENTER gXcy 04� uu'i z62ZR � M 5 V� E I A EX. SS-2. REMOVE EXISTING R4342 CASTING,ADJUST AND INSTALL R1 F R7642B2B CASTING. � 4S" 0EN0 j JPC� C aiJ TIE CONSTRUCT SS-2 OVER� `y�y� t 12" FLARED END TIE F 1 EXISTING IS' RCP I //������� TRASH GUARD WITH Eta b ADJUST EXISTING CSMH �« 1 � Al'-^ WATER INSULATE. BER AMID ... C SEWER AfdU — � I...-.-.—.... _._.,. .�.�.....,_ t .�-. -•- MAIN EX SS- 2o s m _. - __, _ F jjj tl EX CHMH Plj r `. ra m wSS EXISTINGFORCE" a5 SENDI \� �___ D 4' GALV GALV.-+-_.®.TJF 45' BEND ODS ODS 45' SEND/'RE RODS 3/4' GALV. SANITARY SEWER FORCE"N OFFSET CONSTRUCT SS-1 OVER `'---- EXISTING 21' RCP '"' .., e FLARED OFFSET EAROUNDN23_s y s PATRICK S WITH TRASH GUARD ANO SANITARY SEWER FORCE h G ANRRSRaPGy A SAINT URCH I I � I' CONTRACTOR SHALL "' I VERIFY DEPTHS AND ...._... _, ...... _. -' LOCATIONS OF UTBJTIES ' PRIOR TO EXCAVATION' STORM SEINER } St QD 92 PI, RELOCAtE� P I EXISTING C FIT NEW Ct i r u. m .. _. 10 m= . 910 0 �» m x+si xl+xgzz n IRS _m 900 � 4 ®m ~ � i� V! 890 o l � Q W m; m� 880 o W 4 "I�4{ ' ... .. •-`�? .. z v° c? �NSt1LAnON 2^: EXISTNG 2' POP, O t CO: h, 4 aaz N Q 4c. ' IS' RCP 0 J: ...:.: ...... 9 ..12' ...... a i - 4G• RCP 5QTI° k RCP CIS' AGA 860 21- RCP 850 15 45 3 a 0 s SAINT CROIX COUNTY 6 i I GOVERNMENT CENTER I � I i I 12" FLARED END SECTION I i I REMOVE EXISTING CULVERT I / WITH TRASH GUARD} AND INSULATE BETWEEN STORM SSaB fJ 12 C'Y' GL' 2 RIP RAP I ' h fNSULATE BETWEEN STORM a f ^qF U 1 SEWER AND WATER 1AAiN ° "a5S 7f� SEWER AND WATER MAIN ,L .,..... I... :IeW .r _.'$.}�J�''� t..� ,._.. �. 2seW ...... .� ®..".SOW "� a$- M .Yabl IPaM ,_.m. .v ...,. .9.0} `� � :ia.W �_ � Xta� I•_ _._. - � .11eW �® SIaM . l I `�k i NWL 87D0�y-„TARED END A z j d 15'.;TARED ENQ SECT104 i�E.l't ( 3 ;: HWL &J87 //' SECTION WITH f YATH TRASH GUARD AND �.'"�'i d ///% `;,� TRASH GUARD 7 �12 C,7. CL. 2 RP RAP '"`... :" - _.....�.._._..._._____. I CONTRACTOR SHALL VERIFY DEPTHS AND LQCATICN5 CF UTILITIES I PRIOR TO EXQAVAR N `e a !10 Ica d E R4342 s %CASavC E GASXETED XINTS EEL. BF6.7P f 6' a HOLE �4 AiRE WAGS. a � p p _ E El. 813-50 HOLE FC yG6 12'iY 12" a RCP a f C EL. 871T0 : F ' q �. E�.�869.`.0 $ a � a � i.. 12OP L esx.gQn R Rsa CE. " EC.86650 - va OE-,R 5a`5 p C FI LED By CW4TRACTCR ' kE HELD V's'e§ ate Q M p .STORM SEWER Sx.4=: rat SKIMMER STRUCTURE `axe NOT TO SCALE O. c, a]C[gq M1 .0: ^ $ _.._.TQi.:CIQ Q!— Qy... a 9¢2K ^ _9CTM_' SM1 910 czzx ±Ez cz?900 �Q 91.0 EZK 900 .:. Pia. ..: M1rt Ip ryh 3. I�hO v .. w w¢: aM1r F- 0 omm �^2. ' mcc m'o .R da VI 89(7 "'�z :.. W^ a?i:. +q� �„m® o SgQ Q z . ... .: , +c ._.. .. . z gi �w 4suLA Q (rm.) msi k.w 88Qp41 _=u 8$0 46�'4 SULATld (TYR } � � 0 261' 05YX 12 RCPd0' :QBS% r�-� TV RCP :: : ... cn .251%,. RCP 15'. RCP4.56% 15" RCP O.51' 12" RCP 0.51x' 2.25T, 12' RCP 860 " t2 RCP `12`RCP 660 850 ' 850 3 2 1 0 0 1 2 1 0 16 45 o �I C) i I C c°Aa I I ( 3 M WET TAP EXISTING 12' NTH 8' DIP 8' GV & BOX DIP <8' DIP PLUG I `(MGM E I WET YAP EXISTING ' 12- WITH �.OP 1 8' 9G'-8" DIP 8' DIP PLUG = ., t" BLEEDER ro CONS DUCT MN-H OVER EXISTNG '10" PVC MH-z rat+-1 5' �EXISTING SANITARY SEINT:R UF? S"A CN e.XRSTING VALVE VALUT - - - -. MH i 8 PVC PLUG `,a\., ����J/P r f•• Pf ,��^�/'�--" � (L R SHALL THS ANDOFUiILIXCAVAMN C b TO :,c a a m NOT' . ALL WATER MAIN SHALL HAVE � TP H.0 U Sccle �n reet 7.5 FOOT MINIMUM COVER. ,. m :Qmo mZozca 4 < m o z 'PI2' a` - zz _.0 d9O 0 4dT 8 PVC 8 PVC .., .,Q., _.. ..... i GOX ... ,,._.. 20 OGNSTURC7. 1088 OUTSIDE DROP PER , DE DETAAILL w. �r.R" ` GTING XIS40' 7JC .0 10 9 65 4 3 i 0 il wim SENIOR HIGH SCHOOL F +15 9,50 A EMN TAPER ,DEPRESS CURB AND MEDIAN AT CROSSWALK PRESBYTERIAN CHURCH (FUTURE DEVELOPMENT) DODS 71 OZO CMISLE A- DOUG LINE YELLOW (TYP) 6'co L 05 2' SOUD LINE 'ISLcW TAPE NO 1;1R 0 SPACED Al 26 ANGLES 45FWGIA a 7.09 wu IDED a 11'3.52- 1 600 L, 6,00 RCOR END TA.PERS EN DMILE 4' SIXID LINE 'ELLQW 77 77� - 1+11 75 SAINT PATRICK'S CHURCH INSET DOIJRU A* SOLID LINE YELLOW (TYF') 30 END 1iO TAPM BEG wElivin2m Ay LUTHERAN CHURCH PWT 'ESCACE WHTE (RIGHT ARROW) (TYR) — PWT UESSAGE WHITE (LEFT ARROW% (TYP) )M clois 57 S. 1.74.05 aC.® + EEL 8 2 00 L R-ET P%UTMESSASE WIM ('GT ARROW) (TYP) 4' EGOS LINE w -'r It.92 77 PEG 1:10 ES ON I M TAPER 'l A 1, 0 R 6 GO L 9,70,60 \ 25 R-PT"A 25 R-�PT. aEG 110 TADER END 1.10 TAPSR 57 SO R P CZ==Z= STOP 3200 END I; I TT 's PROP a OSED� SUMMER PINES —DEVELOPMENT ao VINE STREET cc "ll '11 PROFESSIONAL BUILDING 6, c A- SOLID ONE YE➢.LOW (TYP) (D A• ERG EN LIKE YELLOW (TYP)(D SWO ONE WHITE (IOT') ME7Q OFF (opocA LE .... . (25 132 GO L BEG 110 TAPER z 1 =OQ A 25A7 END %10 TAPER 57'OTP"' 25' P-PT 'Z to V) 5 > o a z (j BE- lz R--T ED L ENO 1:10 TAPER 28.91.96 BEG It4O TAPER '1506'1�LO TAPER 25.78.63/ OWL , fiNd T-to TAPER I x 4— NOT, RELOCATE E)GSPING 4-WAY STOP DONS (1) A- .SOUS UN, WTF, (TTR oo DO, F'W LISAPE . zsaBEG Itoo L S' Do L� 40' R-PT OG' R-PT INNER L 47..3.97 1�10 TAPER�-' Izm L T A 43+ 79R2 T Zoo ODD R END iv SD c S p G-�S P>X "0, R'N 7 7 it • E EsE a 0 u ry GO 0: �c "Z A 'mq I F—W -,� 0 !30 7DO -w GRANDVIEW G;Z� - *60w COMMUNITY PARK S.IA ;° ,.— A• SMJO VNE WITS (Tm) (D END SQUO UNE SOCJD UNE YELLOW (r`NP) 5Ada 19j 45 \; cp Pi 18+7,,47 ,BOO L -7: - -------- 59-00 IBM R JOIN EXISTING ANGLE POINT PXWVENT G) PAVEMENT MARKING LEGEND TOTAL BEE. DESCRIPTION 1 4' BOND YELLCIN-EPDXY 1798' (D 4' BROKEN YfU.CW-EPCKY 2837, 41 DOUBLE YELLOW -EPDXY BONI, A' SCUD WHITE -EPDXY - CHANNEUZTNG 7751' 24* SULD YEUOW-EKV 698, 36-XV SCUD WHITE -EPDXY - CROSSWALK 728 BE LEFT TURN ARROW- GpC% Imm) 14 RjCI4T TURN ARROW -EPDXY (EACH) 12 LEFT TURN & YIiRv ARROW -EPDXY (CM:H) 2 BROKEN LINE IS 10' LONG WIN 40" CAPE BETWEEN UNIS (W CYCLE) DOUBLE YELLOW LINE INCLUDES C2) 4-1wCH UNCS REP FOOT. SIGN LEGEND DEVICE MUTCO —7SIRE —7 OUIAN ;n'� TOTAL NO, SO. FT. So R3-BH 54'X30' 8 R3-9B 24-X36' 2 12.00 'eRN R3-96 3O-X3O- 2 12.50 LANE aEo -- R2-1 24"X30' 7 II 35.00 ol Rl-t 3O,,x3G, 6 37.50 EXISTING SIGNS TO BE SALVAGED AND INSTALLED AS DIRECTED BY THE ENGINEER. TO BE PAID AS RELOCATE SIGN - (EACH). I N im SC , I, ft m z 0 V) CZ z �2 VI 0 U) :5 00 Se SE x 0 Ix 0 D 1. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE WIMUTCO, INCLUDING THE DATED JANUARY 1998. 2. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN THE DEVICES 14 THE TRAFFIC CONTROL PLAN UNLESS OTHERWISE NOTED. 3, FIELD CONDITIONS MAY REQUIRE MODIFICATIONS OF THIS LAYOUT AS DEEMED NECESSARY BY THE ENGINEER, ,F THE CCNrRACTCR IS RESPONSIBLE FOR PROTECTING ANY WORK AREAS NEAR TRAFFIC IN ACCCROANCE WITH THE MPMUTCD. 5, ALL LOCATIONS INN THE TRAFFIC CONTROL PLAN ARE APPROXIMATE, EXACT LOCATIONS MAY BE MARKED BY THE ENGINEER PRIOR TO PLACEMENT BY THE CONTRACTOR, 6. INSTALLATION DETAILS OF SIGNS 04 BARRICADES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT 7. SIGNS SHALL BE MOUNTED ON POSTS DRIVEN INTO THE GROUND AT PROPER HEIGHT AND LATERAL OFFSET AS DETAILED IN THE MnMUTCD, SIGNS MAY ALSO BE MOUNTED ON PORTABLE SUPPORTS 5-7 FT, HIGH, AS APPROVED BY THE ENGINEER- WHEN SIGNS ARE REMOVED, THE SIGN POSTS SMALL BE REMOVED AS SOON AS POSSIBLE. B ALL TRAFFIC CONTROL DEVICES. INCLUDING OVERHEAD SIGNS ON ROADS OPEN TO TRAFFIC THAT ARE NOT CONSISTENT WITH TRAFFIC OPERATIONS SHALL BE COVERED, REMOVED, OR REVISED AS DIRECTED BY THE ENGINEER. 9. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTH.ERWSE NOTED. ALL ORANGE SIGNS SHALL BE MADE OF DIAMOND GRADE ORANGE REFLECTIVE SHEVING OR AN APPROVED SUBSTITUTE. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO-REFLECTIVE SHEETING. bCL BARRICADES SHALL BE TYPE III AND SHALL BE CONSTRUCTED OF LIGHT MATERIAL (SEE STANDARD PLATE 8000 FOR RECOMMENDED SUPPCRTL THE ACTUAL NUMBER OF BARRICADES AT EACH LOCATION REQUIRED MAY VARY DEPENDING ON THE SIZE OF THE BARRICADE USED. it. THE CONTRACTOR SHALL COORDINATE THE REMOVAL Or THE TEMPORARY SIGNS. 12. ALL SIGNS PROVIDED BY THE CONTRACTOR FOR TRAFFIC CONTROL DURING CONSTRUCTION SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE JCB SITE WHEN THEY ARE NO LONGER NEEDED. 13, ALL SIGN POSTS SHALL BE REMOVED AND THE SURROUNDING GROUND RETURNED TO ITS ORIGINAL CONDITION WHEN THEY ARE NO LONGER NEEDED. NOTES: T. PAYMENT FOR DETOUR SIGNING IS INTENDED TO COVER SUCH DEVICES AS SHOWN IN THE FIFO NF a-TF�y TR FFI QQN �N, DATED JANUARY 1998. 2. THE CONTRACTOR 15 RESPONSIBLE FOR PROTECTING ALL OPEN EXCAVATIONS AS DETAILED IN THE FIELD MANUAL OR AS DIRECTED BY THE ENGINEER IF ANY PUBLIC TRAFFIC IS PERMITTED ON THE WORK SITE. 1 THE NUMBER OF DEVICES/LAYOUTS NEEDED WILL BE DETERMINED BY THE CCNTRACTCR*S OPERATIONS. U4-6 ,A.0 I U4-8A (2408) W-u Pa+ Mk 45-* (N5� W%-%4A miffim EASE NES CE 1E WORK AREA - mmosm3mom TYPE A FLASHING WARNING LIGHT(S) lie H�20-2 < DETOUR �OAHEAUD w M0-3 LCH'a) < PC CLOSED AIC ��D , STAGE Rtl-2 TYPE III BARRICADES $HALL SPAN ROADWAY.. NUMBER OF BARRICADES NECESSARY MAY VARY., RII-3 CD (60.30) L�l =ROAD CLOSED X WILES kSAD AYCOLT 0 H)CO 20M Gw—m� �..I. m feet iuu I uu I L2=1 L=2j uul uu i uu A LUP 1 [E ED EE 2-2] I mim NFRAI NOT I, ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE WMUTCD, INCLUDING THE , DATED JANUARY 1998, 2, THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN THE DEVICES IN THE TRAFFIC CONTROL PLAN UNLESS OTHERWISE NOTED, 3 FIELD CONDITIONS MAY RECUIRE MODIFICATIONS CF THIS LAYOUT AS DEEMED NECESSARY BY THE ENGINEER, 4 THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ANY WORK AREAS NEAR TRAFFIC IN ACCORDANCE WITH THE M,,MUTCO" S, ALL LOCATIONS IN THE TRAFFIC CONTROL PLAN ARE APPROXIMATE. EXACT LOCATIONS MAY BE MARKED BY THE: ENGNEER PRIOR TO PLACEMENT BY THE CCNTRACTGR. 6. INSTALLATION DETAILS OF SIGNS ON BARRICADES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. 7, SIGNS SHALL BE MOUNTED ON POSTS DRIVEN INTO THE GROUND AT PROPER HEIGHT AND LATERAL OFFSET AS DETAILED IN THE MnMUTCD. SIGNS MAY ALSO BE MOUNTED ON PORTABLE SUPPORTS 5-7 FT, HIGH, AS APPROVED BY THE ENGINEER. WHEN SIGNS ARE REMOVED, THE SIGN POSTS SHALL BE REMOVED AS SOON AS POSSIBLE. S. ALL TRAFFIC CONTROL DEVICES, INCLUDING OVERHEAD SIGNS ON ROPER OPEN TO TRAFFIC THAT ARE NOT CONSISTENT WITH TRAFFIC OPERATIONS SHALL BE COVERED, REMOVED, OR R"SED AS DIRECTED BY THE ENGINEER. 9. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE NOTED ALL ORANGE SIGNS SHALL BE MADE OF DIAMOND GRADE ORANGE REFLECTNE SHEETING OR AN APPROVED SUBSTITUTE. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO-REFLECTIVE SHEETING, 10.E BARRICADES SHALL BE TYPE M AND SHALL BE CONSTRUCTED OF LIGHT MATERIAL (SEE STANDARD PLATE BODO FOR RECOMMENDED SUPPORT). THE ACTUAL NUMBER OF BARRICADES AT EACH LOCATION RECUIRED MAY VARY DEPENDING ON FI.E SIZE OF THE BARRICADE USED. 11, THE CONTRACTOR SMALL COORDINATE THE REMOVAL OF THE TEMPORARY SIGNS. 12. ALL SIGNS PROVIDED BY THE CONTRACTOR FOR TRAFFIC CONTROL DURING CONSTRUC70114 SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE JOE SITE WHEN THEY ARE NO LONGER NEEDED. 13. ALL SIGN POSTS SHALL BE REMOVED AND THE SURROUNDING GROUND RETURNED TO ITS ORIGINAL CONDITION WHEN THEY ARE NO LONGER NEEDED. NOTES: 1. PAYMENT FOR DETOUR SIGNING IS INTENDED TO COVER SUCH DEVICES AS SHOWN IN THE CONTROL -ZaNE_L6SQ�T , DATED JANUARY 1998. 2, THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL OPEN EXCAVATIONS AS DETAILED IN THE FIELD MANUAL OR AS DIRECTED BY THE ENGINEER IF ANY PUBLIC TRAFFIC IS PERMITTED 014 THE WORK SITE.. THE NUMBER OF DE\ACESAAYOUTS NEEDED WILL BE DETERMINED BY THE CONTRACTOR'S OPERATIONS, LEGEND X -8 2.0 2) M4-RA (24x18) TEMPORARY sir,{i:.oiy EAST TYPE A FLASHING WARNING LGHT(S) (sassy del . M I -X4A (24.24) TYPE 118 BARRICADE WORK AREA - LAKE MALLAUEU 77j, 111 C:D /NP7 OK / ROAD tw gat "YORK ') ?HEX V ' A11 Iry �D-70un HEAD F OAD An - 3 HIIIx'N CLOSED AFEAD m TYPE III NUMBER I RII-3 (60.20) FORD CLOSED A _ III FAD Aj A IJL�SAFZ C UP! At, Moll A aIf I 1' 00 If � H- RA T -aIn -F ------ - — ---- --- INTERSTATE 94 ------------ — -- — -- — -- — r z U) Z Score t� feet > 0 0 v) :S l c ASTJ BEAST ± w IUUI 2� vi 0 zo V) (9) (ZED (9) CED CH) WEST WC31 uu,i w Ju 7u� j<L-- El LEN �N� 1, ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE WMUTCD, INCLUDING THE DATED JANUARY 1998 EiL�L 2THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN THE DEVICES IN THE TRAFFIC CONTROL PLAN UNLESS OTHERWISE NOTED, 3, FIELD CONDITIONS MAY RECUIRE MODFICATCNS OF THIS LAYOUT AS DEEMED NECESSARY BY THE ENGNEEFL 4, THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ANY WORK AREAS NEAR TRAFFIC IN ACCORDANCE WITH THE M,MUTCD. 5, ALL LOCATIONS IN THE TRAFFIC CC14TROL PLAN ARE APPROXIMATE. EXACT LOCATIONS MAY BE MARKED BY 7HIE ENGINEER PRIER TO PLACEMENT BY THE CONTRACTOR. 6, INSTALLATION DETAILS OF SIGNS ON BARRICADES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. 7- SIGNS SHALL BE MOUNTED 04 POSTS DRIVEN INTO THE GROUND AT PROPER HEIGHT AND LATERAL AS DETIN THE MnMUTCO. SIGNS MAY ALSO BE CN SUPPORTS 5-5OFFSET FT, HIGHAASILED APPROVED BY THE ENGINEER, WHEN SIGNSMOUNTED ARE REMOVED, TPEPORTABLE SIGN POSTS SHALL BE REMOVED AS SOON AS POSSIBLE. 8, ALL TRAFFIC CONTROL DEVICES, INCLUDING OVERHEAD SIGNS ON ROADS OPEN TO TRAFFIC THAT ARE NOT CONSISTENT WITH TRAFFIC OPERATIONS SHALL BE COVERED, REMOVED, OR REVISED AS DIRECTED BY THE ENGINEER. 9 ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE NOTED, ALL ORANGE SIGNS SHALL BE MADE OF DIAMOND GRADE ORANGE REFLECTIVE SHEETING OR AN APPROVED SUBSTITUTE. ALL TRAFFIC C04TROL DRVICES SHALL BE RETRO-REFLECTIVE SHEETING 10, BARRICADES SHALL BE TYPE III AND SHALL BE CONSTRUCTED 01 UCH7 MATERIAL (SEC STANDARD LATE 8000 FOR RECOMMENDED )THE T THACTUAL NUMBER BE BARRICADES AT EACH LOCATPION REQUIRED MAY VARY DEPENDING ON HE SIZE OF THE BARRICADE USED. 11, THE CONTRACTOR SHALL COORDINATE THE REMOVAL OF THE TEMPORARY SIGNS, 12, ALL SIGNS PROVIDED BY THE CCNTRAC'CR FOR TRAFFIC CONTROL DURING CONSTRUCTION SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE JOB SITE WHEN THEY ARE NO LONGER NEEDED. 13. ALL SIGN POSTS SHALL BE REMOVED AND THE SURROUNDING GROUND RETURNED TO ITS ORIGINAL CONDITION WHEN THEY ARE NO LONGER NEEDED. NOTES: I- PAYMENT FOR DETCUR SIGNING 15 INTENDED TO COVER SUCH DEVICES AS SHOWN IN THE FIF1 FOR MP RARY TRAFFIC r , �,TR, �AY, , DATED JANUARY 1998, 2, THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL OPEN EXCAVATIONS AS DETAILED IN THE FIELD MANUAL OR AS DIRECTED BY THE ENGINEER IF ANY PUBLIC TRAFFIC IS PERMITTED 04 THE WORK SITE. 3, THE NUMBER OF DEVCES/LAYOUTS NEEDED WILL BE DETERMINED BY THE CONTRACTOR'S OPERATIONS. LEGENDMa-8A co TEMPORARY SIGN (24.18) ux-u EAST WEST TYPE A FLASHING WARNING LIGHT(S) Us-IAA R MI-X4A TYPE I" (24.24) BARRICADE WORK AREA - OF OF KIG�Aim LAKEi MALLALIEU F- I RAMM-V-12 �12� A F TERSTAic 94- ROAD ORK AHEAD <9 <D-7 UR AHEAD < A v STAGE 3 RII-2 L'INAN ROAD CLOSED m* TYPE III BARRICADES SHALL SPAN ROAOWAY� NUMBER OF BARRICADES NECESSARY MAY VARY, R11-3 (60.30) MEROAD CLOSED x ULESAK-AD �X��mf s F-i EAST uul 2 EAST i vi [M E cervw uu I (:g)m <::EDE 1W B I