Loading...
HomeMy WebLinkAboutZ8 7200-04-71 1998 .pdfINDEX OF SHEETS Sheet NO. I Title Sheet No.Z,(-Z,,73TypiCai Sections Chd Details Sheet No.3,1--S,7 Estimate at Ouantities sheet NoJA- 3 0 Miscellaneous cuchtit-s Sheet NR.S,1-S,7-e>Plan Shoot Detail Drow,ngs Sheet No. 17. f- 7.(,, SLQn Plates Sheet No. yh`.j-j(.Structt e Plans SK.--r 5R-cht A/N, q,tz - R. wg?- c Re'S6 -1t5a,-FHv"S PROJECT 603+-6-0— STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION PLAN OF PROPOSED IMPROVEMENT A RIVER FALLS TO 194 ROAD (CTH U TO CTH N) S T H A-* 5 ST. CROIX COUNTY STATE PROJECT N;773 R =7200-04-�I= 71 Hudson t U°------ ----- -- HUSON 5 E294 Sails F4 LIPS DESIGN DESIGNATION F HIGH CTH U TO CTH FF CTH FF TO NOR RICIGE RO, IFGH RIDGE RD. TO *4 - - - MONS A.D.T. TIEST, . 10100 950 REES NO. CAN A RD. A.D.T, (2019) z 17100 15700 30600 V,A.Lky Yt D.N.Y. Q019Y 2018 1853 3610 st D. 60-40 60-40 60-40 T. ADD 1217 12.7 MIT CHIEF [F QFF DESIGN SPEED 65 MPH 65 MPH 65 MPH ESALS N/A CONVENTIONAL SYMBOLS COUNTY LINE CORPORATE LIMITS f4r _Zzzz S40PYEY LNE -CAUT OR— COAMUSTISLE FLOWS UNLIRES, cis —c— ELECTRIC —E— TELEPHONE OR TELEGRAPH --T-- FORE OPTIC SERVES, PEDESTAL CA9LE MARKER POWER POLE TELEPHONE POLE RAtROMTE PITT RfL T-28-N D 0 STRUCTURE - B-55-162 & JUL [�ObNSTI..' cot-66via THIS PLAN IS SUBJECT TO FEDERAL OVERSIGHT ROY c 6t L IM] 65- M I River— Falls 'DEL COORDINATES ON THIS PLAN ARE BEGIN PROJECT 7200-04-71 LAYOUT REFERENCED TO THE WISCONSIN STAG, 287+65.570 SCALE L—I COORDINATE SYSTEM. CENTRAL ZONE tl g 1286561.345 Y = 396057,.054 TOTAL NET LENGTH OF CENTERLPS = 5.972 ift, tBEVATIONS SHOWN ON THIS PLAN ARE REFERENCED TO NA083 ORRIN) IIE N.VE, WISDOT/CADDS SHEET 14 GENERAL NOTES 9 rnV G 7200�04-71 2•1 AN EXPANSION FACTOR OF 15% HAS BEEN USED FOR EARTH WORK CALCULATIONS. GENERAL NOTES.SYANDARD DETAIL. DRAWINGS UTILITIES. ABBREVIATIONS LIST OF STANDARD ABBREVIATIONS NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT THE APPROVAL OF THE ENGINEER ABUTMENT THE LOCATION OF EXISTING UTILITY INSTALLATIONS AS SHOWN ON THE PLANS ARE APPROXIMATE, THERE MAY BE OTHER UTILITY INSTALLATIONS ABUT, AGG. AGGREGATE WITHIN THE AREA THAT ARE NOT SHOWN. AH. AHEAD APPROX. APPROXIMATE APRON ENDWALL DISTURBED AREAS WITHIN THE RIGHT OF WAY, EXCEPT THE AREAS WITHIN THE FINISHED SHOULDER POINTS ARE TO BE FERTILIZED, MULCHED, AND A,E,W, ASPH. ASPHALTIC SEEDED AS DIRECTED BY THE ENGINEER. A,D,T, AVERAGE DAILY TRAFFIC AZ. BK, AZIMUTH BACK ;. RIGHTS -OF -ENTRY FOR P.E. CONSTRUCTION HAVE BEEN OBTAINED, WHICH RIGHTS SHALL BE EXTENDED TO THE CONTRACTOR. BEG. BEGIN B.M. BENCH MARK FIELD LOCATIONS OF CONDUIT AND PULL BOXES WILL BE VERIFIED BY THE DISTRICT TRAFFIC ENGINEER. LOCATIONS OF THESE ITEMS MAY NEED TO BE CCONC. CENTER LINE CONCRETE ADJUSTED TO AVOID CONFLICTS WITH UTILITIES. CURBS, AND OTHER CONSTRUCTION. CONST. CONSTRUCTION co, C.T.H. COUNTY COUNTY TRUNK HIGHWAY ALL CONCRETE PAVEMENT SHALL HAVE. DOWELED JOINTS. X-SEC„ CROSS SECTION CRUSH NO OVERHAUL HAS BEEN COMPUTED AND NO OVERHAUL SHALL BE PAID. CFS FEETlSECOND CUBICC.Y., CU„TO. CUBIC YARD ALL CULVERT ELEVATIONS WILL BE VERIFIED BY THE ENGINEER IN THE FIELD. CULV. CULVERT C.P. D.O.T. CULVERT PIPE r DEPARTMENT OF TRANSPORTATION THE EXACT LOCATIONS OF ENTRANCES SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. D.N.Y. DESIGN HOUR VOLUME DIA. DIAMETER ROCK EXCAVATION IS ST. PETER SANDSTONE. IT IS VERY LOOSLY CEMENTED & EASILY RIPPED. D. DISGH. OR DIS, DIRECTIONAL DISTRIBUTION DISCHARGE ALL. PERMANENT SIGNING WILL BE DONE BY STATE FORCES. EA. EACH ALL ASPHALTIC PAVEMENT REMOVAL TO BE PAID FOR AS COMMON EXCAVATION. ELECT, ELECTRIC EL.OR ELEV. EMS. ELEVATION EMBANKMENT UTILITIES STANDARD DETAIL DRAWINGS E.B.S. EXCAVATION BELOW SUBGRADE EXIST. EXISTING ST. CROIX VALLEY NATURAL GAS FERT, FERTILIZE 212 NORTH MAIN ST, BA5-144 INLET COVERS F.E. FIELD ENTRANCE RIVER FALLS. RI 8BB-3 MANHOLES, TYPES 5 AND 6 FIN„ FINISHED PHONE t715) 425-6177 SC5-2 INLETS, TYPES 8. 9, 10. AND 11 FT. FOOT ATTN: DUANE PETERSON BD1.-12 CONCRETE CURB, CONCRETE CURB & GUTTER AND PAVEMENT TIES F.L. FLOW LINE 8E4-2 SOD OR MASONRY AND SOD DITCH CHECKS GA. GAUGE NORTHERN STATES POWER COMPANY - ELECTRIC 8E8-2 TYPICAL. INSTALLATIONS OF EROSION BALES HORIZ. CWT, HORIZONTAL HUNDREDWEIGHT P.O. BOX 8 8E9-4 SILT FENCE INL. INLET EAU CLAIRE, WI 51702 SF1-11 APRON ENDWALLS FOR CULVERT PIPE LT. LEFT PHONE (715) 836-1070 8F2-1 APRON ENDWALLS FOR PIPE ARCH AND ELLIPTICAL PIPE L.H.F. LEFT-HAND FORWARD ATTN: BILL BURICH 8F3-3 DETAILS FOR PIPE CATTLE PASS, CONCRETE ENDWALLS, AND STEPS LIN. LINEAR 8F4-5 JOINT TIES FOR CONCRETE. PIPE LIN. FT. LINEAR FOOT NORTHERN STATES POWER COMPANY - GAS 8F8-1 SLOPED STEEL ENDWALLS FOR CULVERT PIPE AND PIPE ARCH CROSS DRAINS L.S. MAX. LUMP SUM MAXIMUM P.Q. BOX 8 982-6 CONDUIT MI. MILE EAU CLAIRE. WI 54702 984-3 PULL BOX MISC. MISCELLANEOUS PHONE (715) 839-1416 9C2-2 CONCRETE BASES, TYPES 1. 2. AND 5 N.E. NORTH EAST ATTN. STEPHANIE ZUEHLKE 9E1-20 POLE MOUNTINGS FOR LIGHTING UNITS. TYPE 5 130 FOOT) N.W. NORTH WEST 9E3-2 NON -FREEWAY LIGHTING PAV'T PAVEMENT KING VIDEO CABLE 11A1-3 MAINTENANCE CROSSOVER FOR FREEWAYS P.C. POINT OF CURVATURE 7584 80TH STREET SOUTH 12A2"3 SLOPE PAVING-STUCTURES (CRUSHED AGGREGATEi P.T. P.T. POINT OF INTERSECTION POINT OF TANGENCY COTTAGE GROVE, MN 66016 12A3-5 NAME PLATE -STRUCTURES P.O.T. POINT ON TANGENT PHONE (612) 531-4438 13A4-4c. D. &c ASPHALTIC SHOULDER RUMBLE STRIP LB„ POUND ATTN: PAT WAGNER 13C1-9 CONCRETE PAVEMENT LONGITUDINAL JOINTS AND PAVEMENT TIES P.E. PRIVATE ENTRANCE 13C11-5 RURAL DOWELED CONCRETE PAVEMENT PRO,. PROJECT AMERITECH 14815-2a CLASS "A" STEEL PLATE BEAM GUARD. INSTALLATION & ELEMENTS R. RANGE 304 SOUTH DEWEY ST. 14BI7-2 CLASS "A" STEEL PLATE BEAM GUARD END TREATMENT WITH ANCHORAGE FOR REO'D REQUIRED EAU CLAIRE„ WI 54701 STEEL PLATE BEAM GUARD. RT. R.H.F. RIGHT RIGHT-HAND FORWARD PHONE (715 ) 839-580T 14BI8.2o CLASS "A" STEEL PLATE BEAM GUARD (AT BRIDGES„ OBSTACLES, AND SIDEROADSeDRIVEWAYS) R/W RIGHT OF WAY ATTN: CHUCK LEVERENTZ 14B19-2a, ®. c. &a CLASS "A" STEEL PLATE BEAM GUARD END TREATMENT WITH ANCHORAGE„ TYPE 3 RN ROAD 141320-3o STEEL THRIE BEAM STRUCTURE APPROACH SHR. SHRINKAGE ST .. CROIX ELECTRIC COOPERATIVE 14B20_3p STEEL THRIE BEAM STRUCTURE. APPROACH, CONNECTION TO SQUARED END AND SL. SLOPE 550 HWY 12 VERTICAL FACED PARAPETS STD„ STANDARD BALDWIN, WI 54002 24B23-lc.b. &c STEEL PLATE BEAM GUARD„ SLOTTED RAIL TERMINAL S.D.D. STANDARD DETAIL DRAWINGS PHONE (7151 684.3336 15A2-4 DELINEATOR POST, DELINEATOR BRACKET, AND DELINEATOR S.T.H. STATE TRUNK HIGHWAY ATTN: MIKE BUCKLE 1581-70 & 7tr WOVEN WIRE FENCE STA. S.P.P.A. STATION STRUCTURAL PLATE PIPE ARCH 1503-11a & 11b CHAIN LINK FENCE STRUCT. STRUCTURE FOR LOCATES CALL 1-800-242-8511 15C3-3 BARRICADES AND SIGNS FOR ROAD CLOSURES SURF. SURFACE 15C7-5a PAVEMENT MARKING SYMBOLS TEL. TELEPHONE BSC8-80 PAVEMENT MARKING (MAIN LINE) TN. TOWN DNR LIASON 15C8®8p PAVEMENT MARKING (INTERSECTIONS) T. TRUCKS (PERCENT OF) 15C8-8a PAVEMENT MARKING (LEFT TURN LANEI UNCL. UNCLASSIFIED ROB STRAND PAVEMENT MARKING (ISLANDS. STOP LINE & CROSS WALK) L„G.. UNDERGROUNDSC 1300 W. CLAIREMONT AVE.AYE 15CII-5 11-5 FLEXIBLE TUBULAR MARKER POST. ANCHOR & BASES V. VELOCITY OR DESIGN SPEED F.O. BOX 15C12-2 TRAFFIC CONTROL FOR LANE CLOSURE (SUITABLE FOR MOVING OPERATIONS) V.C. VERTICAL CURVE W EAU CLAIRE. WI 54701 PHONE (715) 839-1609 ME "6N R NWG TyDQOtggT$4DGNOPE.pGN. w nT wa..r. Tsnn xnaw� WISDaT/CARDS SHEET 42 REV-DITEiT-15-98 R 13 8 TS 00 00 44 zz 00 G6 w 'a am, I I 7.1 . VARIABLE DEPTH ASPHALTIC CONCRETE PAV'T. VARIABLE DEPTH CRUSHED AGGREGATE TYPICAL SECTION EXISTING S.T.N. 35 YIN. YIN. T=7_ t3 3.I 4' 3' 12, ___12' 3' 4' uTNr.T YEN. .02."02%--»4'/. 3-I M4X. CRUSHED AGGREGATE BASE ASPHALTIC CONCRETE PAV•T. I COURSE eSHOULDERSY CRUSHED AGGREGATE I 7' ASPHALTIC CONCRETE PAV'T.. LV. TYPICAL SECTION FRONTAGE ROAD 1. STA. 37.00 TO 47400 i a 7° 12' & VAR. 12° & VAR. 7' 7 A'1 ` w - 4" ASPHALTIC SURFACE. TEMPORARY I 8- CRUSHED ACC. BASE COURSE K Ti 6' CRUSHED ACC. BASE COURSE x TYPICAL SECTION TEMPORARY PAVEMENT S.T.H. 35 <+ STA, 362>75 TO 372k00 n STA. 399 -00 TO 406.00 STA. 543.00 TO 560.00 RADIO RD. CLOVER RD. y C.T.H. FF/COULEE RD. F&E NAMER a G"S 720004MnOOTYP.p PLOY HAMXE 729 11W .tY. OATU T-M-95 R 5 py,OF NBMEi Y2QO4 Y{0.1 € I •r.-•- 6" CRUSHED AGG: ' BASE COURSE ASPHALTIC SURFACE, DRIVEWAYS & FIELD ENTRANCES TYPICAL SECTION PRIVATE ENTRANCE STA. 444487 (TRAILER COURT) t I 12.2' VAR 2=S \--"4" CRUSHED AGG. BASE COURSE 2" ASPHALTIC SURFACE, DRIVEWAYS & FIELD ENTRANCES azoo•oa-TI � 2.Z TYPICALS 4^ SALVAGED TOPSOIL. SEED„ FERTILIZER & MULCH 'w+�s '� W FIIPYRRRIP Ze'4. # MAXIMUM WIDTH 35` COMMERCIAL ENTRANCE, 24' NON-COMMERCIAL ENTRANCE. MINIMUM WIDTH 16' COMMERCIAL OR NON-COMMERCIAL ENTRANCE MATCH EXISTING ENTRANCE EXCEPT FOR THOSE THAT DO NOT MEET WIDTH CRITERIA„ # # USE 6" CRUSHED ACCRECATE BASE COURSE FOR UNPAVED DRIVEWAYS. WtSDOT<CADDS SHEET 42 F 5 STH 35 S.B. 50 SEED. FERTILIZE AND MLW.CH DISTLIMED AREAS 30' CLEAR ZONE 12>3 7.7 2. B° d2° 12, 7° 3' 2.� 3.2 r3*04% .0---.02% .02%- i.04'F. 6.1 r 3"/<' ASPHAi..TXC CittK.'. P0tN1 46 � Atx KORa..^ ... � "` ... T"Sp LADED PAtlEMEH T, TYPE G 4^ SALT. TOPSOIL wcroas45Ecrtma SEED, FERTILIZE. °A HA TIC ONC PAVEMENT TYPE a SEED. FERTILIZE. $ �. j�jf AND MLLCH 6" A RASE C AND MILCH i / T GRAWk AR SUBBASE r ASPHALTS co c. PAVEMENT. TxPE Cl AGG: BASE C0 W SE FDR SH0 tD=_R TYPICAL TANGENT SECTION 8 S.T.H. 35 STA. 287.66 TO 30T-00 u STH 35 S.B. k MEDIAN WIDENS FROM 5O' TO 54' 22° -^f�- Y2 .02Z4'!. --®. 6.1 � �36?� 2 I 6:x 6.1 tMft 6:x r ASPHALTIC CONC. �B —.4" SALVAGED PAYEMEHT,TTPE HY 4' SALT. TOPSOIL---' a TOPSOIL r ASPHALTIC CONC.PAVEMENY PTPE Ry FERTILIZE. SEED. FERTILIZE, 4• A ASE CCURSE `CH AND IJULCH . r ASPHALTIC CONC. PAVEMENT. TYPE NY CRllSHED AGO, BASE COURSE FOR SHOLLDER TYPICAL TANGENT SECTION S.T.H. 35 STA. 307.00 TO 313.05 R6v N®eqp STH 35 N.S. i V rem fB (M EGG STH 35 N.B. 3' 12' 1 12' reem rq a Rmenc B' 2. IN Zs 7 '44 ��j VA r T OIL 30' CLEAR ZOW SFF.D, FERTILIZE AND MtLCH I DIST RBE0 AREAS ` 1 4'1 NOR. 3:a unz.- 4' SALVAGED TOPSOIL SEED. FERTILIZE. Ate WAX8 NISDOT/CADDS SHEET 42 Em CLEAR ZONE 30' FERT EED & MULCH'.;LIMITS NORMAL 16, L--4- SALVAGED TOPSOIL , SEED. FERTILIZE. AND MACH �RUSHED Y ASPHALTIC CONCR CRUSHED AGO. BASE COURSE STH 35 STH 35 N.B. S.B. CLEAR ZONE 30' PAV I EDGE NORMAL MEDIAN WIDTH 54' FI 14�3' 26, 6' 612, 14* I 6' 12' 31 .91 4.9" HELEV. SHOWN 2' 3 3.4. 3.T ON PROFILE ozA.02z— 04z NON -REINFORCED r MIN TO- DOWELED NON -REINFORCED Fliffullim 15' OR LESS I 1— �_ 4' SALVAGED VER 15' -POINT REFERRED TO— TOPSOIL zc BASE COURSE �N CROSS SECTIONS 6- CRUSHED AGO. BASE COURSE SEED, FERTILIZE, I Q kVEMENT, LV 4' SAL,% TOPSOIL. SEED, MIT_ MULCH Y ASPHALTIC CONCRETE PAVEMENT, LV AND MULCH IN JLDER) TYPICAL Fl� SHED TANGENT SECTION CRUSHED AGG, BASE COURSE (SHGULDER1 S.T.H. 35 (STA. 313.05 TO 356.04) (STA. 373.18 TO 375-47) (STA, 396.81 TO 407.50) (STA '19.89 T,,, ?27.49) (STA. ',a7.42 TO 478.54) STH 35 STH 35 N.B. S.B. CLEAR ZONE 30' qqq PAV*7 EDGE NORMAL MEDIAN WIDTH S4' REFIT SEED MULCH LIMITS CLEAR ZONE 30' FERT., SEED & MULCH LIMITS 14,3' 14,3' 26* 14, 26, 14, 20' 10� NORMAL — — 5.2 12' �51 ELM SHOWN 2' 6' 2' 14� --_I H3 �51 ON PROFILE 14 �02v. __ �'/, -- LZ . - ' 4 21, 2.8' 0 .02% -02y— 404/­ 1 0 21A 04V 6:1 :1 15� OR LESS 4 4.1 OVER 15' .1 S 'NON-Rl r MIN. IT- DOWELED NON REINFORCED 11' DOWELLD NON -REINFORCED SALVAGED P GONG. PAV'T. 4' SA 4- SALVAGED ONCD PAV'T. Mn _GON AL'� TO �C,_ �POINT REFERRED TO TOPSOIL +?'S. OVER 15' TOPSOIL 5' CRUSHED AM BASE COURSE ON CROSS SECTIONS 5' CRUSHED AGG. BASE COURSE SEED. FERTIL ZE. 15' OR LESS SEED, FERTILIZE, 4' SALV. TOPSOIL. SEED. ERT_ MULCHAND MULCH 20! AND MULCH 3-ASPHALTIC CONCRETE PAVEMENT,LV 2PASPHALTIC CONCRETE PAVEMENT, LV CRUSHED AGO. BASE COURSE ISHOULDERI CRUSHED LOG, BASE COURSE CSHOULDERY TYPICAL FINISHED TANGENT SECTION d 4 S.T.H. 35 (STA. 493.45 TO 502.34) (STA. 543.91 TO 562.08) (STA. 572.55 TO 603,00) STA, 492^00 TO 492.50 TRANSITION NON -REINFORCED CONCRETE PAVEMENT FROM 10' TO 11- AND CRUSHED AGGREGATE BASE COURSE FROM 6- TO 5- CONCRETE PAVEMENT TO BE PAID FOR AS CONCRETE PAVEMENT. 11-INCH IN TRANSITION AREAS WISDOT/CADDS SHEET 42 NAME] 1200`3J Ev. ll� STH 35 N.B. t 30' CLEAR ZONE D NORMAL MEDIAN WIDTH 54' FERT., SEED & MULCH LIMITS 61 14.3'— 14.3' s. 10' NORMAL 16, 14, 6. 4.8 61 3. 15 33' 55.0 3.r 0 .r '03Z & VARIES _04% 7-7:1 10' DOWELED NON•REINFORCED I m r m 4" SALVAGED CONC. PWT. TOPSOIL G' CRUSHED AGG. BASE COURSE 4" SALV„ TOPSOIL. LESS SEED. FERTILIZE. AND UM04 SEED, FERT.. MULCH 3'ASPHALVC CONCRETE PAVEMENT,LV TYPICAL SUPERELEVATED SECTION CRUSHED AGG. BASE COURSE (SHOULDERI S.T.H. 35 (STA. 375.47 TO 396.81) (STA. 427.49 TO 437.42) (STA. 478.54 TO 492.00) STH 35 STH 35 N.B. S.D. PAV'T EDGE NORMAL MEDIAN WIDTH 54' 30' CLEAR ZONE FERT.. SEED & MUR-CH LIMITS 14,3° 10' NORMAL 16, 12' -L- 0 6' 3. .21 3 3.r 15�2 3' .04X & VARIE S 44Z 30, A 8,4, H 10' DOWELED NON -REINFORCED r wN. coNc, PAv,T. r MIN. 4' SALVAGED TOPSOIL 4" SALLV� TOPSOIL. i FERT., ESS SEED, FERTILIZE, 6' CRUSHED AGG„ BASE COLPSE SEED, FERT., MULCH I�t V AM MULCH TYPICAL SUPERELEVATED SECTION S.T.H. 35 CRUSHED AGG, BASE COURSE (SHOULDER) (STA. 407.50 TO 419-89) STH 35 STH 35 NB. S. B. PAV'T EDGE NORMAL MEDIAN WIDTH 54* IE 30' CLEAR ZONE FERT., SEED & MULCH LIMITS 10' NORMAL 16, 14' 12 61 62' .21 31 E & VARIES .051X & VARIES .041— ISHT. 3.P .0411, G.i 4.7'1 10' WIN 4 SALVAGED DOWELED NON -REINFORCED CON PAY't WX r TOPSOIL SFED, FERTILIZE. 6- CRUSHED AGG. BASE COURSE 4SALV. TOPSOIL. AND MULCH SEED. FERT_ MULCH Y ASPHALTIC CONCRETE PAVEMENT. LV CRUSHED AGG. BASE COURSE (SHOULDERI TYPICAL SUPERELEVATED SECTION S.T.H. 35 (STA. 356-04 TO 373.18) STH 35 S. B. PAV'T E GE 30' CLEAR ZONE FERT­ SEED & MULCH LIMITS 12, 14' 61 20' ELEV.3 SHOWN 2 .01 ON PROFILE — .03% & VARIES � .04%— T__ ,o. DOWELED NON -REINFORCED 1 15' OR LESS CONC. PAV�T. 4, SALVAGED 6- CRUSHED AGO. BASE COURSE TOPSOIL OVER SEED, FERTILIZE, —3'ASPHALTIC CONCRETE PAVEMENT.LV AND MULCH CRUSHED AGG. BASE COURSE (SHOULDERSI 30' CLEAR ZONE 12' 14' 1 VA -OWN— SHOWN H2-' 1 5. 0' —.04% & VARIES .0 4 Z. 8. 10' DOWELED NON -REINFORCED CONC. PAV'T. 15" 70,fl LESS A- I' S CED— TOPSOIL OVER 15' SEED. FERTILIZE. AND muLo4 - CRUSHED AGO. BASE COURSE (SHOULDERS} 30' CLEAR ZONE 12' 14 W. SHOWN ;VCFFILE . .Gsz A, VARIES VARIES 30' DOWELED NOPd-REYPff'OftCEO 15" OR LESS 4' SALVAGED TOPSOIL OVER 15' SEED" FERTILIZE. ARD MULCH �'l ��OVER CRUSHED ASS. BASE COURSE (SHOULDERS) DATEt 2-M-97 r.m v OT NAu ZnOOTYGal W15DOT/CADDS SHEI 30° CLEAR ZONE FERT., SEED & MULCH LIMITS —81 14' 12, IG' NORMAL 16' 2.r — .03% & VARIES Z.5 OVER 15' 4.1 Il- DOWELED N ON -REINFORCED ;_ �— 4- SALVAGED GONG. PAV'T, L r MIN. TOPSOIL rmisHrn AGO. BASE COURSE 15* OR LESS SEED, FERTILIZE, AND MULCH 3' ASPHALTIC CONCRETE PAVEMENT, CRUSHED _lCG. BASE COURSE (SHOULDERS) 30- CLEAR ZONE FERT_ SEED & MULCH LIMITS 16, 14° 12, lo' NORMAL .5 6" t 2.5* VARI S VARIES 4 OVER 15° 11- DOWELED NON -REINFORCED 0 A_ CONC, PAV*T. 14 N. 4' SALVAGED TOPSOIL rMIlHFD AGG9 SEED, FERTILIZE. EjASE COURSE xs 15' Oft LESS AND MULCH XASPHALTIC CONCRETE PAVEMENT.LV ti. CRUSHED AGG^ BASE COURSE (SHOUt-DERS) m ICRUSHED AGG, BASE COURSE w STH 35 N.B, S.B. PAV'T EDGE NORMAL IDIAN WIDTH 5 14.3' 14.3' 6. 3. 2.G LS. 2.r 04*4 6.1 W)L A- "LV^ TOPSOIL. SEED°FEET-MULCH TYPICAL SUPE 'ELEVATED SECTION S. H. 35 (STA. 492-00 TO 493�45) (STA. 50234 TO 543*91) STH 35 N.B. S.B. PAV'T EDGE NORMAL MEDIAN WIDTH 54- 14.3" 14«3' 61 3' .61 3' .014Z On 6 4 .04'A 4' SALV. TOPSOIL, SEED, FERT- MULCH TYPICAL SUPERELEVATED SECTION S.T.H. 35 (STA. 562.08 TO 572.55) FERT SEED & MULCH LIMITS 176 6* 20' 12, 14' OJ W�N 2' � F _ILE - «03% JI VARIES ..... . . . . . . . . ,I' DOWELED NON -REINFORCED �l 15' OR LESS :CNC. �PAVT. A- SALVAGED RUSHED AGO. BASE COURSE TOPSOIL �, OVEFSEED, FERTILIZE. AND MULCH 'ASPHALTIC CONCRETE PAVMNY.LV CRUSHED AGG« BASE COURSE MHOULDERS) FER7­ SEED W MULCH LIMITS 81 16' 6. 20, 12, 14' SHOWN 2 & ROFILE .05'4 VARIESVARIES 0,6 11- DOWELED NON -REINFORCED 4:1 15• OR LESS CONC. PAV'T. 4' SALVAGED :RUSHED AGG. BASE COURSE TOPSOIL ?,5:, OVER SEED. FERTILIZE. AND MULCH YASPHALTIC CONCRETE PAVEMENT,LV._ - CRUSHED AGO. BASE COURSE ISHOULD I ERS) WISOOT/CADDS SHEET 4i NAMEl .=PCDB 72090I9M729O111XCN XC14 NAMES 7200117J ,E1, PATE: 12-SG-9P rho J 11 11 CURVE BEGIN OX REVERSE LEFT RIGHT BEG. FULL LEFT RIGHT END FULL LEFT RIGHT REVERSE 0% END NUMBER TRANSITION SUPER CROWN PC RATE RATE SUPER RATE RATE SUPER PT RATE RATE CROWN SUPER TRANSITION C463 273.91.92 -2.73 -2.73 274.55.25 -4.10 •4.10 287.02.24 287.65.57 -2.T3 •2.73 287.99.55 288.92.24 289.87.24 C464 356.04.00 356.84.00 357.60.00 358.10.67 -3.33 -3,33 358.74.00 •5.00 -5.00 370.48.52 371.11.86 •3.33 -3.33 371.62.52 372.38.52 373^18.52 C24 375-47.51. 376•T7.51 378.04.17 378-MlT -2.00 •2.00 378.67.51 -3.00. -MG 393.61.09 394.24.42 -2.00 -2.00 394.24.42 395.51.09 396.81.09 C49 407.50.1E 408.45.18 409.37.86 409.71.84 •2.73 -2,73 410.35.18 -4.10 -4.10 417.04.04 417.67.37 •2.73 -2.73 418.01.36 418.94.04 419.89.04 C94 427.49.36 428.79.36 430.06.03 430.06.03 -2.00 -MO 430.69.36 -MO •3.00 434.21.98 434.85.32 -2.00 -2.00 434.85.32 436.11.98 437.41.98 C5 478.54.37 478-M 37 481.11.04 481.11.04 -2.00 -2.00 481.74.37 -3.00 •3.00 490.25.33 490.88.66 -2.00 -2.00 490.88.66 492-15.33 493.45.33 C328 502•34.24 503.64,24 504-90.91. 504.90.91 -MO -2.00 505.54.24 •MO -MO 540-71.47 541.34.81 -2.00 -2.00 541.34.81 542.31.47 543-91.47 C333 562.08.11 562-88.11 563-64.11 564.14.78 -3.33 -3.33 564<.78.11 -5.00 -5.00 569.85.32 570.48.65 •3.33 -3.33 570.99.32 571.75.32 572.55.32 RADIO ROAD SUPERELEVATION TABLE CURVE BEGIN 0% REVERSE LEFT RIGHT BEG. FULL LEFT RIGHT END FULL LEFT RIGHT REVERSE 0% END NUMBER TRANSITION SUPER CROWN PC RATE RATE SUPER RATE RATE SUPER PT RATE RATE CROWN SUPER TRANSITION C117 10.99.62 11.39.62 11<76.29 12.12.96 •4.00 -4.00 12.49.62 •6.00 -6.00 13.10.72 13.47.38 -4.00 -4.00 13.84.05 14•20.72 14.60.72 C118 14.82.70 15.32.70 15.82.70 15.99.37 -2.67 •2.6T 16.32.70 -MO •4.00 18.70.94 19.00.61 -2.67 -2.67 19.15.44 19.59.95 C119 19.59.95 20.04.45 20.48.96 •4.00 -MO 20.93.46 •6.00 -6.00 21.82.36 22.19.02 -4.00 -4.00 22.55.69 22.92.36 23.32.36 GLOVER ROAD SUPERELEVATION TABLE CURVE BEGIN 0% REVERSE LEFT RIGHT BEG. FULL LEFT RIGHT END FULL. LEFT RIGHT REVERSE 0% END NUMBER TRANSITION SUPER CROWN PC RATE RATE SUPER RATE RATE SUPER PT RATE RATE CROWN SUPER TRANSITION C312 10.45.08 10.85.08 11.21.75 11.58.41 -4.00 -4.00 11.95.08 •6.00 -6.00 13.06,30 13.50.55 •4.00 •4.00 13.94.78 14.39.03 C311 14.39.03 14.83.27 14.98.10 -2.67 -2.67 15.27.51 -4.00 -4.00 18.15.96 18.49.28 -2.67 •2.67 IB•85.95 19.15.95 19.65.95 C310 19.85.61 20.35.61 20.85.61 21.02.28 -2.67 -2.67 21.35.61 -4.00 -4.00 22>29.59 22.62.92 -2.67 -2.67 22.79.59 23-M59 23.79.59 CTH FF>COULEE ROAD SUPERELEVATION TABLE CURVE BEGIN 0% REVERSE LEFT RIGHT BEG. FULL LEFT RIGHT END FULL LEFT RIGHT REVERSE 0% END NUMBER TRANSITION SUPER CROWN PC RATE RATE SUPER RATE RATE SUPER PTRATE RATE CROWN SUPER TRANSITION C120 23.74.33 24.19.33 24.61.70 25.02.66 -3.93 -3.93 25.44.33 -5.90 •5.90 28.08.29 28.49.96 -3.93 •3.93 28.90.92 29.37.29 29.78.29 C309 31.20.20 31.57.70 31.-93.10 32.24.37 •3.77 -3.77 32.57.70 •5.65 -5.65 36.41.37 36-74.71. -3.77 -3.77 37.05.97 37.41.37 37.78.87 PC307 39.66.89 40.11.89 40.54.29 40.95.22 -3.93 -3.93 41.36.89 -5.90 •5,90 43.82.00 44.23,67 -3.93 -3.93 44.64.63 45.07.00 45.52.00 FRONTAGE ROAD 4 SUPERELEVATION TABLE CURVE BEGIN 0% REVERSE. LEFT RIGHT BEG. FULL LEFT RIGHT END FULL LEFT RIGHT REVERSE OX END NUMBER TRANSITION SUPER CROWN PC RATE RATE SUPER RATE RATE SUPER PT RATE RATE CROWN SUPER TRANSITION C379 70.52.55 71.29.13 72.05.65 72.29.13 -2.61 -2.61. 72.79.13 -3.92 •3.92 75.32.15 75.82.15 -2.61 -2.61 76.05.64 76.82.15 77.58.74 • CURVE BEGIN 0% REVERSE LEFT RIGHT BEG. FULL LEFT RIGHT END FULL LEFT RIGHT REVERSE 0% END NUMBER TRANSITION SUPER CROWN PC RATE RATE SUPER RATE RATE. SUPER PT RATE RATE CROWN SUPER TRANSITION C392 29.83.81 30.68,81 31.52.14 31.52.14 -2.00 -2.00 31.93.81 -3.00 -3.00 34.52.32 34.93.9B -2.00 -2.00 34.93.98 35.77.32 36.62,32 C458 37.03.65 37.88.65 38.71.99 38.71.99 -2.00 -2.00 39.13.65 -3.00 -3.00 42.42.16 42.83.82 -2.00 -2.00 42.83.82 43-67.16 44.26.43' C457 44-26.43` 44.68.32 45.29.29 45.51.65 •2.73 -2.73 45.93.32 •4.10 -4.10 4T•48.98 47.90.65 -2.93 -2.93 48-23.76 48.94.99 C363 48.94.99 49.66.21 50•I7.03 -3.43 -3.43 50.58.80 -4.60 •4.60 52.01.66 52.43.33 -3.07 -3.07 52.72.31 53.26.66 53.81.66 Nu.bI,. anttl ND: 7200-04.71 SUPERELEVATION TRANSITION TABLE ST. CROIX Fa E NAMI wp WDs TZa 40G.SEYSLN WISDOTSCADDS SHEET 42 10' I OR LE!!L,��' OVER 10 15-1 OR LESS OVER SEED, & MULCH. LIMITS FERTILIZE, SEED. & MULCH, LIMITS Ill —& VAR. Il* & VARY 2.91 n ZV. SHOWN OVER 10' 0 G:i PROFILE .8 .04A 42 A. Iv MIN. A.1 % % CRUSHED ACC. BASE 1— 3- ASPHALTIC CONCRETE PAV'T_ MV A- SALVAGED TOPSOIL COURSE 6HLDS0 SEED. FERTILIZE. 4' SALVAGED TOPSOIL 8" CRUSHED AGGREGATE AND MULCH SEED, FERTILIZE, BASE COURSE AM MULCH TYPICAL SECT70N RADIO RD. (NORTH) 1 -50 - 24.00 GLOVER RD. .-')-00 - 23.00 COULEE RD. 5-50 - 45.00 TOWER RD. )-CO - 52.00 FRONTAGE RD. 4 ).00 - 7T-50 A MULCH LIMITS FERTILIZE. SEED. A MULCH, LIMITS m CLEAR ZONE* 3 3' 12' & VAR. 12' A VAR. 31 702/ ELEV. SHOWN 1.01 ON PROFILE A 1 G:I CRUSHED ArG. BASE 31/,- ASPHALTIC CONCRETE FWT- MV 4' SALVAGED TOPSOIL COURSE (SHLOS.) 4 SEED. FERTILIZE. SALVAGED TOPSOIL 9' CRUSHED AGGREGATE AND MULCH SEED, FERTILIZE. BASE COURSE AM MULCH TYPICAL SECTION 18° RADIO RD, (SOUTH) RADIO RD. (SOUTH) 10.00 - 14.00 15' OR LESS nGT NAP$ TZOOTYAdJ WISDOT/CADDS SHEET 42 mk—TE—lt —,,a FERTILIZE, SEED. & MULCH, LIMITS FERTILIZE. SEED. & MULCH, LIMITS is, 2 91 6. 127'& VAR. 12, & VAR� 61 2.9' 8° SRO 0. 4"H - ELEV. WN MR 10' ON PROFILE 0.61 .021/1- 04% X. 10, MIN. 10, OR LESS OVER 10' S 4 CRUSHED ADS. BASE 3* ASPHALTIC CONCRETE PAN'T— MV 4" SALVAGED TOPSOIL COURSE (SHLDS. P SEED. FERTILIZE. 4- SALVAGED TOPSOIL 8" CRUSHED AGGREGATE AND MULCH SEED, FERTILIZE. BASE COURSE AND MULCH TYPICAL SECTION HIGH RIDGE RD. STA. 15.00 31.91 FERTILIZE. SEED. & MULCH, LIMITS FERTILIZE. SEED. & WULCH- LIM_ITS 15' 2.91 7' 12' & VAR 12, 7- .91 a, ELEV. SHOWN OVER 1OW' ON PROFILE 0.61, A/ 0211, .04v, 10 --------------- 10' OR LESS OVER 10' ^s~ ED AGG BASE 3- ASPHALTIC CONCRETE PWT— LV 4" SALVAGED TOPSOIL COURSE (SHLBS.) SEED, FERTILIZE, 4- SALVAGED TOPSOIL 8- CRUSHED AGGREGATE AND MULCH SEED. FERTILIZE, BASE COURSE AND MULCH TYPICAL SECTION FRONTAGE ROAD I STA. 31.50 - 37.00 FRONTAGE ROAD I STA. 47.00 - 51-96 FRONTAGE ROAD 2 STA. 2D-00 - 25.00 FRONTAGE ROAD 3 STA. 40.24 - 46.61 FERTILIZE, SEED. A MULM LIMITS FERTILIZE. SEED. & MULCH, LIMITS- 15. CLEAR ZONE - 3 31 61 F12' &,�VAN. 12, & VAR, 61 3.31 a. OVER 15' ELE:V. SHOWN — 0.7' ON T. � 02V /�02z O�T' — —04 42Z 'A AN z )74 41 6:1 A,1 15`OR LESS 41 is, OR LESS OVER 15" CRUSHED G BASE ASPHALTIC CONCRETE PA `T— WV 4® SALVAGED TOPSOIL COURSE f ;S.l SEED„ FERTILIZE, 4' SALVAGED TOPSOIL 7�9,CRUr/H�F�D ASPHALTIC AM MULCH SEED" FERTILIZE. BASE COUTrK AND MULCH TYPICAL SECTION • 30CTH FF CTH RE STA. 24.00 - 29.00 P QT NAMES 72=Ty3J ftov NAMED72Q `5W 7-Tr77 WISDOT/CADDS SHEET 42 'AVEMENT MARKING. 4 INCH. EPDXY OFHITEb PAVEMENT MARKING. 4 INCH. EPDXY tYELLOWI ME. IAVEMENT MARKING. 4 INCH- EPDXY TYPICAL MEDIAN CROSSOVER FOR ENTRANCES (WHITE) FRENCH DRAIN DETA STA. 545tO 0 STA. 60200 30, EXISTING TOPSOIL / NATURAL ANGLE OF POSE MAX I'l SLOPE / /REP EXISTING SAND REMOVE TOPSOIL; REPLACE WITH CLEAN. NATIVE SAND A * SAND FROM CUT AREA AS SELECTED BY THE ENGINEER EXCAVATION OF FRENCH DRAIN To NO ADDITIONAL COMPENSATIONS BE PAID FOR AS COMMON EXCAVATIOMTO CONTRACTOR FOR FILL. rrillljlol� MARKING, 4 INCH. EPDXY WHITE, SKIP DASH) Lal-H-15 PAVEMENT MARKING, 4 INCH, EPDXY F (WHITEI — — — — — — — — — — — — — — — — — — — — — — — — — — — —_PAVEMENT MANKIND, 4 INCH, EPDXY (YELLOW1LOW I 211 AOM FACES SNAL.L W V V Ess MICH QWPA IS IN MEAR ZCRC. LwW "I SLOE FACES 9AXLO mv. --------------- m 2 EXCAVATION TO M PATD FOR AS M 3 DITCH 04CA TO HE PAID FOR AS -T� MR V WISDOT/CADDS SHEET 42 DIRECTION OF FLOW� SOD r ROUNDING AX FLOnLIN[OFDITCH EXISTING —~--~~--- ��Y�TUP5O|L./ "=° � \ -~-�_��-~�~_���___�� WIDTH urso \-_s�a,s. ---~-~---------- � uwns{ PLAN VIEW / VAR. ADJUST TO FIT FIELD COm0T|0w5 TYPICAL DITCH DAM ^ r/wsxco suenn^os 80, ELEVATION QOLI TAPER) E.B.S. GROUND LINE PROFILE VIEW DETAIL ~ LOCATIONS WHERE NEW S"T^H"]G (NB) ALIGNMENT DEPARTS FROM OR CONNECTS TO OLD S"T"R^35 ALIGNMENT. ALSO WHERE NEW I.T^H.35 ALIGNMENT CROSSES EXISTING 5.T.H^3S ALIGNMENT. EmulD9411F. ww*x � .DESS�" mtavw e-~-----^- w� SOD OR EROSION MAT DETAIL FOR DITCHES � c--'EXISTING 5^T��35 EBS - DITCHES INSIDE I:13COPE OF NEW ROADWAY PROPOSED ��35 DETAIL DITCH E.B.S. EXCAVATION mBE PAID FOR mCOW40N EXCAVATION 8/\CK%LOPE BLANKET DRAIN DETAIL STA. 4z,^5o^Tom*^xo^ DIRECTION OF FLOW DIRECTION - DIRECTION OF FLOW OF FLOW SOD DETAILS FOR MEDIAN INLETS SOD 31TYP. G STATIONENDING STATIONLOIN=By THE ENGINEER AS DIRECTED BY THE ENGPNEER SUBGRADE EXCAVATION 5 BACKFPLLf` �'/f"/„r PROFILE VIEW OF SUBGRADE EXCAVATION AND BACKFILL EXCAVATION BELOW SUBGRADE SHALL BE CONSTRUCTED ACCORDING TO THIS DETAIL AT LOCATIONS SHOWN ON PROFILE AND CROSS SECTION SUBGRADE WIDTH TYPICAL SECTION SHOWING SUBGRADE EXCAVATION & BACKFILL BACKFILL SHALL BE SELECT MATERIAL FROM ROADWAY EXCAVATION EXISTING GROUND FlNPSHED FLAN CRADE SUBGRADI00'-FILL !LrMERCUT 4• BELOW PLAN GRADEBCKFILL MATERIAL SHOULD BE THE SAME SOtt. AS THAT USED IN THE ADJACENT FILL SUBGRADE UNDERCUTTING AT CUT -TO -FILL TRANSITION SOD DISCH. APRON kAUGt kRGk:De..T2pp0<00:T2pODET0t6..D4N WISOOT/CAOD5 5k EET 4Z ml ENTRANCE DETAIL TOWER ROAD AND EXISTING STH 35 AMERITECH TELEPHONE HUT PLOT NAMEZENTDETAM1"J ENTRANCE DETAIL STA. 325-00 LEFT & RIGHT STATE PROJECT NUMBER ISHEET NO 7200-04-71 ENTRANCE DETMLS WISDOT/CADDS SHEET 42 I 5 DISCHARGE 4' 99/6" s 32' 39Y6" 2' 10 /I6N "H" (FT.), "L_ 4 > 5''7' _ 3 S'- > SO'-l2 6 "H" is MAX. WIN WALL HEIGHT. 15% 1, g' lz - NO. 5 BARS - N0. 4 BARS AT 1'-6" CENTERS NO. 4 BARS AT 17-0" CENTERS (MIN. ) "\\ \\9„AV 601, 190, y a r I" FILLET .� a n u ;— u CONSTRUCTION 3" JOINT CONSTRUCTION JOINT SECTION THROUGH WINGWALLS \0.4 BARS CTRS T GENERAL NOTES DETAILS OF CONSTRUCTION, MATERIALS, AND WORKMANSHIP NOT SHOWN ON THIS K DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD G `= SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS. c ^ u � m ALL STEEL REINFORCEMENT AND WELDED STEEL. SHALL BE .a EMBEDDED 2 INCHES CLEAR UNLESS OTHERWISE NOTED. a N r n K THE ALTERNATE CUTOFF WALL MAY BE USED IN LIEU OF THE CAST -IN -PLACE CONCRETE CUTOFF WALLS. PAYMENT SHALL BE �T BASED ON CONCRETE CUTOFF WALLS. < 12 s w n � a FIE NiMf: NRGMO6 T2000•pQ:T2QQ4EYpt. R1 l m 2'6" 2`6" G'i PROJECT NUMBER 7200-04-71 CONCRETE ENDWALL DETAILS 3.-_'j CLEAR (._.14-_311 6" ,52`,• �il 60" 60„ s 60„ ?>,•p RCCP RCCP RCCP PLAN VIEW — _. = — — . - ii i•0.. 4.5" ..__ 4 0" TY 1' 0" , r- B 32' 39/16 INLET APRON--\ c REINFORCEMENT ROADWAY m SECTION A -A HIM Z. i 6 NO,4 STEEL REINFORCED 6 3" LLtAM _..{ _3„ BANG SPACED AT 12" C-C �--BOTw Waxs +-" SPLICE BARS AS SHOWN 6" 6„ 'L�' 60" }}{}. 60" 60" ,a (BEVEL 2" 0., -.-t RCCP !. ftCCP RCEP 4.5" �3'0' OPTIONAL--"( NO.4 BARS SHEET PILING—_— PAYMENT BASED CONST. JOINT AT 1'-0" MIN, WEB THICKNESS ON CONCRETE 7' 6" A, CUTOFF WALL. eur OFF WALL--� INLET ALTERNATE SECTION B-B 1 0 SECTION B-B ALTERNATE CUTOFF WALL WISDOT/CADDS SHEET 42 5 SEPARATE r LEAD-[N FOR OPWA A+ DIRECTION OF TRAFFIC TRAFFIC COUNTER LOOP DETECTOR INSTALLATION (LOOP LAYOUT TYPICAL FOR EACH DIRECTION) STA.475+20 HEAVY DUTY MANHOLE FRAME AND COVER. - FOR OTHER DETAILS OF FULL BOX SEE STANDARD DETAIL DRAWING ELSEWHERE IN THE PLAN CUT OPENINGS AS REOUIRED IN FIELD.(SEE GENERAL NOTE' 92KA r KOHL PVC IM (BRAIN TO PULL BOX) 4 TO 8 BRICKS EDUALLY SPACED 2 FREE DRAINING MATERIAL (ROCK OR CRUSHED ACCj 24 X 36-INCH PULL BOX DETAIL (SEE S.D.D. FOR ADDITIONAL INFORMATION) __OONATuT MUSY BE CAPPED PROVIDE FULL WIRE IN FLUSH WITH PAWT,SURFACE CONDUIT $0 PIEZO SENSOR CAN BE 04STALLED BY D.R.T. PERSONNEL AFTER COMPLETION OF ALL CONDUIT ViSTALLATICY4 PZZO SENSOR -/ PULL BGX--\ , 30, ME ml TYPICAL PIEZO WHEEL SENSOR CONDUIT INSTALLATION (CROSS SECTION) ITEM CESCRIPDON QUANTITY PULL BOXES.2036 04CH 2 EA. 7 LOOP DETECTOR CONDUIT, INCH 753 L.F. r PVC CC BUT 40 1460 L.F. M A LOOP DETECTOR WIRE TO PULL B 0, 0,R7g ME, LOOP DETECTOR LEAD IN CABLE 476 L.F. PVC MAY BE HEATED AND TO PULL BOX 3' NONMETALLIC CONDUIT ITS L.F, DENT TO DESIRED ANGLE. JUNCTION BOXES. 8' A S' X S' a EA„ - (PITCH TO DRAM) THESE CUANTITTES ARE INCLUDED ON PASC.OUANTUY SHEET. LEAD-IN CONDUIT THROUGH PAVEMENT 12­CONC. PULL BOX —24' X 36' PULL 12-CONC PULL BOX PAVEMENT BOX REOPO MILL) PAVEMENTOP�T Z'PVC CONDUIT REDD DIVIDED HIGHWAY INSTALLATION ATE PROJECT NUMBER 7200-04-71 TRAFFIC COUNTER DETAILS m ST. CROIX COUNTY GENERAL NOTES ANTI-SIEZE LUBITCATING MATEE14.LEAD-PLATE,CR APPROVED ECUAL.SHAUL BE USED ON ALL EMT THREADS BEFORE INSTALLATION. ALL LOOPS SHOULD HAVE THE 1XIM2ER OF TURNS INDICATED ON THE DETAI.LOOP WINE SHALL BE 00.12 ARC TYPE USE,RHW.r6H MTN XLP INSLAATIMSTRANCED COPPER LOOP LEAD RFE FROM THE LOCH TO PILL BOX SMALL BE TWISTED AT LEAST 3 TURNS PER FOOT REDGRE INSTALLATION. IF LOOP WIRE IS NOT INSTALLED BEFORE LOOP DUCT rS PUT IN PLACE. A NO. 12 GALVAYTZED PULL WRE SHALL BE INSTALLED IN THE CONDUIT, EACH LOOP CIRCUIT SHALL BE CONTNUOUS TO THE PLLL BOX, WITHOUT SnOES AND FREE FROU GROUNDS. TK RESISTANCE TO GROUND AND BETWEEN AWICENT LOOPS SHALL BE ?HFINTT AS DETERMZNEO, WITH A tEGGER, THE TWO SVOLE CONDUCTOR LOOP WINES SMALL BE TWISTED TOGETHER AT A RATE OF 3 TWISTS PER FOOT FROM THE JJNCTXM BOX TO THE PLIUL BOX OR ITS CCAKCT!CN WITH LOOP LEAD-N CABLE AT PULL BOY. THESE TWISTED ENGLE CONDUCTOR PARS SHALL BE INSTALLED 14 WELL CRAYFD, PVC GORDON. ALL LOOP INSTALLATIONS SHALL HAVE THE r SCHEDULE 40 PVC PITCHED 70 CIM-4 70 TIE PULL BOX. ENTRANCE HOLES INTO FULL BOXES SMALL BE CUT WITH A CIRCULAR HOLE SAW OR HYDRAULIC CONDUIT PUNCH. HOLE SIZE SHALL BE THE OUTSIDE DIAMETER OF THE CONDUIT OR DUCT THAT IS TO FIT IN THE' OPENING. PLUS NO MORE THAN V4-NCH, IF A SPLICE TO THE LEAD-N WIRE CANNOT BE MADE THE DAY THAT THE WIRE IS NSTALLM THE WIRE ENDS SHALL BE SEALED MTN TAR OR SCOTCMXOTE TO KEEP WATER OUT OF THE INSULATING JACKET OF THE WIRE. TWO C94OMTM NIL I' AWC, SHIELDED CABLE SHALL BE USED FROM THE SPLICE CONNECTION AT THE PULL BOX. IT THE DISTANCE FROM THE PAVEMENT EDGE TO THE PULL BOX IS LESS THAN 75 FEET. The LOOP LEAD WINES MAY BE BROUGHT DIRECTLY TO THE POLL BOX WITHOUT A SPLICE. HOWEVER, THE S14CLE CONDUCTOR LDOP WINES SHALL BE TWISTED AT LEAST 3 TOM PER FOOT FROM THE JUNCTION BOX TO THE PULL BM PROVIDE PILL WIPE IN CONDUIT SO PIZO SENSOR CAN BE INSTALLED AT A LATER DATE BY DOT PERSONNEL> THE LEAD -at CABLES SHALL BE 21C - NO. 2 C19 A 251. 0.037 POLYETHYLENE. BLACK AND CLEAR COLOR CODES,CABLED WITH IX NO.13 AVG STRANDED UNNED COPPER LOAN FITT-ALUMOILIJ POLYESTER SHIELD. M400 CHRONIC VINYL JACKET AS MANUFACTURED BY BELDEN INK487114OR 2/C - N,0.12 - 7 X BARE COPPE14(4047 XLP.PRNTED COLOR CODE.CALLED WIPf IX N0.16 - 7X TO.-IED COPPER CRAY! IRE. ALIARNUU MOLAR TAPE.0047 PVC JACKET AS MANUFACTILTED BY OKCATE.OP APPROVED EQUAL SHALL BE USED. THE CONDUCTOR SHALL BE POLYETHYLENE INSULATES. DETECTOR LEADS SHALL K IDENTIFIED MIN THEIR ASSOCIATED LOOP BY USE CF WATERPROOF TAGS N THE. PULL BOX NO CAE%TT. A COMPLETE 'AS BUT' WRING DIAGRAM SHOW14 LOOPS.CONNECTaNS, AT LEAD-INS,SMALL RE PROVIDED TO TIE ENCFEER UPON COMPLETION OF THE LOOP WING INSTALLATION. TO AVOID IMPROPER OPERATION OF DETECTOR AMPLFEPS.LEAD•N CABLES AND LOOP LEAD,N WIRES SMALL BE CUT TO THE SHORTEST POSSIBLE LENGTH TO ELUTIATE ADDITIONAL LOOPS IN CABINETS OR PULL BOXES CAUSED BY FOLDING OR 'LOOPW OF THE EXCESS WRE. DRAW SNAPS FOR CONCLAT,14CLUDING ALL LABO14FITTINGS AND MATERIALS SHALL BE INCIDENTAL TO THE INSTALLED L74T COST OF THE CONDUIT, o. rc r c u 0 APPROXIMATE CONTOURS FOR WASTE MATERIALS AT HIGH RIDGE ROAD, APPROXIMATE WASTE NOT INCLUDED IN EARTHWORK QUANTITIES 210,000 YD3 A TYPICAL SECTION FILL VARIABLE WIDTH EXISTING GROUNDLINE WASTE (MATERIAL SUITABLE FOR FILL) STATE PROJECT NUMBER SHEET NO. 7200-04-71 zat, WASTE AREA HIGH RIDGE ROAD STH 35 ST. CROIX 1`� Ili �� I � I i � i��. r-'" ��� t ki IY- lJ Ld ,SCALE or/ � 200 30o 4 MA 7?nD040n[ HTGHC0N.DGN STATE PROJECT NUMBER $HEET NO� T200-04-T- INTERSECTION DETAILS SIR 35 RADIO ROAD ST. CROIX 9AS 94630 944,49 941,65 BE. V'7-.a 945°4 1&6.2Z 9A6 0 941.66 141 S4, 941.3 46,76 -1P A: 94T.38 948.51 948.63 949.76 948.98 949.01 949.13 949.26 947�33 6 ' 9 7.22 947 63 9 8.01 948.13 948. 6 20' 948.38 20' 0' 947,21 --+- 947.71 948�33 948�A 9 8.58 948,71 948,a3 948.96 949.08 949.21 1949,33 949.46 947� 3 94 .96 940 94 �21 941 �46 947.58 NORMAL PAVEMENT JOINTS .25 949.3 7 _50 NORMAL PAVEMENT JOINTS 94 .00 48.12 948. 5 48.37 948�50 948. 2 348.75 948.87 949.00 949.12 949.25 949.37 949,50 20' 20' 20' 20' 9 1.25 947,37 9 7.50 9 7162 9 7.75 9 7.8 17° 17' 17, 948.38 948.51 948.63 948.76 948,88 949°01 949.13 947.01 947.13 9 7.26 9 7.38 9 7.51 9 7. 3 9 7.7 12, 18, 15, W 3 5 20' 20 20� 20, 347 342 -25 - -50 .7 -25 - 5 94 ,50 �50 -75 949.12 9d9.25 - 5 0 949.37 949�SD -50 �T5 7.50 947.62" 947�, 94 .87 48�00 90�1 94 �25 948. 7 943.62 948.7 948. 7 �37 �147 �1�� - NORMAL PAVEMENT JOINTS NORMAL PAVEMENT JOINTS q, 948.71 948.H 949.71 949.33 949.46 947.21 947.33 947,46 947.58 947.7 947 83 47°96 948,08 943. 1 48,33 948 46 9 B. 8 94 1 8°96 - 949.08 20' 20' 19- 947.88 943. 1 4B,13 948.51 949.16 948.96 19, -948.76 � 947.01�947.13�9 T�26�9 7.35� 9 7.51 94743 94%76 `V IS 6p SAT r4 0.00.9 q I jj8 94T. 3 941 946-00 3 .25 90 , 2% SCALE 0 20 40 60 80 ---------- ----- STATE PROJECT NLAABER SHEET NO. T200-04-Tl INTFRSECTION DETA ER NT OAGE ROAD 1ILS STH 35 ST. CROIX ayd A. PCq8 952 OS 952 50 .27 95z. 28 35 952• S 9 9s 00 cl, 16' 953.80 953.7 95 .70 53. 9 53.49 95 .41 953.3 95 .28 0 953.22 953 19 953.15 953.13 18'16' 954.46 954.34 954.23 954.13 954.04 953.9 9 3.9 9�- 179 I 953%69 95 "1 .6 953,5 953.48 953.42 953,39 953,35 953.33 NORMAL PAVEMENT JOINTS - NORMAL PAVEMENT JOINTS 17' 17' j?, 19, 17 17' 17' 17, 17, 954.50 954,38 954.27 954.17 08 954. 1 9 3,9 953 88 953.8 95 So 953.7 953.76 953.75 953.76 953.77 953.89 ------ .77 9 3.7 953 70 9 3.69 953.71 953.72 wa 954.26 954.14 954.03 953.93 95 84 53.77 953.70 20� 9 3.6 953 59 I 1 1 3 1 20' iv, 19' 954.50 -25 -50 -75 95 .08 -25 0 �75 953 83 5 .50 .75 953.75 .25 -50 -75- 954.38 954.27 954.17 54.01 9 .94 9 3.8 9 .8 0 53.77 9 53.76 953.76 953.77 953.80 NORMAL PAVEMENT JOINTS - NORMAL PAVEMENT JOINTS 19, 19, 20' 20' 954.46 954.34 954-23 954.13 9 04 953.97 953 0 953. 953.90 953.93 953.95 954,00 954.04 954,11 954.17 954.23 SCALE 0 20 40 60 80 06-T2000400:RPTFRlJ)GN STATE PROJECT NUVBER SHEET NO. POINT - RAD, --- -- S7H 35 ------ OFFSET ----- NORTH ---- EAST 7200-04-71 NO. --- - FT. --- --- STATION ------- ------- DISTANCE -------- -------- COORDS ---------- ------ COORDS --- INTERSECTION DETAIL 50 373-75.903 12,000 LEFT N 401804.409 E 1280314.534 FRONTAGE ROAD 1 PC126 375-25.903 12.000 LEFT N 401940.630 E 1280251.733 STH 35 ST. CROIX CC126 10 375-25.903 22.000 LEFT N 401936.443 E 128 0242. 651 PC98 375-32.454 29.556 LEFT N 401939.229 E 12B0233.047 PAVEMENT MARKING, 4-INCH EPDXY (SKIP DASHD CC98 100 374-66.945 46.000 RICH N 401911.371 E 126 0329 J)89 PAVEMENT MARKING, 4-INCH EPDXY PT98 374-66.945 54.000 LEFT N 401869.504 E 1260238.275 PC20 376-62.026 0.000 N 402069.272 E 128 0205.639 PAVEMENT MARKING. CHANNELIZING. B-INCH, EPDXY CC20 PC19 100 376-62.026 375-96.517 100.000 LEFT 24.444 LEFT N N 402027.405 401999.547 E E 128 0114 .826 1280210.867 PAVEMENT MARKING, STOPLINE, 24-INCH EPDXY CC19 TO 376-03.068 32.000 LEFT N 402002.333 E 128 0201.263 A, PT19 376-03.068 42.000 LEFT N 401998.146 E 1280192.182 PT89 NON-METALLIC CONDUIT, SCHEDULE 40. 3-INCH 55 376-53.068 42.000 LEFT N 402043.553 E 1280171.246 �o 724 378-53.533 54.000 LEFT N 402220.067 E 1280076.425 "C5 b 161 374-24.593 80.000 LEFT N 401820.157 E 128 0232. 395 1Y 0 PULL BOX. STEEL 24"X36" PC56 375-11.260 90.000 LEFT N 401894.676 E 128 0187. 029 CC56 40 375.11.260 130.000 LEFT N 401877.929 E 1280150.703 SEE SDD "PAVEMENT MARKING (ISLANDS, STOPLINE & CROSSW4LKk" PC92 PT56 375-51.108 126.514 LEFT N 401915.576 E 1280137.186 FOR ISLAND PAVEMENT MARKING PC72 376,57.560 90.000 LEFT N 402027.536 E 1280125.777 CC72 60 376-57.560 150.000 LEFT N 402002.416 E 1280071.289 ALL RADII ARE TO EDGE OF PAVEMENT UNLESS NOTED. jp c t ------------ - --------------- - --- --------------- ---------------- rC891 f -,A WHITE POINT RAD. FRONTAGE RD.1 OFFSET NORTH EAST P NO. FT. STATION DISTANCE COORDS COORDS 3 '6 - - - - - - - - - ---- PC89 - ---- --------- 32-66.625 ---- ----- 22.000 - LEFT ----- - N -- ---------- 401901.534 ---- - E -- ---- ----- 1280098.078 PC87 CC89 CC87 - - - - - - -- - 35 CC89 75 31-66.625 53.000 RIGHT N 401972.121 E 1280072.733 CC72 - - - - - - PT89 32-86.066 11,365 LEFT N 401983.083 E 1289998.538 - - - - - - - PC92 33.16.085 12,000 LEFT N 402013.679 E 12B0003.059 - - - - - - - - - - - - - *CC92 288 32-95.184 300.000 LEFT N 402055.773 E E 1289718.151 0091. 565 CC56 PC87 31+57.747 22.000 RIGHT 72.000 RIGHT N N 401945.945 401993.004 E 128 1280074.668 P T 5 6r CC87 PC91 50 31-57.747 33-07.80B 12.000 RIGHT N 402001.674 E 128 0025.425 DOUBLE YELLOW CC91 312 32-95.184 300.000 LEFT N 402055.773 E 1289728.151 70, *POINT NOT SHOWN ON DRAWING t r CC20 PC56............ PC72 WHITE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 16 - - - - - - - - - - - - - - - - - - - - - WHITE PT98 7?4 PT19- - - - - - -- - - - - - - - - - - - - - - - - - - - ccig To, PC98 YELLOW Pci9 "'R' CC126 o YELLOW 50 P 126 - - - - - - - - - - ----------------------------------- -------- 375 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WHITE - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WHITE CC98 SCALE FHEE�R� 0 20 40 60 so D6_72000400:RPTFRI-2.DGN tr 1� 969-4-0-- lt� 960�26 960.26 960 ,46 16 .46 960.22 960.96 µ 9 0.9i 41 INTERSECTION DETAILS STH 35 FRONTAGE ROAD 1A ST. CROIX 2.45 962.63 962.76 962.88 963.01 963.14 963.26 ----------- ------- f -------- j-- 960.92 960.84 960.47 966.66 966.88 961.10 96d.23 961.45 9 1.62 961.82 961.96 6�. 4 96 .37 962�48 962�65 962,83 -962.96 963.08 963.21 963,34 963.46 NORMAL PAVEMENT JOINTS 20' 20' 20, 20' NORMAL PAVEMENT JOINTS 961.00 961.12 961.25 961.38 961.50 961.62 96 .75 Ba 962.00 96 2 96Z.2E 62. 8 962.50 962.62 962.75 962>88 963.00 963.12 963.25 963.38 963.50 62, 4 '6 37 2 ' 4 8 96 2", 2 0 ' 962 .50 962 6 2 9r, 2 .6 7 5 961.05 961.21 96j.38 961.51 961,64 961.76 61.88 96,.01 9 2.11 962 26 95 961.00 -,25 -50 -'75 -25 "50 75 2XG 25 96 .50 9 50 ;62. 25 7 a 62.75 963.12 963.25 463,38 961.12 961.25 961.38 961 62 961 75 961 sa --t7o -�62: L.3 961 50 Z5 NORMAL PAVEMENT JOINTS 20, 2n, lz 111, NORMAL PAVEMENT JOINTS 961.78 961.90 962.03 962.10 962.12 962.14 962.21 962.29 962.35 962.62 962.47 962,57 962.64 962.70 962.78 962.85 962.96 963.08 963.21 963.34 963.46 -p-- PAVEMENT MARKING, 4-INCH EPDXY (SKIP DASH) - - - - PAVEMENT MARKING, 4-INCH EPDXY PAVEMENT MARKING, CHANNELIZING. B-INCH„ EPDXY PAVEMENT MARKING. STOPLINE, 24-INCH EPDXY - - - NON-METALLIC CONDUIT, SCHEDULE 40, 3-INCH 0 PULL BOX, STEEL 24'"X36" SEE SOD "PAVEMENT MARKING (ISLANDS. STOPLINE. 6 CROSSWALK)"' FOR ISLAND PAVEMENT MARKING ALL RADII ARE TO EDGE OF PAVEMENT UNLESS NOTED. PC99 1a ,� DOUBLE YELLOW- r PC108 n ®�a a PC103 _ r ...PC�.O ^."" YELLOW --` WHITE - / � CQ99 �bCC108 CC97 0, p V Pi105 ) ,PT 10 PC97 _. PT150 5 PC1501R__________C1::::::15' C YELLOW 39 PT139 ~ a C193PC152 _,-.________________ 395 WHITE- (ZUU'UR®(1 INTERSECTION DETAIL FRONTAGE ROAD 1A SIN 35 ------------------ POINT PAD. ..m.__________m_. STH 35 ------- OFFSET __________..__-______«______-._.. NORTH EAST NO. FT, STATION DISTANCE. COORDS COORDS .------------------------------- PC152 393a65.896 12.000 ...___..-____,__-.._-__-._____a_-________-- LEFT N 403502.790 E 1279299.103 PC139 395.16.018 12.000 LEFT N 403616.271 E 1279201.013 CC139 15 395.16.01B 27.000 LEFT N 403606.440 E 1279189.684 PT139 395.31.018 27.000 LEFT N 403617.76B E 1279179.652 PC150 395�31.018 44.000 LEFT N 403606.626 E 1279167.013 CC150 10 395.21,01.8 44.000 LEFT N 403599.073 E 1279173.566 PT150 395.21.018 54.000 LEFT N 403592.519 E 1279166.015 PC221 396.41.B1B 0.000 N 403719.146 E 1279127.621 CC221 60 396.41.818 60.000 LEFT N 403679„819 E 1279082.307 PC222 395.88,752 32.000 LEFT N 403658.094 E 1279138,235 CC222 15 396.02.018 39.000 LEFT N 403663.525 E 1279124,253 PT222 396.02.018 54.000 LEFT N 403653.694 E 1279112.924 PC93 395.81.01B 150.000 LEFT N 403574.911 E 1279054.185 CC93 60 396.41.018 150.000 LEFT N 403620.225 E 1279014,859 PT93 396^41.018 90.000 LEFT N 403659.552 E 1279060.173 192 398.41.018 90.000 LEFT N 403810.601 E 1276929.084 PC97 395.37.018 130.000 LEFT N 403554.789 E 1279098.130 CC97 40 394-97.018 130.000 LEFT N 403524.579 E 1279124.348 1 PT97 394.97.018 90.000 LEFT N 403550.797 E 1279154.557 t 186 394.09.886 80.000 LEFT N 403491.687 E 1279219.073 PC93 CC93 92 _P_T.222___/------------------------------------------------ . 15"R. CC222 PC222 ¢; YELLOW PC221 /° _____ I ______ I ----------- - ______.____________.____________________-_____-_._____________________,__________,____, WHITE ---- ..---- _-------- «---- ___.. _.. ---- POINT RA€i FRONTAGE RD.l OFFSET NORTH EAST NO. FT. STATION DISTANCE COORDS COORDS -_.------------------- _-------------------- .._-.. __---------- .__-_______ PC103 48.42.132 12.00 LEFT N 403319.578 E 1 9260.261 `CC103 268 48.42.132 300.00 LEFT N 403165.737 E 1 9016.793 PC99 50.71.009 12.22 LEFT N 403445,431 E 1 9085.461 CC99 75 51^86.620 52.89 RIGHT N 403518.267 E 1 9103.344 PC107 48.42<132 12.00 RIGHT N 403332.398 E 1 9260.550 -CC107 312 48-42.132 300.00 LEFT N 403165.737 E 1 9016.793 PC108 50.53.775 12.00 RIGHT N 403463.636 E 1 9109.529 CC108 50 50.53.775 62.00 RIGHT N 403511.376 E 1 9124.391 PT108 52-07.015 22.00 RIGHT N 403549.138 E 1 9091.619 'POINT NOT SHOWN ON DRAWING SCALE 0 20 40 60... _.80 Q6_20 ..__....._720 PP4p0:RPT FRI A2.OGN JW zo Cl cr 11 5-28-98 JDB rPtglod.l POINT RAD. ---------- STH 35 --------------------------- OFFSET NORTH ------- EAST NO. FT. STATION DISTANCE COORDS I -------- COORDS - ----------- -------- PCI62 ---------------- 411-51.210 --- -------------------- 12.000 LEFT N 4()4854,383 E 1278132.100 PC161 413.00.740 12.000 LEFT N 404973.948 E 1278041.538 CCIGI 10 413-00.740 22.000 LEFT N 404968.067 E 1278033.450 PC141 413-07.382 29,611 LEFT N 404968.845 E 1278023„4BO CC141 100 412-41 . 593 46.000 RIGHT N 404961.061 E 1278123,177 PT141 412,41.593 54,000 LEFT N 404901.009 E 1278043.216 PC22 414^35.265 0.000 N 405091.180 E 1277974.066 CC22 100 414-35.265 100.000 LEFT N 405035.258 E 1277391.165 PC27 413-70.740 24.500 LEFT N 405023.953 E 1277990.524 COST 10 413. 77.306 32.000 LEFT N 405025.084 E 1277980.588 PT27 413.77.306 42.000 LEFT N 405019.366 E 1277972.383 PT50 415-25.674 42,000 LEFT N 405144.066 E 1277889.034 PC64 413*71.726 155.719 LEFT N 404949.587 E 1277882.407 CC64 60 414-29.156 150.000 LEFT N 405002.036 E 1277853.269 PT64 414-29.256 90,000 LEFT N 405035.669 E 1277902.956 PT67 416.24.552 90.000 LEFT N 405204.088 E 1277795.131 PC33 413^14.706 144,154 LEFT N 404907.970 E 1277926.149 CC33 60 412,57.205 150.000 LEFT N 404856.352 E 1277956.737 PT33 412.57.205 SO .000 LEFT N 404892.187 E 1278004.860 755 412-72.317 80,000 LEFT N 404829.229 E 1278065.410 752 415-13.481 26.000 RIGHT N 405170.562 E 1277952.840 PC195 414-26.221 36,000 RIGHT N 405103.892 E 1278008.930_ 755 ---------- WHITE WHITE CC33 ,Q203 PC170V Q. 16 ig F PT14111 ----------------- ------------ 11 YELLOW ei ------ - - - - - - - - - p/tI871 WHITE --------------------------- ---------------------------- CC14111 POINT RAD. GLOVER ROAD OFFSET NORTH EAST NO. FT. STATION DISTANCE COORDS COORDS ------------- --------------------- ------- PC191 21-02.280 33.447 LEFT N 405091.206 E 1278101.103 CC191 316,79 20-68„101 2B2.492 RIGHT N 404802.840 E 1278232.252 Poll 21-16.299 22.418 RIGHT N 405049.457 E 1278140.855 Coll 283 .27 22-81 .255 243.258 RIGHT N 404658.705 E 1278283.641 Fri PTII 22-05„384 11.000 RIGHT N 405087.242 E 1278216.224 PC192 20-89.18B 35,018 LEFT N 405085.883 E 1278089,039 CC192 40 20093.954 74.733 LEFT N 405122.480 E 1278072.893 PT192 21-27.131 78.371 LEFT N 405144.787 E 1278106.094 PC193 21-79.282 24.182 LEFT N 405115.695 E 1278182.487 C C 1 8 7 -CC193 40 21-82.819 63.974 LEFT N 405155.198 E 1278176.203 PT193 21-50.889 52.822 LEFT N 405132.891 E 1278143.002 ccil - --------- POINT -------------------------------------- RAD. SIH 35 OFFSET ------------------- NORTH EAST NO, FT. STATION DISTANCE COORDS COORDS ------ -------------- PC526 ------ 413-45.851 ---------- 73.379 --------- RIGHT N ---------- 405060.095 E 1278084.787 CC526 2 „O 413-47.883 73.543 RIGHT N 405061.815 E 1278083.768 PC203 413-29.466 129,590 LEFT N 404928.885 E 1277929.054 CC203 80 412-53.692 146.000 LEFT N 404855.984 E 1277962.000 PC170 413-05.633 86.352 LEFT N 404934.272 E 1277978.461 CC170 2.5413.07.275 84.500 LEFT N 404936.719 E 1277978.976 PT170 413-07.872 82.076 LEFT N 404938.635 E 1277980.581 PC538 413-28.173 87.361 LEFT N 404952.386 E 1277964.165 CC538 2 .5 413-27.564 89.782 LEFT N 404950.469 E 1277962.560 PT538 413-29.998 89.566 LEFT N 404952.620 E 1277961 286 PC539 413-33.291 129.029 LEFT N 404932.428 E 1277927:211 CC539 2,0 413,31.364 129.200 LEFT N 404930.708 E 1277928.230 a lim STATE PROJECT NUMBER I SHEET NO. 7200-04-71 DOUBLE YELLOW INTERSECTION DETAIL GLOVER ROAD LfPC33 SIR 35 ST. CROIX ----------- ------------------------------- ------- ------- C64 POINT BAD. SIR 35 OFFSET NORTH EAST ND. FT. STATION DISTANCE COORDS COORDS CC- -------------------------------------- ------------------------------- f , � I " F- CC195 60 414-26.221 96.000 RIGHT N 40513T.563 E 1278058.591 f - PT195 413-64.854 91.869 RIGHT N 405085.945 E 127BOB9.179 pCisP 410-41 .040 36.000 RIGHT N 404795.407 E 1278239.596 PC187 412^42.943 36.000 RIGHT N 404956,125 E 1278114.378 C C 5 9 t CC187 60 412-42.943 96.000 RIGHT N 404992.139 E 1278162.366 r PC 9 o PT187 PC155 413^04.162 413-49.866 102.688 74.013 RIGHT RIGHT N 405044.086 N 405063,674 E E 1278132,342 1278083.028 CC155 go 414,29.551 92.000 RIGHT N 405138.008 E 1278053.458 PC156 413-75.328 32.375 RIGHT N 405060.281 E 1278034.525 0 CC156 2.5 413-73.661 30.500 RIGHT N 405057.852 E 1278033.934 F PT156 413-73.148 28.052 RIGHT N 405056.033 E 1278032.218 CC22 POSIT 413-51.064 32.542 RIGHT N 405040.689 E 1278048.489 CC511 2®5 413-51563 34992 RIGHT N 405042508 E 127805204 PT5 8 T 6 4 PT511 413<49.048 34.792 RIGHT N 405040.357 E 12780510.479 17aeelFT 18 PC5 8 - - - - - -- - - - - - 7 - - - - - PT67 Ci - - - - - - - - - - - - WHITE P-T2 7 --- -P-T50 ------------------------ PC141 CC27II 10'R 161 PC 2 7 161 7 YELLOW fl fC EI3 SFPM �ZIC 15 6 11 IT j ICC5:� Fo tP 52 P 6 C 2 Pcil tQr 1 .1.0 1 PC3l0 It M t IS WHITE t c' t PT11 PC193 r z � lifiamwAmam PC22 415 ---- --------- ----------- -------------- -752 PC ----------- 1:la5� WHITE PAVEMENT MARKING. 4-INCH EPDXY (SKIP DASH) PAVEMENT MARKING. 4-INCH EPDXY PAVEMENT MARKING, CHANNELIZING, 8-INCH, EPDXY PAVEMENT MARKING, SIDELINE, 24-INCH EPDXY NON-METALLIC CONDUIT, SCHEDULE 40, 3-INCH CC155 0 PULL BOX, STEEL 24"X36" CC192 CC195 so-= . POINT NOT SHOWN ON DRAWING SEE SDD "PAVEMENT MARKING (ISLANDS, STOPLINE & CROSSWALK)" FOR ISLAND PAVEMENT MARKING ALL RADII ARE TO EDGE OF PAVEMENT UNLESS NOTED. SCALE RIM 0 20 40 60 80 06-72000400:RPIGLO-2.DGN C192 CC192 U. 42 >`L..7Cj X �' Pq PT192 2 21 PT193 0 PC193 CC193 F CC522 4 .p PC522 964.78 PT522 24 PC519 e-` 464.21 C519 PC52O 4• INTERSECTION FRONTAGEROAD 2_ POINT RAD. FRONTAGE RD. 2 OFFSET NORT ___________EAST__.____ NORTH g .67 NO. FT. STATION DISTANCE COORDS PC192 ____- _Pm_Pm_R20`42.518 59.008 LEFT N ________COORDS 405085.883 E _-__ 1278089.039 CC192 40 20.81.899 52.000 LEFT N 405122.480 E 1278072.893 PT192 20-81.899 12.000 LEFT N 405144.787 E 1278106.094 PC519 23.25.628 12.000 RIGHT N 405360.478 E 1277990.090 CC519 40 23-25.628 52.000 RIGHT N 405382.786 E 1278023.292 PC520 23.65.409. 47.826 RIGHT N 405413.479 E 1277997.641 CC520 75 24-40.000 40.000 RIGHT N 405471.028 E 1277949.547 PC522 23`95.000 20.000 LEFT N 405400.214 E 1277924.840 CC522 40 23-71.000 52.000 LEFT N 405362.447 E 1277911.663 PT522 23-71.000 12.000 LEFT N 405384.755 E 1277944.865 PC193 20-15.147 35.185 RIGHT N 405115.695 E I278182.487 CC193 40 20-51.441 52.000 RIGHT N 405155.198 E 1278176.203 PT193 20.51.441 12.000 RIGHT N 405132.891 E. 1278143.002 DA 79nnUnn -28-98 J08 frontmi DG-72000400:RPTCTHFFXCN POINT RAD. STH 35 _____c____.______________._____ OFFSET NORTH ---- ______ EAST NO.. FT. STATION DISTANCE COORDS COORDS __ 183 __--" __m_ 495>85.942 12.000 ----------- LEFTN 411823.506___m E 1273413.630 PC37 497.35.942 22.000 .LEFT N 411932.151 E 1273310.207 CC37 SO 497.35.942 22.000 LEFT N 411925.256 E 1273302.964 PC35 497,42.493 29.556 LEFT N 411924.791 E 1273292,975 CC35 100 496.76.9B5 46,000 RIGHT N 411929.43B E 1273392.867 PT35 496*76.985 54.000 LEFT N 411960.490 E 1273320.437 PC38 498.73.835 0.000 N 412040.301 E 1273223.823 CC38 100 498.73.835 100.000 LEFT N 411971.352 E 1273151.393 PC39 498.08.327 24.444 LEFT N 411975.999 E 1273251.285 CC39 1.0 498.14.878 32.000 LEFT N 411975.534 E 1273241.296 PT39 498.14.878 42.000 LEFT N 411968.639 E 1273234,053 44 499-64.87E 42.000 LEFT N 412077.284 E 1273130.630 PC40 498.24.012 162.484 LEFT N 411892.183 E 1273140,489 CC40 60 498.82.699 150,000 LEFT N 411943.298 Eq 1273109.067 PT40 498.82.699 90.000 LEFT N 4119667 84. E. 1273152.525 YELLOW CC36 CC41 11 WHITE ( ____________ PT35 (I -_-- 1a3 -- -- _ P _____________________,___-_ POINT RAD. STH 35 ____ OFFSET _______ NORTH________.__ EAST_______ NO, FT. STATION DISTANCE COORDS COORDS ...________ „------------------------------------- PC41 497�58.706 139.581 „__-------------------- LEFT N 411860.673 E 1273202.105 CC41 60 496.99.617 150.000 LEFT N 411810.692 E 1273235.299 PT41 496.99.617 90.000 LEFT N 411852,061 E 1273278.757 89 496-IM51 80.000 LEFT N 411796.183 E 1273345.756 84 499=36.B53 26.000 RIGHT N 412103.871 E 1273199.205 PC48 498.50.187 36.000 RIGHT N 412047.994 E 1273266.203 CC48 60 498-50.187 96.000 RIGHT N 412089.363 E 12T3309.661 PT4B 497.91.099 85.581 RIGHT N 412039.3B2 E 1273342.855 230 494-69.441 36.000 RIGHT N 411772.220 E 1273528.722 PC76 496.69.441 36.000 RIGHT N 411917.080 E 12T3390.825 CC76 60 496.69.441 96.000 RIGHT N 411958.449 E 1273434.283 PT76 497.28.530 106.419 RIGHT N 412008,431 E 1273401.088 PC36 497-73.235 123.975 LEFT N 411881,957 E 1273203.391 CC36 80 496•97.586 150,000 LEFT N 411809.221 E 1273236.700 PC42 497.46.226 86.485 LEFT N 411888.243 E 1273249.167 CC42 2.5 497.47.746 84.500 LEFT N 411890.713 E 1273249.557 PT42 497.48.339 82.071 LEFT N 411892.817 E 1273250.907 PC541 497.68.210 86.918 LEFT N 411903.868 E 1273233.696 CC541 2.5 49T-67.618 89.347 LEFT N 411901.764 E 1273232.345 PT541 49T-70.080 88.913 LEFT N 411903.847 E 1273230.962 PC542 497-76.130 123.226 LEFT N 411884.570 E 1273201.93T CC542 1.5 497.74.653 123.487 LEFT N 411883.321 E 1273202.767 PC51 497*77.5T3 70.011 RIGHT N 412018.849 E 1273340.904 CC51 80 498^53.234 96.000 RIGHT N 412091.570 E 2273307.560 PC53 498.04.594 32.485 RIGHT N 412012.547 E 1273255.093 CC53 2.5 498<03.074 30.500 RIGHT N 412010.078 E 1273294.703 PT53 49B•02.4B1 28.071 RIGHT N 412007.974 E 1273293.353 PC58 497.81.549 33.177 RIGHT N 411996.332 E 1273311.483 CC58 2.5 497.82.141 35.605 RIGHT N 411998.436 E 1273312.834 PT58 497r79.679 35.171 RIGHT N 411996.354 E 1273314.217 PC71 497.73.712 69.014 RIGHT N 412015.365 E 1273342.B44 CC71 2.0 497.75"681 69.361 RIGHT N 412017.031 _..._-__._-_________ E 1273341.737 POINT HAD. -------------- COULEE ROAD OFFSET NORTH EAST NO. FT. STATION DISTANCE __ _ COORDS - ____ COORDS -_ )_23232<12.116 -------------------- 11.000 RIGHT 412073.751 E1273477.752 PC.77 31.12.536 31.183 LEFT N 412053.798 E 12T3371.462 CC77. 40 31.2T.302 70.898 LEFT N 412089.519 E 1273353.461 PT77 31-57.150 74.384 LEFT N 412114.466 E 1273384.726 PC78 32.37.887 16.140 LEFT N 412110.723 E 1273484.816 CC78 60 32.43.612 75.79 LEFT N 412165.104 E 12T3459.463 PT78 31.87.649 69.968 LEFT N 412127.679 E 1273412.565 N mm f a t i PC40 CC40 PC41 1 CC54 P C36 PC5rf err rr t CC 3 a T5 I PT40 WHITE f47 n @@ _______________ fl ¢ PG35 zo'R CC37 WHITE }�T39 _ _ _ °CC39 RC � YELLOW PC39 C,T,Ft, FFt PC38 _______________ @@ - PT53 @I _.a_4-__-__ -- WHITE _ -- C 5 3 PCP .P PAVEMENT MARKING, 4-INCH EPDXY fSKIP DASH) F. PAVEMENT MARKING, 4-INCH EPDXY PAVEMENT MARKING, CHANNELIZING, B-INCH. EPDXY PAVEMENT MARKING, STOPLINE, 24-INCH EPDXY .1 &O, e NON-METALLIC CONDUIT. SCHEDULE 40, 3-INCH 5 Q PULL BOX. STEEL, 24`"X36" 60. PT4 a CCr, 1. SEE SDD "PAVEMENT MARKING (ISLANDS. STOPLINE & CROSSWALK)"" FOR ISLAND PAVEMENT MARKING CC4a ALL RADII ARE, TO EDGE OF PAVEMENT UNLESS NOTED. DOUBLE YELLOW PC77 CC77 WHITE. T77 .�w f _. _ _ _ __, _. C�. 44� PT78 - - _ _ =<n\ __ - - DOUBLE YELLOW SCALE 0 20 40 60 80 Q6_72000400:RPTCTFF2.DGN 915.75 0400-.VALCULXGN STATE PROJECT NLUBER 7200-04-71 CUL-DE-SAC STH 35 VALLEYVIEW ROAD ------------------------------ POINT RAD. NORTH EAST NO. FT. COORDS COORDS ---------- ------- ------------------------ PC196 N 414048.454 E 1271426.335 41 CC196 40 N 414008.460 E 1271425.644 PC197 N 414003.253 E 1271465.303 CC197 75 N 413993.488 E 1271539.665 PT198 N 414068.47T E 1271540.961 43 N 4140TO.451 E 1271426.715 916.90 919M -1 SCALE 20 40 60 so e m POINT 0 567 --------------- RAD. STH 35 m__--------- __._m.®___._----------- OFFSET NORTH ______._.._a EAST N0. FT, STATION DISTANCE COORDS COORDS PC181 565-44.769 12.000 LEFT N 418115.107 E 1270954.251 PC180 566.94.143 12.000 LEFT N 418264.876 E 1270946.252 CC180 10 566.94.143 22.000 LEFT N 418264.603 E 1270936.256 PC177 56T•00.550 29.630 LEFT N 418270.866 E 1270928.460 CC177 100 566.34.933 46.000 RIGHT N 41B208.240 E 1271006.422 PTI77 566-34.933 54.000 LEFT N 418203.447 E 1270906.537 PCI84 568-27.564 0.000 N 418398.611 E 1270957.715 C C2 a CC184 100 568-27.564 100.000 LEFT N 418400,540 E 1270857.733 PC185 56T•63.359 24.519 LEFT N 418334.333 E 1270932.677 CC185 10 567.69.930 32.000 LEFT N 418340.954 E 1270925.183 PC186 567.69.930 42.000 LEFT N 418340.945 E 177 0915.1 83+� 00 PC159 566-39.590 42.000 LEFTRIGHT N 418212.355 E 928 1270996.928 CC�i38 `'�,. PT186 569-17.762 36.000 RIGHT N 418490.882 E 1270918.217 CC199 6D 566.39.590 96.000 RIGHT N 418215.133 E 1271056.152 PT199 567601.586 99.854 RIGHT N 418275.108 E. 1271G57.879 809 569<07,149 26.000 RIGHT N 418476.926 E 1270986.326 PC194 568.26.032 36.000 RIGHT N 418396.404 E 1270993,679 CC194 60 568-26.032 96.000 RIGHT N 418395.279 E 1271053.669 PT194 PC 567.63.978 94.749 RIGHT N 418335.304 E 1273051.942 2 8 •02.68I 146.22 LEFT N 418270.185 E 1270811.850 PT2 0 CC208 60 566.45.743 150.00 LEFT N 418210.210 E 1270810.123 PT208 566.45.743 90.00 LEFT N 418212.860 E 1270870.065 WHITE 812 ® _ __ __________�PT177 - CC177� VPC200 WHITE � • is , . % f i .i i. i iu i w 4i 10'R i t m a 38 ut-b Pc6 a CC184 66J209 P---------------- C6 a mm INTERSECTION � GDG ROAD WHITE 85 -- -- -- _-F!T186__-___-___ lz-• YELLOW PC184 ________ 570 P, P19IP�?21 4 t ( 225 s o 60, 0, ( PPT19q t ( t f I mm PC194_______- WHITE C C 2 1 3 - PAVEM NT MARKING. 4-INCH EPDXY (SKIP DASH) CC194 - - - - PAVEMENT MARKING, 4-INCH EPDXY PAVEMENT MARKING, dd CHANNELIZING, 8-INCH, EPCXY PAVEMENT MARKING, STOPLINE, 24-INCH EPDXY .._ _: NON-METALLIC CONDUIT, SCHEDULE 40, 3-INCH 0 PULL BOX, STEEL. 24"X36' SEE SDD "PAVEMENT MARKING (ISLANDS„ STOPLINE & CRCSS'WALKJ" FOR ISLAND PAVEMENT MARKING ALL RADII ARE TO EDGE OF PAVEMENTUNLESS NOTED. SCALE -- 0 20 -40 60 80 — -------NONMETALLIC CONDUIT, SCHEDULE 40, 2-INCH AND ELECTRICAL. WIRE. LIGHTING. NO. 10(NO. OF WIRES INDICATED BETWEEN LUMINAIRES) --LUMINAIRES. UTILITY, 150 WATTS(TYPE III I.E.S. DISTRIBUTION,NON-CUTOFF LENS) CONCRETE BASE, TYPE 5 POLES, TYPE 5(30-FOOT) LUMINAIRE ARMS, TRUSS TYPE, 4�i2 INCH CLAMP. 12 FOOT ELECTRICAL WIRE, LIGHTING, NO. I2(FROM BASE TO LUMINAIRE) �._-_--__ELECTRICAL SERVICE, UNMETERED. 49-33„ PARK AND RIDE,40'RT. (SEE DETAIL) NOTE: HAND HOLES IN POLES TO BE PLACED FACING AWAY FROM PARKING LOT. .,- RA NO. ON DISTANCE COORDS COORDS P fi r. .. ::.ttt 52.500 893 12T2183.792 63 i tit 52.500 LEFT N ! r t t 30.500 ! t t t 30.500 00 t r! 9.500 RIGHT N 418886.528 E 12TIS26.320 rr RIGHT N 418888.108 00 it RIGHT N 418836.249 E 12TITS4.096 ::i t! 61.500 101.500 60 823 t r... r !., 0T It: 55.000 RIGHT N 418830 968 E 12T2DT91.623 4D :.000 55.000 RIGHT I00 15.000 RIGHT rGII�nd!?��41I6Irir' I ( ". _... 921 14 72' 921_i9 920.64 921.89 ( °' yr w (n:sr:w cpec:r °ea a (ens ew cutter ua--y • @ m5% f 'P 47.00 sr+ sz ! ( A 921.39 20 � o r f � e ME CC629 922.0 922'.50 arm t PJi1" Tm 922.0 ri ( w• a ( 921.65 H H - I ( r.:-iy w �231 1 92 .8F 0 28' 6 26'� 2.6 . 9 2.16 t.,4a 1 s• a. N vi 922,12 R 5' — _ ® ® —.6 — — — _ _ — __ ® _ .— ® — — __ --.,�..z y26' 2 22" = = �. 97 9 2, 6 23111 .— ( H H 92 .8 p 1 PC636 sPtaexTn. s rea•n. 921.65 CC638 9.5' 9.5' CC636 It 6 5 '^ N ( t urtre¢ rtr.P 4K` TYP. CC632 PO I' rx cn L .a 921.64 245.5' 921.89 921, 64 -1 823 ( txzsa* 921.14 921.29 ttlCN. GTYt:ix MECMICc Mtl ( A ( PAVEMENT MARKING. DIAGONAL, .( 8 INCH,EPDXY(TYP.) PAVEMENT MARKING. PARKING STALL, EPDXY(TYP.) ( ( ..... .._®_.... .w ....—.� A � ---.---------®..._.----.-------------.,._.—.---_....�....._®�. ( 6f ( 7/r t9§+M.iaC StgfkE - a• aarstan vdsctrt a.se cttmc � 0 SECTION A -A 0 1 i MNM 9_- J am I }}f� 1' — �f Kr4( r 20 ? 40 ( 60 80 116_72000400:PARKNRID.DGN m STATE PROJECT NUMBER 7200-04-71 EROSION CONTROL STH 35 x ---- ------ -------- ---- x", — — — — — — — — - - - - - - - - - - - 6 --- -------- --- - - - - - - - - - - - - - - - - - - - - - - - - - - ---- \� 315- -320' -- - - - --- - - - - - - - - - - - - - \Z LEGEND SILT FENCE ROCK DITCH CHECKS REINFORCED SOD - SODDING B5) EROSION BALES - EROSION MAT CLASS 11, TYPE A RIPRAP FRENCH DRAIN EEOEROSION VAT CLASS I. TYPE B EROSION MAT CLASSII, TYPE 5 72000400:EROSI.DGN 5-SR RKB —EPOSIM t4 Q 0 7 — — — — — — — — — — — — — — - - - - - - -- - - - - - - - - - - - ---- -- ----- 0 f� Cou a m STAIE PROJECT NO. 7200-OA-71 Iz. 3.3 to -A STH 35 EROSION CONTROL ST. CROIX. — — — — — — — — — — — — — — — — — — — -------- ------------- --- — — — — — — — — -- — — — — — — — — — — — — — — — — — — — -- c, --j 0 CD El FRONTAGE ROAD I Q LEGEND SILT FENCE ROCK DITCH CHECKS REINFORCED SOD - SODDING EROSION BALES - EROSION MAT CLASS 11, TYPE A 03(5 RIPRAP FRENCH DRAIN EROSION MAT CLASS I. TYPE B EROSION MAT CLASSII, TYPE 5 --------------------- :EROS2.DGN 720004 71 a ' EROSION CONTROL <y y ^ . ! ff / SSTH 35 ST. CROIX NI .41 4110 390 , f/Jyr` - T r f v fir IN ry jj ` , t/ r� r iw) y _.._._._..,._,__.,_.-.._._.�,...—__.._..._......_ �..._. 44 e ., M re 4 � om LEGEND o" SILT FENCE coxa.w A ROCK DITCH CHECK: �°- REINFORCED SOD``' r SODDING ®t5H EROSION BALES t•} a vi vi¢ EROSION MAT CLASS iI. TXFE, A � RIPRAP FRENCH GRAIN C� O ry r r,' EROSION MAT CLASS I. TYPE & EROSION MAT CLASS YT. TYPE 8 q D6.,.72000400:EROS3.OGN �..... 6-15-98 Rtt9 gm 7 6-15-93 RKEI pl rk F LEGEND 00 0P 0 aj OC- 75 - - - - - - - - - - - - 7- ------------- -- - ------ was._.. - - - - - - - - C, SILT FENCE ROCK DITCH CHECKS REINFORCED SOD - SODDING �(5) EROSION SALES - EROSION MAT CLASS 11, TYPE A RIPRAP = FRENCH DRAIN EROSION MAT CLASS I. TYPE 6 MW EROSION MAT CLASS II, TYPE D6-720004OO:EROS7.nnN R" STATE PROJECT NUMBER I SHEET NO. 7200-04-71 1 Z,sg EROSION CONTROL STH 35 ST. CROIX FRONTAGE ROAD 4 f 40 7 — — — — TOWER -93 HKU LHUS10.1 .00, 0 0 ins FINAL GRADE I I I 120V SERVICE N BREAKER. 20 AMP 120r24OV, 100 AMP SERVICE FROM LOCAL UTILITY vmiw 41 2 F 3 N 4 G i 6. n 7. M &. a � D 9 � m ao, 11. s � � w ELECTRICAL SERVICE, UNMETERED 49.33, PARK AND RIDE, 40'RT. THE INSTALLATION SHALL. COMPLY WITH CODE, WI DOT, AND POWER COMPANY REOUIREMENTS. POWER COMPANY AND WI DOT APPROVED PEDESTAL. 6" x 4" OR 6" x 6" PRESSURE TREATED WOOD POST. BOLTED TO PEDESTAL. GROUNDING ELECTRODES AND GROUNDING CONDUCTOR SHALL. NOT BE INSTALLED WITHIN TWO FEET OF THE UNDERGROUND CABLE ROUTE. PREFERRED GROUNDING METHOD: A. ONE CONTINUOUS •6 COPPER STRANDED WIRE. B. TWO %' x 8' COPPER CLAD STEEL RODS, LOCATED 6 FEET APART. 50 AMP WEATHERPROOF DISCONNECT. THE SERVICE EOUIPMENT CONTAINING THE DISCONNECTING MEANS, OVERCURRENT PROTECTIVE DEVICES AND RECEPTACLES OR OTHER APPROVED MEANS FOR CONNECTING A SERVICE. SHALL BE LOCATED IN SIGHT OF AND NOT MORE THAN 30' FROM THE PARK-N-RIDE. EXOTHERMIC WELD REO'D. NONMETALLIC CONDUIT„ SCHEDULE 60. 2-INCH BUSHING ON EACH END OF CONDUIT. CONTACT JERRY TOMESH USE SUPPORTING CLAMPS AS REOUIRED. WI DOT CONDUIT TO LUMINAIRES. 715-639-3797 AND DENNIS CLOSE PHOTOCELL NORTHERN STATES POWER 715-232-7405 STRANDED WIRES TO M f FILE NAVE: KDGN:DG 72000a00:FRKLTNG.UGN STATE ....... NUMBER 7200-04-71 TRAFFIC CONTROL Aldalleu STAGE I OVERVIEW X Hudson gul HUDSON (L2j 9 4 Sr4GE'LINE RD. 36 F HIGH 9 RIDGE RD. Lake TOW R RD. VALLEY VIEW' RD, st� ti icroix FF EF (:F] q 35 GLOVER RD. Es s pi 9 CHAPMAN RD. TROY LEGEND 65 0 CONSTRUCTION Erjl=ll.l TRAFFIC 35 FK A] 65 --- - I NISDOT/CADDS SHEET 42 ME ROAD WORK ROAD WORK 1500 FT > er1� , 305 LEGEND TRAFFIC PERMANENT CONSTRUCTION TEMPORARY PAVEMENT CHANNELIZATION DRUMS WITH TYPE C STEADY BURN LIGHTS PAVEMENT REMOVAL CHANNELIZATION DRUMS BARRICADE. TYR III ROAD WORK NEXT-6-I&ES G20-1 48- X 24* USE S.D.D. 'TRAFFIC CONTROL FOR LAW CLOSURE (SUITABLE FOR MOVING OPERATIONS-) WHEN MAKING CONNECTION. USE ROAD CLOSURE BARRICADE DETAIL ON S.D.D. 'BARRICADES & SIGNS FOR ROAD CLOSURES' WITH WGI-6, W01-6 39.11 �__ S.T.H. 35 m TRAFFIC CONTROL PLAN STAGE I � . c Dix STH 35 ST R FINES DODBEE IN 6'lORK ZONE 42' X 24' USE ROAD CLOSURE BARRICADE DETAIL ON S.D.D. "BARRICADES A, SIGNS FOR ROAD CLOSURES'., SEE.. RADIO ROAD TRAFFIC C0NTROL PLAN FOR INTERSECTION DETAIL. CONSTRUCT BOX CULVERT C-55-24 IN 2 STAGES. SEE BOX CULVERT PLANS FOR DETAILS. STA. 363.00 TO 372.00 LOW SHOULDER SIGN (WO-8-91 AND CHANNELIZATION DRUMS RE0'D. AS DIRECTED BY THE ENGINEER WHEN CONSTRUCTING TEMPORARY PAVEMENT, USE S.D.D. "TRAFFIC CONTROL FOR LANE CLOSURE CSUII'ASLE FOR MOVING OPERATIONS) WHEN WORK IS WITHIN 10 FT. OF EXISTING ROADWAY. LEGEND /',/` TRAFFIC Z USE ROAD CLOSURE DETAIL. ON S.D.D. PERMANENT CONSTRUCTION FOR ROAD CLOSURE" O._ TEMPORARY PAVEMENT CHANNELIZATION DRUMS WITH f TYPE C STEADY BURN LIGHTS PAVEMENT REMOVAL + CHANNELIZATION DRUMS 1 BARRICADE, TYR III # BARRICADES & CHANELIZATION DRUMS REO°D. WHEN CONSTRUCTION BEGINS FOR TEMPORARY PAVEMENT UNTIL TRAFFIC IS SWITHED IN STAGE IA. STATE PTi_0JECT -NUMBER 7200-04-71 iTRAFFIC PLAN fi Aw CONTROL STH 35 CROIXI 5 3sa S.T.H. . 35 355 360 f._ a:gi. a®0 J Y e?o We S.T.H. 35 37s 380 385 390 STATE PROJECT NUMBER SHEE 7200-04-71 Z, TRAFFIC CONTROL PLAN STAGE 1A USE ROAD CLOSURE BARRICADE STH 35 ST. C DETAIL ON S.D.D. 'BARRICADES & SIGNS FOR ROAD CLOSURES' WITH W0I.6. USE LANE CLOSURE BARRICADE W01-6 DETAIL ON S.D.D. "BARRICADES 8 SIGNS FOR ROAD CLOSURES". FRONTAGE RD. I 3 5 375 CHANNELIZATION DRUMS 380 385 a 50' CENTERS USE LANE CLOSURE BARRICADE -SIGNS DETAIL ON S.D.D. "BARRICAL)FS & FOR ROAD CLOSURES". ROAD ROAD .g WORK CLOED USE ROAD CLOSURE BARRICADE AHEAD 1000 FT STOP DETAIL ON S.D.D. 'BARRICADES & SIGNS USE ROAD CLOSURE BARRICADE FOR ROAD CLOSURES' WITH W01-6. UO P DETAIL ON S.D.Q. "BARRICADES & SIGNS SEE CLOVER ROAD 'TRAFFIC CONTROL RL-1 FOR ROAD CLOSURES" WITH W01-6. PLAN FOR INTERSECTION DETAILS'. 36' X 36" W01-6 18-49.28 - FRONTA a =REHd 48' X 24* pTill 4B- X 24' 35 410 1415 405 390 21-02.28 PC 10 ------ ------ LEGEND CHANNELIZATION DRUMS ar W CENTERS F TRAFFIC PERMANENT CONSTRUCTION TEMPORARY PAVEMENT CHANNELIZATION DRUMS WITH TYPE C STEADY BURN LIGHTS Ap:, PAVEMENT REMOVAL CHANNELIZATION DRUMS BARRICADE, TYR III STATE PROJECT NUMBER SHEET NO. 7200-04-7I 2 ®� TRAFFIC CONTROL PLAN STAGE IB USE ROAD CLOSURE BARRICADE ROAD SIN 35 ST. CROIX Ili DETAIL ON S.D.D. "BARRICADES v V CLOSED ROAD & SIGNS FOR ROAD CLOSURES'. m N 1000 FT CLOSED WITH USE ROAD CLOSURE BARRICADE a a" ^�' JOQ FT CHANNT_LIZATIO4 DRUMS DETAIL ON S.D.D. 'BARRICADES » ,Ln" } ® So' CENTERS pf_S SIGNS FOR ROAD CLOSURES -.^FRONTAGE R60i�. ... _ S 5 360�.—_._.w �:..,,.... 4P 3E0 390 P in UO �P RI-1 36" X 36, }/ A USE PANE CLOSURE BARRICADE / DETAIL ON S.D.D. 'BARRICADES SEE GLOVER �. A SIGNS FOR ROAD CLOSURES". USE PoOAP4 CLOSURE. BARRICADE �... V DETAIL 04 S.D.D. "BARRICADES FOR INTERSECTION DETAILS > A SIGNS FOR ROAD CLOSURES". ,+ / N A USE ROAD CLOSURE BARRICADE S.D.D. "BARRICADES WITH f` �f DETAIL ON SIGNS FOR ROAD CLOSURES% .4 % pT311 w01-6 -"^- 48` X 24' �r fr 420 �425 405 f ma USE ROAD CLOSURE BARRICADE CHAeLYZATION DRUMS -.... w© LEGENDL*(sB DETAIL ON S.D.P. 'BARRICADES SO' CENTERSTRAFIC "'----- ^�^• 9 S%GtaS FOR ROAb CLOSURES".a " 25.62" ._ _.._, h _..._..... I " ¢ �. PERMANENT CONSTRUCTION l RI-0 rtaw TEMPORARY PAVEMENT 36" X 36, re ^v n c f r' CNANTdEPIZATION DRUMS xPTHX- TRAFFIC CONTROL SHALL REMAIN TYPE C STEADY BURN LIGHTS AS SHOWN IN STAGE IB UNTIL ommc+ PAVEMENT REMOVAL STAGE 2 BEGINS EXCEPT FOR ADDING THESE SIGNS AND REMOVING ROAD ?�/ err ti Q.a y'Q- l CLOSURE A SIGNS ON FRONTAGE ROAD i 4�aw • CHAiaNEL%ZATION DRUMS T BARRICADE. 'TYP III D6_.T2000400:TRAF2B.DGN 6-IS"98 FAB TRAF265D.I smipull mommom .WWI .1�c coo On oe _LEr[ND TRAFFIC PERMANENT CONSTRUCTION TEMPORARY PAVEMENT CHANNELIZATION DRUMS WITH TYPE C STEADY BURN LIGHTS PAVEMENT REMOVAL • CHANNELIZATION DRUMS BARRICADE, TYR III STA. 399.00 TO 406I00 LOW SHOULDER SIGN tWO-8-91 AND CHANNELIZATION DRUMS REQ'D. AS DIRECTED BY THE ENGINEER WHEN CONSTRUCTING TEMPORARY PAVEMENT, FOR ROAD CLOSURES'. WHEN CULVERT B55-163 AND IT'S CONNECTIONS ARE COMPLETE PERMANENTLY CLOSE ENTRANCE STA. 434.25 RIGHT. BARRICADES & CHANELIZATION DRUMS REO'D, WHEN CONSTRUCTION BEGINS FOR TEMPORARY PAVEMENT UNTIL TRAFFIC IS SWITHED IN STAGE IA. SEE CLOVER ROAD TRAFFIC CONTROL DETAIL PLAN FOR INTERSECTION DETAILS. gul ffi0 •1 a . I mlmi� �l ---------- CONSTRUCT BOX CULVERT B 55-162 IN 2 STAGES SEE BOX CULVERT PLANS FOR DETAILS. 450 440 . ..... CONSTRUCT BOX USE ROAD CLOSURE BARRICADE DETAIL ON S.D.D. 'BARRICADES & SIGNS CULVERT B55-163 FOR ROAD CLOSURES% ME 5T5 LEGEND TRAFFIC PERMANENT CONSTRUCTION TEMPORARY PAVEMENT CHM4NELIZATION DRUMS WITH 1 TYPE C STEADY BURN LIGHTS PAVEMENT REMOVAL ® CHANNELIZATIGN DRUMS T BARRICADE. TYP III I wo M, mm m ROAl2ORK C POF!(d USE S.D.D. 'TRAFFIC CONTROL FOR LANE CLOSURE tSUITABLE FOR MOVING OPERATIONS") WHEN MAKING CONNECTION. USE ROAD CLOSURE BARRICADE DETAIL ON S D D ' "BARRICADES '�OAD C� R SIGNS FOR CLOSURES% PI-1 36" X 36" N R ETD CONCRETE EXISTING PAVEMENT SCAR RADIO ROAD 2 CH I i _11N"l o 251 LEGEND TRAFFIC PERMANENT CONSTRUCTION TEMPORARY PAVEMENT CHANNELIZATION DRUMS WITH TYPE C STEADY BURN LIGHTS PAVEMENT REMOVAL • CHANNELIZATION DRUMS BARRICADE, TYR III STATE PROJECT NUMBER I SHEET NO.1 7200 - Ot_-!7 _1 TRAFFICC ONTROL PLAN RADIO ROAD STH 35 STAGE 1 PHASE 1 ST. CROIXI USE S.D.D. -TRAFFIC CONTROL FOR LANE CLOSURE (SUITABLE FOR MOVING OPERATIONS') WHEN MAKING CONNECTION. USE ROAD CLOSURE BARRICADE DETAIL ON S.D.D° 'BARRICADES A SIGNS FOR ROAD CLOSURES'. TION DRUMS ERS ROAD WORK H5 0 G20-2A 42- X 24- PC; O ROA \ WORK D! AHEAD END ROAD WORK, j USE S.D.D. 'TRAFFIC CONTROL FOR LANE CLOSURE fSUITABLE FOR 4Z' X 24' MOVING OPERATIONS' N ',WEN MAKING CONNECTION. ROAD WORK AHEAD WA, m STOP 36. x 36, STOF RI-1 36- X 36' USE ROAD CLOSURE BARRI ME DETAIL ON S.D.D. "BARRICADES & SIGNS FOR ROAD CLOSURES'. USE ROAD CLOSURE BARRICADE DETAIL ON S.D.D, "BARRICADES & SIGNS FOR ROAD CLOSURES-. LEGEND TRAFFIC ryh PERMANENT CONSTRUCTION TEMPORARY PAVEMENT CHANNELIZATION DRUMS WITH TYPE C STEADY BURN LIGHTS PAVEMENT REMOVAL C3 CHANNELIZATION DRUMS BARRICADE„ TYR III 2 FAMbliffim USE ROAD CLOSURE BARRICADE DETAIL ON S.D.D. 'BARRICADES & SIGNS FOR ROAD CLOSURES. PLAN 2 ST. CROIX i� , IATION DRUMS 4TERS ROAD WORK I G20-2A 42' X 24' O vt rc END USE S.D.D. 'TRAFFIC CONTROL FOR LANE CLOSURE (SUITABLE FOR MOVING OPERATIONS") WHEN MAKING I G20-2A CONNECTION. 42' X 24' 600, WORK USE ROAD CLOSURE BARRICADE DETAIL ON S.D.D. 'BARRICADES- A'P'E" 'AD > & SI I GNS FOR ROAD CLOSURES', USE ROAD CLOSURE BAiICADE DETAIL ON S.D.D. 'BARRICADES & SIGNS FOR ROAD CLOSURES". LEGEND TRAFFIC PERMANENT CONSTRUCTION TEMPORARY PAVEMENT CHANNELIZATION DRUMS WITH TYPE C STEADY BURN LIGHTS PAVEMENT REMOVAL • CHANNELIZATION DRUMS BARRICADE. TYR III ( STOP D , I `a RI-1 RI-1 30, x 30, 30' X 3 EMOTING EXISTING XISTIN ---------- 0 m END ROAD WORK G20-2A 42" X 24' VAI va. Ue u 0 0 m m6 U 0. W�z aaw mg2 s en vsv. 4W4A ry Im o- r- a- mooi f k 0 \\x \ STOP QRGAD t� ENO ROAD �`iORK CHAINTlFLIZATION DRUMS USE ROAD CLOSURE BARRICADE � � 34" X 30" G2O-2d W 25^ CENTERS ,,—DETAIL ON S.D.D. 'BARRICADES t S \ EXISTING SIGN 644° 6 SIGNS FOR ROAD CLOSURES'- 42" X 24' 600, ENS ROAD WORK G20-2A Lam_ 4Z' X 24' Reap ORK �QD \� .Y* CHANNELYZA7YON DRUMS � ✓� G 25' CENTERS USE ROAR CLOSURE BARRICADE ` DETAIL ON SX.D, 'BARRICADES S SIGNS FOR ROAD CLOSURES` \X LEGEND TRAFFIC PERMANENT CONSTRUCTION\ \ TEMPORARY PAVEMENT �r CHANNELIZATION DRUVS WITH P TYPE C STEADY BURN LIGHTS ' PAVEMENT REMOVAL • CHANNELIZATION DRUMS Z BARRICADE, TYP III \ O6_T200040@tTRAFGL02.DGN z z q Ntv Oo rvJ I WZ Mvm 2 ,00 .ww- ... T O ..ON 000- USE ROAD CLOSURE BARRICADE DETAIL ON S.D.D. "BARRIERS SIGNS FOR ROAD CLOSURES" END w ROAD WORK G20-2A 42' A 24' Soo, CHANNELIZATION 0 uuS ® 25° CENTERS ROAD WORK AWAD LEGEND TRAFFIC PERMANENT CONSTRUCTION TEMPORARY PAVEMENT CHANNELIZATION DRUMS WITH TYPE C STEADY BURN LIGHTS PAVEMENT REMOVAL CHANNELIZATION DRUMS BARRICADE. TYP III USE ROAD CLOSURE BARRICADE DETAIL ON S.D.D. 'BARRIERS & SIGNS FOR ROAD CLOSURES' WITH [E] WOFG 48' X 24' USE ROAD CLOSURE BARRICADE DETAIL ON S.D.D. "BARRIERS & SIGNS FOR ROAD CLOSURES". USE ROAD CLOSURE BARRICADE '- DETAIL ON SXX. "BARRIERS A SIGNS FOR ROAD CLOSURES" WITH IEEE] 10-6 m COULEE RD. 45 so NELIZAT ION DRUMS END CENTERS G20-2A 42' X 24' .......... m, 76.720DQ4OD:TRAFCFFZ.DGN 2-24_91 rxt - ----- , -- m LEGEND TRAFFIC PERMANENT CONSTRUCTION TEMPORARY PAVEMENT CHANNELIZATION DRUMS WITH TYPE C STEADY BURN LIGHTS PAVEMENT REMOVAL CHANNELIZATION DRUMS BARRICADE, TYP III ROAD WORK MEAD L- ng 72nnO4n8 USE ROAD CLOSURE BARRICADE DETAIL ON S. SIGNS FOR ROAD CLOSURES". 0 STATE PROJECT NUMBER I SHEET NO. 7200-04-71 TR FRONTAGE ROAD 4LAN 50 ST 35 TAGE 1 PHASE I ST. CROIX ROAD WORK MEAD 2 1" ROAD WORK EXNo 30- X 30, G20-2A tt 42" X 24' I GRADING & CONSTRUCTION OF 35 CAN BEGIN AT THIS I IME EXCEPT FOR STA. 523-00 TO 525-00 AND AREAS THAT ARE RESTRICTED BECAUSE OF THE LOGGER HEAD SHRIKE, C 0 GRADING F I T 0 S.T.H.S" T GH CC ' 5 'IF \F R A 23 ST E TH AREAS A RESTRICTED CTED BE LOGO _ HE 5 LOGGER AD (STOP USE ROAD CLOSURE BARRICADE STOP P CLOSURES". YNG DETAIL ON S.D.D. "BARRICADES ON R SIGNS FOR ROAD EXIS 30, X 30"� VALLEYVIEW ROAD ROAD USE MAINLINE CLOSURE DETAIL FOR CLOSURES' WORK ON S.D.O. 'BARRICADES AND SIGNS AHEAD LEGEND TRAFFIC PERMANENT CONSTRUCTION TEMPORARY PAVEMENT CHANNELIZATION DRUMS WITH TYPE C STEADY BURN LIGHTS PAVEMENT REMOVAL • CHANNELIZATION DRUMS BARRICADE, TYP III I 0 STATE PROJECT NUMBER I sl 7200-04-71 z L -PLAN FRONTAGE ROIOAD 4 50 SS 35 STAGE 1 PHASE 2 ST. IVJ TOWER RD, 55 Soo, ROAD U, WORK USE ROAD CLOSURE BARRICADE AHEAD DETAIL ON S.D.D. 'BARRICADES < & SIGNS FOR ROAD CLOSURES% s 4 1 ROAD CORK EXtG20-2A 30'x 3cr 42- A 24" USE ROAD CLOSURE BARRICADE DETAIL ON S.D.D. 'BARRICADES & SIGNS FOR ROAD CLOSURES". VALLEYVIEW ROAD GRADING: CONSTRUCTION OF S.Y.H.TIME 35 CAN BEGIN AT THIS I ME EXCEPT FOR STA. 123,10 TO 525-00 AND AREAS THAT ARE RESTRICTED IRICTED BECAUSE OF THE LOGGER HEAD SHRIKE. STOP RI-1 EXISTNG 30' X 30w STATE PROJECT NUMBER I S 7200-04-71 ROAD hRK 40 TR FRONFFIC TACONGETROROAL D 4 PIAN G2G--2A--- STAGE I PHASE 3 ST. ---N 42" X 24-z - ---- so s 35 55 41-34.81 500, 500, SRI-I TOPRaQQ I ROAD ORK WORK .15 AHEAD Rl-t AHEAD W X 36' STOP UO P4 END EXIST C20-2A 30'X 30' 42' X 24' SIGN PC3T9 72-2 .13 cr Ci cr LU z 0 . LEGEND C� LL Ir TRAFFIC PERMANENT CONSTRUCTION of aO TEMPORARY PAVEMENT CHANNELIZATION DRUMS WITH TYPE C STEADY BURN LIGHTS PAVEMENT REMOVAL • CHANNELIZATION DRUMS BARRICADE, TYR III USE ROAD CLOSURE BARRICADES DETAIL ON S.O.D. "BARRICADES 36 X 36, & SIGNS FOR ROAD CLOSURES", VALLEYVIEW ROAD PERMANENT SIGN nA 7nnn4nn( TRAFFR43.DrN I Fludson 12 (94) Lake St. .lc?,Otx MOT !{6 TZ OTCZa LA 19 LEGEND CONSTRUCTION EllirD= TRAFFIC E.B. 194 TO S.B. S.T.H. 35 TRAFFIC (STAGE 2) 5 6 ROAD WORK 1000 FT 1% 305 �ftllfl:ll irdm TRAFFIC CONTROL PLAN STAGE 2 STH 35 ST. C END C20-2A 42* X 24' 7� 280 290 USE ROAD CLOSURE BARRICADE CHANNELIZATION DRUM DETAIL ON S.D.D..'BARRIERS & SIGNS FOR RD AD CLOSURES'. a 50* CENTERS FINES DOUBLE IN WORK ZONE USE S.D.D. 'TRAFFIC CONTROL FOR LANE CLOSURE MUITABLE FOR W2t-61 ROAD WORK MOVING OPERATIONS') WHEN MAKING 42' A 24' NEXT-LULES CONNECTION. G20-1 48- X 24- o 31 320 —)3215 330 LEGEND USE ROAD CLOSURE BARRICADE TRAFFIC DETAIL ON S.O.D. "BARRIERS 8, SIGNS FOR ROAD CLOSURES% PERMANENT CONSTRUCTION TEMPORARY PAVEMENT CHANNELIZATION DRUMS WITH TYPE C STEADY BURN LIGHTS 2 PAVEMENT REMOVAL CHANNELIZATION DRUMS BARRICADE, TYR III 49- X IV USE ROAD CLOSURE BARRICADE DETAIL ON S.D.D. 'BARRIERS & SIGNS FOR ROAD CLOSURES% ii jltlz rkb TRAFI-2sd ZaFsi wAr-ow-M FRONTAGE RD., 390 USE ROAD CLOSURE BARRICADE DETAIL ON S.D.D. 'BARRICADES S SIGNS FOR ROAD CLOSURES'. 405 S.T.H. 35 SEE CLOVER RD, TRAFFIC CONTROL PLAN FOR INTERSECTION DETAILS, STH 35 A PT311 18.49,58 410 is V/1-7 m �C CONTROL PLAN STAGE 2 ST. CIROIX 4aX 48- 3-5-98 RKE TRAF3-2sd NY 9R k 4v �LL Z �6 U Y R .J N of I B^6 •4 ix6 Z 4 d W e- 9 •• N 6 t3 U F+ a Vt Vf� 4WW0 p J.! p Qimm Rf44C W VD rDu R RRr ' 3-5-48 FMB TRAF4_2sa 9 6-1-98 JDB 7RAF5-2sd om OFFSETS TO R FIT. EDGE OF X-OVER STATION OFFSET 543.2E 54'L% 543.50 53.6'0. . 544.00 52.7"1-7. 544.50 51.9'0. 545.00 51.0"0. 545.50 50.1'0. 546.00 49.2"0,. 546.50 48.4"0. 547.00 47.5'0. 547.2E 47.0'0. 54T•50 47.0'LT. 548.00 47.0'0. 548.50 47.0'LT. 549.00 4T.0'LT. 549.14 4T.O'LT. 549.50 45.9.L% 550.00 44.1'0. 550.50 42.0'1.T. $51.00 39.5'1-T. 551.50 36.7'LT. 552.00 33.6'LT. 552.80 30.1'LT. 553-00 26.4'0. 553^50 22.2"0. 554.00 17.8'0. 554.50 13.3'0. 555.00 9.0'0. 555<50 5.1°LT. 556•00 1.6'LT. 556.24 0,0' 9 PAVEMENT MARKING, 4-INCH, EPDXY (WHITE4 TEMPORARY PAVEMENT MARKING, 4-INCH, REFLECTORIZED PAINT. (WHITE.) BEGIN TEMPORARY DELINEATORS. TYPE III BARRICADE TYPE III BARRICADE. TYPICAL CROSSOVER ROADWAY DINli NAIUNS ♦ OFFSETS TO R. LT. EDGE OF X-OVER STATION OFFSET -LT 551�28 54'. 551.50 52.7'0. 552.00 49.6'LT. 552.50 46.2'L% 553.00 42.4'LT, 553.50 38.3'L,T. 554.00 33.8'LT. 554.09 33.0'LT. 554.80 29.3'1-T. 555.00 25.1'0. 555.50 21.2'LT. 556.00 1%6'LT. 556.50 14.4'1-T. 557.00 11.5'LT. 55T•50 8.9'LT. 558•GO 6.6'LT. 558.50 4.T'LT. 559.00 3.1'0. 559.50 1.9'LT. 560.00 0.9'L% 560.50 0.3°LT. 561.00 O.O'L% 561.14 0.0' TEMPORARY PAVEMENT MARKING, 4-INCH REFLECTCRIZE0 PAINT„ (YELLOW) 3 BEGIN TEMPORARY PAVEMENT MARKING. 4-INCH. REMOVABLE TAPE (WHITE) LEGEND E B'TYPE IRBARRICADE WITHOUT/WITH ATTACHED SIGN • DRUM -.R TEMPORARY DELINEATOR (STEEL POSTW/SINGLE DELINEATOR) COLOR OF DELINEATOR SHALL MATCH THE COLOR OF THE RESPECTIVE EDGELINE PAINT (D WARNING LIGHT, TYPE A O FLEXIBLE TUBULAR MARKER AND BASE ? DIRECTION OF TRAFFIC T BARRICADE. TYPE III SEE DETAIL FOR HIGH RIDGE ROAD STAGE 2 TRAFFIC CONTROL USE ROAD CLOSURE BARRICADE RETAIL ON S.D.D. "BARRICADES 8 SIGNS FOR ROAD CLOSURE USE ROAD CLOSURE BARRICADE DETAIL ON S.D.Q. "BARRICADES &. SIGNS FOR ROAD CLOSURE %1TH N01-6 48" X 24" B M EGO ♦ f 0 • t f _ ♦ BEGIN TEMPORARY PAVEMENT MARKING, 4-INCH, REMOVABLE TAPE (YELLOW} GENERAL NOTES f 4 � b ♦ 0 4' THE EXACT NUMBER, LOCATION, AND SPACING OF ALL SIGNS AND DEVICES SHALL BE ADJUSTED TO FIT FIELD CONDITIONS AS APPROVED BY THE ENGINEER. THE SPACING BETWEEN PROPOSED SIGNS SHOULD BE ADJUSTED TO NOT CONFLICT WITH AND TO PROVIDE A MINIMUM OF 200 FEET (500 FEET DESIRABLE) DISTANCE TO EXISTING SIGNS. TEMPORARY PAVEMENT MARKING REMOVABLE TAPE SHALL BE USED WHEN CROSSING PERMANENT ROADWAY SURFACES THAT WILL REMAIN AFTER USE OF CROSSOVER. ALL SIGNS ARE 48'"x4B" UNLESS OTHERWISE NOTED. -WG" IS THE SAME AS "W" EXCEPT THE BACKGROUND IS ORANGE. ANY SIGNS TEMPORARY OR EXISTING, WHICH COWPLICT WITH THE TRAFFIC CONTROL "IN USE' SHALL. BE REMOVED OR COVERED AS NEEDED AND AS APPROVED BY THE ENGINEER. NO WARNING LIGHTS SHALL BE WORKING ON 'COVERED` OR "DONNED" SIGNS. °44,P!�A.0 CONTROL PLAN 5 �� �. ,� �, 4 rp C LL IX4 M Q 2 T' S} •J N &P ee- 4 b • O. ter 6 2 o W az to a r• � ^•NA O CJ es .. .. (¢ c Nth Y O W W R a sa o ramw ruses+ n e- d- .� �tr on ur a oan I ak,mk� Irl" rm 0 A N V ROAD L FED= C ROAD OR� CHANNELIZATIL4 DRL'US 0 5V CENTERS C20-2A CCCttt 42' X 24- ClE ROAD CLOSURE BARRICADE TAIL ON S.R.Q. 'BARRICADES & SIGN' c� FOR ROAD CLOSLtRES'. LEGEND R nOA�D D WORK TRAFFIC WORK AHEADD AHEAD D6-72000400: TRAFRAD4.DGN 12-29-97 RKB TRAFRAD4SD.DGN 11-2A 2" X 24' 36" X //—�G136' / 500, ROAD aaa AHEAD , 0 USE ROAD CLOSURE BARRICADE DETAIL ON S.D.D. 'BARRICADES A SIGNS FOR ROAD CLOSURES". w -tea ROAD WORK G20-2A 42* X Z4' D6-72000400:TRAFRAD3 XGN 12-29-97 RK8 TRAFRADMl SEE TRAFFIC CONTROL PLAN STAGE I PHASE 2 GLOVER RD. FOR PLACEMENT OF ROAD CONSTRUCTIO AHEAD END CONSTRUCTION SIGNS. USE ROAD CLOSURE BARRICADE DETAIL ON S.D.D. 'BARRICADES A FOR ROAD CLOSLR2ES". 0 CHAN`[ELIZATION DRUMS 0' CENTERS USE ROAD CLOSURE BARRICADE DETAIL ON S.D.D. "BARRICADES A SIGNS FOR ROOD CLOSURES". ® ease c�as�a AHEAD h USE S.R.D. 'TRAFFIC CONTROL, FOR LANE CLOSURE (SUITABLE FOR MOVING OPERATIONS') WHEN MAKING GLOVER ROAD CONNECTION AND PAVING FRONTAGE ROAD. LEGEND TRAFFIC PERMANENT CONSTRUCTION TEMPORARY PAVEMENT A( TYPE DRUMS WITH TYPE C STEADY BURN LIGHTS PAVEMENT REMOVAL a CHANNELIZATION DRUMS BARRICADE, TYP III CONTROLTRAFFIC GLOVER `M. USE ROAD CLOSURE BARRICADE. DETAIL ON S.D.D. "BARRICADES A SIGNS FOR ROAD CLOSURES". L�! �I .(ZUUU9UU: IKAtF LV?.UW •25.47 RKB TRAFGI 74 — ---------- SEE 'STAGE 2 C.A.H. FF AFTER CONNECTION IS MADE" FOR DETUOR SIGNING AND TRAFFIC SIGNING REO'O. I STOPI RI I PT120 36' X 36'/ 8149.9S USE ROAD CLOSURE BARRICADE — DETAIL ON S.D.D. 'BARRICADES & SIGNS FOR ROAD CLOSURES' WITH. = — WI-6 LEGEND TRAFFIC PERMANENT CONSTRUCTION TEMPORARY PAVEMENT CHANNELIZATION DRUMS WITH TYPE C STEADY "N LIGHTS PAVEMENT REMOVAL CHANNELIZATION DRUMS BARRICADE. TYR III 14 USE ROAD CLOSURE BARRICADE BET AIL ON S.D.D. 'BARRICADES & SIGNS FOR ROAD CLOSURES". FRONTAGE ROAD 3 7 STOP RI-1 36" x 36, SCALE EEMEM!��� 0 50 100 150 200 v .TRAFCFF3XGN z z "I . am TPAVrPPAcn-nr.N �ATE PROJECT NUWFR SHE 0 4 - Ll Z , TRAFFIC CONTROL PLAN CTH FF / COULEE RD liT.li STOPp 0 P RH 36' X 36"/ I 2go Sp PTIZO 2 LS':4 9 . 96 490 4 500 s op 36" x 36, USE ROAD CLOSURE BARRICADE USE BOAll CLOSURE BARRICADE DETAIL ON S.D.D. "BARRICADES & SIGNS DETAIL ON S.D.D. "BARRICADES & SIGNS FOR ROAD CLOSURES" FOR ROAD CLOSURES% FRONTAGE ROAD 3 CHANNELIZATION DRUMS 4 z -i-25' CENTERS STOP RH 36' X 36�' -LEGEND TRAFFIC PERMANENT CONSTRUCTION TEMPORARY PAVEMENT CHANNELIZATION DRUMS WITH TYPE C STEADY BURN LIGHTS SCALE PAVEMENT REMOVAL etf!�_ __ __ CHANNELIZATION DRUMS 0 50 100 150 200 •BARRICADE. TYR III 5-98 JDB TRAFCFFDSD.I On p- ii p- g I WRONG WAY A R5_9 36, x 24, TYPE III BARRICADE­�j TEMPORARY PAVEMENT MARKING. CHANNELIZING. a -INCH. REMOVABLE TAPE DO NOT ENTER R5,1 a. X• 30, TEMPORARY PAVEMENT MARKING, 4-INCH, REMOVABLE TAPE (YELLOW) 1/3sfx' 36- 24. RI-1 X 2" USE ROAD CLOSURE BARRICADE Or -TAIL CN S.D.D. 'BARRICADES a SIGNS FCR ROAD CLOSURES' CHANNELIZATION DRUMS o 251 CENTERS USE ROAD CLOSURE BARRICADE END DETAIL ON S.D.D. 'BARRICADES & SIGNS ROAD WORK FOR ROAD CLOSURES'. G20_2A 42- X 24' Rt-2 36, x 31, LEGEND C333 TRAFFIC PERMANENT CONSTRUCTION TEMPORARY PAVEMENT CHANNELIZATION DRUMS WITH TYPE C STEADY BURN LIGHTS PAVEMENT REMOVAL • CHAt4lELIZATION DRUMS, \—TEMPORARY PAVEMENT 1BARRICADE. TYR III MARKING. 4-INCH, REMOVABLE TEMPORARY PAVEMENT MARKING, ARROWS. REMOVABLE TAPE TAPE tYELLOW) TEMPORARY PAVEMENT MARKING, WORDS. REMOVABLE TAPE HIGH RIDGE ROAD ----------- L ----------------- A - I :z ROAD x :f WORK A00 - - - ---------------- ----------------- PEI 14-qA AnR DATE 21JUL98 LINE NUMBER ITEM ITEM DESCRIPTION Colo 20101 CLEARING 0020 20104 GRUBBING 0030 20330 REMOVING OLD CULVERTS 0040 20351 REMOVING OLD BRIDGE, STATION STATION 339+70 0050 20352 REMOVING OLD BRIDGE., STATION STATION 441+19.5 E S T I M A T E O F Q U A N T I T I E S 7200-04-71 UNIT TOTAL QUANTITY STA. 143.00 143.00 STA. 143.00 143.00 EACH 1.00 1.00 LS 1.00 1.00 IV 1.00 1.00 0060 20353 REMOVING OLD BRIDGE, STATION STATION LS 1.00 1.00 492+25 0070 20411 REMOVING GUARDRAIL L.F. 1,200.00 1,200.00 OOCO 20417 REMOVING SEPTIC TANKS EACH 2.00 2.00 0090 20460 REMOVING BUILDING, STATION 415+50 LT LS 1.00 1.00 0100 20483 ABANDONING WELLS EACH 1.00 1.00 Olio 20501 COMMON EXCAVATION C.Y. 767,591.00 767,591.00 0120 20502 ROCK EXCAVATION C.Y. 4,346.00 4,346.00 0130 20610 EXCAVATION FOR STRICTURES, BRIDGES LS 1.00 1.00 B-55-165 0140 20620 EXCAVATION FOR STRUCTURES, CULVERTS LS 1.00 1.00 C-55-024 0150 20621 EXCAVATION FOR STRUCTURES, CULVERTS LS 1.00 1.00 B-55-162 0160 20622 EXCAVATION FOR STRUCTURES, CULVERTS LS 1.00 I.00 B-55-163 0170 20623 EXCAVATION FOR STRUCTURES, CULVERTS LS 1.00 1.00 B-55-164 ciao 20801 BORROW EXCAVATION C.Y. 377,497.00 377,497.00 0190 21001 STRUCTURE BACKFILL C.Y. 290.00 290.00 0200 21301 FINISHING ROADWAY LS 1.00 1.00 0210 21401 OBLITERATING OLD ROAD STA. 52.40 52.40 0220 30404 CRUSHED AGGREGATE BASE COURSE TON 235,530.00 235,530.00 0230 30426 BREAKER RUN STONE TON 150.®o 150.00 0240 40204 ASPHALTIC MATERIAL FOR TACK COAT GAL. 8,530.00 8,530.00 0250 40301 QUALITY MANAGEMENT PROGRAM, ASPHALTIC TON 20,610.00 20,,610.00 MIXTURE 0260 40501 ASPHALTIC MATERIAL FOR PLANT MIXES TOM 1,240.00 1,240.00 0270 40712 ASPHALTIC CONCRETE PAVEMENT, TYPE HV TON 4,020,00 4,020.00 0280. 40713 ASPHALTIC CONCRETE PAVEMENT, TYPE MV TON 5,050.00 5e050.00 0290 40714 ASPHALTIC CONCRETE PAVEMENT, TYPE LV TON 11,540.00 11,540.00 0300 41101 ASPHALTIC SURFACE TON 700.00 700.00 DATE 21JUL98 ES T IMAT E 0 F Q U A H T IT I E S LINE 7200-04-71. NUMBER ITEM ITEM DESCRIPTION UNIT TOTAL QUANTITY 0310 4110+'a ASPHALTIC SURFACE, S:`aFEi"! T.31. VJ:S TOR 1I2.00 112.00 0320 41105 ASPHALTIC SUr°"ACE, DRIV '4A1S P.KD FIELD TON I'SE0.00 1'-S^ O.00 ENTRANCES 0330 41106 2SPHALTIC SURFACE, TEv*:"'A;Z TOM 1.,500.00 1,500. OC, 0340 41SIO CONCRETE PAVEMENT, 10-ItICR S.Y. 1C8,439.00 108,439.00 0350 41511 CONCRETE PAVE:-'.EHT, 11-INCH S.Y. 70,620.00 70,620.00 0360 41520 H.E.S. CONCRETE PAVEMENT, 10-INCH S.Y. 5,836.00 5,936.00 0370 41521 H.E.S. CONCRETE PAVEMENT, 11-INCH S.Y. 881.00 881.00 0380 41665 CONCRETE PAVEMENT GAPS EACH 17.00 17.00 0390 50201 CONCRETE MASCHRY, BRIDGES C.Y. 506.00 506.00 0400 50265 PROTECTIVE SURFACE TREAI"tlEVT S.X. 1,180.00 1,180.00 0410 50307 PRESTRESSED GIRDER, I TYP2, 54-IkCl& L.F. 1,229.00 I,229,00 0420 50401 CONCRETE KASCN7Y, CULVERTS C.Y. 1,141.00 1,141.00 0430 50409 CONCRETE MASONRY, ENDNALLS C.Y. 39.110 39.30 0440 50504 HIGH STRENGTH BAR STEEL REINFORCEMENT, LO. 8,420.00 8,420.00 BRIDGES 0450 50505 HIGH STRENGTH BAR STEEL REINFORCENE;IT, LB. 126,720.00 126,720.00 CULVERTS C460 50511 COATED HIGH STRENGTH BAR STEEL LB. 77,310.00 77,310.00 REINFORCEMENT, BRIDGES 0470 50601 STRUCTURAL CAP3Gd STEEL LB. 25.00 25.00 Or= 50626 MON-LAMINATED ELASTCMERIC BEARING PADS EACH 18.00 13.00 0490 50640 STEEL DIAPHRAGMS, STRUCTURE 8-55-165 EACH 2O.00 20.00 0.500 51121 STEEL. FILING, DELIVERED A10 DRIVE!, HP L.F. 4,440.00 4,440.00 10-INCH 42 POUND 0510 51605 RUBBERIZED MEMBRANE 4ATERPROOFMG S.Y. 41.00 41.00 0520 52003 CULVERT PIPE, CLASS III, 18-INCH L.F. 434.00 434.00 0530 52005 CULVERT PIPE, CLASS III, 24-INCH L.F. 832.00 832.00 0540 52007 CULVERT PIPE, CLASS 111, 30-INCH L.F. 744.00 744.00 OS50 52013 CULVERT PIPE, CLASS III, 60-INCH L.F. 240.00 240.00 0560 52149 STEEL APRON E.'DWALLS FOR CULVERT PIPE, EACH 12.00 12.00 18-INCH 0570 52151 STEEL APROH ENDVALLS FOR CULVERT PIPE, EACH 2O.00 20.00 24-INCH 0580 52152 STEEL APRON ENDNALLS FOR CULVERT PIPE, EACH 16.00 16.00 30-INCH OS90 52157 STEEL APRON ENONALLS FOR CULVERT PIPE, EACH 6.00 6.00 60-TWH 0600 52202 REINFORCED CONCRETE CULVERT PIPE, CLASS L.F. 130.00 130.00 III, 15-INCH DATE 21JUL98 LINE NUMBER ITEM ITEM DESCRIPTION 061D 52205 REINFORCED CONCRETE CULVERT PIPE, CLASS III, 24-INCH 0620 52207 REINFORCED CONCRETE CULVERT PIPE, CLASS 111, 30-INCH 063D 522D9 REINFORCED CONCRETE CULVERT PIPE, CLASS III, 36-INCH 0640 52210 REINFORCED CONCRETE CULVERT PIPE, CLASS III, 42-INCH 0650 52211 REINFORCED CONCRETE CULVERT PIPE, CLASS III, 48-INCH 0660 52213 REINFORCED CONCRETE CULVERT PIPE, CLASS III, 60-INCH ESTIMATE OF Q U A N T I'T I ES 7200-04-71 UNIT TOTAL QUANTITY L.F. 1,072.00 1,072.00 L.F. 868.00 868.00 L.F. 436.00 436.00 L.F. 418.00 418.00 L.F. 152.00 152.00 L.F. 900.00 900.00 0670 52261 REINFORCED CONCRETE APRON ENDWALLS FOR EACH 2.00 2.00 CULVERT PIPE, 15-INCH 0680 52264 REINFORCED CONCRETE APRON ENDWALLS FOR EACH 12.00 12.00 CULVERT PIPE, 24-INCH 0690 52266 REINFORCED CONCRETE APRON ENDWALLS FOR EACH 10.00 10.00 CULVERT PIPE, 30-INCH 070O 52267 REINFORCED CONCRETE APRON ENOWALLS FOR EACH 4.00 4.00 CULVERT PIPE, 36-INCH 0710 52268 REINFORCED CONCRETE APRON ENDWALLS FOR EACH 3.00 3.00 CULVERT PIPE, 42-INCH 0720 52269 REINFORCED CONCRETE APRON ENDWALLS FOR EACH 2.00 2.00 CULVERT PIPE, 48-INCH 0730 52275 REINFORCED CONCRETE PIPE CATTLE PASS L.F, 175.00 175.00 0740 52336 REINFORCED CONCRETE HORIZONTAL L.F. 1,240.00 1,240.00 ELLIPTICAL CULVERT PIPE, CLASS HE-111, 19X30-INCH 0750 52338 REINFORCED CONCRETE HORIZONTAL L.F. 160.00 160.00 ELLIPTICAL CULVERT PIPE, CLASS HE-I1I, 24X38-INCH 0760 52361 REINFORCED CONCRETE APRON ENDWALLS FOR EACH I5.00 15.00 HORIZONTAL ELLIP. CULVERT PIPE, 19X30-INCH 0770 52363 REINFORCED CONCRETE APRON ENDWALLS FOR EACH 2.00 2.00 HORIZONTAL ELLIP. CULVERT PIPE, 2038-INCH ` 0780. 60103 CONCRETE CURB, TYPE G L.F. 1,013.00 1,013.00 0790 60133 CONCRETE CURB AND GUTTER, 30-INCH, TYPE L.F. 415.00 415.00 D 0800 60160 CONCRETE CURB AND GUTTER, 36-INCH, TYPE L.F. 2,038.00 2,038.00 A 0810 60205 CONCRETE SIDEWALK, 5-INCH S.F. 312.00 312.00 0820 60210 CONCRETE LOADING ZONE S.F. 340.00 340.00 0830 60405 SLOPE PAVING,CRUSHED AGGREGATE S.Y. 380.00 380.00 0840 60601 RIPRAP C.Y. 1,419.00 1,419,00 0850 60602 HEAVY RIPRAP C.Y. 528.00 528.00 DATE 21JUL96 EST I M A TE OF QUANTITIES SHEET: 3.4 LINE 7200-04-71 HUMBER ITEM ITEM DESCRIPTION UNIT TOTAL QUANTITY 0860 61113 i"HDLFi, TYPE 5 EACH 1.00 1.00 0370 61115 MANHOLES, TYPE 6 EACH 1.00 1.00 0680 61124 INLETS, TYPE 9 EACH 2O.00 28.00 0890 61126 INLETS, TYPE 11 EACH 4.00 4.00 0900 61170 INLET COVERS, TYPE MS EACH 72.00 72.00 0910, 61406 ANCHORAGES FOR STEEL PLATE B GUARD EACH 4.00 4.00 0920 61407 STEEL THRIE BEAM STRICTURE APPROACH L.F. 108.00 108.00 0930 61408 STEEL PLATE BEAM GUARD, CLASS A L.F. 706.00 706.00 0940 61433 ANCHOR ASSEMBLIES FOR STEEL 7LATE BEAM EACH 4.00 4.00 GUARD 0950 61434 STEEL PLATE BEAD% GUARD, SLOTTED RAIL EACH 4.00 4.00 TERMINAL 0960 61601 WOVEN WIRE FENCE L.F. 5,517..00 5,517.00 0970 61614 CRAIN LINK FENCE, 8 FT. L.F. 20.50 20.50 0980 61620 CHAIN LINK. FENCE, GATES, 3° 6^ EACH 1.00 1.00 - 0990 61601 MAINTERAIXE AND REPAIR OF HAUL ROADS LS 1.00 1.00 1000 61910 MOBILIZATION LS 1.00 1,00 1010 62202 ASPHALTIC SHOULDER RUMBLE STRIP L.F. 122,270.00 122,270.00 1020 62505 SALVAGED TOPSOIL S.Y. 520s400.00 520,400,00 1030 62702 MULCHING S.Y. 724,400.00 724,400.00 1040 62811 EROSIM BALES, DELIVERED EACH 200.00 200.00 10S0 62812 EROSION BALES, INSTALLED EACH 1200.00 200.00 1060 62317 SILT FENCE KAINTEMAKE L.F. 55,200.00 55,200.00 1070 62819 N031L TZ , ERGSICM CONTROL EACH 10.00 10.00 1080 62821 MOBILIZATIONS, EMERGENCY EROSION EACH 2O.00 20.00 CONTROL " 1090 62824 EROSION MAT, DELIVERED, CLASS I, TYPE B S.Y. 92,000.00 92,000.00 1100 62825 EROSION MAT, INSTALLED, CLASS I., TYPE B S.Y. 92,000.00 92,000.00 1110 62630 EROSION MAT, DELIVERED, CLASS II, TYPE S.Y. 1,020.00 1,020.00 A 1120 62331 EROSIOP4 HAT, I$'.STALLED, CLASS 11, TYPE S.Y. 1,020.00 1,020.00 A 1130 62832 EROSION MAT, DELIVERED, CLASS II, TYPE S.Y. 29,600.00 29,600.00 8 1140 62833 EROSION MAT, INSTALLED, CLASS 11, TYPE S.Y. 29,600.00 29e600.00 e 1150 62848 SILT FENCE, SILTY SOIL, DELIVERED L.F. 15,400.00 15,400.00 1160 62649 SILT FENCE, SANDY SOIL, DELIVERED L.F. 3,000.00 3,000.00 DATE 21JUL98 ESTIMATE OF Q U A N T I TI ES LINE 7200-04-71 NUMBER ITEM ITEM DESCRIPTION UNIT TOTAL QUANTITY 1170 62850 SILT FENCE, SILTY SOIL„ INSTALLED L.F. 15,400.00 15,400.00 1180 62851 SILT FENCE, SANDY SOIL, INSTALLED L.F. 3,000.00 3,000.00 1190 6290S FERTILIZER, TYPE B CWT. 460.00 460.00 1200 63003 SEEDING, TEMPORARY LB. 4,112.00 4,112.00 1210 63009 SEEDING, MIXTURE NO. 20 LB. 14,042.00 14,042.00 1220 63011 SEEDING, MIXTURE 80. 40 LB. 354.00 354.00 1230 63015 SEEDING, BORROW PIT MIXTURE LB. 3,000.00 3,000.00 1240 63101 SODDING S.Y. 1,140.00 1,140.00 1250 63311 TEMPORARY DELINEATORS EACH 25.00 25.00 1260 64220 FIELD OFFICE, TYPE C LS 1.00 1.00 1270 1280 1290 1300 1310 64301 64310 64313 64318 64323 TRAFFIC CONTROL TRAFFIC CONTROL, ARROW BOARDS TRAFFIC CONTROL, DRUMS TRAFFIC CONTROL, BARRICADES, TYPE III TRAFFIC CONTROL, WARNING LIGHTS, TYPE C LS DAYS DAYS DAYS DAYS 1.00 700.00 93,900.00 89,500.00 10,000.00 1.00 700.00 93,900.00 89,500.0D 10,000.00 1320 64326 TRAFFIC CONTROL, SIGNS DAYS 42,700.00 424700.00 1330 64329 TRAFFIC CONTROL, FLEXIBLE TUBULAR EACH 35.00 35.00 MARKER POSTS 1340 64333 TRAFFIC CONTROL, FLEXIBLE TUBULAR EACH 35.00 35.00 MARKER BASES 1350 64503 GEOTEXTILE FABRIC, TYPE DF S.Y. 300.00 300.00 1360 64505 GEOTEXTILE FABRIC, TYPE R S.Y. 1,419.00 1,419.00 1370 64506 GEOTEXTILE FABRIC, TYPE HR S.Y. 528.00 528.00 1380 64601 PAVEMENT MARKING, 4-INCH, PAINT L.F. 120,80D<OD 120,800.00 1390 64602 PAVEMENT MARKING, 4-INCH, EPDXY L.F. 174,207.00 174,207.00 1400 64618 PAVEMENT MARKING, CHANNELIZING, 8-INCH, L„F, 4,000.00 4,000.00 EPDXY 1410 64636 LOCATING NO -PASSING ZONES MI. 4.80 4.80 1420 64642 REMOVING PAVEMENT MARKINGS L.F. 81,000<00 81,000.00 1430 64714 PAVEMENT MARKING, STOP LINE, 24-INCH, L.F. 403.00 403.00 EPDXY 1440 64750 PAVEMENT MARKING, SYMBOLS, EPDXY EACH 4.00 4.00 1450 64766 PAVEMENT MARKING, DIAGONAL, 8-INCH, L.F. 490.00 490.00 EPDXY 146D 64786 PAVEMENT MARKING, PARKING STALL, EPDXY L.F. Y,512.00 1.,512.00 1470 64902 TEMPORARY PAVEMENT MARKING, 4-INCH, L.F. 81,405.00 81,405.00 REFLECTORIZED PAINT DATE 21JUL98 ESTIMATE OE QUAN T I T I ES SHEET: 3.6 LINE 7200-04-71 NUMBER ITEM ITEM DESCRIPTION UNIT TOTAL QUANTITY 1480 64904 TEMPORARY PAVEMENT L.F. 3,600.00 3,600.00 REMOVABLE TAP® 1491 64908 TEMPORARY PAVEMENT MkRKIMG, L.F. 2DO40 293.00 C;1"FLIZING, -ZEMVAZL�: TAPE 1500 6/4918 TEMPORARY PAVEMENT' MARKING, ARRC'zS, EACH 2.00 2.00 REMOVABLE TAPE islo 644920 TEMPORARY PAVEMENT KAMLr,, NORD3, EACH 1.00 1.00 PEMOVABLE TAPE 1520 65010 CONSTRUCTION STAKING, SUSGRADE STA. 713.00 713.00 I530 65020 CONSTRUCTION STAKING, CRUSHED AGGREGATE STA. 713.00 713.00 BASE COURSE 350.00 2-INCH isso 65221 NONMETALLIC C=UrT, Sr!'2N;LE 41). L.F. 1,676.00 1,67640 3-IMCH i560 65250 LOOP DETECTOR CONDUIT L.F. 756.00 756.00 1570 65306 PULL BOXES, STEEL, 2036-IMCH EACH 8.00 3.00 isso 65320 JUNCTION BOXES, $X8X8-INCH EACH 0.00 8.00 1590 65403 CONCRETE BASES, TYPE 5 - EACH .00 1600 55566 ELECTRICAL WIRE, LIGHTIKr,, -0. 12 L.F. 420.00 420.a0 1610 6SS67 ELECTRICAL WIRE, LIGHT1W., FMB 10 L.F. I,050.Q0 1'050.00 1620 65580 LOOP DETECTOR LEAD 14 CA-ILE L.F. 472.00 472.00 1630 65585 LOOP DETECT" 41?E L.F. 2, 430.0* 1,480.00 .00 1.00 PARK AND RIDE, 40-RT. 1650 65705 POLES, TY7--- 5 EACH 3.00 3100 1660 65903 LUMINAIRES, UTILITY, 130 'WATTS EACH 5.0* 540 1670 65936 LUMINAIRE Ar7a, TRUSS TYPE, 4 1/2-XKH EACH 5.00 5.00 CLAMP, 12-FOOT 16,80 90004 MISC 90004A WEATHER STATION LS 1.00 1.00 1.00 1.00 INCENTIVE FOR PAVEMENT PROFILE MEX 1700 90004 HISC 90004C FNP, INCENTIVE FOR CONCRETE LS 1.00 1.00 PAVEMENT CCR"ESSIVE STRENGTH 1710 90004 MISC 90004) TL-,ULAR RAILIM, SPECIAL, LS 1.00 1.00 STRUCTURE B-55-165 1720 90005 MISC 90005A, CONSTRUCTION STAKING, EACH 1.00 1.00 STRUCTURE B-55-165 1730 90005 MISC 90005A REMOVING APRON ENDWALLS EACH 1.00 1.00 1740 40033 MISC 90033A QUALITY MANAGEMENT PROGRAM, S.Y. ISS, 776.00 185, 776.00 CONCRETE PAVEMENT 1750 90037 MISC 90037A PRELIMINARY CONSTRUCTION STA. 713.00 713.00 STAKING DATE 21JUL98 ES T I M A T E OF Q U A N T I TI ES SHEET: 3.7 LINE 7200-04-71 NUMBER ITEM ITEM DESCRIPTION UNIT TOTAL QUANTITY 1760 90365 QUALITY MAMAGEMENT PROGRAM, BASE TON 235,530.00 235,530.00 COURSES 1770 90501 QUALITY MANAGEMENT PROGRAM, READY MIXED C.Y. 506.OD 506.00 CONCRETE MASONRY FOR BRIDGES 1780 90502 QUALITY MANAGEMENT PROGRAM, INCENTIVE DOL 140 1.00 FOR CONCRETE MASONRY COMPRESSIVE STRENGTH 1790 90641 TEMPORARY FENCING L.F. I,O00.00 1,000.04 1800 90780 CONSTRUCTION STAKING, STRUCTURE EACH 1.00 1.00 C-55-024 1810 90781 CONSTRUCTION STAKING, STRUCTURE EACH 1.00 z.aa B-55-162 1820 90782 CONSTRUCTION STAKING, STRUCTURE EACH 1.00 1.00 B-55-163 1830 90783 CONSTRUCTION STAKING, STRUCTURE EACH 1.00 1.00 B-55-164 1840 90785 CONSTRUCTION STAKING, PIPE CULVERTS EACH 74.00 74.00 185D 90786 CONSTRUCTION STAKING, CONCRETE PAVEMENT STA. 579.90 579.9D 1860 9D998 ON-THE-JOB TRAINING, ASP-lT HRS. 200.00 200.00 1670 90999 ON-THE-JOB TRAINING, ASP-1 HRS. 800.DD 800.00 STATE PROJECT NUMBER HEFT,,{ NO 7200-04-71 -3A REMOVING BUILDING, STATION 415.50 LT CLEARING AND GRUBBING ----- -- ---- MISCELLANEOUS OUANTITIES m� LOCATION REMARKS LUMP Sl1M STH 35 ST. CROIX. CO. CLEARING GRUBBING STA 415.50 LT. CORN CRIB 1 LOCATION STA. STA. 328-00 - 345.00 34 34 -- 359.00 - 364.00 10 10 382.00 - 385.00 6 6 ABANDONING WELLS 415.00 - 419.00 8 8 --_.-. 424.00 - 433.00 18 18 LOCATION EACH U 440.00 - 441.00 2 2 OBLITERATING OLD ROAD 460.00 - 470.00 20 20 477.00 - 479.00 4 4 STA 416.00 RT 1 LOCATION_ STATION 491.00 - 493.00 4 4 0 513-00 - 514-00 2 2 S.T.H. 35 } G 535.00 - 536.00 2 2 591.00 - 603-00 24 24 407.00 - 412.50 5.5 COMFriON EXCAVATION 419.00 - 425.00 6.0 CTH FF 490.00 - 496-50 6,5 LOCATION REMARKS C.Y, 498.30 - 499.50 1,0 a 26.00 - 29-00 3 3 STAGE I. C0%fVON 545.379 FRONTAGE ROAD 4 STAGE 1 EBB 123,761 RADIO ROAD (NORTH) 3„2 'r STAGE 2 COMMON 52,703 CHAPNAN ROAD 7,0 o 60.00 - 65.00 5 5 STAGE 2 EBS 45.743 GLOVER ROAD 3.2 > €� 70.00 - 71„00 1 1 COULEE ROAD 7,5 ..-. TOTAL: 70T,591 VALLEY VIEW ROAD 2.5 0 h TOTAL: 143 143 NOTE: SEE EARTH RORK TABLE TONER ROAD 10.0 ti TOTAL. 52.4 H ROC, EXCAVATION REMOVING GUARDRAIL LOCATION m C.y„ LOCATION L.F. a STA. 345.00 - 372.00 4346 339.60 STRUCTURE B-55-004 400 - 441.25 STRUCTURE B-55-005 400 NOTE: SEE EARTH WORK TABLE R 491-80 STRUCTURE 8-55-006 400 BREAKER RUN STONE TOTAL: 1200. LOCATION TON BORROW EXCAVATION Y LOCATION C.y„ STA 427.50 TO 428.50 LT (BLANKET DRAIN) ISO STAGE 1 337,303 STAGE 2 40„5.94 REMOVING SEPTIC TANKS TOTAL: 377,497 LOCATION EACH STA 322.00 LT. I NOTE: SEE EARTH WORK TABLE REMOVING APRON ENDWALL STA 328^00 LT, I. -- LOCATION EACH TOTAL: 2 REMOVING OLD CULVERTS STA 506-GO RT. 1 LOCATION EACH DESCRIPTION STA. 434.20 RT. 1 24" X 50' R.C.C.P. E _ FIE NAME: wO0MD6 T2000<00:R2005n5C.O0 REY. DATE: 7-15,95 RXB PLOT Po.VCY Y200l 01 wt$AOY/CAClDS SHEET 42 CRUSHED AGGREGATE BASE COURSE STATION LOCATION TON REMARKS STATION LOCATION TON REMARKS STAGE I CRUSHED AGGREGATE BASE COURSE 307.00 - 313.05 S.B. 2900 BASE STATION LOCATION ION REMARKS 307-00 - 313.05 S.B. 400 SHOULDERS 313.05 - 372-00 S.B. 12400 BASE (INCLUDING TURN LANES & MED, X-OVER) TOWER ROAD 313.05 - 372.00 S.B. 6400 SHOULDERS 372.00 - 399.00 N.B. & S.B. 12300 BASE (INCLUDING TURN 29.00 - 43.22 2300 BASE LANES & MED. X-OVER) 29.00 - 43.22 200 SHOULDERS 372.00 - 399.00 N,B. A S.B. 5900 SHOULDERS 45.40 - 52-43 1200 BASE 399^00 408.00 S.B. 1800 BASE 45.40 - 52.43 100 SHOULDERS 339^00 408.00 S.B. 1000 SHOULDERS 408.00 422.00 N.B. & S.B. 7100 BASE (INCLUDING TURN HIGH RIDGE ROAD LANES & MED. X-OVER) 408-00 - 422.00 N„B. A S.B. 31GO SHOULDERS 5>75 - 18.48 2550 BASE 422-00 - 49Z.00 S.S. 13800 BASE 5.75 - 18.48 180 SHOULDERS 422.00 - 492.00 S.B. 7600 SHOULDERS 21.01 - 31.90 2400 BASE 492.00 - 603.00 N,B, & S.B. 36000 BASE (INCLUDING TURN 21.01 - 31.90 260 SHOULDERS LANES & MED. X-OVER) 492.00 - 603-00 N.B. & S.B. 28300 SHOULDERS TEMPORARY PAVEMENT RADIO ROAD 400 RADIO RD. 365.00 - 372-00 1000 10.00 - 13.24 800 BASE FRONTAGE RD. / NORTH CONNECTION 200 10.00 - 13-24 60 SHOULDER 399-00 - 405.00 700 16.21 - 24.00 1400 BASE GLOVER ROAD 80 C.T.H. FF , COULEE ROAD 900 16.21 - 24.00 120 SHOULDERS 544.00 400 - 560.00 FRONTAGE ROAD I STAGE 2 31-58 - 37-00 1200 BASE 31.58 - 37.00 100 SHOULDERS 37.00 - 47.00 200 SHOULDERS 287.65 - 313.05 N.S, 11900 BASE 47-00 - 51-96 1100 BASE 287-05 - 313.05 N.B. 1600 SHOULDERS 47-00 - 51.Sr so SHOULDERS 313.05 - 37Z.00 N.S. 12700 BASE (INCLUDING TURN LANES) 313-05 - 372.00 N.B. 6400 SHOULDERS CLOVER ROAD 399.00 - 408.00 N.B. 1800 BASE 399.00 - 40B-00 N.B. 1000 SHOULDERS 10.00 - 18.41 1500 BASE 10-00 - 18.41 130 SHOULDERS 422.00 - 492-00 N.B. 13800 BASE 422-00 - 492.00 N.B. 7000 SHOULDERS C.T.H. FF , COULEE RD. CLOVER ROAD 24.00 - 26-30 1100 BASE 24.00 - 28.30 120 SHOULDERS 21.05 - 23.00 500 BASE 31.50 - 45.00 2400 BASE 21.05 - 23.00 50 SHOULDERS 31-50 - 45-00 160 SHOULDERS FRONTAGE ROAD 2 VALLEY VIEW ROAD CUL-DE-SAC 1200 BASE CUL-DE-SAC 1300 BASE CUL-DE-SAC 100 SHOULDERS CUL-DE-SAC 70 SHOULDERS COULEE ROAD 1000 BASE FRONTAGE ROAD 4 FRONTAGE ROAD 3 60.10 - 77.63 3000 BASE STA 40-30 TO 46.61 1000 BASE 60.10 - 77.63 260 SHOULDERS STA 40.30 TO 46.61 100 SHOULDERS STATION LOCATION TON MISCELLANEOUS MEDIAN CROSSING (8) 3500 325.00 RT. 400 COMERCIAL ENTRANCE 325.00 LT. 80 COMERCIAL / PRIVATE ENTRANCE 444.86 RT. 600 TRAILER PARK ENTRANCE 457.60 RT, 250 PRIVATE ENTRANCE PRIVATE & FIELD ENTRANCES (22) 1400 PARK-N-RIDE LOT 1600 TELEPHONE HUT 2BO TEMPORARY ENTRANCES 300 TOTAL: 235530 I" .0"06 REV. D.,E: . a WsSOOT/CADDS SHEET 42 STATE PROJECT NUMBER SHEET NO, 7200-04-71 ASPHALTIC CONCRETE PAVEMENT, TYPE MV MISCELLANEOUS OUANTITIES STATION TONS REMARKS SIR 35 ST. CROIX, CO^ ASPHALTIC MATERIALS FOR TACK COAT RADIO RD. LOCATION GAL. 10.00 - 13.24 250 3.5" ASPHALTIC SURFACE, SAFETY ISLAND 16.21 - 24.00 390 3" STA 287.66 TO 313.05 NB 450 STATION LOCATION TONS STA 307-00 TO 313.05 SB 130 CLOVER RD. - STA 287.66 TO 603.00 NB SHOULDERS 2550 10.00 - 18.49 430 3" RADIO RD. NORTH 25 STA 30T-00 TO 603.00 SB SHOULDERS 2400 21.20 - 23.00 140 3" SOUTH 24 SIDE ROADS 3000 C.T.H. FF GLOVER RD. EAST 13 TOTAL: 8530 24.00 - 28.30 290 3.5" WEST 12 COULEE RD. 31.12 - 45.00 650 3" CTH FF / COULEE RD EAST WEST 11 10 DUALITY MANAGEMENT PROGRAM. ASPHALTIC '.qIXTURE FRONTAGE RD. 3 HIGH RIDGE RD. EAST 9 LOCATION TON 40.24 - 46.61 340 3. NEST a PROJECT TOTAL: 20,610 VALLEY VIEW RD. TOTAL: 112 CUL-DE-SAC 400 31, ASPHALTIC SURFACE, DRIVEWAYS AND FIELD ENTRANCES !9 1% FRONTAGE RD. 4 ASPHALTIC MATERIAL FOR PLANT MIXES 60.00 - 77-63 900 31, TONS -REMARKS _STATION _LOCATION LOCATION TON HIGH RIDGE P.D. MEDIAN CROSS OVER 9.1 - 5.75 - 16=43 760 3"1 !9 4 PROJECT TOTAL: 1240 21 -01 - 31-90 600 31 309-45 120 4" 325-00 170 4" TOTAL: 5050 36B-2B 444-36 120 150 4" 41, 457-60 160 4" 4 ASPHALTIC CONCRETE- PAVEMENT, TYPE HV ASPHALTIC CONCRETE PAVEMENT, TYPE LV 479-39 170 4" q 532.00 50 STATION LOCATION TON STATION LOCATION TONS - REMARKS 594-50 so STAGE I STAGE I ENTRANCES - 313.05 S.B. 640 313.05 - 372.00 S.B. 1000 SHOULDER 309.45 LT. 20 2"307,00 A 307-00 - 313-05 (SHOULDERI` S.B. 130 372.00 - 399.00 N.B. & S.B. B60 SHOULDER 325.00 FIT. ISO 2'* 9 399.00 - 408.00 S.B. 150 SHOULDER 325.00 LT. 80 21, 4 STAGE 2 9 408.00 - 422.00 N.B. A S.B. 400 SHOULDER 444-86 R% 310 3. U 26T•65 - 313.05 N.B. 2700 422.00 - 492-00 S.B. 1225 SHOULDER 287.65 - 313.05 (SHOULDER) N.B. 550 492.00 - 603.00 N.D. & S.B. 3650 SHOULDER TOTAL. 1550 4 TOTAL: 4020 FRONTAGE RD. I 31.51 - 37.00 LT, A RT. 365 SURFACE AND SHOULDER 37.00 - 47-00 600 SURFACE AND SHOULDER ASPHALTIC SURFACE� TE�iPORARY 47.00 - 51-96 LT. & RT. 340 SURFACE AND SHOULDER STATION TONS REMARKS ASPHALTIC SURFACE STAGE 2 RADIO RD. 160 41, STATION LOCATION TONS REMARKS 313.05 - 372.00 N.B. 980 SHOULDER 362.75 - 372.00 310 4" 399.00 - 408.00 N.B. 160 SHOULDER FRONTAGE RD. 1 60 4" PARK & RIDE LOT 42Z.00 - 492.00 N.B. 1225 SHOULDER 399.00 - 406.00 280 4" EXIST STH 35 & HICHRIDGE RD. 700 2.5- 492-00 - 500-00 N�B� 50 SHOULDER CLOVER RD. 20 4" CTH FF E COULEE RD. 270 4" FRONTAGE ROAD 2 543,00 560.00 400 A- 230.00 TO 23.25 160 SURFACE AND SHOULDER CUL-DE-SAC 375 SURFACE TOTAL: 1500 TOTAL- 11540 PM D.'E: 1-0-95 J46 WISDOTICADDS SHEET 42 R01 HAM 7200.002 STATION LOCATION STAGE 1 313.05 - 372.00 S.B. 3T2.00 - 359.00 N,B. & S.B 399-00 - 408.00 S.B. 408.00 - 422-00 N.B, & S.B 422.00 - 492.00 S.B. RADIO RD. FRONTAGE RD. 1 (375.00) FRONTAGE RD. 1 (395.001 GLOVER RD. STAGE 2 313.05 - 372.00 399.00 - 408.00 422.00 • 492.00 RADIO RD. t S0, YD. 16955 15290 2600 8121 19951 646 1774 1767 1393 N.B. 16799 N.B. 2600 N.B„ 19847 696 TOTAL.: 108439 REMARKS I H.E„S. PAVEMENT GAP a 325.00 1 H.E.S. PAVEMENT GAP a 375.50 2 H.E.S, PAVEMENT GAPS 0 457.50 & 479.50 MEDIAN & SOUTH MEDIAN & SIDE RD. MEDIAN & SIDE RD. MEDIAN & EASTWEST SIDES 2 H.E.S. PAVEMENT GAPS a 325.00 & 369.00 3 H.E.S. PAVEMENT GAPS 0 445.00, 457.60 & 479.50 MEDIAN & NORTH STATION LOCATION SO. YD. REMARKS STAGE 1 :T NUMBER 7200-04-71 MISCELLANEOUS OUANTITIES ST. CROIX, CO. H.E.S. CONCRETE PAVEMENT. 10-INCH STATION LOCATION SQ. YDS, REMARKS STAGE 1 325.00 S.B. 144 ENTRANCE GAP 50' 375.50 N.B. 267 ENTRANCE GAP 30' INCL. MEDIAN X-OVER 457-50 S.B. 8T ENTRANCE GAP 30' 479.50 S.B. 144 ENTRANCE GAP 50' RADIO RD. SOUTH 929 INTERSECTION MEDIAN 439 INTERSECTION GLOVER RD. WEST BOT INTERSECTION EAST 844 INTERSECTION MEDIAN 506 INTERSECTION STAGE II 325.00 N.B, 144 ENTRANCE GAP 50' 369.00 N,B. 87 ENTRANCE GAP 30' 445.00 N,B. 144 ENTRANCE GAP 50' 457.60 N.B. 87 ENTRANCE GAP 30' 479.50 N.B. 144 ENTRANCE GAP 50' RADIO RD. NORTH 903 INTERSECTION MEDIAN 160 INTERSECTION TOTAL: 5836 492.00 - 603-00 N.B. & S.B. 64257 G.T.H. FF WEST 1293 INTERSECTION " C.T.H. FF MEDIAN 1184 INTERSECTION HIGH RIDGE ROAD WEST 1157 INTERSECTION HIGH RIDGE ROAD MEDIAN 1170 INTERSECTION HIGH RIDGE ROAD EAST 1196 INTERSECTION STAGE. 2 COULEE ROAD 363 RIGHT TURN LANE TOTAL: 70620 H.E.S. CONCRETE PAVEMENT, 11-INCH STATION LOCATION SO, YDS. REMARKS STAGE 2 COULEE RD. B81 INTERSECTION FIE N&N E. HDGM;o. m SDOT/CADDS SHEET 42 I :T NUMBER T200-04-71 MISCELLANEOUS QUANTITIES SIR 35 ST.0 STATION STAGE I 325.00 345.50 375.50 414.50 CONCRETE PAVEMENT GAPS LOCATION EACH S.B. 1. S.B. 1 N.B. 1 N.B. I - REMARKS ENTRANCE RADIO RD. ENTRANCE GLOVER RD. -CONCRETE CURB AND LOCATION PARK AND RIDE LOT GUTTER, 30-INCH. TYPE D L.F. 415 LOCATION PARK AND CONCRETE RIDE LOT SIDEWALK, 5-INCH S,F. 312 415-00 S.B. 1 GLOVER RD. 457.60 S.B. k ENTRANCE CONCRETE LOADING ZONE 479-50 D.C. 1 ENTRANCE 495.00 N.B. 1 C.T.H. FF LOCATION 495.50 S.B. 1 C.T.H. FF 340 524.00 N.B. I VALLEY VIEW RD. PARK AND RIDE LOT VALLEY VrEV RD. CONCRETE CURB AND GLITTER, 36-INCH, TYPE A 524.00 S.S. 1 STATION TO STATION LOCATION L.F. REMARKS STAGE 2 _ 325.00 N.B. 1 ENTRANCE RADIO RD. S.E. GUAD., 104 344.50 N.B, 1 RADIO RD. S,Y?l QUAD. 80 369.00 N.B. 1. ENTRANCE N.E. OUAD. 80 445.00 N.B. 1 ENTRANCE N' Y". QUAD, 104 RIPRAP 457.60 N.B. 1 ENTRANCE ENTRANCE FRONTAGE RD. I (SOU7H) S, W, QUAD. sa STATION LOCATION SY 4 7950 N.B. 1 N.W. QUAD 93 322-00 PIPE RIGHT 33 TOTAL: 17 FRONTAGE'.RD. I (NORTH) S.W. QUAD. 61 339.10 PIPE RIGHT 133 N.W. QUAD, 93 364.00 PIPE LEFT 50 380-00 PIPE RIGHT 33 GLOVER RD. S.W. OUAD. 84 405.75 PIPE LEFT 89 N.W. QUAD. 95 441-00 PIPE RIGHT 233 N.E. QUAD. 151 456.00 TO 457.10 3 PIPES LEFT 367 S.E. QUAD. 96 493.00 PIPE LEFT 156 508.00 PIPE LEFT 33 FRONTAGE RD. 2 N.E. QUAD 42 578.00 PIPE LEFT 100 593.50 PIPE RIGHT 133 CONCRETE CURB TYPE G CTH FF e COULEE RD. S.W. QUAD. SO 602.00 PIPE RIGHT 44 N.W. QUAD. 101 ROCK DITCH CHECKS WHERE NEEDED 15 STATION TO STATION LOCATION L.F. REMARKS S.E. QUAD. 99 — N.E. QUAD. 178 TOTAL: 1419 RADIO RD. SOUTH 172 NORTH 165 FRONTAGE RD. 3 N.E. QUAD.. 76 GLOVER ROAD EAST 127 HIGH RIDGE RD, S„W„ QUAD. 85 WEST 127 N.W. QUAD. 90 S.E. QUAD. 94 CIH FF , COULEE RD. EAST 119 N.E. QUAD 89 14EAVY RIPRAP WEST 116 TOTAL: 2038 STATION LOCATION SY- HIGH RIDGE ROAD EAST 100 139 WEST 87 372.00 PIPE LEFT 374.00 PIPE RIGHT 389 TOTAL: 1013 TOTAL: 528 Lut OBSDOT/CADDS SHEET 42 L_ FvE el wnc++.os STATE. PRp,1ECT N4MBER .HE ET N4 7200-04-Ti MISCELLANEOUS QUANTITIES SIR 35 ST. CROIX, CO. ANCHORAGES FOR STEEL PLATE BEAM GUARD SALVAGED TOPSOIL LOCATION EACH -- -- STATION LOCATION SO.YD. TRAILER COURT ENTRANCE STEEL PLATE BEAM GUARD. SLOTTED RAIL TERMINAL LT STA 15.97 1 STH 35 _ _ RT STA 16-24 1 LOCATION EACH STAGE 1 LT STA 17�51 1 307.00 TO 372.00 LEFT 20400 RT STA 17.51 1 TOWER ROAD 307.00 TO 372.00 MEDIAN 8700 RT STA 41.67 TO 42.04.5 1 372.00 TO 408.00 LEFT 15300 TOTAL: 4 LT ST'A 41.68 TO 42.05.5 1 372.00 TO 399,00 RIGHT 12800 G RT STA 47.05 TO 47.42.5 1 372.00 TO 399.00 MEDIAN 6800 LT STA 47>06 T4 47*43.5 1 399.00 TO 408.00 408.00 TO 462.00 MEDIAN LEFT 1300 29800 - DTOTAL: 4 408.00 70 422.00 RIGHT 10400 408.00 TO 422.00 MEDIAN 3300 422.00 TO 462•00 MEDIAN 5800 '-- CHAIN LINK FENCE, 8 FT. 462-00 TO 524.00 LEFT 25800 -- ------ 462.00 TO 492.00 MEDIAN 4300 a LOCATION =^=° 492.00 TO 524.00 RIGHT 14200 N ~� 28.5 492.00 TO 524.00 MEDIAN 7100 0 STEEL THRIE BEAM STRUCTURE APPROACH WEATHER STATION 524-00 TO 5$5.00 LEFT 26300 14 524.00 TO 585.00 RIGHT 28100 --- V '� LOCATION -- L.F. CHAIN LINK FENCE. GATE, 3'6" 524.00 TO 585.00 MEDIAN 7100 585.00 TO 603^00 LEFT 13700 TOWER ROAD LOCATION EACH 585.00 TO 603.00 RIGHT 14300 RT STA 42.92 TO 43.19 27 WEATHER STATION 1 585.00 TO 603.00 MEDIAN 5000 LT STA 42.93 TO 43^20 27 RT STA 45.53 TO 45^80 27 STAGE 2 7 LT STA 45.54 TO 45-81. 27 28B-00 TO 345-00 RIGHT 19200 - 288-00 TO 307.00 MEDIAN 5300 TOTAL: 1a$ WOVEN WIRE FENCE 307=00 r0 345-00 MEDIAN sGQa 345.00 TO 372.00 RIGHT 8100 LOCATION L.F. 345.00 TO 372*00 MEDIAN 3700 ' 399.00 TO 408.00 RIGHT 4300 STA 577.00 TO 603.22 RT STA 577^00 TO 602^38 LF 2857 2660 399.00 TO 408-00 422.00 TO 433.00 MEDIAN RIGHT 1300 7100 ICI k n 422.00 TO 433.00 MEDIAN 1600 � TOTAL: 551.7 433^00 70 492^00 RIGHT 23$00 433.00 TO 492.00 MEDIAN $500 STEEL PLATE BEAM GUARD. CLASS A TEMPORARY FENCING RADIO ROAD 3400 LOCATION L.F. FRONTAGE ROAD 1 5600 LOCATION L.F, GLOVER ROAD 7000 TOWER ROAD FRONTAGE ROAD 2 900 RT STA 42.04.5 TO 42.92 87.5 AS DIRECTED BY THE ENGINEER 1000 CTH FF 2600 LT STA 42.05.5 TO 42.93 87,5 COULEE ROAD 8400 RT STA 45.80 TO 47.05 125.0 FRONTAGE ROAD 3 1600 ASPHALTIC SHOULDER RUMBLE STRIP L7 STA 45-81 TO 47^06 125.0 VALLEY VIEW ROAD CUL-DE-SAC 900 FRONTAGE ROAD 4 10200 TRAILER COURT ENTRANCE STATION LOCATION L,F. TOWER ROAD 24900 LT STA 15^97 TO 17.51 154.0 - --- HGIH RIDGE ROAD (INCLUDING FILL AREASP 76400 RT STA 16�24 TO 17.51 127.0 287.65 TO 603.00 NB, LT AND RT 63070 PARK AND RIDE 1100 - 307.00 TO 603.00 SB, LT AND RT 59200 OLD ROAD OBLITERATION 29000 TOTAL: 706.0 --- TOTAL: 122270 TOTAL: 520400 F�LE NAME: NDGW.D6 ii000iQO:T$00tai$C.pG WISDOT/CARDS SHEET 42 REV, DATE: 7-15-96 RRB SOT NAME: 7200M006 mumum LOCATION S0. YD. SEEDING AND SODDING AREAS 520400 BORROW PIT 204000 TOTAL. 724400 EROSION SALES LOCATION DELIVERED INSTALLED ENTIRE PROJECT 200 200 STATION 322-00 339.10 364.00 380.OG 405-75 441-00 456.00 TO 457.10 493-00 508.00 578.00 593.50 602.00 ROCK DITCH CHECKS STATION 372.00 374.00 TOTAL: 9 LOCATION PIPE RIGHT PIPE RIGHT PIPE LEFT PIPE RIGHT PIPE LEFT PIPE RIGHT 3 PIPES LEFT PIPE LEFT PIPE LEFT PIPE LEFT PIPE RIGHT PIPE RIGHT WHERE NEEDED GEOTEXTILE FABRIC, TYPE HR LOCATION PIPE LEFT PIPE RIGHT REMARKS AT THE ENGINEER'S DIRECTION STATION STAGE I LOCATION 322.00 MEDIAN INLET 322.00 PIPE LEFT 337-00 MEDIAN INLET 345.75 MEDIAN INLET 354.00 MEDIAN INLET 361^00 MEDIAN INLET' 362.00 TO 374.50 LEFT 3TS-00 MEDIAN INLET 350.00 PIPE LEFT 380a00 MEDIAN INLET SY 397.00 MEDIAN INLET _.�_._. 403.00 TO 413.00 LEFT 33 405.75 MEDIAN INLET 133 423.00 MEDIAN INLET 50 434.00 TO 449.00 LEFT 33 434.70 MEDIAN INLET 89 443>00 MEDIAN INLET 233 446.00 MEDIAN INLET 367 451.50 TO 457.40 LEFT 156 456.30 MEDIAN INLET 33 458=20 MEDIAN INLET £00 469.50 MEDIAN INLET 133 478.25 MEDIAN INLET 44 481.00 TO 484.75 LEFT 15 490.00 TO 496-50 LEFT ----- 491.35 MEDIAN INLET 1419 496.00 MEDIAN INLET 506.75 MEDIAN INLET 506•T5 PIPE RIGHT 515.00 MEDIAN INLET 531.-00 MEDIAN INLET 531.00 PIPE RIGHT 541.00 PIPE RIGHT 542.90 TO 552.95 RIGHT 545.00 MEDIAN INLET SY 545.00 PIPE LEFT 565.00 MEDIAN INLET 139 577.50 MEDIAN INLET 389 593.50 MEDIAN INLET ---. 593.50 PIPE LEFT 528 600.00 TO 603.00 RIGHT 602.00 MEDIAN INLET 602.00 PIPE LEFT cT. T ccnurc SILTY SOIL SANDY SOIL MAIN - DELIVERED 6 DELIVERED U TAINED INSTALLED INSTALLED LIN. FT. LIN. FT. LIN.FT 50 75 50 50 50 50 1250 50 75 50 50 1050 50 50 1500 50 50 50 590 50 50 50 5o 375 670 50 50 50 75 50 50 75 5o 1005 50 75 50 50 50 75 300 50 75 150 225 150 150 150 150 3750 150 225 150 150 3150 150 150 4500 150 150 150 1770 150 150 ISO 150 1125 2010 ISO 150 150 225 150 150 225 150 3015 ISO 225 150 150 150 225 900 150 225 STATION LOCATION FRONTAGE ROAD 4 63-45 PIPE RIGHT 71.00 TO 77.50 LEFT 73.25 PIPE RIGHT TOWER ROAD 49.00 TO 52.35 RIGHT CTH FF 27.50 PIPE LEFT STAGE II 295.00 MEDIAN INLET 302.00 MEDIAN INLET 317.00 TO 324.95 RIGHT 311.00 MEDIAL! INLET 322.00 MEDIAN INLET 332a00 PIPE RIGHT 337.00 MEDIAN INLET 339.80 TO 344.00 RIGHT 345.75 MEDIAN INLET 354.00 MEDIAN INLET 361.•00 MEDIAN INLET 364.00 PIPE RIGHT 405-T5 MEDIAN INLET 405-75 PIPE RIGHT 423.00 MEDIAN INLET 434.70 MEDIAN INLET 443.00 MEDIAN INLET 446.00 MEDIAN INLET 451.45 PIPE RIGHT 456.30 MEDIAN INLET 458-20 MEDIAN INLET 469.50 MEDIAN INLET 478^25 MEDIAN INLET 482.50 PIPE RIGHT 491.35 MEDIAN INLET 496.00 MEDIAN INLET UNDISTRIBUTED TOTAL: SILTY SOIL. SANDY SOIL MAIN - DELIVERED & DELIVERED A TAINED INSTALLED INSTALLED LIN. FT. LIN. FT. LIN.FT. I am ku 50 50 T95 50 50 75 50 420 50 50 50 75 50 75 50 50 50 50 7S 50 50 50 50 75 50 50 3000 ElSE 3000 3000 P.m ow 1.50 ISO 2385 150 150 225 150 1260 ISO 150 150 225 150 225 150 ISO 150 150 225 ISO ISO 150 ISO 225 1,50 150 16000 a t WISDOT/CADDS SHEET 42 FRC NlMC} xDCM,66 XTPOPa40aSOOwIS000 �,:'' oo u nam s. 'e.�a..oa _rnw M.dT wONEf T206fRDPP _ STATE PROJECT NUMBER ISHEET NO, MISCELLANEOUS OUANTITIES EROSION MAT CLASS I CLASS ll CLASS 11 CLASS I CLASS IT. CLASS II CLASS 1, CLASS II CLASS II TYPE B TYPE A TYPE B TYPE B TYPE A TYPE B TYPE B TYPE A TYPE B DEL & INST DEL. & INST DEL. & INST. DEL & TNST DEL. & INST DEL. & INST. DEL & INST. DEL. & INST DEL. & INST STAGE 1 -00 v 443-00 (OUTLET LEFT) 10 COULEE ROAD 434,66 (OUTLET RIGHT) 10 478-41 (OUTLET LEFT) 10 TOWER ROAD 456-25 (MEDIAN INLET) 15 506-80 �INLET RIGHT� 15 HIGH RIDGE ROAD 478-25 (MEDIAN INLET) 15 541-00 (OUTLET LEFT) 6 545-00 (MEDIAN INLET) 15 LOCATION CWT SEEDED AND SODDED AREAS 330 BORROW PIT 130 343-90 (FLUME RIGHT) 70 IS MIX MIX. TEMP, BORROW NO. 20 NO.. 40 MIX PIT MIX STATION LOCATION LB LB LB LB SIM 35 STAGE 1 307.00 TO 372.00 LEFT 319 80 307-00 TO 372.00 MEDIAN 235 307.00 TO 313.00 LEFT 23 320.00 TO 329.00 LEFT 57 S 372.00 TO 408.00 LEFT 413 103 372.00 TO 399.00 RIGHT & MEDIAN 529 132 399.00 TO 408.00 MEDIAN 35 408�00 TO 462.00 LEFT 666 167 408.00 TO 422.000 RIGHT & MEDIAN 370 93 422>00 TO 462.00 MEDIAN 157 $ 9 467.00 TO 524.00 LEFT 697 174 1 462.00 TO 492.00 MEDIAN 116 492.00 TO 524.00 RIGHT & MEDIAN 575 1,44 h � 524.00 TO 585^00 LT. RT & MEDIAN 2660 415 +� 585.00 TO 603.00 LT, RT & MEDIAN 891 223 STAGE 2 288.00 TO 345.00 RIGHT 473 118 $ 288.00 TO 307-00 MEDIAN 143 36 307.00 TO 345.00 MEDIAN 270 68 324.00 TO 330.00 RIGHT 30 a345*00 TO 372.00 RIGHT & MEDIAN 419 105 345.85 TO 353.00 RIGHT 74 399.00 TO 408.00 RIGHT & MEDIAN 186 47 422.00 TO 433.OD RIGHT & MEDIAN 278 70 433.00 TO 492.00 RIGHT & MEDIAN 1102 276 ry 434.32 TO 444.72 RIGHT 92 a RADIO ROAD 53 13 16^00 TO 23.00 LEFT 26 t<; FRONTAGE ROAD 1 151 38 GLOVER ROAD IGO 47 '. FRONTAGE ROAD 2 24 6 CTH FF 57 14 COULEE ROAD 227 5P FRONTAGE ROAD 3 43 11 VALLEY VIEW ROAD 24 6 FRONTAGE ROAD 4 272 68 TOWER ROAD 672 168 • HIGH RIDGE ROAD 2063 516 _ PARK AND RIDE 20 BORROW PIT AND OFFSITE WASTE DISPOSAL AREA UNDISTRIBUTED 1276 32 374 TOTALS: 14042 354 4112 QUANTITY INCLUDES WASTE DISPOSAL AREA AT HIGH RIDGE ROAD, em 9m 7200-04-71 13 MISCELLANEOUS QUANTITIES STH 35 ST. CROIX, CO. SODDING STATION LOCATION Sy STATION LOCATION Sy STAGE I STAGE 11 343.90 INTERSECTION FLUME LEFT 60 295.00 MEDIAN INLET 15 344.75 INTERSECTION FLUME RIGHT 30 295.00 CUTLET RIGHT 6 345.60 OUTLET LEFT 10 302.00 MEDIAN INLET 15 354.00 OUTLET LEFT 10 302.00 OUTLET RIGHT 10 361.00 OUTLET LEFT 10 311.00 MEDIAN INLET 15 375*00 OUTLET LEFT 10 311.00 OUTLET RIGHT 10 380.00 MEDIAN INLET 15 322.00 MEDIAN INLET 15 397.00 OUTLET LEFT 10 332.00 MEDIAN INLET 15 443.00 OUTLET LEFT 10 332.00 OUTLET RIGHT 10 446.00 OUTLET LEFT 10 337+00 MEDIAN INLET 15 451.43 OUTLET LEFT 13 337.00 OUTLET RIGHT 10 469^30 OUTLET LEFT 10 343.90 INTERSECTION FLUME RIGHT 70 478.41 OUTLET LEFT 10 345.30 INTERSECTION FLUME. RIGHT 30 491*34 OUTLET LEFT to 345.60 MEDIAN INLET 15 496.00 OUTLET LEFT 10 354.00 MEDIAN INLET 15 506-PO MEDIAN INLET 15 361.00 MEDIAN INLET 15 305,BO INLET RIGHT 15 375.00 MEDIAN INLET. 15 515.00 MEDIAN INLET 15 397.00 MEDIAN INLET 15 51.5.00 OUTLET LEFT 10 405.75 MEDIAN INLET 15 531.00 MEDIAN INLET 15 423.00 MEDIAN INLET 15 541.00 MEDIAN INLET 15 423.00 OUTLET RIGHT 10 541.00 OUTLET LEFT 6 434.66 MEDIAN INLET 15 545.00 MEDIAN INLET 15 434.66 OUTLET RIGHT 10 565>00 MEDIAN INLET IS 443.00 MEDIAN INLET 15 565.00 OUTLET RIGHT 10 446.00 MEDIAN INLET 15 5T2.50 MEDIAN INLET 15 456.25 MEDIAN INLET 1.5 597.30 MEDIAN INLET 15 459.25 MEDIAN INLET IS 602.00 MEDIAN INLET 15 469.80 MEDIAN INLET 15 478.41 MEDIAN INLET 15 FRONTAGE ROAD 4 491.34 MEDIAN INLET 15 63.45 OUTLET LEFT 13 496.00 MEDIAN INLET 15 CTH FF PARK AND RIDE MEDIAN 114 27^50 OUTLET RIGHT 10 UNDISTRIBUTED 103 TOTAL„ 1140 R'K.0 NeAeEC NRfJe:[kb z STATE PROJECT NVN@ER HEET NO GEOTEXTILE FABRIC TYPE OF PAVEMENT MARKING, SIDELINE, 24 INCH, EPDXY 7200-04_71 3T LOCATION S.Y. LOCATION LIN.FT REMARKS --- ------- -- --- MISCELLANEOUS OUANTITIES STA 427.50 TO 428.50 (27'XIOO*')(BLANKET DRAIN) 300 RADIO ROAD, SOUTH 16 SIR 35 ST. CROIX, CO. RADIO ROAD, SOUTH 25 RIGHT TURN RADIO ROAD, NORTH 16 TEMPORARY PAVEMENT MARKING, 4 INCH REMOVABLE TAPE TRAFFIC CONTROL RADIO ROAD, NORTH 25 RIGHT TURN FRONTAGE: ROAD 1 LOCATION LIN. FT. ARROW DRUMS BARRICADES, WARNING LIGHTS SIGNS FLEX. TUB. FLEX. TUB. STA 31.00 30 STA. 526-00 - 565.00 CROSSOVER 1600 _LOCATION BOARDS TYPE III TYPE C MKR. POSTS MKR. BASES TEMP. STA 52.45 30 INTERSECTIONS AS NEEDED 2000 DAYS DAYS DAYS DAYS DAYS EACH EACH DELINEATORS GLOVER ROAD, WEST 16 - TOTAL 3600 GLOVER ROAD, WEST 20 RIGHT TURN GLOVER ROAD, EAST 16 STAGE 1 33600 36400 4000 18600 GLOVER ROAD, EAST 20 RIGHT TURN WINTER 23000 25600 3000 13100 CTH FF. 'NEST 16 TEMPORARY PAVEMENT MARKING, CHANNELIZATION, CTH FF„ 'WEST 20 RIGHT TURN 8-INCH. REMOVABLE TAPE STAGE 2 37300 27500 3000 11000 30 30 20 COULEE ROAD, EAST 16 LOCATION LIN FT REMARKS COULEE ROAD, EAST 20 RIGHT TURN FRONTAGE ROAD 3 35 STAGE 2 :d UNDISTRIBUTED 700 5 5 5 HIGH RIDGE ROAD, EAST 16 STA. 567.70 TO 569.70 SB 200 STAGE 2 TOTAL, 700 93900 89500 10000 42700 35� 35� 25 HIGH RIDGE ROAD, EAST 25 RIGHT TURN HIGH RIDGE ROAD, WEST 16 TEMPORARY PAVEMENT MARKING, WORDS, REMOVABLE TAPE HIGH RII;GE ROAD, WEST 25 RIGHT TURN ' PAVEMENT MARKING, 4 - INCH PAINT -- STATION LOCATION EACH REMARKS TOTAL: 4Q3 ' LOCATION L.IN FT REMARKS 568-75 58 1 "ONLY"STAGE 2 W EXIST, STH 3S PAVEMENT MARKING, SYMBOLS, EPDXY g STA. 295.00 TO 365.00 14000 EDGELINE (WHITE) - -- -- m STA. 295s00 TO 365.00 14000 CENTERLINE (YELLOW 'X' LOCATION EACH TOTAL 1 C STA. 405�00 To 442.00 18400 EDGELINE (WHITEI STA„ 405.00 TO 497.00 I8400 CENTERLINE (YELLOW)* PARK AND RIDE LOT (HANDICAP) 4 TEMPORARY PAVEMENT MARKING, ARROWS, REMOVABLE TAPE CTH FF TO CTH N 20000 EDGELINE (WHITEI & CTH FF TO CTH N 20000 CENTERLINE (YELLO'NI M _ STATION LOCATION EACH REMARKS NEW NB STH 35 PAVEMENT MARKING, DIAGONAL, 8 INCH EPDXY 568.25 SB I STAGE 2 SB 564.25 1 STAGE 2 n STA. 365.00 TO 405.00 8000 EDGELINE (WHITE) STA. 365.00 TO 405.00 8000 CENTERLINE (YELLOW) # LOCATION LIN FT TOTAL 2 Pi „s TOTAL 120800 PARK AND RIDE LOT 490 5 ti # ACTUAL LENGTH TO BE DETERMINED BY EXISTING NO PASSING ZONES. PAVEMENT MARKING. PARKING STALL, EPDXY LOCATION LIN FT REMARKS LOCATING NO PASSING ZONES _ PARK AND RIDE 1512 4'° WHITE h� LOCATION MILES REMARKS n T� STA 287-65 TO 540.00 SB LANES 4.8 FOR STAGE II TRAFFIC TEMPORARY PAVEMENT MARKING, 4 INCH, REFLECTORIZED PAINT STATION LOCATION LIN. FT REMARKS 287.65 TO 543.00 SB 25535 INSIDE EDGELINE WHITE REMOVING PAVEMENT MARKINGS 287.65 TO 543.00 SB 51070 CENTERLINE YELLOW " 543.00 To 567.00 2400 EDGELINE WHITE MEDIAN LOCATION LIN. FT. REMARKS - CROSSOVER 543.00 TO 567.00 2400 EDGELINE YELLOW MEDIAN STA 287.65. TO 567.00 81000 TEMPORARY PAVEMENT MARKINGS CROSSOVER FOR STAGE 2 CONSTRUCTION. TOTAL: 81405 S ` ACTUAL LENGTH TO BE DETERMINED AFTER NO PASSING ZONES ARE MARKED. u�y ME NAME. ND0106 Y$D0046D:T2bOY1$CAG WISDOT/CARDS SHEET 42 NEY. DATEf T-p^98 100__ p OT_ NAyEp 720®MPIO ' PAVEMENT MARKING, 4 INCH, EPDXY STATION LOCATION LTTL FT REMARKS 287'65 TO 603*00 NO 31535 EDGELINE, INSIDE, YELLO"4 287'65 TO 603.00 N5 31535 EDGELINE, OUTSIDE, WHITE 287.65 TO 603-00 US 7884 SKIP DASH, CENTERLINE.'.WHITE 307.00 TO 607, ^ 00 OR 29600 EDGELINE, INSIC-YELL(Y,? 307=00 TO 603.00 SB 29600 EDGELINE, OUTSIDE, YIHITE 307.00 TO 603.00 IS 7400 SKIP DASH. CEEENTERLDE, WHITE RADIO ROAD 10�00 TO 13^24 RT 324 EDGELINE, WHITE 10.00 TO 13.63 LT 363 EDGELINE, WHITE 10.00 TO 14.10 CL 820 DOUBLE YELLON CENTERLINE 15-36 TO 24.00 CL 1728 DOUBLE YELLCH CENTERLINE 15-83 TO 24.00 RT 817 EDGELINE. ",HITE 16.21 TO 24.00 LT 779 EDGELINE, WHITE FRONTAGE ROAD I 431-00 TO 37.00 CL 1200 DOUBLE YELLOW CENTERLINE 31.25 TO 37.00 LT 515 EDGELINE. WHITE 31°57 TO 37.00 RT 543 EDGELINE, WHITE 47.00 TO 51.96 LT 496 EDGELINE, WHITE a 47.00 TO Sa-16 RT 516 EDGELINE, WHITE 47.00 TO 52.45 CL 1090 DOUBLE YELLOW CENTERLINE GLOVER ROAD 11 4 10.00 TO 18-49 LT 849 EDGELINZ, WH I T E 10-00 TO 18.58 RT 358 EDGELINE, WHITE 10.00 TO 19.10 CL 1820 DOUBLE YELLOW CENTERLINE 20.35 TO 23.00 CL 530 DOUBLE YELLOW CENTERLINE 21-05 TO 23-00 RT 195 EDGELTNE. ",'THITE- G 21.79 TO 23.00 LT 121 EDGELINE, WHITE CTH Ft �l 24.00 TO 29.10 CL 1020 DOUBLE YELLOW CENTERLINE .j 24.00 TO 28.65 LT 465 EDGELINE, WHITE 24.00 TO 28.30 TIT 430 EDGELINE, WHITE C' COULEE ROAD 30.35 TO 45.00 CL 21330 DM,'BLE YELLOW CENTERLINE 31.12 TO 45.00 FIT 1388 EDGELINE, WHITE ,6 32*38 TO 45.00 LT 1262 EDGELINE, WHITE FRONTAGE ROAD 3 4030 TO 4S-61 CL 1262 40^69 TO 46-G1 RT 592 EDGELINE, WHITE 40,7L TO 46.61 Lj 585 EDGELINE, WHITE FRONTAGE ROAD 4 60.25 TO 77.65 CL 436 SKIP DASH, WHITE 60.25 TO 77.65 RT & LT 3480 EDGELINE WHITE HIGH RIDGE ROAD 5.75 TO 18.48 CL 2546 DOUBLE YELLOW CENTERLINE 5.75 TO 18'48 LT & RT. 2546 EDGELINE, WHITE 20.45 TO 30.75 CL 2060 DOUBLE YELLOW CENTERLINE 20.93 TO 31'31 LT 1038 EDGELINE, WHITE 21.01 TO 31.50 RT 1049 EDGELINE, WHITE TOTAL: 174207 1200HOIN PAVEMENT MARKING. CHANNELIZING, 8 INCH, EPDXY STATION LOCATION LIN, FT PFl3ARK5- 308-29 TO 308.79 NB 50 ENTRANCE, LEFT TURN, WHITE 323-70 TO 342.20 N3 'A ENTRANCE, LEFT TURN,, WHITE 325.77 1 Q 326.77 SB 50 ENTRANCE, LEFT TRUN, WHITE 341.99 TO 343.99 NB 200 RADIO ROAD, RIGHT TURN, WHITE 342.51 TO 344^01 NB I"- RADIO ROAD, LEFT TURN, WHIrE 345�22 TO 346.72 SB 150 RADIO ROAD. LEFT TURN, WHITE 345-25 TO 347.25 SB 200 RADIO ROAD, RIGHT TURN, WHITE 369.03 TO 369>53 53 50 ENTRANCE, LEFT TURN, WHITE 373.76 TO 375.36 OR 150 FRONTAGE ROAD 1, LEFT TURN, WHITE 376.03 TO 376^53 S6 50 ENTRANCE, LEFT TURN, WHITE 376.58 TO 378.58 DR 200 FRONTAGE ROAD 1, RIGHT TURN, WHITE 393.66 TO 395^16 N3 ISO FRONTAGE ROAD 1, LEFT TURN. WHITE 396^41 TO 390.41 sa 200 FRONTAGE ROAD 1, RIGHT TURN, WHITE 410�41 TO 412.43 LIP 200 GLOVER ROAD, RIGHT TURN, I I T E 411,51 10 413�01 NB 150 GLOVER ROAD, LEFT TURN, WHITE 413.77 10 1 lb - Z6 SO 150 GLOVER ROAD, LEFT TURN, -'04ITE 414^29 TO 41625 SB 200 CLOVER ROAD, RIGHT TURN, XHITE 445.95 TO 446.42 SO 50 ENrrANCE, LEFT NURN, FLQTE 456.36 TO 456.BG NB 50 ENTRANCE, LEFT TURN, IIHI TE 453.32 TO 458.82 OR 50 LEFT TURN. VHIIE 478.14 TO 4 T8 '64 NB 50 ENIRAIIVCE- LEFT TURN, WHITE 4a0-20 TO I00-7G 56 50 ENTRANCE, LEFT TURN, V'H I T E 494.69 TO 496^69 NO 200 CTH FF,COULEE ROAD, FIGHT TURN, WHITE 495-86 TO 497.36 NB ISO GIN FF�COULEE ROAD, LEFT TURN, ,yHIrE 493.15 TO 499.65 SO 150 CTH FF,COULEE ROAD, LEFT AUR^, WHITE 498.83 TO 500-83 SB 200 CTH FF�COULEE ROAD, RIGHT TURN, WHITE 564.37 TO 566.39 NB 200 HIGH RIDGE ROAD, RIGHT TURN, WHITE 565.45 TO 566.94 RD 150 HIGH RIDGE ROAD, LEFT TURN, WHITE 567.69 TO 569.18 SB 150 HIGH RIDGE ROAD, LEFT TURN, WHITE 568.17 TO 570.11 SB 200 HIGH RIDGE ROAD, RIGHT TURN. HITE TOTAL, 4000 STATION 287.65 TO 603.00 307.00 TO 603.00 313.05 TO 603.00 RADIO ROAD 10,00 TO 13.24 16.22 TO 24.00 FRONTAGE ROAD 1 31^58 TO 37.00 47.00 To 51.96 GLOVER ROAD 10-00 TO 18.41 21.05 TO 23.00 CTH FF 24.00 TO 29.30 COULEE ROAD 31^12 TO 45.00 FRON'7 AGE ROAD 4 60-00 TO 77.73 TOAtR ROAD 20.00 10 52-00 HIGH RIDGE R040 21.00 TO 31.91 TOT,M- a 7200-04-71 MISCELLANEOUS OUANTITTES ST. CROIX, CO. CONSTRUCTION STAKING LOCAT I ON jq GRACE. CRHRwaD AOG, CCNCRET7 EASE COURSE PAVEYENT PRELIkITNARY STA. S6A. STA. STA. Us 315.4 315.4 SB 296.0 296.0 296.0 AD & SB 579.90 3.2 3,2 7.8 7.8 5.4 5.4 5.0 S.o 8.4 8,4 2,0 2.0 4.3 4,3 13.9 13,9 17.7 17.7 23.0 23,O 10.9 0.4 71310 713,0 NONMETALLIC CONDUIT, SCHEDULE 40, 2 INCH LOCATION L vF PARK AND RIDE 350 NONMETALLIC CONDUIT, SCHEDULE 40, 3 INCH LOCATION L.F. RADIO ROAD INTERSECTION Soo GLOVER ROAD INTERSECTION 500 CTHFF,COULEE ROAD INTERSECTION 500 TRAFFIC COUNU-'R LOOP STA. 170.00 --!.T 6. - TOTAL: 1676 LOOP DETECTOR CONDUIT LOCAT ION STA• 470.00 TRAFFIC COUNTER LOOP L.F. 756 3.2 7.8 5,4 5,0 8.4 2.0 4.3 13.9 1. 7 . 7 wtSDOTVCAODS SHEET 42 STATE PROJECT NUMBER SHEET NO. 7200-04-71 PULL BOXES, STEEL, 24 X 36 INCH MISCELLANEOUS OLIANTITES LOCATION EACH — STH 35 ST, CROIX, CO. ELECTRICAL SERVICE, UNMETERED, 49-33, PARK AND RIDE. 40' RT. RADIO ROAD INTERSECTION 2 GLOVER ROAD INTERSECTION 2 LOCATION L,S. CTH FFCOULEE ROAD INTERSECTION 2 TRAFFIC COUNTER LOOP STA. 470.00 2 PARK AND RIDE I TOTAL: 8 JUNCTION BOXES, 8x8xB INCH POLES. TYPE 5 LOCATION EACH LOCATION EACH STA. 470.00 TRAFFIC COUNTER LOOP PARK AND RIDE 3 LUMINAIRES, UTILITY, 150 WATTS CONCRETE BASES, TYPE 5 LOCATION EACH LOCATION EACH Pk'(', AND RIDE 5 :9 PARK AND RIDE 3 LUMINAIRE ARMS, TRUSS TYPE, 4 It2 INCH CLAMP, 12 FOOT ELECTRICAL WIRE, LIGHTING. N0,12 LOCATION EACH LOCATION LF. — PARK AND RIDE. 5 PARK AND RIDE 420 ELECTRICAL WIRE, LIGHTING, NO.10 CONSTRUCTION STAKING, STRUCTURES LOCATION L.F. REMARKS EACH PARK AND RIDE 1050 .LOCATION 339.70 C-55-024 I 441.36 441.00 RT. B-55-162 1 8-55-163 1 ro LOOP DETECTOR LEAD IN CABLE 492.21 C-55-164 I 44.36 (TOWER RD.) B-55-165 I LOCATION L.F. STA, 470.00 TRAFFIC COUNTER LOOP 472 NOTE: SEPERATE, BID ITEM FOR EACH STRUCTURE LOOP DETECTOR WIRE LOCATION L.F. STA, 470.00 TRAFFIC COUNTER LOOP 1480 ci FRE NAME: HDN:06 1200040OZ720OUI5C.DC OE .PATE: . O PLOT NAME:7200NDI2 w3SOOT/CADDS $HEET 42 T INLETS 9.fA.kHOLES INLET COVER CULVERT PIPES LOCAT TON NO- TYPE 9 TYPE 11 TYPE 5 TYPE 6 TYPE u5 CLASS III PUP CLASS III Ig" 24- 30" 60" 1S" N° 27ml 307T 36" 42" 48- STA 295.00 1 _ 1 4 64 2 T6 STA 302.00 2 1 STA 309.48 fig STA 311.00 3 1 2 78 ST0. 322+0a 4 1 2 STA 332.00 5 1 2 BO S7.0 TA 330 6 1 2 _ 82- 2 9a STA 37.00 T 1 STA 354.00 8 1 2 ga 2 69 SPA 361.00 9 1 STA 364.00 _ .STA 373.50 ----- $TA 375.00 10 1 240 STA 375.62 ^_, STA 380.Oa 11 1 2 STA 397.00 I2 - 1 4 68 $7A 405.78 13 1 2 SSA 423.00 14 1 4 80 - 2 94 STA 4.66 15 1 M STA 443.00 16 1 2 86 STA 444.86 STA 446.00 17 _ 1 _ 2 .- 9a -- 3a0 STA 451.43 - _- STA 456.60 10 $ 1 ---- STA 457.60 120 STA. 458.25 19 1 2 m2 SPA 469•84 20 1 96 STA 478.41 21 1 2 82 SPA 479.30 100 STA 482.25 96 S 22 2 102 STA 496.00 23 1 j(. STA 506^80 24 1 2 $TA 506•g0 25 1 2 ST'A 515.00 26 1 2 84 STA 531.00 27 1 2- �.- m 4 66 STA 541.00 26 1. v. �STh 545.00 29 1 2 ...... - 5FA 565.00 30 1 - _®2 90 324 -STA 577*S0 31 1 STA 593.60 32 1 2 STA 602.00 33 6 E _- - --�?__ --._--_ - 348 rt-= K FEET TC H - a u a a a N a R a K 1I� Sv a 0 1 F4C N>Y[A a REMARKS �}(.. STA 373.50 42 RW. Spealol End Sections - STA 506.80 Collor R"'d to attoch to exist culvert Apron enawall in ditch at STA 508-00 LT. iOd{ARALN.aGN p A%NS.Y m ON STATE PR pJECP NUMBER NEET NO 7200-04-71 MISCELLANEOUS QUANTITIES SIR 35 ST. CROIX CONST. STAKE RCP APRON EN6PALLS JOINT CONCRETE MASONRY P. CM. REINF. CONS FOR CUL. PIPE 24' 3O" 3642 4 4 �- DRAINAGE SCHEDULE CONST. --7U!VERT PIPES APRON ENDWALLS JOINT CONCRETE MASONRY STAKE INLETS MANTYPE 6 HOLES INLET COVER RCCP CLASS III CATTLETIES ENOWALLS P. COL. LOCATION TYPE 9 TYPE 11 TYPE S TYPE 6 TYPE MS CLASS III REINF. CENC FCR CUIL� PIPE STEEL FOR CUL PIPE "HE -�4:lf �4112A.38 �E �E4 607 CU�YD� EACH H.' 24 IS 36742 48 60 "124i38 7--w 24 30 36 18, RapPO Is" 24 Q IPASS 15 IQ ---- --- ROAD STA 12.6-0 —LT 2 1 --STA 15-T5 150 2 STA 2G-00 LT 60 . . . . . . — — — - — — ----------- GLOVER CAD K -S-TA 4-0^—00LT- f 7B 2 I STA 16.00 212 FRONTAGE ROAD 2 -- STA 20 76 9 — --- 2 CTH FFiCOULEE RD — 2 60 STA 26.25 2 TA 27.56 92 —STA 34-00 -- 60 V V FRONTAGE ROAD 4 STA 63•E0 -44 STA 7E6 3-25 TOWER ROAD 2 35-90 2 60 STA 36-i'0 2 STA ROAD Ef r� DOE ROAD ti— ---- — -- — 2 STA. 12.50 56 -- — ---1— 2 4 STA 18-75 96 2 102 STA 28.50 4 PARK & RIDE 70 _ENTRAANCE Z= Z:= d t� SHEET TOTAL 266 66 7 1=2 598 18 12 13 L 9j PROJECT TOTAL: 26 4 1 1 72 434 832 744 240 130 1240 1072 868 436 418 152 900 160 175 2 15 12 10 4 3 2 2 12 20 16 6 422 39.8 74 UNNOMMENIM mSDOT/CADDS SHEET 42 7kE NAMV xDO V& 720004O�. D-AP Gk ------- rmY---DAT-Uul �o Qo cs ow P w o am %4 AK0.w 4 NR v w w� o ®JJ�, e ®mm� STAGE 1 EARTH WORK LOCATION COMMON EXCAVATION EBS' mv—ln,0'% FxCAvmjoH ROCK EXCAVATIONWASTE E S ❑ STE FILL36d REMARKS STA 307.00 20125 20715 55533 0 0 4339 000314. INCLUDES RA010 ROAD TO 372.00 STA 372.00 15014 34189 84661 0 0 T450 109925 INCLUDES FRONTAGE ROAD I TO 408.00 STA 408-00 69299 36322 91730 0 0 0 IT1610 INCLUDES GLOVER ROAD TO 462.00 STA 462.00 43166 3200 1053T4 0 0 0 131948 INCLUDES CTH FFiCOULEE TO 524.00 ROAD STA 524.00 174792 26TTS 0 0 0 0 168T48'"' INCLUDES FRONTAGE ROAD 4 TO 585.00 TOWER ROAD, HIGH RIDGE ROAD, kZ PARK AND RIDE. EY.CESS 7508 CU. YD. COMMON EXCAVATION TO BE HAULED TO HIGH RIDGE, ROAD INTE*ECTION. 'o STA 585.00 222984 2557 0 0 0 2 20 82533 ZXCESS 220043 CU. YD. TO 603.00 C6T.Wo EXCAVATION TO BE HAILED TO HIGH KOM F,OAZ IrVERSMIN. 06 TOTAL 545379 123761 33T303 0 0 1451T 5G4„048 * EBS SHALL BE PAID FOR AS O. H.Y SLOPE FROM THE SHOtXDEl CREAX POINT. 06 ALL EXCESS COMMONa , r TO 603-00D TO THE HIGHl ROAD INTERSECTION. SEE CONTOUR MAP DETAIL FOR PLACEUENT OF FILL. N* OVERHAUL WILL BE PAID FOR MOVN�G AND PLACING OF INCLUDES,.O REPLACE y. DOES NOT INCLUDEGS EXCESS VATERIALPLACED AT HIG44 RIDGE ROAD. m7:iiiTi 7 TOTAL: STAGE 2 EARTh'Otw`6 EXC YATI EBS' XCAVATIM4 EXCAVATI s WASTE ggg5 BASTE FILL-'- REMARKS 10575 30103 31085 0 0 19967 45044 2403 2067 5415 434G 0 0 11508 IGGST 105BB 3691 0 0 10588 ITT03 INCLUDES FRONTAGE ROAD 2 23063 3980 0 0 1846 0 21910 INCLUDES FRONTAGE ROAD 3 52708 40194 4346 3646 96165 30555 45743 w CAUTION 1 7200-04-2 i THIS PLAT IS FOR ILLUSTRATIVE PURPOSES FEDERAL PROJECT Ns ONLY.DEEDS MUST BE CHECKED TO DETERMINE PROPERTY BOUNDARIES. PLAT OF PICMr CONVENTIONAL SIGNS AND ABBREVIATIONS END RELOCATION ORDER STA. 603.00.00 RIVER FALLS - I APPROX, 984.03' NORTH AND 3679.47' WEST CTH'U - CTH N OF THE EAST QUARTER IE '/a} CORNER OF ACRES PoaeT AAcc. cc1UNCER L.E SSIAFLVQV SECTION 33, T 29 N, R 19 W STH 35, AHEAD AH. nJNOER PRESStRtE.d AMC OTHERS ET AL Y X • 1271117,418 uNOERCRCUYD UTILITIES SACK art. Y 421818.878 BARN a. CAS —.m... 0.�.® SOODINGS eLDGs. ELECTRC --- E — R-19 - W CENTRAL ANGLE A CHANNEL CHANCE M CK TELEPHONE ---- T --- COW ANT CONL RED. CORNER CCR. 5"-RYiC£ PEDESTAL CORPCRATICH CORP. FSBER OPTIC C48LE --F®-- ) it M.At4�__ A y�Y. IRON PalcmxTY (tltj CS' ` •. CCUnTY TRUNK HIGHWAY GT.N. POWER POLE ` �{ CREEK CR. DEGREE OF CURVE D TELEPHONE PRE f� p2 6 L yry obe$'t„j GARAGE C ftAILROAOS Hudson 'n GOVERNMENT COIL _ UU n0U5k. H MARSH iffikAi1 , MOUSE TRAILER N.P. - ' T-29-N INCORPORATED INC. -CODED AREA Q Q°, TACT :RCN PAY LP. COUNTY LINE LELP. LENGTH TH OF CLRYE L. CORPORATE 49dfT5 LMTEQ HIGHWAY EASEMENT LICE. Le ML PROPERTY LvNORTHEAST HE :E —.®•— �� THWEST AN tv<E-.---®.-» FNOR94 PERMANENT PEF:M, LIMITED MONWAY EASEMENT ------- �5 y e POINT OF CURVAINTERSEuRECTION P.11 " PANT Of ttYPERSECTiCN P.I. EX;SPwG R;CRP OF WAY -- f�clt PANT CF PANCENCY P.t. NEW RCmT OF WAY PCNT OF CCW'CUNO CURVE P.C.C. e POINT OF REVERSE CURVE PAC. REFERENCE LIVE PONT ON CURVE P.O.C, SLOPE INTERCEPT PROJECT; P"J. CIdr PRC^'ERTY LPN' Pd. " STATE LNE-------_� - FFF FF _ SS____�._._ CULT CLAM CEEO D.G.D. RAGAP$ R TOWNSHIP ANO RAPINE LINES —•—®--. • �' e ^ RAA.ROAO RR AMWAY Rx SECTION L,'NE---__�®.. + _.._ -„ REOtWAEO REM CUARTER LINE ¢. ' NIGHT AT. RIGHT OF NAT RPW FKTEENTH LINE ROAD RO. SL• m_ —^"i_" ._{» _---- SECTION SEC: NEW CENTERLRaE - ®. __„ _._ __ '^� I4F SHOO S NO ACCESS JAILLLLLLLLU __ _y..__a.___ T 28 N SOUTHEAST SE SNO ACCESS BY PRIOR STATION STA. PROTECTSTREET ST, r rr cc NO ACCESS RP STATUTE I • - m.._ _.® _m-�;® _rT^®® TANGENT TAN. ®t TAVERN PAY, ANTS TRANSMISSION POWER ANTS p • i �.% TEMPORARY TEMP. LINE"a. UNITED STATES COAST A NM CEOCETIC SURVEY MmS.C.A G.S. K2HWAT MCHWAY _^'•^-r^ _' " SEPARATION • _ r _m UNITED STATES CEROCNCAL SURVEY U.S.GS. RIGHT OF WAY PONT ./ A 3i �•T^ RIGHT Of WAY PLANT --d U.Y{PEQ STATES HIGHWAY U.S.N. TO BE MONUMANTED .Y `SC WELL W J,.1 M ; River ' k"P,41 MINA r r•gill • •-: VtDED ON THE DETAIL • ARE PLACED PRIOR TO OR AT THE TWE OF LAND TITLE TRANSFER. RIGHT OF WAY SOUNDARAESDEFINED WITH ARE COURSESOF THE APPROX. 730.0V SOUTH AND 639,56` WEST OF THE NORTH OUARTER IN !/A t CORNER OF SECTION 25. T 28 N. R 19 W X - 1286561.991 Y 396057.825 ` 0 I 2 LAYOUT TOTAL NET LENGTH OF CENTERLINE E n AREAS SHOWN IN THE TOTAL ACRES COLUMN MAY BE �Rf OF rAt �`�`t`g�ryf LANDS & -{!- }�{y C IN INTERESTS ERESTS ��-yr C` ,Rt REQUIRED ARAND APPSCHEDULE aINCLUDEM TAX RLANDSOLLS ORO OTHER I AVAILABLE SOURCXIMATE ES MAY NOT OWNER WHICH ARE NOT CONTIGUOUS TO THE AREA TO BE ACQUIRED. CAUTION THIS PLAT IS FOR ILLUSTRATIVE PURPOSES ONLY.DEEDS MUST BE CHECKCD TO DETERMINE PROPERTY BOUNDARIES, 7TE ROUTE COUNTY DATE R/w PROJECT NUul P200•oc-2Y S.T.H. 35 Sr. CROiX CO. 7•YS-44 FeOeRAt PROJECT SCMEDULE OF LANDS h INTERESTS REOUIRED .a I" E i i +b l r ry • �. t 5 4 1. 1 l f r �� Y 3 • f' l lei i R.0 MPH[tgb YSROV4EPH;QQ4ep{ rzac•aat 4A N \�. r 'A, I \ RE�SION DATE CUTE COUNTY R/W PROJECT NUMBER 'r I R DATE SHEET X NUMBER V- ll�l 7200-04-21 S.T.K 35 M CROIX 7�� - — — L 5-94 FEDERAL PROJECT NUMBER ✓ SCALE. FT. rRID FACTOR z 42 z 4-3 < N 4 N'll 41, NOT\TG SCALE N 9, C-2 N C7 A� EGIN RELOCATION ORDER STA 287-65.57 x t28656I.991 \Y r 369257.825 N N \-4 N C� 04 —0- -- — —-2�3w30 -3-39- —----- I N "350 — 5 � N< (�a Q 152, 36 X\ O— C7 N \< N S N \4. %8 < & N 10 N rlc ...Cl HDGNIds 72000a2L,200,.02 WMOOT/CADOS SHEET 75 Yt450ry DATE ROUTE COUNTY DATE Raw PROJECT NUMBER SWEET nc, S.T 35 SF. CROM 7,15.9+ 7200-64-21 NUMBER of { f .wo,v'tyy 2wf 5-22-95 Rc. FEDERAL. PROJECT NUMBER h •,,�'7 ''rya 1� ey `+ s-�''-`� KG- SCALE. FT. GRID FACTOR 43 D.999905 wf r q; < hwCf ! w ci ecrrQ4 f ! Vrf a r /! �' :+ f � ! �. \ • `` .Z of ., p" �� ,�'.. �®� � f tea. Af �..."� nr wGo `•,\ �-�`f �/ ALE to .,� / •$ �.�f f ., 4+�, � f \ � `f f f f '; f s �y6 q� � �• ! ,a 02 !�. ^., f ray�1 `! ®,� `" �,�, f �� f f ti, ! ' . ,,, ! yam" r �.^• � a7 2@1 ray ! `•{ 23 f�a � _ �... ®� � - -- _ � N, .� .•.m � Q°4 !�J 14 f.,s'` '� a 0 !%ff 4 0 y, ...�, •,-_ -� -- — �„„. ,� _ �....—�...._..L �.....� _._. �. �. °a ,< 23 to /Q` _ _ f*-® -- ®` ! - �... —j— — P '§?. Ct 6 ,� ¢%e @3 ��� �._ .._ ...,.._...,.,,�4M .__.._.. __ _.... u ,��`P�� � !:J 'Y _� -- — `1 f 16i-T v f , 19 a ( �� � !% 1, fa 41 ~,*r°a,,�� 13 f ��s /!! •®\ � f � �,�' o ®ti . ,�� z9 f . •� y A/Y! �(s cr�ez,,4 aN, w IV � S o -e ° , �m� !/ i n1Z ff ~"tip Q� y4e f o 07 `.r,^�^ ` . �`' / ,`<r,,�, mac, . o`�` • ff � \fr �,�. �j �t`�. caQ`� ,tic +wMc, woGmM sxooa+xuxxoaa+oi WMDOTFCADDS SHEET 75 Sc CTFOM' NOT TO SCALE t„ RRx�s�cw Dare Riw PROJECT NUMBER SMEET �-IN (n �(r tiAf wP zgOg 9c N.E. ROUTE GauNrr DATE 720a-04-21 PNER CT) '' S.T.H.35 ST. CROIX 7•15.44 -FEDERAL PROJECT NUM9ER ..c f!} \r \rr ( z3 '5^+.G m 9-SCALE.FT. GRID FACTOR CA \( V.q'9i N.C. @ 4.4 G^b • *`mR `O co f�7 ( UI r f'7 c1.4999GS wa � r TAT r r r � , 4 ( Q7 Iz —LINE( (( 1 C7 CJ 1 1 ( vcli uP f Lt r r n NO'/ TO SCALEi 6 Ems' ( t•T7 ` 7 (f Tv�' 4 f Z � a �' z o Ns g r ( ae c F t �1 3p ( rt iQ (( W SECTION trAe 540 560 / ITT P.C, (11( 26' S�0 ''`° _._. .®.��r---.�••e.,'^-,:` 1 0 (. 2 t4 -- �� j i 7j! r e d _ ( r' r z s °� r 1 cn ,^� ( / " R � a -�. ' f'Y••src-�C�ye e� ( w.;' .2• ''a (� `"n„ �-v. — _ ®..' ^^- h+ ® ,,, 4~�—W'-�' `s pr .K, �°Ll A m (( r ff TI Ln ( r END R_ ( ° R'! r FLOC z T4 603 oo oaoORDER r •,y _ ( tTT r r " Y !4%fF[7.478 r a ( a f L r m r ztala,a7a Ci ( 6 � fa >n rt ( r a 1 a o c (, r (4F ZE NZ r A �a SEa rG i r 2 c (� -,V f s�LE Nlxre WIGN:R6 xzaaa<acraoaa+az.Qc VNSOOT/CADOS SHEET 75 A CONTH�( I C. A. PA AO.4 'I q �l ACCESS =CONTROLLC EC 7210 2.Aw P PC URSUANT TO SECTION 04�2$ WISCONSIN STATUTE, IS, % .0 C;l i-A — — — — — — — — — — — 7-- SLOPE INTERCEPT, KING VIDEO @ w ti O • TANGENT TARIF z NO. BEARING OYSTANCE I S 50*46'29'E 40XO 2 S 39`13'31®N 134.39 3 s 39013131"w 20.61 4 N 39013'31'E 137.34 5 N 54059'49'W 123.25 6 N 40*14'12"* 121.78 7 S 54*27'25"E 140.03 8 N 09428'51'E 80.62 9 S 39'13'32"w 80.00 10 S 16*14'04"E 134.12 22 s 39*13131"W 60.00 103 N 39'13'31®E 17.66 104 N 50'46'29"w 200.00 200 N 51116107" 345.89 201 N 02*02'51"E 104.15 0 CI m REVISO4 DATE �-'0-94 ROUTE COUNTY DATE 2-30-94 N�- 322-q5 N.C. 5J.I-L 36 ST. CROIX 7-15-94 4 29'95 SCALE. FT. GRID FACTOR 0.999905 VA C O G T L G-1 �2 OWEATAT 4 (10 .0 rlp 'A Z' SLOPE INTERCEPT ST. CROIX ELEC.COQP. Z N ST. I ELEC. TIAC. VIDEO oa CAUTION THIS PLAT IS FOR ILLUSTRATIVE PURPOSES ONLY. DEEDS MUST BE CHECKED TO DETERMINE PROPERTY BOUNDARIES. NOTEr 'BEARING CONVERSION AND ORIO CONVERSION - PLAT HEARINGS ARE ORIENTATED TO THE WISCONSIN COORDINATE SYSTEM (CENTRAL ZONET WITH 0 DEGREES 0 MINUTES 0 SECONDS BEING GRID NORTH. PLAT DISTANCES NICE GROUND LENGTHS AND CAN BE CONVERTED TO GRID LENGTHS BY MULTIPLYING DISTANCES BY 0.999ROS WISOOT/CADDS SHEET 75 IRS 43 0] PEYFWN DATE ROUTE COUNTY DATE R/W PROJECT NUMBER SNEEi S.TA 35 SL CROIX 7-6-94 7200-04-21 N.C. FEDERAL PROJECT NUMBER SCALE. FT. GRID FACTOR 4.7 CONTROLLED ACCESS 44 I'VASUAV TO SECTION 44.1% WtSCO.SM STA-J"% TANGENT TABLE KO. BEARING DISTANCE x, T 5 54*27'25'E 14M3 I 8 N 09'28'51'E r0.62 11 S 3j'13'31®W "'-11.00 12 S 46'26'39'W 142-39--f 13 N OT*43'31'W 2r.14 \G 14 S ST:43:31'E 15 N 59 3T 19'E C .11125.01 16 N 31*03'5T'W 118.39 17 IN 87'43'31'W Z I IS N 02*16'29"E 163.73 z I 19 S 87*43'31"E �'n.qs 20 S, 50'46'29"E "'-'ll 50.00 21 S 3%.11*56"E F154,99 23 N 39'13'31'EC '--2 W. 0 0 24 N 13 'Z5 it -90 41 N Mod 29 33 .5P'E E4 '�4 c; f, ACCESS '0 31 'p 101CAT C T 345-) SLOPE Al, "el 400.00 INTERCEPT SLOPE INTERCEPT JL \q 8 b- .4 KNG VIDEO am z P T.LL DRIVEWAY 40 5 1V A� AC RE UNT IfIR Y� CURVE 750 c INN V S�745 IRITECH 30'IT*23' D 2V3T'54" R 336�48 z R 246.48 A"EMTECH LC 126.23 LC 128.80 DC S 20'15'00'E WE L 12M4 (A OCN 15*55. L 130.31 CAUTION '4 THIS PLAT IS FOR ILLUSTR r �'p 8 -Loyg-1 k9- , 0 N ONLY.OEEDS MUST BE IS KNG VIDEO PI STA 12-TS.23 PI STA 17-66J7 PI STA 21-41 01 'z TO DETERMINE PROPER-T, AFHES� A - 1282036.27 X - 1282275.82 X - 12620663T I Y . 399465.81 Y . 399593.91 Y - 400241.67 NOTE:'BEARING CONVERSION AK6�"Bill) MVERSION- PLAT BEARINGS ARE OPU ATE THE WISCONSIN A 26*55'40' A W17'25' A 34*00*42" COORDINATE SYSTEWW..- k L ZONE) WITH 0 DEGREES N - 0 20'00'00" T, 00,00, D 20*00'00 0 MINUTES 0 Sgdgpg' 0 PLAT 0 200 BDgj D GRID MORTIL R 286.48 R 286.48 R 286.48 DISTANCES A 01, AOUHO�,� ENGTHS AND CAN RE CONVERTED T 68.59 T 166,37 T 87.62 TO GRID L THE ULTIPLYING DISTANCE$ BY vig By- L 134.64 L 301.46 L 1TO.06 E 8.10 E 44.81 E 13.10 TANGENT TA13LE NO. BEARING DISTANCE 25 S 86*3T'46"E 120.62 26 s 26*25,59,E 41.12 27 S 19035*54-E 3.78 28 S 49*14'43'E 181.01 30 S 49*00'43"W 20„00 31 N 05'13'43"W 55„00 32 N OT*24'07"E 137.06 33 N 32*41'03-W 65t00 34 N 57*43'05'E 10,,00 35 S 88*54'45'E 40.10 36 S 00*00'00"W 40.00 37 N 88055'26"W 20.53 38 N 81'56'58"E 55.79 39 S 08'03*02-E 40.00 40 S 81056*58"W 39.10 50 S 26*25'59'E 138.09 SLOPE < INTERC T &te ACCESS C711 v�nREMOVED j q'D klOtkTI AMERITECH Vo A z 7t 5-5- `H - -------- S, Ate" CIS& HE 6- Q I �DOIYEWAY PKING VIDEO WE A RITE 40 NSP q PI STA 386-IS.74 PI STA 34-18.48 xi - 1279683,09 X - 1279916.02 (,7 Y, - 402900.T3 Y - 402073.59 A 16*12,09, A 44*41'03' D 01*00*00" D 19A05'55' 5729.58 R R 300.00 T 815.57 1 123.30 I L 1620.25 L 233.97 E 57,75 E 24.35 c j _CURVE 88 CURVE 4 PI STA 32-75.84 PI STA 364-72,68 X 1279866a5 X 1280591.48 Y 40184T.15 Y 400930.35 41 A 122*08'50" A 26*01'26" D undefined 0 02*00,00, 41 R 60.00 R 2864,79 T 108.57 T 662.02 L 127.91 L 1301.19 E 64.05 E 75.50 D11 NI ACCESS CltgtxCLLEO ST C. A. P104XCT 7200-02-40 PURSUANT TO SECTION 14,25 A110NUN STATUTES m I OIC REMI4 ROUTE COUNTY DATE NUMBER DATE R/W PROJECT NER ,9 ,Z-30-UA 7200-04-21 3-22-95 mC S.T.R, 35 ST. CROIX TI15-94 FEDERAL PROJECT NUN kc, SCALE, FT. GRID FACTOR ....... .. / 01 Z -A- v r z A, IA PIN POP EFff i C H H 33-155 - E Q26-09 - - - - J 4500- - "'-(501 2 9 36'CURVE 8c CURVE D TERWNATION OF AccES�IiO I Z' STATE STATUS 84/25 IS) -75542 5283 R 2774.7,? NOTE: LC 52 a iAs SEE SHEET 4,2 FOR s '08-E PROPERTY LAYOUT (PARCEL 36) 2 9 'S I L r01'0 2.61- R 7 , T4286 Lcv501.91 D, S 46*50'48-E -CURVE754 D OS-29,58, L 27 R 27689..7879 LC 26T.6T DC S 27'30*02"E CURVE D 00-53'24" L 43.34 R 2789,79 LC 44 OCN 30043 i343'N (C SLCPE-N�' CURVE 710 INTERCEPT D 09-47 '12' L 13 513.25 KING VIDE( R J004,79 LC 512.62 DC N 45052'53W 4:2CURVE Ill 07 16-14'14- L 857.20 R 3024.79 LC 854.33 DC 32'52'10"W -,�qUR}2E751 G2 D 10-57,31" L 533.59 C17 R 2789 T5 LC 532:77 `�� DC S 30*13'49"E CAUTION THIS PLAT IS FOR ILLUSTRATIVE PURPOSES ONLY. DEEDS MUST BE CHECKED TO DETERMINE PROPERTY BOUNDARIES, NOTE: 'BEARING CONVERSION AND GRID CONVERSION' PLAT BEARINGS ARE ORIENTATED TO THE WISCONSIN COORDINATE SYSTEM (CENTRAL ZONEW WITH 0 DECREES 0 MINUTES 0 SECONDS BEING GRID WORTH, PLAT DISTANCES ARE GROUND LENGTHS AND CAN BE CONVERTED TO GRID LENGTHS BY MULTIPLYING DISTANCES BY 01429105 am 0 WISOOT/CADOS SHEET 75 CONMOLLIED ACCESS - G7 ACCESS COXTXILLEA IT C.S. P I OJECT 7210-02 1$ PVNSVA.T TO SECTION ICIS WISCO.V1, %TATUT I TANGENT NO. EEAFiING 41 N 26055'02"W 42 N 2T*49'12"E 43 N 31139154,W 44 N 01'09'05"E 45 S 01N09'05'W 46 S 49031*IT"E 47 N 24N53'12'W 48 S 24041'58"E 49 N 01021'46"E 53 N 80*24*09'E 54 S 33*39'43"E 55 s 35115110-11 56 S 80'10'38'E ST s 01*09105,W 14 V i A114ERITECH 14 SLOPE INTERCEPT NO 0 I'A 4,NSP- "IC, VIDEO cl ,It N6.X2 H00"O.06 _SlayE 49 PI STA 413-71.05 X - 1277M.D0 Y - 404986.66 11,55,51, D 01*30'00" R 3819.72 T 399.21 L T95.53 E 20.30 PI STA 49-GO x 12790es. A 42*53'52' 1 D 19*05,55- R 300.00 T 11T.86 L 224.61 E 22.32 __yE 105 P1 STA 51-80.14 4 124*13'56" *undefined A 60.00 T 113.40 L 130.10 E 68.29 PI STA 21-84 X IZTSOST Y 405066 A 32*07'42' D 20*00*00' R 286.48 T 82.49 L 160.64 E 11.64 N _9�3 PI STA 16-99,57 X I2TT605.T0 Y 404792.29 A 70014,03" D 20'00'00" R 236.43 T 201.47 L 351.18 E 63.75 __��URVE 312 T1 STA 12-58.25 X 1277259.39 Y 4050T3.2% A 38*25'39" 1 20,00,00, N 286.48 T 99.84 L 192.14 E 16.90 ROUTE COUNTY DATE SHEET 12-30,94 S.T.H� 35 ST. CROIX T-15-94 7200-04-21 3-22.95 FEDERAL PIROJECT N MEER 9-29-CS SCALE.FT. ORD FACTOR 4�4-9T 4.9 0.999905 -7;a co -Oaf-7/ 4.1( ANCE 103.08 Ob 10MO 25.T2 0, 25.51 98.11 129 82 29:15 05 90.65 -A41 12694 89.92 131.65 10 39.25 ST. CROIX 97.40 ELEC. COM p-MINGLIA T TM 24'53Ci; 43sm 447 0 = - -600.00 W10 s "Ar \,\,z !? MET KIND VIDEO CURVE 712 ,may Z NN ANDRITECH D 61*28'16" L 226.39 LC 21616 DC 81*09'00'E ST. CROIX ELEC.COM Cl A, T IT, h"f -THIIS�\PQCI _ AT IS FOR A IVE PURPOSES Q) ON L Y., D'_� B -CKE'CKED TO 09 N ERTY BOUNDARIES. Akl­ -BEAR111 c YE LO)L-40 GRID CONVERSION - PLAT RJW ORIENTATED TO THE WISCONSIN COORDI I =EOM [CENTRAL ZONEI WITH 0 DEGREES 0 MINOT NOR BEING GRID WORTH, PLAT DISTA e A E GROUND LENGTHS AND CAN BE CONVERTED TO OJUW RIW EN BY MULTIPLYING DISTANCES BY WISOOTeCADDS SHEET 75 if " CON`ERDLLELI ACCESS .� l ACCEAe CPRTW9ECTI 1 , S.lROIIOT Ak TATUTTk P tVRAVANY YB SECTI6Y k6.Y4 Y1f 49NSIq FB4PVTff6 .5 el 4 . `A.2'1'fi • \ f �\ •\ i \T` f SLOPES �< s �. +— _ .®- INTERCEPT _ 9 r I AMERITECH S 3l°0t'O0-E T67.57 4 O' KING Vnsor 52 S 31'02'25"E 59 S 88`45'07"E 60 N 56011'12"E 61 S 33.48"48"E 62 S 56.11°12"W r �f r ' 4 Q• i Nr �i (y / °, Py 06 .wg 1aD.bS N f % 0 (. l CURVE 94 P2 STA 432.45.81 X " 1276961,99 l Y 40662B.41 A 04.47'34" D 01000'00" 0 R 5729.58 j L 479.29 E 5.02 / FIE wA.e: Noc,w ob Tzocc-zuTzooF. o I mil a i ST. CRO13,-' a ( ELEC.000P. ,y °t F 0 a � •, c 0G 0 Gaa G REVISYCN GATE REVO ROUTE COUNTY DATE R/W PROJECT NUMBER SHEET S.T°H. 35 ST. CROIX a-15-9e 7200.04-21 NUMBER FEDERAL PROJECT F{UMBER ]-22-95 kC. ^^ 9=29-95 N.C. SCALE, FT, GRID FACTOR 41?0197 N.C- a 200 4J0 gzdpo-c 4—'7t .et \ qv rc A /r G°° G ey rh \ a . �`• '' .. 'o /;f SLOPE INTERCEPT - -- 445 440-- 411 CAUTION THIS PLAT IS FOR ILLUSTRATIVE PURPOSES ONLY. DEEDS MUST BE CHECKED TO DETERMINE PROPERTY BOUNDARIES. 'A NOTE: "BEARING CONVERSION AND GRID CONVERSION- l \ PLAT BEARINGS ARE ORIENTATED TO THE WISCONSIN \ COORDINATE SYSTEM (CENTRAL 20NEt WITH 0 DEGREES T. 0 MINUTES 0 SECONDS BEING GRID NORTH° PLAT DISTANCES ARE GROUND LENGTHS AND CAN BE CONVERTED / \ ToGRIDLENGTHS BY MULTIPLYING DISTANCES BY 19; ° C-) \ 'a/ ny \P < j \'1'F ST. CROIXow ELEC. COOP. . u v n a u S, G , d IJ I AcCEas eaarRactra ae r. a.*^arceT rzaao-xrr 9V1$VAMA TO fECM6M IC" kl]:PMYM 5TATUT48 6 ^ti�1F e, 4 0 a FM A zap ag N JQY % =w urn » w r N � F W w a M1g <Y w w eyg NAVCv r4CN;eA i;OpG<;4Y;GGG<WC m 3 TANGENT TABLE ING r EI 11861 .r..O 33 .22 a a 310.00 ROUTE COUNTY DATE "° '�`"""`• ""'m S,T"H. 35 ST. CROIX 7 -IS -94 7200-04-21 FEDERAL PROJECT SCALE„ FT. GRID FACTOR 0 200 4 �84 %t g{ /xa J` OLEO t N 7wmzi`lia 5 a C 00 a'_!Yf�t`\V C a ___ ___ TCAf1Tt9Vd ! feF THIS PLAT IS FOR ILLUSTRATIVE PUI POOES P l"° '+.,.,.� L .a !•r \ OMLY. DEEDS "^.UST BE CHECKED pr TQ D2TERMIPIE PROPERTY BOUNDARIES. a ! ROTE:"DEARINO CONVERSION AND GRID CONVERSION" f PLAT HEARINGS ARE OR[EHTATED TO THE WISCON-31H \ COORDINATE SYSTEM (CENTRAL 20NEI WITH 0 DEGREES f f' \, 0 MINUTES 0 SECONDS BEING GRID NORTH. PLAT DIST TO GRID LENGTHS I ARE GROUND N AND CAM BE LENGTHSBYMULTIPLYING 03TANCES BY NYERTE%f !' ! o.ses®Gs f rf \ f f f Im m C 100 AVERITE0 L C 4br0jN a D "6733'01' D 06*0a'34" CURVE 760 - FOR, -L,, THIS PLAT IS RAT,VE PURPOSES L 379.60 L 621.26 D 11*13*58' M ONLY. REEDS U BE CHStA,41) R 321.97 R 5794.65 L 546.52 TO DETERMINE PROPERTY BOUNDARIES, , "I LC DCN 357.99 89*48'52"W LC OCS 620.97 36*52'44"E R LC 2787,69 545.64 HOTC: 'ROARING CONVER / H AND GRID CONVERSION" 761 762 DCS 38'00'58"E PLAT BEARINGS AWORFENTATED TO THE WTSCONSH,l _CURVE -9 D q COORDINATE SYSTEM (CENTRAL ZONEI WITH 0 DEGREES D50*37'46' 32'50'41'* CURVE T63 0 MINUTES DISTANCES 0 SECONDS BEING GRID NORTH. PLAT -IZVERTEo G ARE GROUND LENGTHS AND CAN HE CC) L 408.22 L R 30552 532.96 D 40*37'25*' A To GRID LENGTHS BY MULTIPLYING DISTANCES BY R 461.97, LC 301.35 L 99�26 of 0 TANGENT TABLE Lc 0cN 395.0T 81'43'31�E OCS 72*27'41"E R 140 .0 0 NO. BEARING DISTANCE CURVE 764 LC ocs 58?5,4Fo' 63 N 58*57'57W 164.01 D 02*53"20" 292.17 C-1 64 N 00'55'34"E 33.00 L R 5794.65 65 S 33*48'40"E 26.39 LC 292.14 66 5 33'48'40'E 11B.61 ,DC S 42-16'00"E s I. cpzz 71 N 57'11*41"E 36„11 1 EL EL SOL 72 S 31'27'41'E IIB�08 LL*L'SCO,',TR0IL ED ACCESS ---- MR� 73 S 5 6' 11' 1 Z - Yf 31.27 access9V FA,p.,jUT 7700-02.6% 76 N 00'59'24"E 32.45 TO %ftTM. N%l N 77 N 22'42'58'W 107.00 80 S 46'22'03"W 20"00 81 S 43*48'30"E 156.55 B2 N 46'11'30'E 15.00 83 S 79'12'47"E 41.57 84 5 51'34'28'E 55.43 85 S 01,08,3011w 7.91 86 S 56*24'38"W 32.56 88 S 59'21'26"E 67XI 110 N 42'20'33"W 202.24 11 Of IE ?2000,2t,200p.a 201 ST. CROIX ELEC. COOP P. 2417 LOT 3 7 L L 0 7 ST. CROO( ELEC. COOP. .. 6X, 7- (85) 1.03 AC IQV4 (D 2.86 AC SEVERED SLOPE INTERCEPT -9URyE 5 PI STA 486-01.04 X • 1273982.00 Y 41107T,64 A 09,46,34- D WOO'00' R 5729.58 T 490.00 L 97T.62 E 20.91 a Z"i, ROUTE COUNTY DATE R/W PROJECT NUMBER SHER, 11!0�94 S.T.R. 35 ST. CROIX T-L5 7200-04-2t NtIVBE FEDERAL PROJECT NUMBER 3-22-55 1-24-95 - - SCALE. FT. GRID FACTOR 4.12 0 04 -71 4 V SLOPE INTERCEPT q F0, 0 X, "}Jr Q, IZ -.q�307 CURVE 3290 , PI STA 41-66.74 PI STA 42-64.09 PI STA 523-76.86 x - 1273218.8r X • 1274274.36 X - 12713TT 23 y 412155.61 . Y 411719.95 Y 413813 92 was A 40'37*25" A 32®50 '41 - A 36'26'20- D 57.17'45" D 10*00'00" D 01*00'00 R 100.00 R 572.96 R 5729.58 1 37.01 7 168.B7 T 1885.95 L 70.90 L 328.45 L 364390 E 6.63 E 24.37 E 302 :4 1 CURVE 79 CURVE 12a -.CURVE 309 PI STA 42-96.55 PI STA 26-81.813 PI STA 34-79.84 X - 1273038.30 X - 1272899.79 X - 12T3573.68 Y . 4121130.48 Y . 411744.31 Y - 412191.87 A 35027'48" A 34°43*48" A 67133 'SIT D 19'05'55' 0 15°00'00' N, 67 R 300.00 R 572.96 R 381 .9T T 95.93 T I79.17 T 255.47 L 185.69 L 347.30 L 450.34 E 14°96 E 27.36 E 77.56 WO500TICADOB SHEET TS CAUTION THIS PLAT IS FOR ILLUSTRATIVE PURPOSZS ONLY, DEEDS MUST BE CHECKED TO DETERMINE PROPERTY SOUNDARIES NOTE� �SIIARIHQ CONVERSION AND GRID CONVERSION - PLAT HEARINGS ARE ORMHrATED TO THE WISCONSIN CoOTID14ATE SYSTEM (CENTRAL ZONE) WITH 0 DEGREES 0 MINUTES 0 SECONDS BEING GRID MORTHPLAT DISTANCES ARE GCOU;TD LENGTHS AND CAN BE CONVERTED TO GITUD LENGTHS By MULTIPLYING DISTANCES EY 0.99990S CURVE TIE D 15*23'55. L 1T993. R 5669 858 LC 1674.20 Do IN 15'20. i9"W 758 D 06*34'55' L 6T4 .29 R 5869.58 LC 6T3.92 g DC N 28*47'23-W S�TGO D 11'13*58" L 546 52 R 2T87 69 LC 545.64 Do S 38'00'58*E 'L� -9�757 D 06'25'05" L 657.48 R 5869.58 LC 657.13 D 03'05'45' L 369.66 R 2TST,69 LC 389.34 i5c S 13141.103,E D 20*47'35' L 2050.2a R 5649.58 LC 2039.05 3c-.5, . A, US IT7 26 le / f / ACCESS C4-11OLLEZ IT C. A. ENDJECT PURSUANT TO SEC715K MAS WISCON"m ST'Suns it r. fimmolaIIII&PLA NO. BEARING DISTANCE IT N 22'42'58'*W 107.00 78 N 65A16'49"E 30.00 79 N 8 8 89 N 05'58'42-W 130.00 go N 00*38'16"E 66.00 91 S 99*34'ST"E 124.65 93 S 48*22'34"E 39.61 94 N 89-04I50-W 33.65 �95 'N'3S*O5'4I"V 90.00 'x 1.82 LANDLOCK REMNAC. ANT 4.62 AC. I 2OL29 C.S'Jli v F. 2 � 8 C�/ LOT I m ROUTE COUNTY DATE T200-04-21 S.T.N. 35 SI' -C202' L--'S-94 FEDERAL PROJECT NUMBER SCALE,FTI GRID FACTOR 4J3 zoo C4 -7 1 0.07 AC. SEVERED Arr Z� PIT 01. �4 fl -0 0• SLOPE TRITERCEP 3 2 LOT IS 14.46 AC. SEVERED LOT 2 ELE CdON -ISO 7 INTERCEPT SLOPE IS U ------ K24G YCE0 ------------ L 16.67 AC. SEVERED N RE�"NANT' >1 CAS 0 rd T, X 0W "T- Cr C765 D mS IMTMTRM." A,, ".. NoC.106 12000'2U'2.o N,'I-- MY MATCH LINE - - - - - - I - - LINE - - - - - STA 555-06X)a SEE SHEET 445 - - - - - - - - PL.- - - - - - - - - - - - - - - - SLOPE S W - NN ACCESS CONTROLLED AT C, A. PROJECT NTA�" 11 INTEICEPT PURSUANT TO SECTWX $4,25 WISC-SIFN STATUTES CURVE 363 CURVE 379 CURVE 392 PI STA 51-30.60 P1 STA 74.05,97 PI STA 33.23.38 X - 1271781.14 X - 1270508.82 X - 1269939.94 Y , 415702.93 Y . 415439,11 T . A15747.96 A 11'18'36' A 08'32'45" A 08'32'45" D 05*00'00' D 02*25'15' D 02*30'00" R 1145.92 R 2366.83 R 2291.83 T 113,47 1 176.84 T 171.24 L 226.20 L 353.02 L 341.84 E 5.60 E 6.60 E 6.39 CURVE 716 CURVE 457 CURVE 458 PI STA 46.71,43 PI STA 40-78.46 D L 16'23'55" 16T X v 1271333.02 X 1270739.99 R 536945893 Y = 415805.38 Y 415839.76 LC 1674.20 A 09*33'36' A 10017'45" GO N 15*20'59"w IS 04*00'00' D 02'30 '00" CURVE 717 R T 1432.39 119.78 R T 2291.83 206.47 _. D 08*32*45" 31 L 239.00 L 411,83 L R 334.38 2241,83 E 5.00 E 9.28 LC 334.07 760 D _.CURVE 11,13,58" L 546.52 C S.1A. M. N6 R C 27$7.69 545.64 2027 C S 38'00'58 LOT 2 LOT LOT 1 4 X". 1269305.48 Y . 415765.74 SLOPE 8803 INTERCEPT rs --- ----- ---- 40 J4D, t P90f C 17 I I v-D-94 12-3C-94 3.22_4s N.C. 9-ZS-95 L-0-97 N.c, ATE ROUTE COUNTY DATE R/W PROJECT NUMBER SHEET SJJt 35 ST, CROIX 7200,014�211 NUMBER FEDERAL PROJECT Nu-BER SCALE, FT. CRID FACTOR 4J4 0,999905ar 4.1 - - - - - - - - - - - - - f LINE SE -NW PIPE SW -NE TANGENT TABLE gj C NO. BEARING DISTANCE I� 1, Ij 92 N 07-09.02-W 22.57 I ra, 98 N 85*29'12"E 15M1 140 S 88030'53'*E 222.53 P," L41 S 88P30'53"E 187.33 142 N 87'44'32"W 60.44 143 N 88'30'36"W 318.50 I 44 N 01'10'05-E 49.97 145 S 88*30'53-E 318.50 146 S 01*10'06'W $0.00 14T N 82*50'58"E 155.00 PIZ P 16,94 AD. o SEVERED De It I" S ---- S0.3 1'0'37 ---- RA� JET E Rf RD" "T.:UZ I T�Ik_,Z CAUTION ij 28 THIS PLAT IS RIC 4, �'$LLUSTRATIVE PURPOSES ONLY DEEDS KIUVj BE CHECKED 30 SLOPETERMINE-,R#bPERTY BOUNDARIES. AMERITECH INTERCEPT MATCH LINE ;17`lt-REAAING_C0NtVE,RSqh !NO GRID CONVERSION" 44ARTUGEFARE -ORIENTATED TO THE WISCONSU4 I LOCATED PEAT SEE SHEET 4.13 COORDINATE SYSTEM f E14TRAL SOREL WITH 0 DEGREES T /I DD t PIC 0`,IMHSUTES 0 SECOND�OMIRG ISRS NORTH. PLAT T (a `DjSTANCES ARE GROURD LENGTHS AND CAN BE CONVERTED TO'' -GRID LENGTHS 91 MULTIPLYING DISTANCES BY I/A 0: 5 1 1 �f Wf 1990 XNC, VIDEO SLOPE PC379 INTERCEPT Z-29.121 A NVI - SW NE -SW i li T 4" NVI-SE WTSOOT/CADDS SHEET 75 A G MATCH LINE - - - - -- - - ST735U�w- T STA 574�00.00 m syl -syl SEE GREET 4JG FC432 G-OL5Z CO'N xGLrD ACCESS COAT - -LEaAIC.FRa tcr7, 32 33 riprikTT TO UTS 4 N R (D4 Y 8835418360.00 SLOPE INTERCEPT pt TOWNSHIP PC453 OF HUDSON 3587 (100 ------- --- - 5 20 499YR, D TOWN8H,Ip 144 OF TROY TANGENT TAELE 333 CURVE -CURVE Na. BEARING - - - DID � PI STA 567-33.01 PI STA 13-90.3,-� 50.90 A - 1271086.11 A - 1270819.17 21022.04 Y . 417412 37 1 ST S 02*W07-1 150.00 A yl;-40" 39- A 23*24'18- i 913 N 02*25'13'E 146.79 t D 02*00,00, D 06014'29' 1100 N 02'11'20"E 25.00 R 2864,79 R 918.00 1102 s 02616,08111 G4.75 T 318.24 1 190.15 1 00 N 87'59' 111 TO 01, v L 633.88 L 3T5.00 E 17.62 E 19.49 c CURVE 449 _CURVE451 _qgRyF 447 TA -5024 C-�4 4 3 - Pr STA 2-32.54 PI STA T-34.94 PI S11.- X - 12T1115.63 X - 1270554.45 X - 127116047 PI STA 20-37.26 Y - 418488.51 Y . 417600.44 Y - 417993.19 IZT041G 50 A 10*28'46- A 27.06'42- A 12'53'11- p 417967:18. 32 ti ti D 06*21'58' D 06*44 '26" D 08"0'00' A 18 21'01" IS 900.00 R 850.00 R T16.20 D 06*00'00® 1 82.54 1 204.94 T 80.88 IS 954 93 154:24 L 164.61 L 402.21 L 1151.08 I E 3.78 E 24.36 E 4.55 L 305.84 CAUTION E 12.38 _CURVE 453 U I PI STA 2-70.55 THIS PLAT IS FOR ILLUSTRATIVE PURPOSES A - 1270464.55 ONLY, DEEDS PAUST BE CHECKED yA Y " 418546.31 TO DETERMINE PROPERTY BOUNDARIES, Z, A 22*38'49' D 08'30'00* HOTE: 'BEARING CONVERSION AND ARM CONVERSION' N PLAT BEARINGS ARE ORIENTATED TO THE WISCONSI R 674.07 COORDINATE SY-TEU (CENTRAL ZONES WITH 0 DEQREES T 134.98 0 MIHUTES 0 SECONDS BE140 GRID NORTH, PLAT L 266.43 Dt3TANC25 ARE GROUND LENGTHS AND CAM DE CONVERTED ti W, E 13.38 To GRID LENGTHS BY MULTIPLYING DISTANCES BY ROW 112- MATCH LINE STA 555-MOO fM LINE SEE SHEET 4.14 -- - - - - - - - - - - - - - - - - - -L� - - - - - - - - - - - - - - - - - - - P- REVS -ON 01 9-0-94 SE-SVI &AT pCA4 0 2T- I 7-�SLOPE INTERCEPT Pc4i3 5-,'OXS 124 AC SEVERED al IN= ROUTE COUNTY DATE RAW PROJECT NUW 7200-04-21 S.T,H, 35 ST. CROIX 7-15-94 L - PROJECT -FEDERAL SCALE. FT. GRID FACTOR (L999905 -75x MIR/ - 'LORE 00,51� P-mg0ja INTERCEPT ------ 7 --------- 7 ------ - 0 A ry lzf m syl - SE H -lAsp GAS v 4.15 11 10.E ... V: vpCmcA T200042C120015 .tSEIOT/CADDS SHEET 75 WPSDOT/CADOS SHEET 7° A C IC M NICE U FILE NAVEZ wDCWdS COMMOLLED AC ACCEI. tl.TR0LLE9 ,uKVjAKr TO 3ECTIO 1 six 's -34 & 035 . 10M6 Ac. SEVERED C, 34 Air IN T ( 4 D CAUTIONI THIS PLAT IS FOR ILLU4,TRATIVE PURPOSES I IECKED� TO DETERMINE PROPERT BOUNDARIES NOTE7 'BEARING CWIVCRSl0W AND LRID COGVERSIOH, PLAT BEARINGS ARE ORIENT ED TO THE VfMC,1 fATW COORDIHATE SYSTEM fCANTCL ZDNEI WITH 0 DEO-11 0 MINUTES 0 SECONDS BEINJ GRID NORTH. PLAT t DISTANCES ARE GROUND LE TH3 AND CAN ME CON' TO GRIM LENGTHS BY MULTIFLYING DISTANCES BY N ROUTE COUNTY DATE 7200-04-21 rz-3 z 2 9 5 <.TA 35 S17--CROIX L-15-9-4 FEDERAL PROJECT NUMBEF I-z7-r, MCI SCALE. FT. GRID FACTOR 4,0.V K. 0 200 TANGENT TABLE 0.9999pS xt N5. BEARING DISTANCE N 123.08 7 7 0 is19 IT 1�,3�08 PIS GA AN Z, Z- EFfir V Tj END RELOC ORDER 4STAl9D3-Q0.d0 L XX 4218IM78, r 729",—Zo m ? 77 ------- J- HE -;7;-- - om _CUR yE 372 PI STA 595.02 X 127 Y 4 =64' A 03PIA-YST' D MnS'00' 9.3T TA 9.13,99 918.00 183.30 371.45 19.11 w PI STA T-TB.35-;r- x 1270152.4rl � Y 41ms,4, 0 1, A 24*11'41,7"� D R 00 T 93 L 838 E 3. 74 I t 4 SHEE ion W647-C N Fa PA L I CI 'Coo 'T ,-\SLOPE INTERCEPT orsi, 43T 239.64 P. 1=110 LOT 2 j GAS CL u c PC WISDOT/CADDS SHEET FNOTLOCATION DESCRIPTION LN44� EAST CORNER COZ 947.52 BASE 'RIVER FALLS WELCOWS YOU' SIGN X 1286561.345 27S Y 39605%054 285 4,80 T ------7- CURVE 4 P.I. 20 -3-47 0I. -T 94.32 ,9 E V. .041 Y. j)- I q 6 0 �MfmkNOIAOM I lmmmmu#lo=# ma 0=1 PLAN AND PROFILE S.T.H. 35 ST. CROIX >x /"v INLET NO. I STA. 295-00. 25' L% 1 EA. INLET TYPE 11 4 EA. US GRATE ELEV. 939.p - gggiiimals�l 890 - -------- - =T 2 3 4 29" 6 7 89 1 2 3 4 27S 6 7 8 9 __LBO 1 _2 —3m285 6 9 290 1 3400zPP270,DGN JDB , — NO. LOCATION L DESCRIPTION ELEV. �090 LT T39-70 LT Sw CURB STRUCTURE 94E�26 94'��26� B55-04 BLUE KEEL UARK,- 410 10 9 75t RADIO RD. BLUE KEEL MARK, TOP 93B.02 9 B R ;I : :W MIDDLE STEEL 60' CULVERT PIPE 411 T340-05 RT. BOLT PP -APH IGO 46.70 415 358�30 R% 145� BOLT 2ND ELM TREE '9 7 . go 1947.90 NORTH SIDE CHAPMAN RD 1� 1� 2 3 4 Bw 410 'J STA 339-T 0 STRUCTURE C-55-0P4 REOUIRED xy TWIN 8'x 6' GONG. BOX CULVERT (SEE STRUCTURE/DETAIL PLANS) SKEW 20' LHF f— --------- STATE PROJECT NUMBER Sl 7200-04-71 INLET NO. 7 PLAN AND PROFILE STA. 345.35. I EA. INLET TYPE S S.T.H. 35 ST. 2 EA. US GRATE GRATE ELEV. r'/" 945.7 E ELEV. '�42.9 Or-77TH2.81 LeINLET NO. 8 STA. 354-OD. ZT' LT.," OBLITERATE ROAD I EA. INLET TYPE 9,' 2 EA. US GRATE," GRATE ELEV. --949�3 ll;TA 344-66.07D STH 35 ELEV. ,147.2 DEPT -2.1' EAR & CONCR, BRIDGE 26' ERALL WIDTH OBLITERATE ROAD TO ENTRANCE T 8 9 340 1 '==940 1 a 4 34 2- OL 'm " 1 ----- 2 — - 3 ------- 4 355 6 7 8 9 :PP330,DCN o STA. 364-00 INLET NO. 9 EXISTING 48'X7O'X62' STA, 361-OD. 31.3' LT, CATTLEPASS To BE REMOVED I EA. INLET TYPE 9 2 EA. US GRATE GRATE ELEV. 953.1 E ELEV. 950.3 DEPTH 2.8' CUTT—VE 10 0 6 VE 464,'V-- P. 1. p R C286,1� T9 QcP 6' L 13 19 I 0WO-2 o RPN U&RKS LOCA11111, DESCRIPTION-' ELtv,� 67.3ao_ LT 40 BM;C P -RO FROM AP.r 94T.90 PSYLANDER -Tsz—.48 5-10. L,7,. 1W BLUE KEEL TPP OF COVER lowidsloomm STATE PROJECT NUMBER SHEET NO. T200-04-71 -.'INLET NO. 10 �Lj PLAN AND PROFILE ETA. 375.00, 30.1' LT. I EA. INLET TYPE 9 411S.T.H. 35 ST. CROIX 2 EA. US GRATE Lj/ A GRATE ELEV. 951.2 0 rL ELEV� DEPTH 2.7' -11 Wo 9 STA. 3T3-50 STA. 36B'-3b RT. EXISTING 3 STH 35 CULVERT PIPE CGNSTW P.E. STA 375- 62��123 STH 3s _00 A. I TO BE REMOVED 30-00 F I INLET No No ��6� 2T. ///�/STA. 37542 RT. STA. 380a,:41. 24.4' LT. _37 _ __D TYPE � CONSTRUCT P.E. I EA. INLET TYPE 9 3 - 60" CULVERT PIPE RED ' 0 2 EA./US GRATE f` OFF 6 - APRON ENDWALLS. REO'D. GRATE ELEV. 951.Ds E ELIEV. 9116.75 DEF�TH 4.W fi T E� 1 ri 2 3 4 365 6 7 8 9 370 1 2 _3 4 _375 000400:PP360.DGN 98 JOB 8 9380 IROTAGS RD. I BM 425� CURVE DATA CURVE 24 P.I. A 16*12'09" D 01*00'00' R 5T29.58 L 1620.25 1 815.57 STA. 39700 EXISTING PIPE CULVERT fF.E.) TO BE REMOVED �- W�4WI LOCATION DESCRIPTION ELEV .=--1 922 STA. LT. POLE PK,POWER POLE 967.27 GLOVER Rbl�l 430 EZ;�DO STA� 23-Oo AT- _E BLUE KEEL TOP AP 968.25 GLOVER RD OLD E RD. 'Y WELL CASING,4DY 'ELL C S OWN HALL / STA. 420�00 RT. LPOWEA POLE TPOEo P LE 963.66 1� 1� INLET P.O. 12 STA. 397.00, 27'LT. I EA, INLET TYPE 11 A EA. US GRATE rL ELEV. 959.3 STA. 4015.78 EXISTINO,36" X 68' CULVERT PfPZ TO BE REMOVED OBLITERATE ROAD INLET NO, 13 STA. 405-78, 27'LT. I EA. INLET TYPE 9 2 EA. MS GRATE GRATE ELEV. 963.6 rL ELEV. 956,3 DEPTH 7.31 6 7 8 9 400 1 2 3 4 405 6 STATE PROJECT NUMBER SHEET NO. 7200-0g 11r PLAN AND PROFILE T.H. 35 ST. CROIX 4 STA, 35 r 41.30 VER RD. OBLITERATE ROAD -1 d REvGVE-aUILp 24 =RN CRIB P — ----- ']AFAN D LL P I D 01*30*oc", R 381 L 7,9 .5'� .041X 1191mmmi 910 _L- 13 - 9 _SJO 5 Rpmr" UAPMY NO. LOCATION DESCRIPTION ELEV., 555 5 A. 441 10 LT. BLUE KEEL ON CURB 2" 66 OF BRIDGE B55-05 441 STA• 441.70 LTI, BOLT, BURR DAY,. 920.87 12* DIA. 740 _�T A. 435-9D RT, _jOl MAPLE. 24* DIA. 925.37 ffm STATE PROJECT NUMBER SHEET C 0 7200-04-71 INLET ND. 16 ? _STA. 443-00� 2T ° LIT'- :� PLAN AND PROFILE CA. IN -LET TYPE 5�' S.T.H' 35 ST. CRC 2 EA. MIS GRATE (-GRATE ELEV. 922.6 --rL ELEV. 020.0 INSTALL BLBLANKET11STA. DEPTH 2.6' DRAIN 434.25 RT. STATION 441.35 STATION EXISTING 24' X SO' RCCP PIPE CULVERT REMOVE STRUCTURE B55-05 STATION 441-36 427.50 TO 428.00 Y TO BE REMOVED COMB. TR. TIMBER I BEAM COI BRIDGE 71 STRUCTURE 5-55-162 REQUIRED LEFT BACK SLOPE "1 0 35' OVERALL LENGTH BM 441 TWIN 10l'x 5' CONCI, BOX CULVERT r 0 26* OVERALL WIDTH fSEE STRUCTURE DETAIL PLANSI SKEW IS- LHF REMOVE BEAM GUARD 54R­ 44 a - X X -3z-x-K' -xx Ix 71 x —TV— 0 STA. E:=x /n444-87 RT.�,_,��' 00 IT __T V - I - 30' CULVERT PIPE CLASS 111. REBID. OBLITERATE—2 APRON ENDWALLS, REO'D. / ,SETA. 423.30 RT. CURVE DATA o 'REMOVE MET NQ. IT ROAD ulEXIST. 30- X 52° CULV. PIPE CURVE 94 O0 NTRANGE_ STA° 446.00, 27' LT. TO BE REMOVED 1 EA. INLET TYPE 9 ell 55 . 0 P.I.pi\' x 1/7 2 EA° MS GRATE INLET NO. 14 INLET NO. 15 6 04047 3 GRATE ELEV. 924.5 STA, 423-OD, 2T* LT. STA. 434-66, 25' LT./ 0 01*00 0 F ELEV. 919.2 MET TYPE 11 R 572 c' 0 I EA. I EA. INLET TYPE 9 L 4 EA. US GRATE L 479 o'_ DEPTH 5.2' 2 EA. US GRATE 29 GRATE ELEV. 957.2 GRATE ELEV. 934'.'q -I 239�TB L SEE DETAIL FOR C, Nth YOUT E ELEV. 93M// ENTRANCE L A DEPTH 3.4� 0 STATION 16-71 STRUCTURE 8-55-163 REQUIRED L TWIN 12'x 5' CONC. BOX CULVERT (SEE STRUCTURE DETAIL PLANS) 980 0 __r=7T =Z =1970 970 960 950 950 7_71 940 —.-1940 ------- -- 930 1930 =330 930 — ----- - A 7 -----------_---- o7ml _j MID a- 920 - — ------ 92 0 Z4 7 R =7 NQ_ 3910 910 54,--j 9 D D 900 ow� . Fi. . . . . . . . . . i RKB 930 —920910 900 raguaEffil-Mm NO. LOCATION DESCRIPTION ELEV. 556 STA° 491.80 R% KEEL MARK ON SW 921.20 CORNER OF B55-06. 767'iTA. 43.6-5 RT. iO-LTIPP FR 3 MET NO. 2 STA . 492.71 STA. 496.00, LT. STRUCTURE C-55-164 RECUIRED J, I EA. INLET TYPE' 1� TWIN 9'x 6' CONC. BOX CULVERT ? EA. US GRATE (SEE STRUCTURE DETAIL PLANSI GRATE ELEV. qls.& SKEW 30' LHF F ELEV. 914.3 DEPTH 4.3* Q T ATE RDAD INLET NO. 22 STA" 491-34� 25.6' LT� I EA. INLET TYPE 9 1-0/ 2 EA, US GRATE V GRATE ELEV, 920.6 F ELEV. 91516 DEPTH 5.0' 0 0 435 - , COULEE RD. . I , ­ — N43'35'22.W I STATE PROJECT NtJWBFR T200-04-71 PLAN AND PROFILE S.T.H. 35 E BU 556 ^0STA! T 7482 -25 ^l a EXIST 30X130'C PIPE CRT TO UARD- CURVE 5 BEREMOVED 60 INLET NLE,7 NO. ST4 6:8'DS 29.6 09* JJUBER I BEAM CONgCR E'. INLET TYPE TA� .506r'06. 65LL RT. D 01 -00:00 ✓f EAQ ltZ-I:T TYPE 2 A. US GRATE /1' STA. 493-50 S.R.RT. \0 2 EA.,JiS GRATE R 57Z9.58 32� OVERALL WIDTR A 1 - 24-X40' CULVERT E ELEV. 2 F E EV. 904 GRATC-XLEV. 90&.05� L 977.62 T 49M0 OBLITERATE ROADPIPE TO BE REMOVED F 904.5 DEPTH S. 1) OTH 4.35' E 20.91 DOES NOT MEET wiTir' CLEARANCE) STA. 508-BD RT, REMOVE APRON -VOWALL il 920 900 c; 4 '—Pin '— P� "Z;: , 3 4 485 6 7 8 9 490 1 2 3 4 495 6 7 8 9 500 3 4 ....505 D6-T2000400zPP480.DON 1-15-98 RKB D6-72000400:PP510.DGN INLET NO. 28 STA. 541.00 2T' LT. I EA. INLET TYPE 11 4 EA, US GRATES ELEV. 910.2 -165 INLET 40. 29 --�' STA. 545.00, 27' LT. I EA. INLET TYPE 9 fig 2 EA. US GRATE GRATE ELEV. 911.3 F aLEV. 90T.1 DEPTH 4.2' F�- :A:fl �ODESCRIPTI@N ELEV. 1481 ISTA. 23.25; L.T. wIGHRIDGE RD. BOI DIA. BOX IELDER 1919.70 CONSTRUCT FRENCH BRAIN (SEE DETAIL) III STATE -PROJECT WIMBER I SHEET NO. 7200-04-Tl PLAN AND PROFILE S.T.H. 35 ppp ST. CROIX SEE DETAIL FOR r� PLACIN AT INTERSECTION G OF WASTE INLET NO. 30 CURVE DATA STA. 565-DO. 33.T' Ll. CURVE 333 1 EA. INLET TYPE 9 G�IA. U ATE P.I. 9 12.3 A 12 40 309: "V 9 0 09 1 D 02:OD:o DEPTH 3-k R 2864.T9 L 633.88 IS.E..151A 318, -24 �0 E. Y Y. 481 570 ------------ ------------- J - --------- 920 BID -1 PC 900 890 950 940 930 Sao 880 A ll ,nti 4 545 6 7- 8 9 550 ----- - 1 2 3 4 555 6 7 R_ m 9 560 1 2 3 4 565 9 7 a 9 :D400:PP540 XGN --� 6B D6-72000400:PP570.DGN c; at oww BENCH MARKS NO. LOCATION DESCRIPTION ELEV. 209 SW CURB STRUCTURE W 'R "UE [R55C'0"4�B8LSUFE-UKEE7L 946 26 "I' MIRK STAB410 -TS: R%IjSLUE" MA "Ki:op. 938. 2 RADoRD. MIDDE.STZL.o CLrLVERT PIPE STA. 12-00 LT. CONSTRUCT F.E. 1 - 24" C.P. CLASS 111, REWD. 2 STEEL APRON ENDWALLS, REO'D, BEGIN CONSTRUCTION STA 10.00 OBLITERAT I DAD RADIO ROAD � BU 410' 411 CURVE DATA 6URVE III P.l�„ A �26'55'40" R 86I.48 // , CURVE DATA L 1�4.64 T 65 59 STA. 15.03 RADIO ROAD CURVE 119 j ER STA. 344-60.073 STH 35 P.F. S.E. 0.0 CURVE DATA A 34*00'42" D 20*00'00" CURVE 118 R 286.48 L 170.06 60017'28" T 87.62 D 20*00,001, E 13.10 ol R 286.48 L 301�46 T 166.37 S.E. 0.060'4 /A 2 E 44.81 S.E. 0,040% DEL RATE ROAD--, f STATE PROJECT 7200-04-Tl PLAN A 0 =LANAND PROFILE H� 3 S-T-H� 35 RADIO ROAD ST. CROIX !7 I END CONSTRUCTIONS STA„ 24.00 RADIO ROAD II STA. 20-6 CT . ' 4. :CLASS I I REO*D. 2 STEEL APRON ENDWAL L' . REO'D. 5 6 7 8 9 SO 1 2 3 4 15 6 7 8 9 20 1 2 =1930 ... I... I 1 —111. ..� L-23-98 _JDB 11-1 ,111-- I 06-T2000400:PPFRLDGN STA. 10-00 k CONSTRUCT F.E. I - 24" C.P. CLASS III',. REO'D, 2 STEEL APRON ENDWALLS�. REO'D, ENGINEER WIL CONSULT WITH PROPERTY OWNER I ABANDON WELL ON THE EXACT LOCATION! OF ENTRANCE' REMOVE BUILDING V (CORN CRIB) 0. BEGIN CONSTRUCTION STA, 10.00 CLOVER RD. CURVE DATA CURVE 312 A 38025139" BENCH MARKS D 20'00'00" CURVE DATA — — — — — — — NO. LOCATION DESCRIPTION ELEV. 922 STA 22�00 LT. , POW PK ER POLE rLC� GLOVER D. 430 STA. 23-00 R7. BLUE KEELJOP CAP. 968.25 CLOVER RD. WELL CASING TROY TOWN HALL 9 9 0 970 960 940 930 286.48 CURVE 313 STA. 20.00 GLOVER RD. L 192.14 STA° 413-36.824 STH 35 T 99.84 P,l. E 16.90 t 70'14'06** S.E. 0.060% D 20*00'00" R 266.48 L 351.18 T 201.47 E 63.T5 S.E. M401/1 STATE PROJECT NLWBER------r -SHEET NO. 00-0 D 04-71 PLAN AND PROFILE S,T.H. 35 GLOVER ROAD 57. CROIX A 20-60-FRON�AGE ROADs*z" 1g,CULVERT PIPE RE"Dt STEEL—, APRON ENOWALLS.- RED D. J n I -30 GLOVER ROAD v ?,�GTRUCTION END CON _ STA. 23-00 GLOVER ROAD CURVE DATA CURVE 310 P.I. A 32'07'42" D 20*00'00" R 286.48 VL 1260�64 t T 8.49 E 11„64 2 3 4 15 6 7 9 20 1 I --- - — 7 8 9 30 1 2 nrra 25 D6_T206640D!PPCTNFF.6GN BENCH MARKS NO. LOCATIONJ DESCRIPTION IELEV. 305 STA. 52.50 RT. WER PK NAILN POWER A 13 917.44 TOWER RD. ! POLE - 475 STA. 32.90 RT, PENNY 60 PENNY NAIL 92M6 TOWER RD. P P IT52TACT 476 STA. 49.75 B1. rqP ANCHOR BOLT N.W. 917.84 TOWER RD. 1� M , T� 5UjW CH 'TRbECH BUILDIN ;R. ACM L;IN ISM 930 920 I STA . 35.9& 36.50 RT. CONSTRUCT P.E.'S 2 - IB- C.P. CLASS III REO:D 4 STEEL ON ENOWALLS: RED D: SM 475 -7, aZF- CURVE DATA CURVE 392 pit —'ll R.I. 08*32,45, D 0 2630,00, R 2291.83 L 341.84 n c1 171.24 oo E 6.39 s E. 9 9 30 CURVE DATA CURVE 458 P.I. h 10-17-45- D 02*30'00" R 2291.83 L 411.83 1 206,47 E 9.28 11 S.E.. 03 IT, STATE PROJECT NUVBER I SHEET NO. 7200-04-71 S,18 STRVCTURE 9-55-165 REO'D. PLAN AND PROFILE 2 2 SPAN 52,IPRFS7RFSSED CONC. GIRDER IIY 3 0 1 35 TOWER ROAD ST. CROIX CLEAR OADWAY SKE, 10-2 '117" LHF L�j ST A, ST R" C 0' I AM 3 G C:L� SKEW 11 7,200 - 004 - 7 1 PLAN AND P1 S.T.H.S.,.H. TOWER ROAD -CGAS AW y END CONSTRUC71ON 0 STA. 52.00 TOWER ROAD H, I p Q mi Z:f iL 476 CURVE ATA CURVE1457 STA. 50.00: TO SZ.50s RT. CONSTRUCT ENTRANCE p I 09-31 36" CURVE DATA D R 02144000'00" �2 -11 CURVE 363� 1 L 3 " P.I. A 11-18-361 I ll�:78 E 5 0 D 05-00"001 s E. 11, R 114592 L 226.20 1 113.47 E 5.60 n r — 0 q(ollf I V: Li 72Z 2 3 4 35 .6 T 8 4------40 i 2 3 4_ 451 7 8 �l now NO. N DESCRIPTION 752ST�ACG33W1120 . R%j PK NAIL IN POWER -ELEV, 923.72 HIGH RIDGE RD.j POLE 7527AEI 480 STA. I0-90 1-7:1 BOLT 14- DIA, ELM 917,85 HIGH RIDGE RD 481 ISTA, Z3.25 LT-1 BOLT r 6- DIA. BOX 919,70 BENCH MARKS 480 ... - -1- -111 'l— — —.1 —io, " -1. .... . ... I ..... -- —', -- IS -47.59 mm Kdll m - -- — ------ --- — — — — — — STATE PROJECT NUVE�� 7200-04-71 PLAN AND PROFILE P733 S.T.H^ 35 HIGH RIDGE RD. ST. CROIX STA. 20.00 HIGH RIDGE ROAD STA. 36T-30.956 STH 35 — — — — — — — — — — — — — — — — — -- BM 481 BM 752 it :z: .. ..... ... 7R HIGH RIDGE"RO,:"' . ..... ..... ..... ..... ... ..... .. j END CONSTRUCTION STA, 31.91 HIGH RIDGE ROAD GAS SEE WASTE AREA HIGH RIDGE RD. DETAIL FOR WASTE PLACEMENT. -�P; Y41 AuM1 Mi. 2 2� 2 01�12 - - - �! -- 24 /z"—�...._ 22 3`, — m ffm Y %" DETAILS OF CONSTRUCTION. MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL. CONFORM TO THE PERTINENT REOUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS. DETAIL DRAWINGS FOR PROPOSED ALTERNATE DESIGNS FOR CATCH BASIN. MAM40LE AND )WET COVERS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PROVIDING THAT SUCH ALTERNATE DESIGNS MAKE PROVISION FOR EOUIVALENT CAPACITY AND STRENGTH. ROUND FRAMES AND COVERS SHALL HAVE CONTINUOUSLY MACHINED BEARING SURFACES TO PREVENT ROCKING AND RATTLING, THE ACTUAL WEIGHT OF COVERS MAY VARY WITHIN 5 PERCENT, PLUS OR M:NUS, OF THE APPROXIMATE WEIGHT. .______23....e..__._`j t.._______._. 23".__...� z --35" ® 35" a z u .t � cc 0 4 H w k a a 0 0 0L 25,/,-29"O2 s/®" 0Q2" 1 209 � 22112 --- t-,Y:' TYPE „C" 1,e,L((o��Qo110((0�� 1 34 1 BOHM 34" % F--H I""�-I'(jJ""�`��--�`" (APPROXIMATE WEIGHT 340 LEE) ��� 000 �o �000 o TYPE ,"�", -21�"—•^iF--� FRAME...._.......... 235 LBS, 11 11 UU Iu UU UU APPROXIMATE WEIGHT 395 LBS.) i GRATE,.»......».. IDS LBS. FRAME— 285 LBS. ALTERNATIVE GRATE FOR 1 5/g"--� �"—" --• I.a"" �-•--d CRATE._....110 LBS. TYPE "B" COVER tF j (APPROXIMATE GRATE WEIGHT 125 LBS.) GRATE_._..._125 LBS. ALTERNATIVE TYPE "MS" TYPE "MS" USE WHERE PEDESTRIAN OR BICYCLE TRAFFIC IS POSSIBLE. (APPROXIMATE GRATE WEIGHT 365 LBS.) (APPROXIMATE GRATE WEIGHT 270 LBS,) NOTED AS TYPE B—A ON THE DRAINAGE TABLE GRATE._.._—.365 LBS. GRATE..»...-270 LBS. USE WHERE PEDESTRIAN OR BICYCLE TRAFFIC IS PERMITTED USE ON FREEWAYS AND EXPRESSWAYS 1" DIAGONAL BARS WITH OPENINGS 1fP 6,. - �_ � -T 13 Y" 19 I/<" ---.4 1 ft N g" /q" —297/e" NOTE: CURB BOX HEIGHT ADJUSTABLE 61 TO 9" TYPE ,"WMW> (APPRO)OMATE WEIGHT 670 LBS.I DIAGONAL. SLOTS, SHALL BE ORIENTED TO THE DIRECTION OF FLOW AS ILLUSTRATED. GRATES ARE. MANUFACTURED TO BE REVERSIBLE. STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION E/5�z_ DATE m HALF SECTION C—C o Alternate Dei9w Stroo.ghhRiser Stactman And a precast Rfinfox,-nd Specters Flat Slab Too with ace2uttil 7 7 downing Sectors plaster coat 6. Kin. concrete Block to TV depth 5- Win, Precast Reinforced Concrete to 4W dePth or Mortar 45. 91 Concrete to 40' depth t 2 ceases 6®-Co . So — a .D- Block cher 121 W. 25 1 c Joint o C optional 4 6 T-"� fboyed ong.tractim Joint --A- Bars —'B' Bars N, 4 Tie Set `T' -F No, 4 Tie Bar C. dome 9' C-C SECTION D-D MANHOLE TYPE 5 Alternate Design: Precast Reinforced Concrete Rider and Flat Slab Top with eccentric opening M, SECTION C-C NOTE : All W,-V, and 'C' Bar Steel Pllrfi-r-idg is the oaes dioneter which varies with depth. An, 5 Bars to 20r depth No. 6 Purr over 2W to 30' depth No. 7 Bars over 30' to 1V depth The 'A' and '8' Bars m.y be placed in one or two so,,,nts, and shall led 24 Bar Diameters. "C* Bars shall have -Standard Kooken Ends, NOTE: 'T' throughout length 'L" shall be 13' for Pipe Disaster 48' to 84- and IS- for Pipe Diameter greater than 84', 12.-oa. - iser Din. o=. Details of ccnstrmtxor, gat.r.l. and workoauship not shown . this drawing shall contain to the Pertinent requir,—nts of the Stund.rd Specifications and the anplicoble Special Provisions. Detailed drawings for proposed alternate designs for uecergronod drainage structures shall be submitted W the Engineer for approval providing that such alternate designs nuke prisim for egar,,-lant cava-itt, And strength. All drainage structures are designated so tho plans as °fodoholes 14% "Catch Basins I-Bw, "Inlets 3-W, etc• Too first digit designates the MIScogrY Portion of the structure, and the following letter designates the tips of cover to be used to Porpoise the complete mit. Steps counting the following r,,uirprouns shall he "stalled in all structures over 5 feet in depth: 16 inch C-C smanieur, spacing: Ps-doot - ttaiMfso clear distance of 4 inches fy,,s the wall at the Point of edbeuessddt; midisrs, length of 10 inches: miniesso wall ertedm.mt of 3 inches; and be dawdle of supporting . concentrated load of 300 Ids, Faster, eatal steps not Pointed or treated to resist corrosion shall Rave a munie Cross gotionotl dimension of I inch. Solid Al steps shall bate a coorroat cross sectional dimusion of 0,75 iuph, surfor,,& to be 1,1boddod in Chester" pholl be givoh she coat of suitable Qnflitt, dnint, such As dim ChrOarthe Pringar conforsong to federal spdciftcotiun TT-P-645 a, wd,ivulwt,t. Steps of pw."d Polyormyle. Plastic ,rated rejefo7cesot bar or. acceptable.. Precast Reinforced Crogrose Risers and Eccentric Cares oat he used be concrete or cdocrate block oandoles. Precast sertagns shall be installed an a bed of Mr Gar, Precast Reinforced Cdocxtto Risers caY be Places with tQoQUP W All onr steel yeinforceant shall ho esPedded 2 inches clear unless otherwise shown or mtecl- fe Use 2'-04 dineeter oveniag with tYP9 'V'L" 'ad 'J" covers, or 3'-0. diareater with type 'X' and -W cnvOis, All Precast Inlet Units shall confers to the Pfit'non t requixesots of AA-1gfM Nsnacrtion R 199„ 6/1 Q CO Lr DO .�.....3 TO'---. V 5 YSL�2 IOV2 .,_._. 553S' { DITCH7 IS Ck. N Im 2 N0.4 BARS LI C-C TO I5'DEPTH �^ 6-C-C OVER IS^TO 25'DEPTH _NO4 BARS SPACED w LAN VIEW GRATE ELEVATION j ,I (K DIRECTION OF ` OW SHOWN ON PLANS , LE OPE DITCH LINE a -� r" 6 tS�., DJ� DIKE .e (' DISCHARGE c7 z NORMAL FLOW DEPTH AS SHOWN OPTIONAL pN 'PIPE s "DITCH LINE ON PLANS "--- CONSTRUCTION — 1 k a ..._._-.. _ 3 GRATES W NO.4 BARS 12" C-C TO 15 DEPTH '� m x 7 " ® 4 GRATES o 6" C-C OVER 15'TO 25'DEPT'H FLAN VIEW SECTION A -A REINFORCED CONCRETE INLET TYPE 8 2'-IO11/,'"-._'_' _5y,- 5�`a"_ 11 DITCH CE. j� _ NO,4 BARS 2' C-C TO 15'DEP7H '^ �6" C-C OVER 15"TO 25'DEPTH GRATE ELEVATION DIRECTION OF FLOW �'-SLIOyW4N...ON PLANS DITCH LINE ^xif.^ 4«,.� \\\ I 2'!4" DEPTH AS SHOWN OPTIONAL ON PLANS "'-""-- CONSTRUE DINT NO, 4 BARS 12" C-C TO 15°DEPTH. G 6" C-C OVER 15'TO 25'C-, DISCHARGE PIPE "" ` I I IT SECTION D-D SLOPE TOWARD mm DIRECTION OF FLOW �+ 6PSi OIL SLOPE, DITCb D KE r o NORMAL FLOW 2" CL DITCH LINE ._.-_- 5..4. ...._..__ SECTION B-B GENERAL NOTES DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUREMENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE. SPECIAL PROVISIONS, DETAILED DRAWINGS FOR PROPOSED ALTERNATE DESIGNS FOR INLETS WHICH MAY INCLUDE PRECAST REINFORCED CONCRETE INLETS, SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PROVIDING THAT SUCH ALTERNATE. DESIGNS MAKE PROVISION FOR EQUIVALENT CAPACITY AND STRENGTH. PRECAST REINFORCED CONCRETE INLET UNITS, IF USED. SHALL. CONFORM TO THE REQUIREMENTS OF THE CATCH BASINS, MANHOLES AND INLETS SECTION OF THE STANDARD SPECIFICATIONS, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE ENGINEER„ THE. CONTRACTOR SHALL NOT ORDER AND DELIVER PRECAST INLET UNITS REQUIRED FOR THE PROJECT UNTtt A CORRECTED LIST OF SIZES IS FURNISHED BY THE ENGINEER. ALL INLETS ARE DESIGNATED ON THE PLANS AS "INLETS„ B-MS ETC. THIS DESIGNATION IS INTERPRETED TO MEAN THAT THE NUMBER. OR FIRST DIMT DESIGNATES THE MASONRY PORTION OF THE STRUCTURE AND THE FOLLOWING LETTER DESIGNATES THE TYPE OF COVER OR IRON CASTING TO BE USED THEREWITH TO COMPRISE THE COMPLETE UNIT. ALL BAR STEEL REINFORCEMENT SMALL BE EMBEDDED 2 INCHES CLEAR UNLESS OTHERWISE SHOWN OR NOTED, 91.0. PIPE .. tuvE { DITCH r" 4 O.OI FT/FT M'N. -._- -.J I I•_J SECTION C-C-6 2..R 'CURB .BAYTE 1 /—Ctff� FACE 1._. "+ MAX.R -3'R. 6 •/FT. SLOPE 6" 3"R .,.-- �a"lFT. SLOPE 6- WCQ TYPES A A D TYPES K& L zrl CR I 0 6. 4^ 2....3.>R «--. !r,FT. SLOPE A t T TYPES G A J OPTIONAL CURB SHAPE FOR TYPES K A L Y,-" TT. SLOPE ® 2 ® 6"� Q4 TYPES A & D CONCnETE CURB & GUTTER 36" 40.4 X 2'-OOTE BARS SPACED AT 3'-O"C-C '/= THICKNESS OF GUTTER —I I ADJACENT rnmcrcno P / CCtERETE CURB --i & GUTTER T I YPICAL TIE SArl LOCATIOfl ETITRANCE CURB }' EE::1 NE-or ISIMIN. 2 A CONCRETE A -T DRIVEWAY ENTRANCE CURB *NEW CURB & GUTTER. tWHEN DIRECTED BY THE R) SURFACE DRAINS, EXISTING CONCRETE PAVEMENT CONCRETE OR OTHER NEW CONCRETE. PLAN VIEW FNO.6 X t2"DEF. BARS SPACED 3'-0" C-C, INSTALLED ON &J SKEW HORIZONTALLY. DIRECTION OF SKEW ALTERNATING AFTER *HEW _.. _. EVERY ONE OR TWO BARS. THE HOLE FOR THE BAR SHALL 1, BE DRILLED TO A DEPTH OF F r AND TO SUCH A DIAMETER AS TO PROVIDE A TIGHT ✓ G _ DRIVEN FIT '/i THICKNESS OF NEW CONCRETE EXtSTNG CONCRETE SECTION A -A PAVEMENT TIES 2- R 6" n �q•/FT. SI GENERAL NOTES DETAILS OF CONSTRUCTION. MATERIALS AND WORKMANSIAP NOT SHOWN ON THIS DRAWING SHALL. CONFORM TO THE PERTINENT REOUREMENTS OF THE CONTRACT,. PAVEMENT TIES AND TIE BARS SHALL BE. EPDXY COATED N CONFORMANCE WITH SUBSECTION 505.2.62 OF THE STANDARD SPECIFICATIONS. INTEGRAL CURB & GUTTER SHALL COW RM-TO THE DETA4.S SHOWN FOR CONCRETE CURB & CUTTER INMUDING THE TRANSVERSE GUTTER SLOPE. A LONGITUDINAL. CONSTRUCTION JOINT IS NOT REQUIRED WfTH INTEGRAL CURB AND GUTTER, WHERE THE TRANSVERSE JOINTS N THE PAVEMENT ARE REQUIRED TO BE SEALED, THE JOINTS IN THE INTEGRAL CURB AND GUTTER SHALL BE SEALED TO THE FACE OF CURB WITH THE SAME TYPE OF SEALANT. THE COST OF FURNISHING AND 24STALLNG THIS SEALANT SHALL BE INCIDENTAL TO THE ITEM CONCRETE CURB AND GUTTER. UNLESS OTHERWISE SHOWN ON THE TYPICAL CROSS SECTIONS, THE BASE COURSE AND UNCLASSFIED EXCAVATION LUTS ARE 2'-O" BERM THE BACK OF CURBS. Qt TE BARS ARE REOUIRED FOR CURB AND GUTTER TYPES A,G AND K. Q THE BOTTOM OF CLRB AM GUTTER MAY BE CONSTRUCTED EITHER LEVEL OR PARALLEL. TO THE SLOPE OF THE SUBGRADE OR BASE COURSE PROVIDED A 6' WINOM GUTTER THICKNESS IS MAINTAINED. WHEN REVERSE SLOPE GUTTER IS REQUIRED, THE LOCATIOISIWRL BE SHOWN ELSEWHERE N THE PLAN. CONCRETE CURB & GUTTER 18" 2'R Yi lFT. BATAER FACE OF CUiB (AVEBOADJACENT PAVEMENT) a^ 18 `ADJACENT PAVEMENT 3" N0.4 X 2'-Q"DEF. TE BARS SPACED 3•-0"C-C TYPES A A IS CONCRETE CURB LONGITUDINAL, JOINT IS NOT REQUIRED SAME PAY LUTE AS CUB & CUTTER PAVEMENT SLOPE ` ®/FT. SLOPE '. • PAVEMENT THICKNESS 4 PARTIAL SECTION OF PAVEMENT WITH INTEGRAL CURB & GUTTER SAME SLOPE AS ADJACENT PAVEMENT Q REVERSE SLOPE GUTTER (TYPICAL. FOR ALL CURB & GUTTER TYPESI �f17fr7�7��,fi`a ■ MMMMMMMLS�W M 0 PLAN VIEW SHOWING MASONRY AND SOD 'It 11 - Masonry thickness shall be (V-9" for concrete and 11 -011 for mortar rubble, Wr Var, Var. Var, - 61 Normal Var, - 10' Klormal —31 Wrmal--r 31 Alarm[ Alin. 6" min. 6" Backs rope - Van Shoulder slope - 44 Normal 6J Normal 2,-W, 5101E DITCH CROSS SECTION h— Var, - 51 Normal var. - 30, normal d " - the minimum depth of the masonry portion of the ditch checks shall be equal to the maximum depth of f low. The normal " d "will be F-V. MASONRY AND SOD DITCH CHECKS MOO-, Spacing (11, 1 -Grade (%I IIFJZR UVOMM961MMMIUS Var, 6'lkrml— Var, - 10, Ahrmal Var. - 301 Normal h The minimum height of ditch to be, sodded shall be equal to the maximum depth of rim plus 611. The normal " h I'will be V-6", SOD DITCH CHECKS P, 07-0, �1.11 Shoulder She - 6.1 Normal Rifli�? Detairsofconstruction, materials and workmanship not shesnn on this drawing shall conform to the pertinent requirements of the Standard Seeciflcallons and the apsiptumble Special Provisions. Alternate designs for ditch checks, of the mater !at or combination of materials shown herean, may be UW upon %Tdoen permission of the Engineer. Sod strips for ditch checks maybe placed elthertransversery or longitudinally to the direction of Yoder flow, SOIL CONDITIONS PERMITS ., kE C- Iti:OF FLOW L ,.am.............�„...�..a....r,..�.��a..r.A..v.n EXISTING GROUND tHl Ifll UV-'----- BATTER STAKES N OPPOSITE DRECTIONS (TYPICAL) FRONT ELEVATION WHEN EXISTING GROUND SLOPES AWAY FROM FILL SLOPE EROSION BALES FOR SHEET FLOW 4 co m W I P1} 4" MOM, WOOD STAKES 02 PER SALE1 NOMINAL. 2" X 2" X 30" WIN, — LENGTH OR EQUIVALENT y0` 18, NOIv J6M3R, 4" NOM ..Tall �` STAKES DRIVEN FLUSH WHEN SOIL CONDITIONS PERMITS GENERAL NOTES DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS. POTENTIAL SCOUR AREA USE EROSION MAT OR OTHER DEVICE WHEN DIRECTED BY THE ENGINEER. FOR SCOUR PROTECTION USE: EROSION MAT FOR CHANNEL. LINING. LAP MAT UNDER UPSTREAM BALES AND SECURE FABWC WITH WOOD STAKES„ AT 3-FOOT NTERVALS. STAGGER JOINTS BETWEEN ROWS OF BALES, TOy BE SIMPLAR TO CHANNEL. PLAN VIEW FLOW DETAIL.. EROSION BALES WHEN ALTERING STAGGER JOINTS WITH A DOUBLE ROW, THE DIRECTION OF FLOW v IT pj tL iiA T✓�CTn�-4'fiP I� IT WL T( V V V re v Qt titIT Ii IT v Y FRONT V ELEVATION EROSION BALES FOR CHANNEL FLOW BOTTOM ELEVATION OF END BALE SHALL Tt --- BE EQUAL TO OR GREATER THAN FOP OF LT LOWEST MIDDLE BALE< V S.D.D. 8 E 8-2 ROADWAY -----_ ._ _._ _ ., _.._ _ _. _ ,, _,_ROADWAY _._ _ _._._ , ___,_. _ .. _ _ - ----- _ __ROADWAY ._._, _ __ _.... _ _... _. _ GENERAL NOTES SHOULDER SHOULDER _ _ _ SHOULDER DETAILS OF CONSTRUCTION NO7' SHOWN ON THIS DRAWING SHALL CONFORM TO _ _. _.... .� _ . ._ _.. J- Lc _ _ k _ _ _ _1_ _ _ _ __ _ - - THE PERTINENT REQUIREMENTS 0 THE STANDARD SPECIFICATIONS AND E > DITCH DIKE APPLICABLE SPECIAL PROVISIONS. r _ wstne ` Iifta �.. ( HORIZONTAL BRACE WITH 2"' X 4- WOODEN FRAME OR EOUIYALENT AT TUP f OF POSTS AS DIRECTED BY THE ENGINEER, { f 4SECTION W ARE ANCHOR BAC FL®TEX ILE A BRIC.Q� TRENCH SHALL. BE A MINIMUM pF 4" WIDE & E'" DEEP TO BURY Ij- FOLD MTHE XC A flT 8ACKSLOPE iNSLOPA._ --_;: _ _-_ 71 LO . _. _N K ENCCF WITH EXCAYATED K OR It PE !i L 11 W000 POST5 SHALL BE A M,kIMfJ6A SIRE OF C/e" X Cfp" aF OAK OR HICKORr, SHOULDER ROADWAY --. —_ -. _. __.__-._ _ __. ROADWAY POST#„- CEOTEX7ItE FABRICDtNO SITUATION z LINE SITUATION I TION PLAN VIEW PLAN VIEW TYPICAL APPLICATIONS OF WOOD POSTSQ LENGTH 4'-0" MIN. 2'-0" MIN. DEPTH IN GROUND GEOTEXT FABRIC C BAt THE EX( NOTE: ADDITIONAL POST DEPTH OR TII MAY BE REQUIRED IN UNSTABLE . u, • • °GST SPACING ALLOWED IF A '.. GEOTEXTILE FABRIC IS USED. GE.OTEXTT.E FABRIC - --' FLOW RIRECTION 2 EXCESS FABRIC TIEBACK BETWEEN POST AND ANCHOR SILT..___ FENCE FLOW DIRECTION — ANCHOR STAKE MIN, 16' LONG � a i � t A f ql v C C a METAL APRON ENDWALLS PIPE 40N. THICK. DIMENSIONS Unches! APPRDX DIA. (inches) SLOPE Btl6Y A B H L Z W fL4.9 STEEL ALLNA. ttE} NAXJ tAit 21 °Lij tt2^7 42 .064 .060 6 6 6 ?_ 2/2to 1 tPc. IS .064 .060 7 8 _ 6 _2fl7Yz 221YA 30 _ 2'/zto I SPc. __... 18 .064 __. - .O6D _u..... B D 6 _ 32B'a`< r-24 35 a'/_ta 1 1 Pc. 2t «064 .060 9 12 __ 6 3295ta _ 42 2'(xtp Y iPc« .._... .... 2A .Q54 ... «Q i5 - t0 __ k3 6 43T'/e 48 2'/?to 4 tPc. 30 .0T9 .075 12 16 8 5 SZ'/i 60 2'/3to t IPc. 3G .079 xnc 1a t4 9 B Swa`a _T2 21/: ? 2 Pc42 .t09 .105 I6 _ 22 6 755(y 84 2'/_zto 12 Pc» 48 .t09 .105 IB 27 _ft _ 92 78 24 BR 90 2'(gto 9 3 Pc. _5_4 .I04 ,I05 18 30 12 84 30 85'/a f02 2r/4icr 13 Pc. 60 .t09x .105X LB 33 12 8P 2 to 1 3 Pc, 66 A .105x 18 36 to 87 720 2 ko 1 3 Pc. 72 .N19x .105x t8 39 12 _ 87 I26_ 2 _ta t 3 Pc. TB .tO4x .IoS 18 42 _ t2 8T ._ ` �.. (32 .._-- 1% 4a 1 3 Pc. ... .104X .I05 .. 18 ..._ 4S .._.. t2 BT 138 t'fato 1 3 Pc. _84 90 464X .105x 18 37 87 t44 d'(zt0 t 3 Pc. 96 .109 J C0 IB ^3S �12 t2 87 x EXCEPT CENTER PANEL SEE GENERAL NOTES REINFORCED CONCRETE APRON ENDWALLS PIPE DIMENSIONS Ptriches) APPROX. T A B C D E G SLOPE 0(.1 G43 p 2 4 24 48 ._72' 7.4 2 3 4q 1 15 2Te 6 2T 46 83 30 2 4 3 to_�t 3fi 2 Z,- 3 to t 21 2y' 9 36 31?%2.._ T3 42 -2 A, 3 to 24 3 9 43 30 . 73" 48 3 3 to_t 27 3re ..t 49 24 T3 54 3i._ 3 4o t_ QZ 73' 60 3' 3 to..t 366 44, 15 63 34 97 e T2 4 3to 1 _ 42 4'a 21 53 35 90 78 4 tjj 46 5 , 24 72 26 48 84 5 3 to 1 54 5'/2 27 55 33' -3598' _ {p0 9Q 51(2 2j5to t 60 6 30-35 60 39 99 e 96 5 2 to t 65 6'/z 24-30 d -Tx 2t-27 _99 102 51fP 2 to d 72 7 Zq..j6 78 21 49 108 6 2 to 1 7B 7'/z 24-36 TB 21 99 -iil'fa 114 6'f2 2 to i 84 8 36 90'fx 21 f20 6'fs Cfzto I 90 8'/2 41. 87'/z 24 1U'/P f32 6'/P FAto t � �o 4.4. F t REI'v ORCED L 11 r-- EDGE (SEE I f I SECTION A -A) A f tL E( I\ PLAN VIEW END CORNER PLATES MAY BE FASTENED TO APRON PROPER BY BOLTS. RIVETS, OR RESISTANCE SPOT WELDS WHICH WILL HOLD THE SURFACES TIGHTLY 4 CIA, TOGETHER END CORNER 4 PLATE _ i "I __ _.__... _ I" H DOU HOLES FOR -- 2--____.�___- DE PLATE (SAME THICKNESS BOLTS OR RIVETS — AND METAL AS APRONISHALL 12' C-C MAX. SPACING -'---W * 22'---' BE FURNISHED WHEN CALLED END VIEW. FOR ON THE PLANS *M:NCMUM * °MIAX:MLPM C .._ OPTIONAL DESIGN t 1 � t ¢ �I 1 D_...�.._...__- R.�.1 T � PLAN SHOULDER SLOPE _ Imo._.._ _.._. CULVERT � 1T' \ , SCOPE 60 MEASURED LFNGTH OF CULVERT (TO ---^� DIA. NEAREST FOOTI FLOW i{6....._1_ P � G 6 P T-^ END VIEW GROOVED END ON OUTLET END SECTION %TONGUE END ON INLET END SECTION SLOPE I END SECTION BAR OR STEEL FABRIC REINFORCEMENT C AIDE, 12 GA. ULM' TH!CKI GALVANIZED STRAP WITH STANDARD 6" X Yz- BAND BOLT AND NOT a THREADED T/a® DHA. ROD p((�� RIPE AROUND CULVERT 8 THROUGH t CONNECTOR TANK TYPE CONNECTOR LUG LUG OR ALTERNATE CONNECTOR STRAP (SEE DETAILI -- MEASURED LENGTH , OF CULVERT .."`'._ _z! T__�_ - TYPE I FOR 12' TWO 24' CORN. PIPE THREADED Tfa" CIA. ROD OVER TOP OF APRON, SIDE.-- - ---r- .. ROD HOLDER LUGS TO BE RIVETED TO APRON 1,EASUREO LENGTH OF CULVERT '-- TYPE 2 FOR 30' TI1,U S6" CGRN2« PIPE MEASURED LENGTR ,___. COUPLING BAND OF CULVERT REQUIRED CONNECTOR -i-- SECTION CONNECTOR SECTION RIVETED OR TO BE PAID FOR AS BOLTED PART OF END SECTION DIMPLED OR CORRUGATED 2 - Ifi X 6" COWLING BAND , gAPD BOLTS RIVETED OR BOLTED AT MEASURED DIMPLES 06' C-C FOR --"_ - LENGTH CORRUGATED BAND) OF CULVERT TYPE 5 ALTERNATE FOR: ALL SIZES CORRUGATED CIRCULAR PPE NOTE: DIMPLED BAND FITS OVER OUTSIDE OF ENDWALL, AND CORRUGATED BAND FITS INSIDE . ENDWALL, DIMPLED BAND MAY BE. USED WITH HELICALLY CORRUGATED PIPE. FOR CIRCUMFERENTIALLY CORRUGATED PPE', USE ENDWALL CONNECTION DETAILS 42.3 OR 5 AS APPLICABLE. FOR HELICALLY CORRUGATED PPE USE EWWALL CONNECTION DETAILS L 2 OR 5. FOR HELICALLY CORRUGATED PIPES WITH TWO CIRCUMFERENTIAL CORRUGATIONS AT EACH END USE ENDWALL CONNECTION DETAILS 1. 2 OR 3. CONNECTION DETAILS �r� O.I04" THICK GALV. STEEL. OR 0,109' THICK ALUMINUM APRON DIA. RIVETS SPACED SIDEWALL W 6" C-C r As " - ... C O.D. IT 0.0T9" THICK GALV. SHEET STEEL OR 0.075" THICK ALUM. t ,^— TUBING SLIPPED OVER SHEET `e.. AND RIVETS PRIOR TO FABRI- CATION OF THE END SECTION PIA. X 'fa" GALV. STEEL OR ALUM, BUTTONHEAD RIVETS SPACED AT 6' C-C, OVER- ® f! LENGTH OF RIVET = 0.78" OUTSIDE OF APRON _ SIDEWALL SHEET EDGE OF SDEWALL SHEET MINIMUM r(a• DIA, GALV. STEEL ROD -ROLLED SNUGLY AGAINST OR NO.4 GALV. REINFORCING BAR STEEL.. ROD LT +'I,' (APPROX.} SECTION A -A DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT RF.OUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS. CONCRETE CULVERT ENDWALLS MAY NOT BE USED WITH GALVANIZED STEEL OR ALUMINUM CULVERT PIPE OR VISE VERSA. GALVANIZED STEEL OR ALUM", ENDWALLS SHALL NORMALLY BE INSTALLED ON CULVERT PPE OF THE SAME METAL. ALL. THREE PIECE STEEL APRON ENDWALLS FOR 60- DIAMETER PPE AND LARGER SHALL HAVE CL109' SIDES AND 0.138- CENTER PANELS. ALL THREE PIECE ALUMINUM APRON ENDWALLS FOR 60- DIAMETER PPE AND LARGER SHALL HAVE OAO5' SIDES AND 0.134" CENTER PANELS. THE WIDTH OF CENTER PANELS SHALL BE GREATER THAN 20 PERCENT OF THE PIPE PERIMETER. LAP SEAMS SMALL. BE TIGHTLY JOINED BY GALVANIZED RIVETS OR BOLTS FOR STEEL UNITS AND ALUPAILU RIVETS AND BOLTS FOR ALUMINUM UNTS. FOR THE 60' THROUGH 96' DIAMETER APRON ENDWALL SIZES, THE REINFORCED EDGES AND CENTER PANEL SEAMS SHALL BE FURTHER REINFORCED WITH GALVANIZED STEEL. OR ALUMINUM STIFFENER ANGLES. THE ANGLES SMALL BE ATTACHED BY GALVANIZED NUTS AND BDLTS FOR STEEL UNITS AND ALUMINUM NUTS AND BOLTS FOR ALUWNUU Ut4TS, WHERE TWO OR MORE PIPES WITH APRON ENOWALLS ARE LAID ADJACENT TO EACH OTHER, THEY SHALL BE SEPARATED BY A DISTANCE SUFFICIENT TO PROVIDE A MftWLM CLEARANCE OF 6 NCHES BETWEEN APRON ENDWALLS. CD FOR PIPE SIZES UP TO 60" DIAMETER, A 180° ROLLED EDGE MAY BE USED INSTEAD OF STEEL ROD RUNFCRCE'MENT. SEE SECTION A -A. I ----"' " PIPE ARCH ELLIPTICAL PIPE GROOVED END ON OUTLET END SECTION PIPE ARCH OR Tr-"I TONGUE END ON INLET END SECTION EL.L.IPTICAL. PIPE '� � \F. T SLOPE 7 MEASURED LENGTft T OF PIPE ARCH OR END SECTION ELLIPTICAL PIPE �.BAR OR STEEL FABRIC TO NEAREST F'O0T7 --" REINFORCEMENT --' I_ LONGITUDINAL SECTION � I DPA' --�I I -B�v 7, ) ` REINFORCED L ( t ,----. EDGE (SEE q t SECTION A -A) F t 4 7 �A r t Pr ° PLAN VIEW END CORNER PLATES MAY BE FASTENED TO APRON PROPER BY T' BOLTS. RIVET$. OR RESISTANCE �.�...,� SPOT WELDS WHICH WILL. H04R THE SURFACES TIGHTLY TOGETHER END CORNER PLATE ___� 4 CV"DIA. HOLES FOR 8 �.E BOLTS OR RIVETS -- 12' C-C MAX. __ W • 10_(RISE 23 THRU 291 SPACNG ---" - W 20' (RISE 33" THEN 75') END VIEW SHOULDER .. `-SLOPE L SLOPE RME I TOE PLATE (SAME THICKNESS AND METAL AS APRON)SHALL BE FURNISHED WHEN CALLED FOR ON THE PLANS FLOW LINE C.._ _ .__ . B --------- T- T PLAN VIEW 2- 2/3' X V2" CORRUGATIONS EOUIV. ranches! MIN. THICK. (inches) DIMENSIONS (Inches) DIA, A B H L L I L 2 W BODY (Inches) fir) (MAX.) Ut1') tIV,-) � US) SLOPE SLOPE SPAN RISE STEEL ALUM. 15 Ft' )3 .064 .060 7 9 6 19 14 16 30 2'/2to t IPc, t8 21 15 .064 .060 7 10 6 23 14 19% 36 2'/zta i t Pc. 2i 24 18 .064 .060 B 12 628 SB 42 2°P/zto 1 (Po. 24 28 26 064 .060 9 tz 6 32 T SB 2--Ty 48 2%zto t E Pc. 30 35 24 0 079 .75 ➢0 t6 6 J4 S%/ 8 3T g 60 ._ 2'/zto t .. IPc_ -__ 36 _.._..._ 42 29 -.- .079 „075 12 -'_- Id _.. 8 .— 46 _.,. _.._ 24 45s/g 75 2'iiA 1 I Pc, 42 49 33 I09 I05 I3 21 9 53 _ 24 54}'4 85 2°fzto 9 2 Pc. 4@ _. 57 - 38 109 I8 __ Ito _..__ a. 64 43 t04 .tOS ffi _ 30-„_Q79 __-- _..__ 24 72±"4 __ _�. 2'/4 to 13-Pc. __ GO it 47 (O9 AURA _ 18 33 92 7T 30 821/a _t02 . 114 21/410 1 3 Pc„ L54 65 TT 52 JO9* .105* t9 36 92 T7 - U6 2 to ) -3-Pc, 72 @3 57 .t04* .IDS 18 39 t2 TT - t38 2 to t 3 Pc. 3' X V CORRUGATIONS EOU!Y. (Inches) MIN. TLFCK. DIMENSIONS (Inches) DIA. HnChas) A B H L L) E2 W ,BODY SLOPE SLOPE SPAN RISE STEELALUM. (Inches) ItY) IMAXa (t)") tl'/y") 0T txn 48 53 41 .109 AGO IS 26 12 63 24 722'a 90 2'/Zto 1 2 Pc. S4 60 46 .909 ,t05 SB 30 12 70 30 82'/a 102 2 to I 2 Pc, 60 6S St .tO9* .tOS* t8 33 ]? 77 - _ 114 1'/zta 1 3 Pc. _-_ 56 ____- T} __ SS .169* - _ .tOS* l8 36 ........ t2 -TT-- .._._.... - _.'m - __. Y26 __ _.. _..__ i'(zto 1 3 Pc. 72 81 54 :69* .105* IS 39 12 77 -- fl3B 2 to -3-PC 78 B7 63 109* .)O5* 22 38 E2 TT - -- )40 - 1 3 Pc. 84 95 67 .109* .t05* 22 34 12 77 - 162 f/zto 1'/zta 1 3 Pc. 90 103 7t .109* .105* 22 g38- -�12---7T- -- 174 1'/2 i 3 Pc. 96 tit TS .109* .105* 24 40 t2 TT 174 lTTxo [ 3 Pc. NOTE: ALL SPLICES TO BE LAP RIVETED OR H01 TED. 0.109" THICK GALV. STEEL OR 0.109" THICK ALUMINUM APRON _ %' DIA. RIVETS SPACED SIDEWALL— AT 6'C-C SHEET A i' O.D. X O.OT9" THICK GALV. STEEL OR 0.075" THICK ALUM. J -- TUBING SLIPPED OVER SHEET \ AND RIVETS PRIOR TO FABRI- CATION Of THE END SECTION \ T%' DtA. X ''/z'"- CALV. STEEL ..a_ OR ALUM. BUTTQNHEAD RIVETS �...Yy-� SPACED AT 6" C-C, OVER - L2 (D-. G.. -.%. EU LENGTH OF RIVET - 0.78' __. R. OUTSIDE OF APRON - SIDEWALL SHEET' EDGE OF SIDEWALL SHEET MINIMUM Ys®DIA, GALV. ROLLED SNUGLY AGAINST STEEL ROD - - -- STEEL ROD OR IOU GALV. REINFORCING BAR j1. Li (3q- Li (Dq- W.'/6. PAPPROX.) ,a__ fir A 1. *EXCEPT CENTER PANEL SEE GENERAL NOTES THREADED '(,' D(A. ROD OVER TOP OF APRON. SIDE._` LUGS TO BE RIVETED TO\_--_i—._r�.:.: ROD "OLDER APRON-''-'-- MEASURES LENGTH /'' OF PIPE ARCH -"--"" TYPE 2 FOR 17' X 13' THOU 12' X 75" PIPE ARCH MEASURED LENGTH - COUPLING BANG OF PIPE ARCH --``ti. i�^.._.._ Y SECURED CONNECTOR SECTION CONNECTOR SECTION g RIVETED OR TO BE PAID FOR AS f4 ....-BOLTED PART OF END SECTION TYPE 3 FOR 64" X 43" THOU 112' X 75" PIPE ARCH DIMPLED OR CORRUGATED--.., '"'-'-T— 2 '/z" X V. COUPLING BANG ""`-.. > < H BAND BOLTS RIVETED OR BOLTED AT DIMPLES IS' C-C FOR --'"\, -_ MEASURED LENGTH CORRUGATED BANDI --" OF PIPE ARCH _ ....__.. TYPE 5 ALTERNATE FOR: ALL SIZES CORRUGATED PIPE ARCHES NOTE: DIMPLED BAND FITS OVER OUTSIDE OF ENDWALL, AND CORRUGATED BAND FITS INSIDE ENDWALL. CONNECTION DETAILS REINFORCED CONCRETE PIPE ARCH EOUIY. DIMENSIONS (inches) w_.. . _ ...0 _B APPROX. DIA. AT. finches) SPAN RISE�_T C E SLOPE 24 29 183 8'/2 39 33 72 46 3 to 1 30 36 3'/z_ 9"/a 50 45 96 50 3_to 8_ 36� - 44.. _22 LL 27 4 C/e 60� _.35 96 72 3 to t 42 56 _. 31 f4'/, LS% EO 36 96 7A 3 4q ) +'B 58 36 5 21 60 36 96 84 3 to ! 54 65 40 5'fz 25'fa- 60 36 96 9O 3 to 0. 60 73 45 6 31 36 96 96 3 to ) 72 ._B& 54­ d 3E -60 60 39 ......94 t20 2 to 1 64 I62 62 8 289 83 19 102 144 2 to 1 REINFORCED CONCRETE ELLIPTICAL PIPE EO(pry-----DIMENSIONS (Inches)�APPROX(Inches)�APPROX DIA. SPAN RISE T A B C D E SLOPE (inches! 8/z 39 33 3 to I. 31n 9fa -54 18 4'/z 11%4 60 24 2'fzto t A433°/4 __ S ISj°4 60 36 T89-6 2fzto 1 5/z 27 60 3fi 2'/xto 1 6 25'fz 60 36 _ 5°/z 30 60 36 2'fato ) **NOMNAL SIZE L a ii� wr • ! , 4 DETAILS OF CONSTRUCTION. MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS, CONCRETE APRON ENDWALLS MAY NOT BE USED WITH GALVANIZED STEEL OR ALUMINUM CULVERT PIPE OR VISE VERSA. GALVANIZED STEEL OR ALUMINUM APRON ENDWALLS SHALL NORMALLY BE INSTALLED ON CULVERT PIPE OF THE SAME METAL, ALL THREE PIECE STEEL APRON ENDWALLS FOR 66' X 52' PIPE ARCH AND LARGER SHALL HAVE SLIDE' SIDES AND DA38" CENTER PANELS. ALL. THREE PIECE ALUMINUM APRON ENDWALLS FOR 66' X Eir PIPE ARCH AND LARGER SHALL HAVE OJOS' SIDES AND OA34" CENTER PANELS, THE WIDTH OF CENTER PANELS SHALL. BE GREATER THAN 20 PERCENT OF THE PIPE ARCH PERIMETER. LAP SEAMS SHALL BE TIGHTLY JOINED BY GALVANIZED RIVETS OR BOLTS FOR STEEL UNITS AND ALUMINUM RIVETS AND BOLTS FOR ALUMINUM UNITS. FOR THE 77' X 52' THROUGH t12" X 75' APRON ENDWALL. SIZES, THE. REINFORCED EDGES AND CENTER PANEL SEAMS SHALL. BE FURTHER REINFORCED WITH GALVANIZED STEEL OR ALUMINUM STIFFENER ANGLES. THE ANGLES SHALL BE ATTACHED BY GALVANIZED NUTS AND BOLTS FOR STEEL UNITS AND ALUMINUM NUTS AND BOLTS FOR ALUMINUM UNITS, WHERE TWO OR MORE PIPES WITH APRON ENDWALLS ARE LAID ADJACENT TO EACH OTHER, THEY SHALL BE SEPARATED BY A DISTANCE SUFFICIENT TO PROVIDE A MINIMUM CLEARANCE OF 6 INCHES BETWEEN APRON ENDWALLS. (j FOR PIPE ARCH SIZES UP TO T3" X 55' A WO- ROLLED EDGE MAY BE USED INSTEAD OF STEEL ROD REINFORCEMENT. SEE SECTION A -A. t i Cattle Y01imy Welded Steel Wire Concrete Grade $ cast In place 61" mesh or \\ rFebric, equEml ent a CROSS SECTI#N CORRUGATED METAL PIPEp m Variable I AS WaldeJ Steal Wore Fabric a Ga. -6" Mesh or �uimtent-'� ENDWALL AND CATTLE PASS STEPS as ConcrettMasmri, _w p by the cubic YaM 8 both Endmils and APms. When Elmxnsion is 21-6" er greater 9 Bar ReinIo cing un-ted I?' C.-C, lz:h Clays shall be lnc!uded In this area. See-x-sx'knx j'°<a. ,4 ears spca9 l?, C.0 cash noyz Elmuon-See I _,ek tr` "+^: 1�.9 axrararxwr. --1�—{i Welded Sleet _ r } - Wire Fabric o &Ga, -6"Mash Welded Steel .. s oreQuivalent SECTION A -A Wire Fabric a Ga. -&' Mes or equivalent SECTION C-C GENERAL NOTES Details M construction, miss and workmanship not shown on this drawing shall conform to the pertinent requirements ot the Standard Speciric.atlons and the applicable Special Provisions, All steel reinforcement In En lgsand Cattle Pass Steps shall be embedded 2 Inches clear unless otherwise rotai All Seel reinforcement or Patric used as shown above shall be Incidental to the bid item of which it is an Irdagral part.. Eye -rot lor fence connedions shall be provided by the contractor as an Incidental to the bid item d CONCRETE MASSY, ENDWAUS and shall begalvariM ConaQe used forthe Cattle Mtkemaylafthin the pipe shall be Inchserdal END VIEW to the bid Itm of PIPE CATTLE PASS. REINFORCED CONCRETE PIPE CATTLE PASS +, a OEM110 'insarce9 Concrete Corrugated Metal akert Pipe eldm Stet! ire Fabric Ga, fi' Mesh 'equivalent Kim p 0 X 0 P t I Optional__ Const, Joinkt+ Variable bath ways PLAN VIEW ENDWALL FOR CATTLE PASS rods P-4. :a Slope A°" 11 Eye - rap SlopeVarkable Welded Steel i--6" Wire Fabric a Ga. •&' Mesh or equivalent SECTION B -B 30"t 24" m 1" TIE ROD HEX NUT - EYE 60L% ''. CUP WASHER 2" WIN. THREADED _L— (D (13) r DfA. �--- U. 2'•--"' HOLE A I i (70NGUE & GROOVE PIPE) Q a) r DIA. I,.--t2" ' 12"� HOLE i 0 ROTATE 90°FOR NORMAL POSITION -� WELDED EYE BOLT OR tPPROVED EQUAL. OPTIONAL GAP �y INSERT, CAST -IN -PLACE " DUR'.NG FABRICATION FOR - I' DIA, EYE BOLT 4 .P` d p 0 B 4 (CAST -IN -PLACE THREADED INSERT) LONGITUDINAL SECTIONS PIPE SIZE LENGTH TONGUE & GROOVE PIPE MODIFIED BELL FIFE. 4 %z' 6 ''/4" B" S '/i 7." F T B. 2T"r (MODIFIED BELL PIPET LONGITUDINAL SECTION 4" MIN. THREAD, "OPA.THREADED I"j'," M!N' MIAL 'ixa" EYE BOLT OPTNUT NOTE: CUT WASHER TWO EYE BOLTS MAY BE USED WITH GAP A 30' LONG THREADED ROD IN LIEU HEX NUT — OF THE 90" BENT TIE ROD. EYE BOLT EYE BOLT AND TIE ROD (JOINT TIES FOR 19" TO 66" DIA, CONCRETE PIPE) EYE BOLT AND TIE ROD ASSEMBLY (ALTERNATE NO® 2) GENERAL NOTES CONCRETE CULVERT PIPE SHALL BE TIED TOGETHER IN THE MANNER ILLUSTRATED BY THIS DETAIL AT LOCATIONS DESIGNATED ON THE PLAN, THE CONTRACTOR MAY USE EITHER ALTERNATE L 2 OR 3 FOR DRAINAGE STRUCTURES. ONLY ALTERNATE SAND 3 MAY BE USED FOR CATTLE PASSES. UNLESS OTHER- .._.jL WISE STATED IN THE CONTRACT THE MATERIALS. FABRICATION AND WORK NECESSARY TO TIE CULVERT PIPE AS INDICTED ON THE PLANS AND BY THIS DETAIL WILL BE CONSIDERED INCIDENTAL TO CILVERT PIPE. REINFORCED CONCRETE CULVERT PIPE, OR REINFORCED CONCRETE PIPE CATTLE PASS. DEETAILED DRAWINGS FOR PROPOSED ALTERNATE DESIGNS FOR JOINT TIES SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL, CtOF TONGUE AND GROOVE OR BELL AND SPIGOT JOINTS. %% T'HE !NSOE OF THE THREADED INSERTS SHALL BE CLEAN TO ALLOW THE INSERTION OF THREADED EYE ]V1% BOLTS. (Q HOLES SHALL BE CAST -IN -PLACE. OR DRILLED 12" FROM CE OF TONGUE AND GROOVE. d BOLT PROJECTION INSIDE OF PIPE SHALL NOT EXCEED r, (5� ROD DIAMETER + I INCH. Q LENGTH ADEQUATE TO EXTEND TO WITHIN '/z INCH OF THE INNER SURFACE OF THE PIPE, PIPE TIE ROD 0 DIAMETER DIAMETER L1 N 12-60 1/8 x/e 6 I/z 66-84 Y, Y4 5 '/z 90-1OB t i T 1 yh D!MENSONS SHOWN ARE IN INCHES L1 f 1»-- f jD P TAPERED LI Dt PLAIN RIGHT AND LEFT THREADS SLEEVE NUTS m PLACEMENTOF UD CAST -IN -PLACE INSERTS OR HOLES DURING FABRICATION FOR PIPE SECTIONS REOUIRING TIE RODS TRANSVERSE SECTION 10 yr," 2 'fz" MIN. THREADED r- FILL WITH MORTAR 7 ® t SLEEVE NUBS B 4 6 (SEE DETA'k51� ) P f i L 6IN kR m 7T11EADED 4 q ff) 4 " LONGITUDINAL (JOINTCONCRETE ADJUSTABLE ROD (ALTERNATE NO. 3) rCi 7rfAi�lin BOLTS TO HOLD THE SURFACES TIGHTLY TOGETHER TOP OF SLOPED 4. '-END SECTION Top OF SLOPED END SECTION REINFORCED EDGE FULL HOLES 0 12" LENGTH OF SECTION --- T S. MAXJ_ (SEE SECTION A -A) c IT HOLES Q 12" C 'TR TRS. (MAX.) OVERALL WTDTN\ OVERALL WIDTH FRONT VIEW FRONT VIEW TOE PLATE EXTENSION WHEN REQUIRED MEASURED LENGTH -- OF CULVERT THREADED Y,' OIA. ROD OVER TOP OF APRON, SIDE LOGS TO BE ROOTED TO APRON ROD HOLDER D TYPE 2 — CONNECTOR SAFETY 481, MAX SPACING 1 TRANSVERSE --A SAFETY BARS (TYP.) C. SIDE VIEW lAB" SIZE ILLUSTRUITEM OR SLEEVE 31 GALVANIZED PIPE: FLATTEN AT LOCATS WHERE TRANSVERSE BARS 'KILL iONBE ATTACHED 4s' MAX LONGITUDINAL SAFETY BAR -7 DIA� 7 4 HOLES 3- GALVANIZED PIPE. FLATTEN END, THEN BEND OUTSIDE 4' TO MATCH ENT SECTION SIDES. TRANSVERSE SAFETY BAR VOTE: STEEL END SECTION SHALL BE FIRMLY WEDGED INTO PIPE END BEFORE SACKFILLING TAPERED SLEEVE TO BE 12 GAGE SMOOTH GALVANIZED STEEL, SEE SECTION S-S DETAIL FOR END SECTION, ATTACHMENT. TYPE 2 CONNECTOR DETAIL STEEL ADAPTER SLEEVE FOR CONCRETE PIPE MNIMUM Y," DIA. fALV.STEEL ROD OR NO. 4 CALV. REN- FORCING BAR EDGE OF SIDEWALL SHEET ROLLED TO THE OUTSIDE SNUGLY AGAINST STEEL ROD `/s- LAPPROX.Y Wyk' MISROJIM14 DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWNG SHALL CONFORM 70 THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND APPLICABLE SPECIAL PROVISIONS, SAFETY GRATES SHALL BE FABRICATED FROM 3-INCH DIAMETER GALVANIZED PIPE MEETING THE REOU REMENTS OF ASTM A-53, GRACE 8, SCHEDULE 40 OR APPROVED EQUAL, THE LONGITUDINAL BAR SHALL BE WELDED TO THE TRANSVERSE BARS WHERE THE BARS CROSS, THE NUMBER OF TRANSVERSE BARS REQUIRED WILL VARY DEPENDING ON THE LENGTH OF THE END SECTION. SLOPED STEEL ENOWALLS LOCATED AT THE ENDS OF CONCRETE CULVERT PIPE SHALL BE FURNISHED WITH STEEL ADAPTER SLEEVES. SLOPED STEEL ENDWALLS FOR PIPE ARCH CROSS DRAINS EOUBI. INCHES WIN. THICK. DIMENSIONS as) L DIMENSIONS DUL SPAN A RISE N. GAGE I k H W OPERA SLOPE LENGTH INCHES CNI) TRILL WIDTH _�_Gjt422 9 .90711 12 _12 9 41 1�� '1 16 —9 _42 4_ 9 3 _1 _109 F 9 12 I 2 9 2_ 1— 2 48 09 12 6 16 _15- 12 12 U12 63 95 411 112 54 4 4 3 — .109 10 9 2 6 7 10 _AQ. 6 7i 4 7 — 109 9 _ 1 2 12 r 6 16 12 12 T 7 T 7T log To- CORRUGATION SIZED TO FIT PIPE OR SLEEVE SLEEVE — PIPE SECTION B—B TEE BOTTOM OF 'A" HOLE PVC CONDUIT METALLIC CONOUfF--� — FOR DRAINAGE CONDUIT TRENCH ARROW MARK SHALL BE MSCftIBED IN PAVEMENT SURFACE '/s" TQ ?�" DEEP AT EACH LOCATION WHERE CONDUITS ARE PLACED UNDER _h THE PAVEMENT !-ti CONDUIT 4��' "� T' QYA. X 6" 9PPLE ! ` 1 EDGE OF _..� 1 PAVEMENT I OR BACK OF CURB H, 16 IiI 1 S b a I *DEPTH OF CONDUIT AND LENGTH OF PULL BOX VARIES WITH HEIGHT OF CURB USED. ALSO SEE PULL BOX SA.D.4B4 BOTTOM OF -- CONDUIT TRENCH I NO.2 COARSE }�-�"'-T} ) t-.— NO.2 COARSE"--"' p C,;"-\ l AGGREGATE FILL �- � i AGGREanrE FILE � � „ ��.�. J r-0' DIA.OR SQUARE—+ -� P-O^ DIA.OR SQUARE --- NOTE: INSTALL AT LOCATIONS WHERE METALLIC CONDUITS NOTE: INSTALL AT LOCATIONS WHERE PVC CONDUITS CANNOT BE PITCHED TO DRAIN INTO A PULL BOX, CANNOT BE PITCHED TO DRAIN INTO A PULL BOX. DRAIN SUMP FOR METALLIC CONDUIT DRAIN! SUMP FOR PVC CONDUIT ARROW MARK INSCRIBED IN PAVEMENT SURFACE OVER CL, OF CONDUIT (BOTH ENDS) NORMAL PAVEMENT THICKNESS BASE COURSE ''/A"/FT. EITHER DIRECTION CONDUIT, PITCH TO DRAIN SIDE ELEVATION DETAIL FOR CONDUIT UNDER PAVED HIGHWAYS PAVEMENT_ OR BACK OF CURB DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON TINS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE CONTRACT« METALLIC (STANDARD SPECIFICATION 652.2,2 OR NONMETALLIC 1STANDARD SPECIFICATION 652.2.3) CONDUIT SHALL BE FURNISHED AND PLACED AS SHOWN. DEPTH OF CONDUIT INSTALLED BELOW THE TRAVELED WAY SHALL BE 24 INCHES MINIMUM AND 36 INCHES MAXIMUM. DEPTH OF CONDUIT INSTALLED THAT IS NOT BELOW THE TRAVELED WAY SHALL BE. IS INCHES M!N:MUM AND 36 INCHES MAXIMUM. ANY EXCEPTION TO THE. MAXIMUM DEPTH SHALL BE ONLY WITH THE WRITTEN APPROVAL OF THE ENGINEER. THE TRENCH SHALL NOT BE BACKFILLED PRIOR TO INSPECTION OF THE CONDUIT. ALL METALLIC CONDUIT RACEWAY ENDS SHALL BE REAMED AND THREADED. ALL METALLIC CONDUIT IN WHICH WIRE OR CABLE IS TO BE INSTALLED SHALL BE BUSHED WITH APPROVED THREADED BUSHINGS BEFORE INSTALLATION OF THE WIRE OR CABLE. ALL. METALLIC CONDUITS IN WHICH WIRE OR CABLE IS NOT TO BE INSTALLED SHALL BE CAPPED WITH THREADED PROTECTIVE CAPS, AS APPROVED BY THE ENGINEER. ALL NONMETALLIC CONDUIT SHALL BE CAPPED OR PLUGGED IMMEDIATELY AFTER INSTALLATION AND SHALL REMAIN CAPPED OR PLUGGED UNTIL WIRE/CABLES ARE INSTALLED. NONMETALLIC CONDUITS IN WHICH WIRE OR CABLE IS NOT BEING INSTALLED SHALL REMAIN CAPPED OR PLUGGED. BENDING OF PVC ELECTRICAL CONDUITSHALL BE ACCOMPLISHED BY USING A BLANKET OR EMERSION TYPE TANK DESIGNED FOR THE PURPOSE OF BENDING PVC ELECTRICAL CONDUIT. ALL CUT' ENDS SHALL BE TRIMMED INSIDE AND OUTSIDE TO REMOVE ALL ROUGH EDGES ON NONMETALLIC CONDUIT. (SEE NEC 347.5) WHEN REOURED TO CONNECT NONMETALLIC CONDUIT TO METALLIC CONDUIT. ONLY U.-.LISTED ADAPTER FITTINGS SHALL BE USED. PRIOR TO CONDUIT ACCEPTANCE. CONDUIT CAPS OR PLUGS SHALL BE REMOVED, AND THE CAPS, PLUGS AND CONDUIT ENDS SHALL. BE THOROUGHLY CLEANED AND THEN THE CAPS OR PLUGS REIN- STALLED TO ENSURE THAT THE CAPS OR PLUGS CAN BE EASILY REMOVED IN THE FUTURE. ALL. CONDUIT BEING FURNSHED AND INSTALLED SHALL HAVE THE Ul. LABEL. FIRMLY ATTACHED. CONDUIT RUNS SHALL BE THE SAME SIZE OF CONDUIT FROM ONE END TO THE OTHER (FROM PULL BOX TO PULL BOX -OR -.FUNCTION BOX TO JUNCTION BOX -OR -BASE TO BASE. ETCJ. POLY ROPE OR A PULL WIRE SHALL BE INSTALLED AS STATED IN THE STANDARD SPECIFICAT'10% ITEM 552.3.LE ALL. CONDUIT RUNS SHALL BE STRAIGHT (WITHOUT BENDS) FROM PULL. BOX TO PULL BOX, PULL. BOX TO BASE AND BASE TO BASE AS SHOWN ON THE PLANS UNLESS OTHERWISE APPROVED BY THE PROJECT ENGINEER. DIMENSION TYPE OF PIPE CORRUGATED STEEL POLYETHYLENE IN INCHES SDR 32.5 PIPE DIAMETER A 12 12 2 is IS IS 24 24 24 12 VIOGDE1 PIPE LENGTH IS 24 30 36 24 30 36 36 42 48 24 WALL THICKNESS C MIER 0.064 11,064 0.064 0.064 0.064 0.064 0.064 0XI64 0.4 COVER 0 10 '/, 10 '/, 10 Z/, 16 V4 16 '/, 16 04 22 '/, 22 SG 22 'Al 10 g/4 FRAME E. 14 11z 14 "lz 14 1/2 20 ITT 20 �/2 20 1/z 26 112 26 1/z 26 11z 14 r NAME F 8 8 a 1/, 14 I 114 A 14 20 20 20 Vz 8 V, FRAME G I/Y 11 V�V "T V�l �'T V, 7 I V, 23 23 23 111/, ---I& WEIGHT CPOUNDS FRAME AND COVER 60 60 60 110 110 no IRE DiS ISE 60 THE ACTUAL WEIGHT OF THE MANHOLE FRAME AND COVER MAY VARY WITHIN 5 PERCENT PLUS OR MINUS OF THE WEIGHTS SHOWN, 6' MAX. EXTENSION 'z OF ORIGINAL COATED PIPE OIEVOLTS, NUTS & LOCKWASHERS REQUIRED Ht * �f�11 ��;, HEAVY DUTY FRAME AND COVER NORMALLY USED LENGTHS. THE PROJECT ENGINEER SHALL DETERMINE IF PIPE LENGTHS, OTHER THAN THOSE SPECIFIED, SHALL BE USED, TO A MAXIMUM BE 48" fCONTtNUOU' LENGTH, NOR -SPLICED). THE ADDITIONAL LENGTH SHALL BE TO THE PULL BOX BID PRICE. HALF SECTION CORRUGATED STEEL PIPE GENERAL NOTES DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS WHEN A PULL BOX IS P45TALLED IN CRUSHED DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE CONTRACT, AGGREGATE SHOULDERS, PLACE IT 2-3 INCHES BELOW GRADE AND COVER IT WITH ALL FRAMES AND COVERS SHALL BE HEAVY DUTY TYPE. SUITABLE FOR VEHICULAR 2-3 INCHES OF CRUSHED AGGREGATE TRAFFIC LOADS. POLYETHYLENE PULL BOXES SHALL NOT BE INSTALLED IN CONCRETE OR ASPHALTIC PAVEMENT, PULL BOXES LOCATED IN THE ROADWAY SHALL HAVE LOOKING COVERS. ENTRANCE HOLES INTO PULL BOXES SHALL BE CUT WITH A CIRCULAR HOLE SAW OR HYDRAULIC CONDUIT PUNCH. HOLE SIZE SHALL BE THE OUTSIDE DIAMETER OF THE CONDUIT THAT IS TO FIT IN THE OPENING PLUS NO MORE THAN °/4-. THE CONTRACTOR SHALL NOT INSTALL WIRE IN ANY PULL BOX UNTIL ITS INSTALLATION HAS BEEN INSPECTED AMR ACCEPTED BY THE ENGINEER, GROUNDING LUGS (MECHANICAL CONNECTORS) SHALL BE U.L. LISTED AND APPROVED FOR USE WITH COPPER WIRE. THE MECHANICAL CONNECTION INSIDE AND OUTSIDER TO THE PULL BOX, SHALL BE TOTALLY AND PERMANENTLY SEALED WITH A SILICONE OR RUBBERIZED CAULKING COMPOUND AS APPROVED BY THE ENGINEER, GROUNDING LUGS ARE NOT REQUIRED N PULL BOXES WHEN VOLTAGES OF LESS THAN 50 VOLTS AC ARE THE ONLY VOLTAGES ENCOUNTERED IN THE, BOXES, DRAIN DUCT SHALL BE MEASURES AND PAM FOR SEPARATELY, RODENT WIRE SCREEN SHALL BE STAINLESS STEEL MESH AND BE INSTALLED WITH A STAINLESS STEEL HOSE CLAMP OF SUFFICIENT SIZE. ALL METALLIC CONDUIT IN WHICH WIRE AND/OR CABLE IS TO BE INSTALLED, SHALL BE BUSHED BEFORE INSTALLATION OF THE WIRE AND/OR CABLE, S.D.D. 9B2, "CONDUIT", APPLIES TO THIS DRAWING. WHEN PULL BOXES ARE INSTALLED FOR FUTURE USE, DO NOT INSTALL THE EOUIPMENT GROUNDING LUG, THE EQUIPMENT GROUNDING LUG. THE EQUIPMENT GROUNDING ELECTRODE AND THE EQUIPMENT GROUNDING CONDUCTOR SHALL BE REQUIRES AND INSTALLED UNDER A FUTURE WPM CONTRACT. IF PULL BOX EQUIPMENT GROUNDING 15 REQUIRED USING AN EQUIPMENT GROUNDING ELECTRODE IN EACH PULL BOX, THE EQUIPMENT GROUNDING ELECTRODE SHALL BE 5/a' X TO-0% COPPERCLAD AND BE EXOTHERMICALLY WELDED TO A -4 AWG, COPPER, STRANDED WIRE (BARE OR GREEN MULATEDI. THE -4 AWG WIRE SHALL BE 4 FEET IN LENGTH, NEATLY COILED. TAPED AND AVAILABLE FOR USE WHEN REOUIRED. 4 FOOT COL. -4 AWG EQUIPMENT GROUNDING — CONDUCTOR —f— E 6. MIN. (TYP.) RIES COARSE AGGREGATE (SEE SUBSECTION SOL3.6,4.5 OF THE STANDARD SPECIFICATIONS) INSTALL PRO BELLS N.L. LISTED FOR ELECTRICAL USE) ON ALL NONMETALLIC CONDUIT BEFORE INSTALLATION OF WIRE AND/OR CABLE, HALF SECTION POLYETHYLENE PIPE (NON PAVEMENT AREAS ONLY) FINAL GRADE EOUPMENT GROUNON( z_­_ FROM NEAREST CAST ,—A ALL METALLIC CONDUIT ENDS SHALL BE REAMED 3* AND THREADED AS PEOTHE FIELD UIRED IN JAX CUT OPENINGS ALL CONDUIT BITCHED TO ORAN TO PULL BOXES 4 TO 8 BRICKS EOUALLY SPACED Z* GRAN DUCT TO DUCH OR SEWER WHEN SPECIFIED RODENT WIRE SCREEN (BOTH ENDS OF DRAIN DUCTI EOUPMENT GROUNDING ELECTRODE WHEN REQUIRED COPPER SOLDI D.C. LISTED IN AWG. SIZE 'IC COPPER SON, 0 BOTTOM SECTION HOOK TIGHTENNG BAR TYPE # STEEL HARDWARE - AND LOCKWASHER X 20 TPU 9"o o".1m, FORM DEPTH SMALL BE NO MORE THAN 6" BELOW GRADE ON THE LOWER SIDE OF BASE IN A- MAX. FORMING SHALL BE REMOVED AFTER CONCRETE HAS SET OLANTITY REOUIREN �1 NTS CONCRETE BASE TYPE 1 APPROX. CUBIC 0.40 OLST 0.40 YARDS OF CONCRETE -- LES,CF HOOP NONE 23 16 BAR STEEL OF VERTICAL NONE 60 is BAR STEEL r CONDUIT FOR GROUNDING PURPOSES. EMT 12' BELOW GRADE DETAILS OF CONSTRUCTION. MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REOUIREMENTS OF THE CONTRACT. BASES SHALL BE EXCAVATED BY USE OF A CIRCUL AT AUGER. TOP SURFACES OF CONCRETE BASES SMALL BE TROWEL FIMSHED AND LEVEL. CONDUIT SIZES AND LOCATIONS SHALL. BE AS SHOWN ON THE PLANS. THE FINAL OR TERMINATING CONCRETE BASE IN A CONDUIT RUN SHALL HAVE A 6' EXIT STUB INSTALLED FOR FUTURE CABLING USE. THE EXIT STUB SHALL BE SIZED AS USED THROUGHOUT THE CONDUIT RON AS SHOWN AT THE ENTRANCE OF THE BASE„ MINIMUM LEMMING RADIUS OF CONSULT IS EQUAL TO 6 X THE DIAMETER. CONDUIT HEIGHT ABOVE CONCRETE BASES SHALL BE I INCH, ALL METALLIC CONDUIT ENDS SHALL BE REAMED AND THREADED, ALL CONDUIT ENDS AT THE TOO OF CONCRETE BASES SHALL BE CAPPED IF METALLIC OR PLUGGED IF NONMETALLIC IMMEDIATELY AFTER PLACEMENT AND BEFORE CONCRETE IS POURED. CONOULTS IN WHICH WIRE OR CABLE IS NOT INSTALLED SHALL REMAIN CAPPED OR PLUGGED. I' CONDUIT FOR F-D" GROUNDING PURPOSES. CONDUIT EXIT 12" BELOW GRADE BOLT CONDUIT- X, CIRCLE 12Y," BOLT IC/,, BuT CONDUIT CIRCLE 6'* DRk CIRCLE CONDUIT WIT ANCHOR RODS SHALL BE 0 CONDULT WITITN 6- DA, 6' DIA. HA 2' '2 0 2 E ORIENTED PARALLEL TO (OUT CUT ANCHOR RODS SHALL THE ROADWAY ANCHOR RODS SHALL BE BE ORIENTED ORIENTED PARALLEL TO Z 3 PARALLEL TO OUT TOTHE ROADWAY FORM ALL EXPOSED \ THE ROADWAY 7 CONCRETE. PROVIDE 0 4e r 04AMFER ALL AROUND HALF SECTION IN UNPAVED AREA (TYPICAL FOR TYPES L 2 & 5) TOPSOIL AND SEED C CRUSHED AGGREGATE I HALF SECTION IN PAVEMENT tTYP:CAL FOR TYPES 4 2 & 51 FORM ALL EXPOSED 2 CONCRETE. PROVIDE r rCHAWrER ALL AROUND I r3' r �p L T� X�SMkN -YA- PREFORMED ---FILLER ILLER AS APPROVED b BY THE ENGINEER EX OTHERMIC CONNECTION TO EQUIPMENT GROUNDING CONDUCTOR 002w 06- STUB DIA. X a,- 0" COPPERCLAD, EQUIPMENT GROUNDING ELECTRODE RESULTED 3' 2. T 3* CLEAR 6' STUB < n v. a \ TYPE 2 CONCRETE BASES FORM ALL EXPOSED CONCRETE, PROVIDE 60 CCHAMFER ALL AROUNDK� 31 2 n T EXOTHERMIC CONNECTION TO EQUIPMENT --- GROUNONG CONDUCTOR %- CIA. X IG-O- COPPERCLAD EQUIPMENT GROUNDING ELECTRODE - REOURED OPTIONAL 4' L BEND OR HEX NOT (TYPICAL FOR TYPES L 2 & 54 m J� CLEAR (D 6. STUB GENERAL NOTES (CONTINUED) BELL ENDS SHALL. BE INSTALLED ON ALL PVC CONDUIT EXPOSED AT THE TOP OF CONCRETE BASES BEFORE INSTALLATION OF CABLE OR WIRE. ENDS OF CONDUIT INSTALLED BELOW GRADE FOR FUTURE USE SHALL BE CAPPED IF METALLIC OR PLUGGED IF NDNMETALLIC. WHEN REBURIED TO CONNECT NONMETALLIC CONDUIT TO METALLIC CONDUIT, ONLY ADAPTER FHINGS. UL.LISTED FOR ELECTRICAL USE, SMALL BE USED„ IF A BASE REQUIRES A DEEP FORM BECAUSE OF LOOSE DIRT OR FILL, THE FORM SHALL BE REMOVED BEFORE BACKFILLING AROUND THE BASE, BACKPILL SMALL BE TAMPED TIGHT AGAINST THE BARE CONCRETE BASE 14 LAYERS OF !FOOT OR LESS, A NO. 4 AILS, STRANDED COPPER EQUIPMENT GROUNDING CONDUCTOR SHALL BE EXOTHERMICALLY WELDED TO THE EQUIPMENT' GROUNDING ELECTRODE !GROUND ROD! FOR TYPE 2 AND TYPE 5 BASES, THE EQUIPMENT GROUNDING CONDUCTOR SMALL BE CLENCHED AND INSTALLED TO ENTER THE BASE OF THE TYPE 2 AND TYPE 5 BASES THROUGH A I INCH CONDUCT INSTALLED FOR GROUNDING PURPOSES, LEAVING A 4 FOOT COIL OF WIFE ABOVE THE CONCRETE BASE, THE EQUIPMENT GROUNDING CONDUCTOR SHALL BE NEATLY COILED AND THE COILS TIED TOGETHER, ANCHOR RODS SHALL BE THREADED 2' IN LENGTH ON EACH END OF THE ROD, ANCHOR RODS SHALL BE MANUFACTURED IN ACCORDANCE WITH SECTION 654,2A AND 641.2.2 OF THE STANDARD SPECIFICATIONS, ASTM A-449, OR ASTM A-687 (GRACE 105). WASHERS AND LOCK WASHERS ARE REOURED ON ALL ANCHOR RODS. WHEN ANCHOR RODS USING THE ALTERNATE "'L" BEND ARE FURNISHED, THE 4" "L" BEND SHALL BE IN ADDITION TO THE SPECIFIED ANCHOR ROD BAR LENGTH, THE 'L" BEND ENV SHALL NOT BE THREADED. WELDING OF THE ANCHOR RODS TO THE CAGE IS UNACCEPTABLE. TIE WIRES $HALL BE USED. BAR STEEL REINFORCEMENT SHALL BE COATED WITH POWERED EPDXY RESIN IN ACCORDANCE WITH SECTION 505 OF THE. STANDARD SPECIFICATIONS (LATEST EDITION).. THE MINIMUM DEPTH OF CONDUIT EXITING THE CONCRETE BASE AND INSTALLED BELOW THE TRAVELED WAY SHALL BE 24 INCHES THE MINIMUM DEPTH OF CONDUIT EXITING THE CONCRETE BASE THAT 6 NOT INSTALLED BELOW THE TRAVELED WAY SHALL BE 18 INCHES. THE MAXIMUM DEPTH OF ALL CONDUIT SHALL BE 36 INCHES EXCEPT WITH WRITTEN APPROVAL BY THE ENGINEER.Q 03 (4) r CIA. X 3'-6* ANCHOR RODS. P0 r CIA, X 5--0' ANCHOR RODS. ST US.& X 6'-B* BAR STEEL REINFORCEMENT, CH NO. 4 x 5,-r BAR STEEL REINFORCEMENT 0 F-O' C-C, HD r CLA, X 3'-6" ANCHOR RODS, (61 NO.4 X 4'-8' BAR STEEL REINFORCEMENT (5) NO. 4 X 5'-1' BAR STEEL REINFORCEMENT AT r-O" C-C. SINGLE MEI MAST ARM V, G' GR W MOUNT CLAMP r BELOW CAP WHEN ROUND SHAFT B" Q.D. (POLE BUTTD REBID X 3.87(STEELD OR 4.5'(ALLAU O.D. TOP FOR TAPERED 30' SHAFT 4 YENTLATED �METALLIC CAP AND BOLT 4 VENTRATER /—METALLIC CAP TRUSS -TYPE AMA a�7 N f z a z :o TOP OF CONCRETE (MAXIMUM LOAD) LIGHTING ONLY u VERTICAL CLAMP GAP SHALL BE EQUAL ON BOTH SIDES OF POLE LFI� 4ARrcE IT, - 50 LBS. EFFECTIVE PROJECTED AREA FOR &IND LO = LS SO, FT. G) "'YENTt4AT£p -- METALLIC CAP SINGLE ARM BACKSIDE AND FRCNTSIDE CLAMPS SHALL ALLOW TYPICAL INTERCHANGEABLE MOUNDING AS SHOWN GENERAL NOTES DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTNENT REQUIREMENTS OF THE CONTRACT. ALL TYPE 5 POLE MOUNTINGS SHALL BE DESIGNED TO INCLUDE TWN 15'ARMS WITH LUMINAIRES. POLES SHALL BE GALVANIZED STEEL OR ALUMINUM, AS CALLED FOR IN THE CONTRACT. TYPE 5 ALUMINUM POLES SHALL BE CONSTRUCTED OF 6063-TG ALUMINUM ALLOY. SLEEVNG INSIDE THE POLE IS NOT ACCEPTABLE. THE SLPFITTER END OF THE LNAIRE MAST ARM SHALL BE A NOMINAL 2% INCHES IN OUTSIDE DIAMETER.. THE STRAIGHT PORTION OF SHE. SLIPFUTER END OF THE LUMNAIRE ARM SHALL BE A NOMINAL. 12 INCHES IN LENGTH„ �L 4' z 6" REINFORCED HANDHOLE & COVER ASSEMBLY WITH 2 (TWO) °/m" X }`m" ` 20 TPI HEX HEAD STAINLESS STEEL BOLTS. Q GROMMETS. r CHASE NIPPLES OR M CLOSE CONDUIT NIPPLES WITH BUSHNOS SHALL BE PROVIDED FOR 1%' HOLE IN POLE SHAFT FOR WIRNG. CAST ALLMIRM TRANSFORMER BASE. WHEN REQUIRED. FURNISH AND INSTALL VENTILATED, CAST, METALLIC IALLMNUM ALLOY)CAPS. FASTEN CAPS WITH ONE (D 11/4' X Y.- - 20 TPI STAINLESS STEEL, HEX HEAD BOLT, �5 SHWNG. P NEEDED. SHALL BE LOCATED BETWEEN THE CONCRETE FOUNDATION AND THE TRANSFORMER BASE. LIGHTING UNIT STATION AND SET BACK DISTANCE FROM REFERENCE LINE 893+35 UTRT.0 III - 250 - 10 - 5 - I L — L T LIGHT'UNIT NUMBER ­­- IN CIRCUIT I CIRCUIT NUMBER BASE TYPE VAST ARM BRACKET LENGTH IN FEET LAMP WATTAGE DISTRIBUTION TYPE LIGHTING UNIT CODE DETAIL "A" (TYPICAL) DOUBLE POLE ADOCTIONAL CONDUCTORS AND FUSE FOR TWIN— LIGHTING UNITS ECUPMENT GROUNDING CONTI TO LUMNwRusL­"�y�" APPROVED PRESSURE OR COMPRESSION TYPE CONNECTOR FOR EOUTPMENT GROUSIONG CONDUCTORS TYPICAL GROUNDING CONNECTION - STAINLESS STEEL BOLT, NUT AND WASHERS -/,- X - 13 m AWG ®4 dMiNd BARE EOUTMENT GROUNDING CONDUCTOR, NOTE: THIS YORE SHALL BE CONTINUOUS WITHOUT SPLICES FROM THE GROUNDING ELECTRODE TO THE EOUTPVENT GROUNDING CONDUCTOR SPLICE CONNECTOR. INSULATED EQUIPMENT GROUNDING CONDUCTORS FROM SYSTEM RACEWAY EXOTHERMICALLY WELDED-_, TO GROUNDING ELECTRODE HEX HEAD BOLT 0/4- x r - 20 IN EQUIPMENT GROUNDING CONDUCTOR FLAT WASHER FLAT WASH NUT OR THREADED FACTORY WELDED BRACKET CO NDUCTOR N D U U C P T OV­— TO POLE SHAFT NEMA APPROVED FEED THROUGH TYPE MECHANICAL CONNECTOR (LU0 AL/CU - UL.LtSTED —LOCKWASHER --NUT CONNECTOR �\ YFACTORYWELDED CRDUN13 LINE STUDI- BRACKET 70 POLE SILICON BRONZE DETAIL "B" SINGLE POLE TYPICAL GROUNDING CONNECTIONS NUT, BOLT, WASHERS AND LOCKWASHERS SHALL BE STAINLESS STEEL CONDUCTORS TO LUMNACRES SHALL BE -12 AWG. COPPER STRANDE11, U.S.EIRATED. XLP INSULATED. SINGLE LIGHTING UNIT SHOWN CIRCUIT TAG&SOTH SIDES OF ALL FUSE' (TYPICAL) IN LINE SINGLE POLE FUSE ASSEMBLY. 600 VAC, WITH 5 AMP FNO FUSE ISEE DETAIL -B'T TAPE AND VARNISH CRIMPED END FERRULES HANDHOLE & COVER 18' PIGTAIL BETWEEN CONNECTOR AND FUSEHOLDER APPROVED PRESSURE OR COMPRESSION TYPE CONNECTORS BUILT UP WITH RUBBER TAPE OR PUTTY. TAPED AND VARNISHED INSULATED UNGROUNDED CIRCUIT CONDUCTORS FROM SYSTEM RACEWAY ALTERNATE PHASE UNGROUNDED GROUT CONDUCTOR PASSING THROUGH THIS POLE 3 WIRE - 120, 240 OR 480 VAC (UNGROUNDED CONDUCTORl' WITH GROUNDED CONDUCTOR AND WITH EQUIPMENT GROUNDING CONDUCTOR UNGROUNDED CONDUCTORS TO LOWZIRES SMALL BE, -12 AWG. COPPER STRANDED. U.S.E. RATED, XLP INSULATED, SINGLE LIGHTING UNIT SHOWN TWIN LIGHTING UNITS REOU':IL INDIVIDUAL SETS OF UNCROUNS",I) --- CONDUCTORS AND FUSE ASSEMBLY. AWG -4 (MIN.) BARE EQUIPMENT GROUNDING CONDUCTOR. NOTE: THIS WIRE SHALL BE CONTINUOUS WITHOUT SPLICES - FROM THE GROUNDING ELECTRODE TO THE EOUIPWENT GROUNDING CONDUCTOR SPLICE CONNECTOR. EDUPMENT GROUNDING CONDUCTORS)TO LUMINAIRES) TYPICAL GROUNDING CONNECTION - STAINLESS STEEL NUT AND WASHERS I/,- X Vl,- - 13 TPI APPROVED PRESSURE OR COMPRESSION TYPE CCLINECTOR FOR EDUPIKENT GROUNDING CONDUCTORS INSULATED EQUIPMENT GROUNDING CONDUCTORS FROM SYSTEM RACEWA' EXOTHERMICALLY WELDED TO GROUNDING ELECTRODE. zrtlkd HEX HEAD BOLT X CD'- - 13 TPI PRESSURE OR PRECISION CONNECTOR GJ-L-1--j EQUIPMENT GROUNDING CONDUCTOR FROM THE GROUNDING ELECTRODE LOCKWASHER NUT WELDED TO POLE DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT GROWN ON IRIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE CONTRACT. THE EOUPMENT GROUNDING CONNECTOR SHALL BE TAPED WITH 3 WRAPS (WNIVUV) OF APPROVED RUBBER TAPE AND THEN 3 WRAPS NNVUV OF APPROVED VINYL TAPE TO COVER SHARP WIRE ENDS AFTER THE CONNECTION IS COMPLETED. CIRCUIT TAGS, BOTH SIDES ' --OF ALL FUSES (TYPICAL) IN LINE FUSE ASSEMBLY IWO POLE, 600 VAC, WITH 5 AMP END FUSES (SEE DETAIL "Al TAPE AND VARNISH CRIMPED END FERRULES HANDHOLE & COVER J'\_J­ 18' PIGTAIL BETWEEN CONNECTORS AND FUSE14OLDERS APPROVED PRESSURE OR COMPRESSION TYPE CONNECTORS BUILT UP WITH RUBBER TAPE OR PUTTY, TAPED AND VARNISHES INSULATED UNGROUNDED CIRCUIT CONDUCTORS FROM SYSTEM RACEWAY 2 WIRE - 240 OR 480 VAC (UNGROUNDED CONDUCTORS) WITH EQUIPMENT GROUNDING CONDUCTOR TCRUSHED AGGREGATE 12' 12' EDGE OF PAVED CRUSHED AGGREGATE BASE COURSE SHOULDER MEDIAN SHOULDER BASE COURSE SHOULDER- - - - - - -- - - - - - - - - - - - - - - -- - - -- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - % LISLOPE--'� BOTTOM OF MEDIAN 4" ASPHALTIC CONCRETE" TYPE L\UUNLESS 10" CRUSHED AGGREGATE SPECIFIED ELSEWHERE TOPSOIL BASE COURSE 10:1 MAX. 20:1 NORMAL SECTION A -A CRUSHED AGGREGATE 3'CRUSHED AGGREGATE BASF COURSE SHOULDER SUBGRADE BASF COURSE SHOULDER - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- - - - - - - BOTTOM OF MEDIAN- TOPSOIL-j \_10:1 MAX. 20:1 NORMAL EDGE OF PAVEMENT EDGE OF 4" ASPHALTIC CONCRETE, EDGE OF FINISHED SHOULDER 20'-0" V.C. 25:1 TYPE LV, UNLESS SPECIFIED ELSEWHERE. PAVED SHOULDER 20:� mill III .7 77F- - - - - - - -- !0' CRUSHED AGGREGATE BASE COURSE MEDIAN FORESLOPES --- APPROACHNIS CROSSOVER GENERAL NOTES in�w SECTION B® DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN R3-4A ON THIS DRAWING SMALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS, INSTALL SIGNS R3-4 AND R3-4A IN LOCATION SHOWN. SIGNING DETAILS AND SPECIFICATIONS ARE PROVIDED ELSEWHERE IN THE CONTRACT. PAVED Wr JwWV. "m A of i OF STRUCTURE EN ABUTMT FACE !LEN OUTER EDGE OF SUPERSTRUCTURE A ilmunic c BOTTOM EDGE CFF SLOPE PAVING VARIABLE - 5'-0" MIN. OUTER EDGE OF — BLEND W! T"- ADJACENT EVBAN01ENT SUPERSTRUCTURE FLAT TO 1000SLOPE FLAT TO fOO:ISLOPE FOUNDAT)ON SYMMETRICAL ABOUT j kftftffflm� ARIJ PENT r4a STANDARD CROSS SECTION GENERAL NOTES OETAILS CF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUITEMENTS OF THE STANDARD SFECIFICATICYS AND Ti{._ APPLICABLE SPECiAL PROV61ONS. WOOD FORMS MAY BE LEFT IN PLACE WHEN OF A QUALITY ACCEPTABLE TO THE ENUNEER. D'VENDONS, SLOPES AND SLOPE UNITS ARE DETAILED 04 THE STRUCTUREPLANS. Q HIAICH EXISTING FINISH OR FINISH AS SHOWN ELSEWHERE N THE CONTRACT. SLOPE PAVING UNDER STRUCTURES BERM OR STRM"9T SLOPE si, CLEAR ATITH0 ATPLS ALTERNATE CROSS SECTION S.D.D. 12 A 2-3 F* Ji- STATE OF WISN I -DEPARTMENT OF TRANSPORTATION - A 1% B-4u 9UU-79 4 I:E_� L 0 A D I N G H S 2 0 i Ll % TYPICAL NAME PLATE CBRIDGES. CULVERTS, AND RETAINING WALLS! No 8 = BRIDGE READ: C = CULVERT YEAR OF SUBSTANTIAL RW = RETAINING WALL COMPLETION C"TY NO BRIDGE NO. B-40�400-719' UNIT 1A HS 20M L___ _j L - ----------- _DESIGN� E_NIT NO, FOR LOADING OF STRUCTURE MULTIPLE UNIT INDICATED ON THE PLAN NUMBERING AND LOADING DESIGNATItil MULTI -UNIT STRUCTURES Es GENERAL NOTES NAME PLATES TO BE INSTALLED 04 BRIDGES. CULVERTS, AND RETAINING WALLS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 506.24 OF THE STANDARD SPECIFICATIONS. THE BRIDGE NUMBER AND DESIGN LOADING SHOWN ON THIS DRAWING ARE EXAMPLES ONLY. SEE CONSTRUCTION PLANS FOR M,;VrDUAL NUMBERING AND DESIGN LOADING. G EPDXY RESIN SHALL BE FROM AN APPROVED MANUFACTURER AND USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WHEN THE PLATE IS ATTACHED TO METAL, DELETE THE ANCHOR LUGS AND DRILL A HOLE, la yA. 4 H�'- I ve ­�' �-- SECTION A -A I ALTERNATE LUG (FOR ATTACHMENT TO PRECAST STRUCTURES1 J.U.U. 14 Ilk J-U CONCRETE PAVEMENT RIGHT r-4" (Vv LEDI 2'-6" (ROLLEDI RUMBLE STRIP LOCATION SECTION VIEW CONCRETE PAVEMENT EXTENDS INTO RIGOT SHOULDER) SECTION VIEW TYPICAL LOCATIONS OF ASPHALTIC SHOULDER RUMBLE STRIPS IN RURAL DIVIDED HIGHWAYS (ONE ROADWAY IS SHOWN) GENERAL NOTES DETAILS OFCONSTRUCTION SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT PEOUREMENTS OF THE STANDARD SPECIFICATIONS AND APPLICABLE SPECIAL PROVISIONS, ROLLED HUMBLE STRIP: FINISH POLLING OF THE ASPHALTIC SHOULDER SHALL INCLUDE THE SURFACE OVER THE RUMBLE STRIP DEPRESSIONS, MILLED RUMBLE STRIP: RUMBLE STRIP GROOVES DETAILED ON THIS DRAWN' SHALL BE MILLED INTO PAVED SHOULDERS AT THE. LOCATIONS INDICATED IN THE CONTRACT OR AS DIRECTED BY THE ENGINEER, 2'-6" FOR MEDIAN SHOULDERS THAT HAVE A PAVED WIDTH OF S-O" OR MORE, CONTINUOUS GROOVNG FOR LENGTH OF SHOULDER EDGE OF TRAVELED WAY 2'-6' RT. SHOULDER 6'" A11% MEDIAN SHOULDER > B B I2 /Z. APPROX,-J [, B- TYPOAL 5PACNG-� "Z>- > WGTH FR41SHED SHOULDER SECTION B-B PLAR VIEW PLACLECt','G-Mff DETAIL HIR `,-4@LLED RUMBLE STRIP E E E u 0 D H GROOVES AT 12" C-C t r CONTINUOUS FOR LENGTH OF SHOULDER PLAN VIEW SHOULDER WITH GROOVEZ --I 2'-6' RT. SHOULDER 6- MIN -MEDIAN SHMXDER c c C PLAN VIEW (SINGLE GROOVE) PLACEMENT DETAIL FOR MILLED RUMBLE STRIP Y4- APPROX. DEPTH L2"t R L-,. t I/,. ILAR SHAPE PERMITTED IIIIIIIIIIII] IIIIIIIII IIIIII IIII IIIIIII IlI STOP OUTSIDE SHOULDER RUMBLE STRIP AT BE04NING OF TAPER _--- _..____ .,_______.aaa2_...___..__ ._________�aae___m_ h IVA:j KA w 4—fil mfull, I NOTE: [ ARROW SYMBOL SHOWS DIRECTION OF TRAVEL. i11 NO RUMBLE STRIP ON EXH, DIRECTIONAL, OR ENTRANCE RAMPS, EXCEPT' BEGIN OUTSIDE SHOULDER NEAR THE ENTRANCE TAPER END AS SHOWN, RUMBLE STRIP AT PHYSICAL CORE PAVEMENT MARN.ING DETAILS AND SPECIFICATIONS ARE: PROVIDED ELSEWHERE IN THE CONTRACT. PHYSICAL CORE. 2' } ( I!(41(ddl(IC BEGIN OUTSIDE FHA €ROM TAPER END. RAMP l GORE RUMBLE STRIP LOCATION* Ifllfllfllddd(BId6p61l1k!!l(IIIBIIIIlIII6flllfll TAPER END AT U FT. LANE WIDTH S®D.D.I3 A 4-4c Lw I 15 DOWELS o 12� C-C FOR ISPAVED IUDTH PLAN VIEW SIDE VIEW m CONTRACTION JOINT DOWEL AS$04801 PAVEMENT DOWEL BAR CONTRACTION DEPTH IMOREam- DIAMETER JOINT SPACING 9' OR LESS t IS., Is, THAN 9' 1 �/'- 7i- SEE JOINT DETAIL Ir 9 4 DOWEL BARS a IS" CC V FROM PAVEMENT EDGE s fSEE SIZE TABLE) p p 1 DOWELED CONTRACTION JOINT C, 24' 12' NO� 6 TIE BARS a 12- C-C & V FROM --J PAVEMENT EDGE 4 pnCr nr qr�f�-' �� TRAVELED WAY AND PAVEMENT 03 30'-O'PAVED WIDTH ---- I 3'-(rr- 24'-0' TRAVELED WAY LONGITUDINAL PAVED /-JONT /--SHOULDER SECTION A -A Q TWO-LANE TWO-WAY HIGHWAY TRAVELED WAY r. 26'-0' PAVED WIDTH(� I 24'-0' TRAVELED WAY LONGITUDINAL JOINT AND - �\ I CROWN LINE 2"-0' PAVED WIDTH 24'-0' TRA ELED WAY MEDIAN PAVED LONGITUDINAL — I CROWN LINE SHOULD SHOULDER jONT AL72RHATIVE SECTION A -A 0 DIVIDED HIGHWAY EDGE OF PAVEMENT M LANE HIGHWAY TRAVELED WAY :DIAN EDGE OF PAVEMENT RDED HIGHWAY DOWEL BARS 12' C-C -- EDGE OF EDGE OF_ PAVEMENT-� I TRAVELED WAY k- SEE TABLE FOR JOINT SPACING 41. CONTRACTION JOINT LOCATIONS GENERAL NOTES DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SMALL CONFORM TO THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS. CONTRACTION JOINTS UNLESS OTHERWISE SPECIFIED. CONTRACTION JONTS SMALL BE NORMAL TO TO THE CENTERUNE� THE LOCATION OF CORTRACTVI JONTS TKRUI INTERSECTIONS SMALL BE AS SHOWN DEN THE PLANS OR AS DIRECTED BY THE FNGMEER, CONTRACTION JOINTS SHALL NOT BE SEALED OR FILLED, DOWEL BARS SHALL BE PARALLEL TO THE PAVEMENT CENTERLINE AND SURFACE, CONSTRUCTION JOINTS SHALL HE A MINIMUM OF 4 FEET FROM THE NEAREST CONTRACTION JOINT AND ALIGNED EITHER PARALLEL TO THE CONTRACTION JOINTS OR AT 90' TO THE CENTERLINE, TIE BARS MAY BE INSERTED THROUGH THE HEADER BOARD AFTER THE CONCRETE HAS BEEN POLAED. (1) ALTERNATIVE DESIGNS OF THE DOWEL ASSEMBLY MAY BE USED WHEN APPROVED BY THE ENGINEER. MECHANICAL DOWEL BAR IMPLANTERS MAY BE USED INSTEAD OF DOWEL ASSEMBLIES. Q REFER TO TYPICAL CROSS SECTIONS FOR ADDITIONAL DETAILS, 03 THE ENTIRE PAVED WIDTH INCLUDING THE PORTIOW!U LABELED PAVED SHOULDER WILL BE MEASURED AS CONCRETE PAVEMENT� 2'-0' DIVIDED HIGHWAYS 3'-0" TWO-LANE TWO-WAY 141CHWAYS SEE SECTION A -A --L 3'-Cr -T NEW A CONCRETE PAVEMENT �T 'T' Ln La PosmoN or TIE BAR DURING FIRST POUR OF CONCRETE PAVEMENT -SEE DETAIL 'A' (WITH KEYWAY) PAVEMENT SURFACE OATHOUT KEYWAY) PAVEMENT SURFACE 4 4 4�1 ZG, C, 121 1_1 4 4 0 4% 4 12 IS" OPTIONAL KEYWAY OEM UUN 0 iMM FINAL POSITION NO.4 HE BAR t, OF TIE BAR NO� 4 TIE BAR 4 APPROXIMATE _JT rl 4�1 1 SLOPE Ll L., 1�� /� FIRST POUR SECOND POUR' —SEE DETAR_ 'B' PAVEMENT SURFACE -1 4 4�1 4% 4 1% 'a 4 NO ==18AR 41 4 4 CONSTRUCTION JOINT SAWED JOINT RIBBON JOINT EXISTING CONCRETE PAVEMENT I NO. 6 TIE BARS SPACED 3'-O'C-C� INSTALLED ON 6:1 SKEW HORIZONTALLY� DIRECTION OF SKEW ALTERNATING AFTER EVERY ONE OR TWO BARS. THE HOLE FOR THE BAR SHALL BE DRILLED TO A DEPTH OF 7' AND TO SUCH A DIAMETER AS TO PROVICE A TIGHT DRIVEN FH� EXISI� GONG. PAVEMENT I SAW COY GROOVE I L 0- MIN, MAX, PARUI�G' STRIP WIDTH %L_ 20 MIL, POLYETHYLENE PLASTIC PARTING STRIP DETAIL V PAVEMENT THICKNESS 'S -T� CLEAR DEPTH - D� Y SAW CUT UROOVE 'G' MAXIMUM TIE BAR SPACING "S" PAVEMENT WIDTH PARTING STRIP WIDTH 'W' _2TOR 26'T_i7() 61 Ve 4 3` 421, 2- 7" 1 Yl� 45" 3G' 2 IA- 3 V'r 2" 39" 30" 2 1/,- 9" 4 '±I' 2 IA- 3 MY2 7 3" 10" 4 Y4-11- 2 Y'. 30" 24" 3 14. 2 N- 2 7" ?11* 3 -Y,- 12- 5 N-±r 3- 24" 2t' 4. 4. 'S� z SPACING - ------- -- LONC47UDINAL SAWED, FORMED OR CONSTR�CTFON JONT it it TRANSVERSE il TIE BARS U u INIMM-MvIm DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SMALL CONFORM TO THE PERTINENT REOUIREMENTS or THE STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS. DETAILS 'A' AND "B' ARE ECUAL ALTERNATES UNLESS OTHERWISE SPECIFIED IN THE CONTRACT� LONGITUDINAL JOINTS SMALL NOT BE SEALED OR FILLED. TIE BAR SPACINGS ARE VALID ONLY FOR PAVEMENT WIDTHS IN THE TABLE. FOR WIDER PAVEMENTS. TIED CONCRETE SHOULDERS OR RAMPS, THE TIE BAR SPACING SHALL BE AS S14OWN ON THE PLANS. �>.U.U. 1-1 L I'J 6" IF a, X F-2, OFFSET BLOCK 1-10d GALLVANOTED NAL —I � 6' A 8' POST— -� SHOULDER - HL14GE PONT (D 1 2-3' (L-O" HOLE BOLT I T-11-7 wx END VIEW LOCATED ALONG A ROADWAY SHOULDER 6, x s, x r-r OFFSET BLOCK I-TOd GALVANIZED HILL —I � 7. m p1m �* HOTE CUT FEROMTOT Y4" HOLE CUTTER TO PAWT ol ��y I HINGE POINT 77 Ol I %- BOLT MAN. 1—T I L - ___j END VIEW LOCATED ALONG A CURBED ROADWAY 0-6- OR 25'-O� EFFECTIVE LENGTH OF REAM 6'-3* C-C 6-3- C-C POST SPACING —t—POST SPAC!uG FUSHED SHOULDER afflulml E — r—AM CLARIS LENGTH - — TEFLECTOR SPACING _�F. —SLWACES REFLECTORIZED REFLECTORS ONE WAY 200� 50 7CC 1 TRAFFIC > 2m Iw C-C I TRG WAY < 2ro,* 25'C-C 1* 6 TR&FM > 20V A 50*C-C J* TRAFFIC > 2w TOGIC-C 2 EVERY OTHER REFLECTOR REVERSED FOR 2-WAY VISIBILITY. CONTRACTOR WAY FURMSH TWO-SIDED REFLECTORS IN LIEU OF ONE -SUED RELECTORS, ANGLE OF BEND TO BE 90' 1 r FOR TWO-SIDED REFLECTORS. Y,' HOLE, %- HOLT THROUGH CENTER OF POST AND OFFSET BLOCK PLAN VIEW POST, OFFSET BLOCK AND BEAM a -%, 0 X V/,, BUTTON HEAD BOLTS '11TH OVAL SHCkADERS & RECESS NUTS� DUTTON TEAR SCAT %' 0 X. Y-G' WITH RCU�D fWASHER kM RECESS NUT, FRONT VIEW BEAM SPLICING AND POST MOUNTING DETS 2 7 REFLECTIVE SHEETING OVAL HOLE nlk,x %- GALVANIZER STEEL (0.08'r MIIL BASE METAL THICKNESS) OR POLYCARBONATE PLASTIC (0.080* W& THICKNESS) Q) REFLECTOR DETAIL AND TYPICAL INSTALLATION Im TO F17 211� �.—W/Y---.4 I.— 2-a- APPROX. PLAN VIEW GENERAL NOTES DETAILS OF CONSTRUCTION MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REOUREAUNTS OF THE STANDARD SPECFICATIONS, AND THE APPIACABLE SPECIAL PROVISIONS, (D POST LENGTH SHALL BE INCREASED TO PROVIDE A LMMIUM EMBEDMENT OF T-6' WHERE THE SHOULDER HINGE POINT IS LOCATED IN FRONT OF THE POST� @ PROVIDE TYPE 'Tr SILVER REFLECTIVE SHEETING ON ALL REFLECTORS EXCEPT THOSE LOCATED ALONG THE LEFT EDGE OF ONE-WAY ROADWAYS. IMPICH SHALL BE PROVIDED WITH TYPE 'H` YELLOW REFLECTNE SHEETING� % , A EA" FRONT VIEW IN BEAM END SECTION (ROUNDED) V X f/8- SPLICE BOLT SLOT P. POST BOLT SLOT y" A 21/2, POST BOLT SLOT %' R -y ' R 25'/,' SEND REOV. '!TNTCAL 10 GAGE STEEL ONLY FOR USE IN BUFFERED END ASSEIMM'80 ABOUT Z 05' N0�0NA1.71W*CKNESSI SEE SDDGI4Bl9 GAGE N W US EUTRAL Axis 2-6' WIM91mo / r DIA. HOLES' �\_BEND AND HOLE M`I! X f/5' REGI). TO MODIFY SPLICE BOLT _SLOTS X 2'/,- POST CONNECTOR FAR USE IN BOLT SLOT (OPTIONAL) BUFFERED END ASSEAUL SEE SOD 14819 FRONT VIEW IN BEAM TERMINAL CONNECTOR I � � 4A M 4� �_ no GER411111fiLl %' Olk X r-O' RODS MEASURED RAIL LENGTH OF ELEMENT BEAW GUARD CONCRETE ANC14OR PLAN VIEW IN SECTION HAL ELEMENT CONCRETE ANCHOR ��2-�G- WIN. DJA� OR ZX ZSQ� FRONT VIEW IN SECTION ANCHORAGE FOR STEEL PLATE BEAM GUARD Zma How 0 m ��— 3(y-O, WN� SLOPE IC0 -7 OR FLATTER STANDARD -/ (D ANCHORAGE EDGE OF GENERAL NOTES DETA!LS OF CONSTRUCTION. MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REOUIREWENTS OF THE STANDARD SPECIFICATK)HS� AND THE APPLICABLE SPECIAL PROVISIONS. (DWHEN APPROVED BY THE ENGNEER, THE 6 FOOT OFFSET TO THE ANCHOR MAY BE REDUCED TO 2 FEET WHERE EXISTING CONDITIONS WILL NOT PERMT THE DESIRABLE OFFSET. 14'-4Y,' MEASURED LENGTH OF BEAM GUAHD - - - - - - - - - - - - - - WIDENED OR NORMAL STANDARD FMHED SHOULDER ANCHORAGE L--J FRONT VIEW Mimi EDGE OF AY 3'-0' -TANGENT LINE G� SEE CDO 14BA9 FOR DETAILS M -------------------- ------ ­ - ----------- TYPE 3 ANCHORAGE � / �-TYPE 3 ANCHORAGE *IDEN MAINLINE SHMIDER AND BLEW WITH SIDEROAD OR DRIVEWAY� MAINTAIN NORMAL SLOPFI STEA EDGE OF TRAVELED WAY THE TANGENT L04E 6 AN EXTENSION OF THE ALLONMENT OF THE ADJACENT SECTIONS OF BEAU GUARD ammiziHis M-7 - TRAFF�lc musm BEAM GUARD AT NARROW BRIDGE$ (FLARED TO ANCHORAGE) BEAM GUARD AT NARROW BRIDGE$ (FLARED TO SHOULDER EDGE, THEN PARALLEL TO ROADWAY) TYPE 2 ANCHORAGE AT EXIT END ON DIVOED HIGHWAYq �DIGE OF TRAVELED WAY� — TRAFFIC BEAM GUARD AT OBSTACLES EXIT END - ONE WAY TRAFFIC GENERAL NOTES DETAILS OF CONSTRUCTFOYL MATERIALS AND WORKMANSKP NOT SHOWN ON THIS DRAWING SHALL COWORM TO THE PERTINENT REOUREVENTS OF THE STANDARD SPECTICATIONS AND THE APPLICABLE SPECIAL PRMSIONIS� BEAU GUARD LOCATIONS AND LENGTHS ARE SHOWN ELSEWHERE IN THE PLAN. Q STEEL THRIE BEAM STRUCTURE APPROACH� (D UNLESS OTHERWISE INDICATIED. THE FLARED END TREATMENT WITH A TYPE 3 ANCHORAGE SHALL BE USED TO TERMINATE BEAM GUARD ON THE TRAFFIC APPROACH SIDE OF BRIDGES/OBSTACLES� TYPE 2 ANCHORAGE SHALL BE USED ONLY AT THE DOWNSTREAM ENDS OF BEAM GUARD LOCATED ALONG ROADWAYS WITH ONE WAY TRAFFIC. POST SPACING G'-3' C-C VARIABLE 4'-6' OR UOREE EDGE —..-TRAFFIC REAi,.,l GUARD AT OSBSTACLES TWO WAY TRAFFIC (HAL TO OBSTACLE CLEARANCE 4'-G� OR MORE) VARIABLE I VAmA!LLE Q END TREATMENT 3'-6' TO 4'-6' BEAM GUARD AT OSSSTACLES - TWO `,"JAY TRAFFIC tRA!L TO OBSTACLE CLEARANCE Y-6� TO C-S-I Nflq!§E�! I -DL t <*-, SLOPE 3:1MAIL. OPE 4:IMAX� SLOPE TIMIS LIMITS 02 SLOPE 5�0' MIk TO -C 10-k ' A HINGE POINT 4:tMAX. PLIES SS� Co I ANCHORAGE ASSEMBLY TRANSITION TO ANY SLOPE 20'R-- �__STLNDARD POST HINGE LV,, SLOPE IG:IMAX� SECTIC No 40�2 4xr NO� 3 Not 2 SLOPE 10:1 MAX� TO EXCE ND. a NO.7 — ------------- �m NO BOLT 771ROUGH BE,4Af TO POST 2 IlF.A 21 MEASURED LENGTH OF BEAM GUARD AT REGULAR LINE POSTS EXTEND BOLT THROUGH POST ELEVATION '7—AND BLOCK BUT NOT THROUGH RAIL BREAKAWAY LINE POST HINGE POINT SLOPE TOIL OR FLATTER 3 Y,' HOLES cl m I 3:1 OR FLATTER OR RON 10 ANY SLOPE NORVAL HE 10:1 FLATTER DIRECTION TANGENT LINE PROJECTED FRGY THE .4 +1 FACE OF THE LAST IWO POST BLOCKS OF TRAFFIC IN THE STANDARD POST SECTION 6 31 m BREAKAWAY TERMINAL POST NOTE: THE POST OFFSET DIMENSIONS ARE TO THE CENTER OF THE TRAFFIC FACE OF THE BLOCKOUTS EXCEPT THE FIRST POST WHERE THE DIMENSION IS TO THE CENTER OF THE TRAFFIC FACE OF THE POST, SEE ANCHORAGE ASSEMBLY DETAILS ON NEXT SHEET NOTES, T A 3:1 MAXIMUM SLOPE MAY BE USED FOR INSTALLATIONS ON EXISTING HIGHWAYS� �C) THE 5'-0' MIN. WIDTH APPLIES TO ALL NEW CONSTRUCTION AND INSTALLATIONS ON EXISTING FREEWAYS AND EXPRESSWAYS. FOR NSTALLATIONS ON ALL OTHER EXISTING HIGHWAYS, THIS DIMENSION WAY BE REDUCED� BUT SHALL HOT BE LESS THAN 3'-0'. SEE CROSS SECTIONS� 03 SHOP BEND FIRST 6'-3" Or BEAM TO 20' RADIUS. HINGE POINT 01 , - SLOPE 4LOR FLATTER CLASS 'A' STEEL PLATE BEAM GUARD END TERMINAL WITH ANCHORAGE TYPE 3 STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION agimQuElsols %- # HOLE u in EEE� D-G- OUT TO OUT 6WAGE F�TTNG & STUD-- Y,- 0 (6 X 0) AFB07H ENDS� GALVANIZED CABLE X-- SWAGE CONNECTED CABLE ASSEMBLY CABLE, SWAGE FITTING, STUD AND NUT SHALL DEVELOP A MN�IAUV BREAKING S7RENGTH OF 40,000 LB, (TIGHTEN UNTIL TAUTI Y,- 0 HOLES A U.I00 TERMINAL POST (POSTS N(L 1& 2) STEEL TUBE THE STEEL TUBE SHALL CONFORM TO REQUIREMENTS OF ASTM A500 Y,- X r X r PLATE TACK WELDED TO 5/3-PLATE 7 8- %- ST PLATE I 1A, HOLE PP VACHNE 80L T %' 0 X P12- WITH HiX NUT AND PLAT r-4' - -- WASREIU (WASHER ON FRONT A- 4- FACE OF RAIL ELEVEMT 8 HOLES N' _CABLE ASSEMBLY (SEE DETAfLI FOR %- 0 BOJS� CABLE END PLATE %" X 3, x 21/4- FRONT VIEW -i— 2%- 4 HOLE — �$4s TERMINAL POST LINE POST (POSTS NOLII& 2� (POSTS NC43,4,5 & 611 WOOD BREAKAWAY POSTS �.-- Z-0- 7,15, 0 NS;s� I/.- STEEL PLATE SOIL PLATE 2 /.'PLATE BENT TO FIT RAIL ELDKMT END VIEW ANCHOR PLATE DETAIL V400D OFFSET BLOCK RE", AT ALL POSTS EXCEPT POST NM I Y,- x r SLOTTED HOLE STEEL PLATE SHELF ANGLE (ONE REOUIRED ON POST NO 2� r5l� -------------------- --------- - 2. 2%— BREAKAWAY TERMIVIAL POST SLEEVE STANDARD STRU4GTH STEEL PPE, ASTV A53 GRADE 'B' B GAGE (OA65" NOMINAL BASE METAL THICKNESS) GALVANIZED RECTANGULAR 1PLi%TE lVASHIER. I Livilmr.m.mUrrA-A BUFFERED END SECTION 51 U�Z- 5 '/,- A 7 '/,- WOOD BREAKAWAY TERW.NAL POST---- 0 DIAPHRAM PLATE 0 G? REQUIRED EACH I A, STEEL TUBE END ASSEMBLYL ------ TERMNAL CONNECTOR u 0 0 0 ALL SLOTS%�X 20 10- BOLT & WASHER ALL BOLTS %- A 0/4� R—ANCULAR PLATE WASHER x I -Y,- BOLT A, 0 BUFFERED END SECTION FLAT PLATE LAYOUT RECTANGULAR PLATE WASHERS PLAR BUFFERED END ASSEMBLY 2 -Ya" X 4* SLOTS V-)p 1A 'Typ" 2 R (TYP.� 3 41- IEFO V2- R BEFORE BENDING) R ITYPJ 6- 0 POLE "--12 CAGE 4 6 -%- A I I/A, SLOTTED HOLES OPTIONAL PLAN J.`IAPHRAM PLATE DETAIL Q REQUIRED EACH tERMINAL) 04m 'A' R (TYPJ Y" X IS CHANNEL C6 A 8.2— MI A 2- SLOT iff#1341111140111 0 V2- R -Y,- 13* 45' PLAN -T 6 Y4' FRONT VIEW BUFFERED END SECTION r-lo Y" 7 1/,' 2' A� A. A 13- 3 V,2- 1 r--r-i :Z POST BOLT SLOT X SLOTS 3 Z,--J NOTE,-"", HOLES NOT REQUIRED BUT ACCEPTABLE U 0 HOLES -V N TRAL AXIS OJ36' THICK—, 25[/,-BE4 k 31 k 2', - -- PLAN GENERAL NOTES TERMINAL CONNECTOR DETAILS OF CONSTRUCTIM MATER�ALS AND WORKMANSKP NOT SHOWN 01.4 THIS DRAWING SMALL CONFORM TO THE PERTINENT REOUREVENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS, POSTS AT LOCAT104S 1& 2 SHALL BE WOOD BREAKAWAY TERMINAL POSTS INSERTED AND BOLTED INTO STEEL TUBES� ANCHORAGE SHALL CONSIST OF STEEL TUBES, SO�L PLATES, WOOD BREAKAWAY POSTS, CLASS 'A'! BEARING PLATE, ANCHOR PLATE� CABLE ASSEMBLY AND ALL ASSOCIATED HARDWARE. ALL STEEL PARTS SHALL BE GALVAMZED� GUARD YELLOW TYPE H REFLECTIVE SHEETING ON ALUMNUM EASE MATERIAL SHALL CONFORM WITH AN( TO SECTIONS 637.2�2.2 AND 63T.2.3,3 OF THE STANDARD SPECIFICATIONS� THE SHEETING AND BASE SHALL BE CURVED AND ATTACHED TO THE OUTSIDE OF THE BUFFERED END STAT SECTION. AT rACHM-NT SHALL BE MADE USING DOUBLE FACED -M-SOND- TAPE MANUFACTURED DEPARTMENT BY THE 3M COMPANY,ST PAUL. ARA, Mwirtlis PARAPETS PLAN VIEW r-------------------- i LTHRIE BEAM TERMINAL (2) 1 CONNECTOR US GA.) I — — — — — — — — — — — — — — — — — — — TWO S TED TWO N AVIS SEE SHEETS 'b%'e AND 'd" FOR FTHWI E 6 E A M S M GA BRIDGE MOUNTING DETAILS m GAa NEUTRAL AXIS A _T POST BOLT SLOT (OPTIONAL) POST BOLT SLOT Y,- A 2 '/2- (TYPJ A I Y,- VLYP.T r 0 HOLES UTYPJ pe f ­4 2-r— 1 4 '/,- 4 '/, ' T STEEL THRIE BEAM STRUCTURE APPROACH (D (D TWO WAY TRAFFIC LENGTH OF STEEL PLATE BEAM GUARD, CLASS 'A' TO THRE BEAM TFU SECTION 02 GAJ SPLICE BOLTS! 5/8 " OM. BUTTON ONE TIRE HEAD F,'LT f6TH EAW RECESS NUT PC REQ'DJ !TI�2 GA7 OVAL SHCULDERS IS (i) T ONE WAY TRAFFIC T THRIE BEAM CONNECTION S W-BEAM CONNECTION WHEN REOUWSD POST BOLT SLO Y" X 2 V" I I PLATE BEAM GENERAL NOTES DETAILS OF CONSTRUCTION. MATERIALS AM WORKMANSHIP 40T SHOWN ON THIS DRAWING SMALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVIVONS. THRIE BEAM STRUCTURE APPROACH SHALL BE FURNISHES AND CONSTRUCTED IN ACCORDANCE WITH THE REOURREMENTS OF SECTION 614 OF THE SIANDARD SPECIFICATIONS� THIM 9EAH SECTIONS SMALL CONFORM TO THE REQU9EMENTS FOR CLASS 'A", TYPE ?� BEAM AS SPECIFIED N AAS14TO DESWMTION MISCL THINE BEAM SHALL BE BOLTED TO ALL POSTS AND OFFSET BLOCKS. FIELD DRILLING/PLN"G OF BOLT HOLES IN THE BEAM IS PERMITTED WHERE POST SPACNG IS LESS THAN 6'-3-. (DPOST LENGTH SHALL BE INCREASED to PROVIDE A MINIMUM EMBEDMENT OF 4'-G' WHERE THE_ SHOULDER HINGE PONT M LOCATED IN FRONT OF THE POST. A TERMINAL CONNECTOR IS NOT REOUIRED AT CONNECTIONS TO BRIDGE RAILING TYPE -W% m 6" X 8' POST AND 6. IT 8. X r_Xr OFFSET BLOCK HOLE DIA. BUTTON READ BOLT X F-6' WITH ROUND WASHER AND RECESS NUT SHOULDER FINISHED SHOULDE PO:N (DvARtABLE t --SLOPE 2-1 VAX. F 1-7 47 NESTED THRE BEAUS PARTfAL SECTION A -A S.D.D. 14 B 20-3a TA" DIA� HEX HEAD CAP SCREWS INTO Il�l� I VI� if THRIE BEAM CONNECTION TO BRIDGE PARAPET WITH SQUARE ENDS 4� r 0 HOLES (TYRJ 2- �2. —%'THICK ll� BACKUP PLATE DETAIL MEASURED LENGTH OF STEEL PLATE BEAM GUARD� CLASS 'A' ONE WAY TRAFFIC W-DEAM__�� W-THRIE BEAM TRANSITION SECTION 7 FRONT VIEW D% HEX HEAD CAP SCREWS 14TO THREADED INSERTS IN BEAM TRANSITION AND CONNECTION TO (FURNISHED WITH THE BRIDGE� BRIDGE PARAPETS WITH SQUARE ENDS (USE ONLY ON THE TRAFFIC EXIT END OF ONE WAY BRIDGES) (Z %' MA� HS� HEX BOLT� HEX NUT A, WASHER UPEO14) BACKUP PLATE UNDER THRIS BEAM TERV;NAL CONNECTOR 4- r-61 Q I- DX� HOLES GRILLED THEM PARAPET (4 PEOD.1 AND y," om� x r-r m.s. HEX BOLT,HEX NUT AND ROUND WASHER 14 REO'DJ GENERAL NOTES THE CONNECTION DETAILS SHOWN ARE TYPICAL. THE POSITION OF CONNECTIONS TO EXISTING BRIOCES S14ALL BE ADJUSTED WHERE NECESSARY TO FIT ACTUAL BRIDGE AND SITE DIMENSIONS. BOLTS, PLATES� NUTS AND WASHERS SMALL CONFORM TO THE REQUIREMENTS OF ASTM SPECIFICATION A 325,AND BE GALVANIZED D4 ACCORDANCE W17H ASTM A 153. C)PAYMENT FOR DRILLING SOLT HOLES THRU THE PARAPET, BACKUP PLATE AND ALL BOLTS, NUTS AND WASHERS REOUTIRED SMALL BE INCLUDED IN ITEM STEEL 1HRIE BEAM STRUCTURE APPROACH. 2 '/4- O.D. X Y2 - TRICK ROUND WASHER REQUIRED WITH EACH SOLT AT THE BACKFACE OF PARAPET, THE RECESS FOR A W-BEAM CONNECTION, WHICH EXISTS ON SOME PARAPETS OF THIS TYPE. SMALL BE FILLED WITH A TREATED TIMBER BLOCKOUT. BLOCKOUT SIZE 6 r-6' X 2'-0' X 3 1/,% 31-51/1- __ --- 2'-71/2, r-811 -1 FRONT VIEW MEASURED LENGTH OF STEEL PLATE DA� HEX HEAD BEAM GUARD� CLASS 'A' CAP SCREWS :(5 REOIDO 51-0 v,. _2NE WAY TRAFFIC W BEAM TERMINAL CONNECTOR FRONT VIEW W BEAM CONNECTION TO VERTICAL FACE PARAPET (USE ONLY ON THE TRAFFIC EXIT END OF ONE WAY BRIDGES) Nm END VIEW ME 0SLOFE 4:JMAX� SL��E LIMITS sLcp� LwTO7 0 5�0' MIN, TO HINGE PONT 4: OF. TRANSITION ANCHORAGE TO ANY SLOPE ASSEMBLY SLOPE IOUMAX, HINGE LINE STANDARD POST SENIOR- - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SLOPE 10:1 MAX� SLOTTED HAL WITH SLOT GUARDS PLAN DIRECTION TANGENT LINE PROJECTED THOU THE OF TRAFFIC FACE OF THE LAST TWO POST BLOCKS—/ IN THE STANDARD POST SECTION POST NO. to SLOPE 10:1 OR FLATTE 3 OX' STEEL PLATE BRAM WARD, SLOTTED RAIL TEF�PNN- 37, 61 4'�Z- 4'-2" POST NO�9 POST NO�8 POST NO�T POST NO� 6 POST ND�5 ELEVATION AT POSTS 2, IF 4-9 EXTEND SOLT THROUGH BACKUP PLATE AND THROWN BLOCK & POST 00 NOT SOLT RAIL TO THESE POSTS AT POST ND� L 3 & IS, ATTACH GUARDRAIL TO POST AS ABOVE, BUT BACKUP PLATE IS NOT REQUIRED BREAKAWAY LIKE POST KHOO Fowl' SLOPE 3:ICR FLATTER OR TRANSITION TO ANY SLOPE NORMAL POST NO.4 m POST N(%3 OF SHOULDER PE tO:l FLATTER F OF SHOULDER FACE OF RAIL PARIMM"T NOTE:THE POST OFFSET DV�ENSIOHS ARE TO THE CENTER OF THE TRAFFIC FACE OF THE BLOCKOUTS EXCEPT FOR POST W� t & 2 WHERE THE OlUENSON �S TO THE F-S, CENTER OF THE TRAFFIC FACE OF THE POST. POST 071FOE7 7ARILIE -T POST NO. OFFSET 3 3 A 9 OAS, 10 NONE BREAKAWAY TERMINAL POST rzala NOTES: (D A 3OMAXWUIA SLOPE MAY BE USED FOR INSTALLATIONS ON EXISTING HIGHWAYS. Q THE 5'-O"MKWDTH APPLIES TO ALL NEW CONSTRUCMN AND WSTALLATIONS ON EXISTING FREEWAYS AND EXPRESSWAYS. FOR INSTALLATIONS ON ALL OTHER EXISTING RGHWAYS, THIS ONIENSION MAY BE REDUCED, BUT SHALL NOT BE LESS THAN 3'-0". SEE CROSS SECTIONS. PRICE POINT S.D.D. 14 B 23-la F # X T" STUD --THREADED - ENTIRE LENGTH 6'-6' OUT TO WT ISWAOE, FITTNG 8, STUD— Y4" 0 IS X PR AT BOTH ENOD GALVANIZED CABLE SWAGE CONNECTED CABLE ASSEMBLY CABLE, SWAGE PITTING, STUD AND NUT SMALL DEVELOP A MYLMuM BREAKING STRENGTH OF 40,000 LIS, iTIGHTEN UNTIL TAUT� %, 0 ROLE 0911mom 8- X 6- A 0.188 TERMINAL POST POSTS NOLI& 21 STEEL TUBE THE STEEL TUBE SHALL CONFORM TO REOUREMENTS OF ASTM A500 .11, STEEL PLATE 2' r-- 4� ----J-- 4' 4" ISO <SY CABLE ASSEMBLY 8 HOLES -Y,* 0 --(SEE CETAILY FOR BOLTS CABLE END PLA %" X 3' X 21/,' FRONT VIEW )D' # HOLE ?JOOD OFFSET UL"U RED D. AT ALL POSTS EXCEPT POST NO'S L � 2 2%- 0 HOLE Y" 0 Ills MACHNE SOLT 5/�s� 0 X I'/j' WITH �EX NUT ANN FLAT GENERAL NOTES WASHER, iWASHER ON FRONT DETAILS OF CONSTRUCTION4 MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS FACE OF RAIL ELEMEMT DRAWING SHALL CONFORM TO THE PERTINENT REOUIREMENTS OF THE SIANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PRGVISIONS� F STEEL PLATE BEAM GUARD, SLOTTED RAIL TERMNAL 514ALL BE THE SLOTTED RAIL 34. TERMINAL (SRT-350) MANUFACTURED BY SYR0,14C.. 2524 LLSTEMMONS FREEWAY� DALLAMEXAS 1520T. TELEPHONE C2140589-8814, 800 R544-7976) SLOTTED PAIL TERMINALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS IILSTRUCTIQNS� 1%j- R POSTS 1& 2 SHALL BE WOOD BREAKAWAY TERMINAL COSTS NSERTED AND BOLTED INTO STEEL TUBES� y Y, PLATE BENT TO STEEL PLATE BEAM GUARD, SLOTTED RAIL TERMINAL SHALL BE MEASURED IN PLACE AS A FIT SAIL ELEMEMT -P UNIT AND PAID FOR AT THE CONTRACT UNIT PRICE EACH, YELLOW TYPE H REFLECTIVE SHEETING ON ALUMINUM BASE MATERIAL SHALL CONFORM END VIEW TO SECTIONS 637�2,2.2 AND Qt2,33 OF THE STANDARD SPECIFJCATIONS� THE SHEETING AND BASE SHALL BE CURVED AND ATTAC14ED TO THE OUTSIDE OF THE BUFFERED END ANCHOR PLATE DETAIL END VIEW SECTION, ATTACHMENT SMALL BE MADE USING DOUBLE FACED "HI -BOND' TAPE MANUFACTURED BY THE 3M COWPANY,ST PAUL, MN,(SUPPLIED By CONTRACTORL 6" X 3" X 10 Gk ROLLED SECTION R 11T=YP""I J� 7 TOP VIEW ---------- 4-1 7 IA - STRUT DETAIL TERMINAL POST LINE POST (POSTS NO� 1& 21 (POSTS NO'S 3 - 10) WOOD BREAKAWAY POSTS 0 Hc;7 I [I �_B GAGE 00.165" NOMINAL BASE METAL THICKNESS) GALVANIZED RECTANGULAR PLATE WASHER _� 7tv/e X 2- SLOT 3.- YOKE DETAIL ---------- 2%.- BREAKAWAY TERMINAL POST SLEEVE STANDARD STRENGTH STEEL PIPE, ASTM A53 rRADE 'BY FRONT VIEW R SECT�C'64 A -A SECTIO4, D-D �W,01 GUARP ZRACKET mr.V.42mr.serm Ok HOLES r A- MIAL 12 HOLES SPACED AT r C-C 0 0 0 0 1__/ - ­0 LOCATION OF SECO DELINEATOR WHEN N!_/ A A REOUIRED t PROVIDE TAPER DELINEATOR POST I- -I r TO Ple J 1%' 0 T i I %' TO Y,' L__ 3- TO 3 SECTION A -A WEIGHT 2�O LOS PER FT.* Oj LO. ALUMINUM FERRULE - INSIDE DIAMETER X LENGTH STEEL REQUIRED TO PREVENT BREAK- POST ING DELINEATOR BY PULLING INTO POST CAVITY. ALUMINUM BOLT DIk A LENGTH REQUIRES WITH WASHER DELINEATOR A LOCKNUT, TAMPER PROOF NUT OR EQUIVALENT RIVET. MOUNTING DETAIL FOR DELINEATOR Yxi" DIA� HOLE IN DELINEATOR 3' NOAL, DIAMETER X&MV Ln DELINEATOR DOUBLE DELINEATOR WHEN REQUIRED 4�-O' TO 4'-3' EDGE OF PAVEMENT EDGE OF (D SHOLXDER 2'-0' WIN. 4'-0" MAX� 7 DOUBLE DEL!::�TOR D OR �OHZNLIREOUIR'D 4'-0' TO 4'-3' EDGE OF __' I PAVEMENT 5. TOP OF I �� I/ � WALL --YELLOW YELLOW DELINEA DELINEATOR - TOP OF POST GENERAL NOTES DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAW,NG SHALL CONFORM TO THE PERTINENT REOUREWCHTS OF THE STANDARD SPECIFICATIONS AND T14E APPLICABLE SPECIAL PROVISIONS. (D DELINEATDRS SHALL BE PLACED AT A CONSTANT DISTANCE FROM THE EDGE OF THE ROADWAY FOR THE LENGTH OF THE INSTALLATION. Y-S' WX TOP OF POST magim NOTE: FASTEN DELINEATOR TO BRACKET WITH BOLTS Y,' DA� X LENGTH REOTL WITH WASHER AND LOCKNUT OR EQUIVALENT RIVETS. '/*" DA. HOLES A- X A- X 3/,- LG DIA. HOLE I L J I P. NEOPRENE RUBBER SHEET GASKET V,* X 3Y," X 4'1,' 7 DELINEATOR BRACKET I DELINEATOR --- 1 BRACKET I I � I 1% A TOP VIEW TOP VIEW TOP;VIEW DA. STAINLESS STEEL Sl UP BOL T� NUT AND WASHER WITH MECHANICAL WEDGE ANCHOR WIN. PULLOUT STRENGTH = 4500 LBS, DELINEATOR BRACKET MOUNTING DETAIL TOP OF TOP OF WALL TWO YELLOW WHITE DELNEATORS DELINEATOR DELINEATOR AND — / BRACKET DELINEATOR AND TTYPICAL FOR BRACKET ASSEMBLY k MEDIANS) iz �TYPICAL FOR RIGHT SHOULDER INSTALLATIONS) DOUBLE BARRIERS IN MEDIAN MEDIAN BARRIER BARRIER LOCATED TO RT. OF TRAFFIC FLOW LOCATION AND AIMING DETAILS FOR DELINEATORS MOUNTED ON CONCRETE BARRIERS DELINEATOR POST, DELINEATOR BRACKET AND DELINEATOR STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION APPROVED CA E 1 PATTr THE.N11c ENG141I.P 4YI F.WA S.D.D. 15 A 2-4 NOTE, PULL OR STRETCHER POST ASSEMBLIES SHALL BE BRACER PLACED MDWAY BETWEEN END POSTS AND CORNER POSTS POST WHERE A RUN OF FENCE EXCEEDS 660' BUT IS LESS THAN 1,320% FOR RUNS OF FENCE IN EXCESS OF 1,32N MAYNUM SPACING OF PULL OR STRETCHER POST ASSEMBLIES SHALL BE 6601* C_C� dEz =__ I ILLUSFRATION SHOWS POSFnON OF STANDARD STEEL BRACE. DOUBLE STRAND GALVANIZED WIRE, AND T14E POST To BE EMBEDDED N WHEN WIRE FENCE IS INSTALLED CONCRETE 7" 6. FROM LEFT TO MOST. THE BRACES SHALL BE POSITIONED ON THE OPPOSPE DIAGONALS AND THE OPPOSITE P05T SHALL BE EMBEDDED IN CONCRETE WHEN WIDE FENCE IS INSTALLED FROM RIGHT TO LFFT� ROUND WOOD ENTU CORNEIC BRACER OR VERTICAL ANGLE POSTS MR. &I DA. X 81 - Ol S.; A'- 6' DETAILS OF CONSTRUCTION NOT SHOWN HEREON SHALL CONFORM TO THE PERTINENT REGUIREWENTS OF THE STANDARD SPECIFICATIONS AMC THE APPLICABLE SPECIAL PROVISKTNS� 'Xf' = DIAMETER OF THE POST PLUS 12% FENCE STAPLES SHOULD NEVER BE DRIVEN VER- TICALLY INTO WOOD POSTS (WITH BOTH LESS PARALLEL WITH THE WOOD GRAINL DOING SG CAN SEPARATE THE GRAN AND SIGNIFICANTLY REDUCE THE HOLDING POWER, ROTATING THE STAPLES SLIGHTLY OFF VERTICAL STRADDLES THE GRAIN AND PROVIDES MORE RESISTANCE TO PULL-OUT. 00 V40T STAPLE WIRE TIGHT TO THE LINE POSTS, ALLOW MOVEMENT OF WIDE FOR EX- PANS!GN AND CONTRACTION. STAPLE AR- PANGEMENT SHALL BE THE SAME FOR ALL OTHER POSTS EXCEPT THAT THEY SHALL BE DRIVEN TIGHT TO POSTS, ALL STAPLES SHALL BE 2" X 9 GAGE AND SHALL BE MAH� UFACTURED FROM GALVANIZED DRE OR HOT DIP GALVANIZED AFTER FORMING. STAPLES SHALL HAVE SLASH -CUT PONTS� FENCE SHALL BE LOCATED 3'-Cr INSIDE THE RIGHT OF WAY LINE UNLESS OTHERWISE INDICATED ON T14E PLANS. 2� mqqqro���� PIPE, CNANNEL. STEEL TURING OR ANGLE GRACE (SEE STANDARD SPFC'SJ ATTADIFD TO POSTS AT BOTH ENDS WTH '/,' LAC SCREWS. ROUND WOOD PULL POST MEL 6" OA� x a, - Ol PIT- Ol± ROUND WOOD BRACER POST MN, W` UA� X W - 0' DOUBLE STRAND I 40�a GAGE It 31- 61 GALVANIZED WIRE. TWISTED TAUT. S7APLFD TO Ij EAC14 POST. LOW POINT OF TERRAIN WHERE VERTICAL ANGLE BRACER POSTS ASSEMBLY IS REQUIRED STANDARD WOVEN WIRE FENCE - TOP AND BOTTOM HORIZONTAL WIRES FNO, 9 GA� ALL OTHER HORIZONTAL WIRES AND ALL VERTICAL WIRES NO, 11 CA, ROUND WDOD LINE POSTS M,% 6'A -1 '� BRACER POST 4 q/,' CIA- A T- C`� - TP- C� C-C� ALTERNATE METHODS OF SECUr.NG VERTICAL STAY WIRES 70 HORIZONTAL PRES - SECURELY WELDED OR TWISTED. I Ell _4_ S, FIRE, CHANNEL, STEEL TUTING OR 1 \-FILL WITH EXISTING SOIL 1 1 ANGLE BRACE fSEE STANDARD SPEC.G� ALL END OR CORNER POSTS I ATTACHED TO POSTS AT BOTH ENDS TO BE EMBEDDED IN CLASS WTH '/z" L AS SCR- AS, 11\_ _LL! .xX. A ��VNLKt It� NOTE2 FENCE CORNERS - ABOVF ILLUSTRATION SHOWS ONE LEG OF FENCE CCNSTRUC7:GFl AT FENCE CORKM THE CCNTUUOUS LEG TO BE IDENTICAL CONSTRUCTION. NO, 11 GA. GALVANIZED STEEL WIRE CONNECTOR OR N(4 10 CA. COPPER WIRE CONNECTOR� ONE RESUMED AT EACH GROUND ROD LOCATION, 15 '/, GAGE MINVUM, TWO STRAND BARBED WSE� THE STRAND BREAKING STRENGTH SHALL BE AT LEAST 950 PGUNDS. ZINC COATING SHALL HOT BE LESS THAN 0.80 OUNCE PER SOUAPE FOOT GO UNCOATED SURFACF� I - f5lxl TI'rNs SECURED T_ AT EACH FEE POINT I E 1 2� 1 6'1 U GROUND ROD A SPACING SHALL CONFORM TO STANDARD SPECrFICATONS 61633 41511%3m�� END OR CORNER POSTS ASSEMBLY GENERAL ROADSIDE VIEW OF WOVEN WIRE FENCE STANDARD END POST PANEL - INSTALLATION AT UNDERPASS IS SHOWSL CORNER POST U t� MAX. WOVEN WIRE FENCE & BARBED WIFE SAME AS GENERAL LINE FENCE Or POST - 7 GD­- %Qi 'I*, STANDARD END POST _7 OLD NO PANEL OF INSTALLAUDN G IS SHOIIN� AT OVERPASS is SHOWN, 6. mm EMIAN' WENT SLOPE 61 QAX� NO15 STRUCTURE APPROACH SECTION - ALL ROUND WOOD POSTS S' WIN. Dik X 8'- 0' m =1 NOTE, THIS STANDARD CtTA.L DRAW14C CONStSTS OF TWO PLATES AND BOTH ARE REOUIRED WHEN THIS STANO�RD G CALLED FOR N nU� PLANS� Ll1_vwvlWw.7mwf4 NOTEi TREE IN NORMAL FENCE LINE SPECIFICALLY ORDERED BY ENGINEER TO REMAIN IN PLACE� R/W LINE - 0" MIN. 2*' X IC' DOUGLAS FIR OR SO, YELLOW HIRE PLACED BETWEEN TREE AND WOVEN WIRE FENCE, WOVEN WIRE FENCE AND BARBED WIFE TO BE STAPLED TO 2' X 6' LIKE AS TO LINE POST. 2" X 6' NOT FASTENED 70 TrEE� ROADSIDE ELEVATION (LOOKING TOWARDS ROADWAY) Y TREE � PLAN VIEW FENCE DESIGN AT TREES REMAINING IN NORMAL FENCE LINE LINE POST LINE POST IF- O�� GROUND LINE EXTRA LONG POST WHERE NECESSARY FENCE CONSTRUCTION OVER STREAM COURSES OF 15 FT. OR LESS IN WIDTH NOTE� A, NOT LESS THAN 45' WATER COURSE GREATER THAN 15' 'BOGER P OST R1W LINE --':7 ASSEMBLY MAJOR LC END POST ASSEMBLY'- R O:S SZR 0 A 0 RCHWAY �TOE OF SLOPE NOTE: THIS DETML IS INTENVED 014LY TOE LOPE - TO ILLUSTRATE TYPICAL SITUATIONS AND - IS GOT INTENDED TO COVER REFER TO PROJECT PLANS FOR PARTICULAR REOUIREMENTS AT VARIOUS LOCATIO45. R/W LINE LINE POST -- (DO, NOT LEANN) NE: I R/W LINIF 5' TG 20- ANGLE 0, CHANGE 31-0. POST NOT L 2V TO 40- � ANGLE OF CHANGE PLAN VIEW PLAN VIEW SINGLE POST CORNER DOUBLE POST CORNER RIGHT OF WAY LINE CHANGE 400 AND LESS CORNER POST TOP OF NOTE� SINGLE AND DOUBLE POSTS SHALL BE A WN� 6' CIA, X S' 0" ASSEVBLY SLOPE WITH A LEAN OF 4' TOWARD THE OUTSIO- OF THE CURVE� WHEN THE RIGHT CF WAY LINE CHANCE IS MORE THAN 40- USE THE CORNER OR STRETCHER POSTS ASSEMBLY� NOIEF PLACE A MINIVUIA OF 4 STRANDS OF BARBED WIRE. 6" MAXIVUM CENTERS IN F-'N SH�PE CONNECTED 70 AN EYE BOLT -F . ........ -Tr CIN YNGWALL OR SET A LONE POST WHEN TOP OF SL' .1- 11 �t NECESSARY TO CONNECT BARBED WIRE, ----- ------ - ---- (T/Y) WINGWALL TOE OF SL OF E AW, R/W ---- ---- CORNER POST FENCE INSTALLATION TO WINGWALLS FENCE LINE END POST ASSEMBLY - 3- 0" PLAN VIEW PLAN VIEW MAJOR HIGHWAY OVERPASS OR STREAM COURSE MAJOR HGHWAY UNDERPASS CROSSING OF GREATER THAN 15 FT. IN WIDTH FENCE LOCATION AT STRUCTURES STAPLES SLOPEE DOWNWARD FOR SUSrA2NED GRAD AND OVER KNOLL STAPLES LEVEL FOR LEVEL GROUND. SLOPE UPWJ WHEN FENCE TENDS TO i NOTE: WHEN POSTS ARE DRIVEN THE SMALL END SHALL BE OOWN� END FARM ELEVATION SIDE ELEVATION FENCE MOUNTING DETAIL ROTATE AWAY FROM FLAT FACE� LINE POST NOTE: THIS STANDARD DETAIL DRAWING CONSISTS OF TWO PLATES AND BOTH ARE DECLINED WHEN THIS STANDARD IS CALLED FOR N T14F PLANS. VttlILLL UA I t Ut I AIL I, WIN, HLrmw �11_ 3'-6' I,L OR AS SPECIE ED— TENSION WRE 'o _4 - TENSION ICRE X 'D CLASH END CLAUP� 11 / EN CONCRETE CONCRETE _T 12' WN. W �CIA_ � �A PEDESTRIAN GATE DETAIL Y LqjLquwm W"d � um WANW01 1� STRAIGHT PLUG 2� BOTTOM HINGE 3� TOP PENCE 4, CORNER ELBOW S� PLUNGER ROD 6. LATCH FORK 7� FORK CATCH 8. PLUNGER ROD CATCH 9� LOCK KEEPER GUIDE 10. LOCK KEEPER 11, ORNAMENTAL TOPS 12� TRUSS RODS 13� STRETCHER BAR 14, HOOK BOLTS k7E POST 40 POST )R FENCE TENSION WIDE SHAPE, SIZE AND VfEIGHT REQU[REMENTS FOR FENCE POSTS AND RAILS __ZHA]PEV7':VE UT 0 D 0 TIIIE UsE FENCE HT. WEIGHT I N,,,CNS 'Io' NS FEET _S ENCHE s C f LBS./L.F. 6 AND LESS ROLM 2.3T5 165 6 AND LESS *ROUND 2.375 332 TERMINAL OVER 6 ROUND 2BT5 S.T9 POSTS MR 6 *Rmm 2�875 4.64 ALL HEIGHTS FORMED 2L5 X M SLPI ROUND L90 2J2 *ROLJND L90 2�28 6 AND LESS 'Tr SECTION 7.25 X LTO 126 LINE FORMED LETS X L625 L65 POSTS — ROUND 73-75 — 165 AROUND 2,375 3.12 OVER 6 'R" SECTION 2,25 X L70 3.26 �7FORkWED FORMED L875 X L625 2.2a r - - - - - - - llz� OUND L66 Z,2 I BRACE RAIL t: ROUND L66 I L84 0 L625 X L25 L35 L25' 9 1100�� DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN CN THIS DRAWING SMALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS, DETAILS NOT COVERED BY ANY OF THE ABOVE SHALL CONFORM TO THE MANUFACTURERS SPECIFICATIONS, FENCE POSTS INSTALLED ON CONCRETE WALLS SMALL BE ANCHORED BITO EMBEDDED METAL SLEEVES OR CORED ROLE BY FILLING lHE AW41AAR SPACE WITH PEA GRAVEL FOLLOWED BY AM EPDXY RESIN ADMTSGT� THE EPDXY RESIN ADHESIVE SMALL CCNFORM 10 THE REOtPREMENTS OF AASH70 M 235,CLASS A�B OR C� A 0,2755� 0. 14 0.25' 2 S 2 �i TOP VIEW SECTION A ALTERNATIVE POST TOP L625' L625' J-1 I- ij T_ T FORMED CROSS SECTIONS OF POSTS AND RAILS I ATE G'_ OUITS'D OUT S' BE WEIGHT J� tC I: i9i; tC HEIGHT H 10 DIMENSION U 'IS =� LBS./L.F. ( I T FEE UNCHES� I C S� OR LESS Round 1.66 2.27 RoLr4 *1.84 - _YX Rectavilw 1�50 1.84 L6 , OVER 6 RoLr4 1�90 2�72 _ R RKtavjHw Z INTERICRI BRAACINGG, MY --- 1_�66 Pard PW_m��alr___ AU __ * MGM STRENGTH STEEL HIGH STRENGTH STEEL INCLUDES EW. CORNER� ANGLt. INTERSECTION 4ND INTERMEDIATE BRACED POSTS Tiul '�H" SECTION OUTSIDE DIAMETER 0 ROUND POST SIZE (INCHES) GATE LEAF __6UTS'DE WEIGHT WIDTH (FEET) DIAMETER LBSdl.�F. (INCHES) 2�675 5.79 6 AND UNDER .875 4.E4 4�00 9�10 OVER 6 To 12 - 4" 00 *8 , 65 2 TO 18 * �GM SIREN'GIA STEEL CORNER CONNEC ALTERNATIVE POST TOP kY BE USED INSTEAD OF LOOP CAP) TENSION WIRE END CLAMP NOIE:SET POSTS IN PEA GRAVEL AND EPDXY RESIN ADHESIVE NEI AL SLEEVE 4'1,- OX� OR 4' Olk CORED ROLE END POST & LINE POST CORNER POST DETAILS OF FENCE ON WALL I LINE POST WAY DRIVEN INTO THE OR SET IN BOND BRACE RAIL - REOURED FOR ALL. TERM'NAL AND GATE POSTS , -TENSION WIRE I I--- TEliSION WIRE TERMINAL OR GATE POST INTERSECTION & INTERMEDIATE BRACED POSTS ROLL FORMED ALTERNATE NOTE: DETAILS OF FOOTINGS ARE SHOWN ON T14E PIPE ALIERNATE DETAIL END, CORNER, ANGLE INTERSECTION & INTERMEDIATE BRACED POSTS PIPE ALTERNATE FABRIC BAND, MPS OR NOTE: 10'-O'LrNE POST SPACING LINE POST - TYPICAL LINE SECTION "H" SECTION ALTERNATE 18" C- C UM SPACING ON BRACE RAILS FA13RIC BRACE RAIL FABRIC FASTENER (A) I *qj TYPE H WHITE 360' REFLECTIVE TAPE FLEX2LE ORA14GE, POST TYPE H YELLOW 360' REFLECTIVE TAPE I I I'm A 2 MYL DIA,__ STEEL FOLIO WASHER STEEL PLATE TO FIT SHAPE OF BASE PAVEVU SURFACE A A SURFACE MOUNTED BASE 2' WX WIDTH TYPE H YELLOW 360' REFLECTIVE TAPE 11 (D%- DIA, A 4 '/,- THREADED ROD ADD ADHESNE IN T/A' CIA. —i DRlL HOLE PARTIAL SECTION TO SHOW BOLTS POST BASES ON NEW OR EXISTING PAVEMENT inffiffil ANCHOR MAY DO CUT TO FACILITATE DRIV`NG fl— Z' M-4. IRD�TH TYPE H YELLOW 360' REFLECTIVE TAPE limillpil;1! 0 SURFACE MOUNTED BASE PAVEMENT SURFACE ADHESIVE OR BUIYL PAD -i SURFACE MOUNTED BASE GENERAL NOTES DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND APPLICABLE SPECIAL PROVISIONS. SURFACE MOUNTED BASES SHALL eE, r-URNISHED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS TO BE COMPATIBLE WITH FLEXIBLE TUBULAR WARKER POSTS TO A SIZE AND SHAPE THAT WILL PROVIDE A STABLE POST FOUNDATION WHEN SECURED TO THE PAVEMENT� (DTHREADED ROD SMALL BE MACHNED DOWN TO 0,280 INCH DIA. I'/, INCHES FROM THE TOP. @THE ASPHALTIC ADHESIVE OR BUTYL PAD FURNISHED SHALL BE IN ACCORDANCE WITH MANUFACTUREITS RECOMMENDATIONS� 2" 6LIN. WIDTH TYPE H YELLOW 360' REFLECTIVE TAPE SECTION A -A SURFACE MOUNTED BASE WIN,— C) --1 %- MTN, -F 3- Z� � LAST INTERSECTION PRIOR TO CLOSURE < > *20-3 r ROAD CLOSED RII-2 < > rI -II I I �RMA_b < 1120-1 LAST INTERSECTION PRIOR TO CLOSURE DETAIL I (NO ACCESS TO PROJECT) r--T- T I I < > W20-1 -r--T- J ROADENIDORK MZJD-7 / � � G20-2A (PUBLIC CROSS -TRAFFIC MAINTAINED. NO ACCESS TO PROJECT). W20-3 W20-3 *20-3 WE li m �_f �_- �*. W E! < > I I E *20-1 T �L[MAD Wnj G20-2A t --i 1- 50, RIH j L-"j G20_2A < > W20.1 DETAIL 3 (PUBLIC CROSS -TRAFFIC MAINTAINED. CONTRACTOR, LOCAL BUSINESS AND RESIDENT ACCESS). 01TWO-WAY TYPE 'A' WARNNG LIGHTS REITURED EDGE OF SHOULDER R34,114-61,01milic0d, DETAILS OF TRAFFIC C04FROL DEVICES AND THEIR LOCATION NOT SHOWN ON THIS DRAWING SMALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE WISCONSIN MANUAL OF TRAFFIC CONTROL DEVICES� THE PLANS� SPECIFICATIONS AND CONTRACT. SIGN AND BARRICADE LOCATIONS WAY BE ADJUSTED IN THE FIELD AS DIRECTED BY THE ENGINEER. ANY EXISTING TRAFFIC SIGNS THAT CONFLICT WITH THIS WORK SHALL BE COVERED AS DIRECTED BY THE ENGMER. ALL '*STOP" OR OT14ER REGULATORY SIGNS ON THE SEE ROADS SHALL NOT BE DISTURBED, EXCEPT WHEN NECESSARY TO COMPLETE THE WORK. THE SIGNS POST THEN BE IMMEDIATELY REESTASLISHED� ALL TYPE ITBARRICADES SHALL HAVE RAILS REFLECTORIZED ON BOTH FACES. STRIPES SHALL BE PROPERLY SLOPED DOWN TOWARD THE TRAFFIC SIDE OR AS SHOWN IN THE ROAD CLOSURE BARRICADE DETAIL FOR FULL ROAD CLOSURES. TYPE "A' LOW INTENSITY FLASHING WARNING LIGHTS SHALL BE VISIBLE 04 BOTH SIDES OF DIE BARRICADE. THE ROAD CLOSED SIGN NII-S. ROAD CLOSED- MILES AHEAD SIGN IRII-3) AND THE ROAD CLOSED TO THRU TRAFFIC SIGN UNI-4ISHALL BE ATTACHED ONLY TO THE TOP RAIL OF THE TYPE III BARRICADE. THE SIGNS SMALL HOT COVER MODLE RAIL, TYPE 'R' REFLECTIVE SHEETING SMALL BE USED ON ALL BARRICADES, TYPE 4 HAND 11, AND ON ALL RII-2. RU-3 ABC RII-4 SIGNS. ALL SIGNS SHALL BF 46' X 48" UNLESS OTHERWISE NOTED BELOW: R 1-2� "ROAD CLOSED' SIGNS SHALL BE 48" X 30". R�1-3, ADD FOL-4 SIGNS SHALL BE 60' X 30% G20-2A SIGNS SHALL BE 48' X 24% TWO WARNING LIGHTS SHALL BE PROVIDED ON THE CENTER BARRICADE AND AT LEAST ONE WARNING LIGHT SHALL BE PROVIDED ON EACH OF THE OTHER BARRICADES WITHIN THE ROADWAY LIVITS, SPACING OF THE WARNING LIGHTS SHALL BE UNIFORM TO THE EDGE OF ROADWAY AS SHOWN. 02 THESE SIGNS AND BARRICADES ARE NOT REQUIRED IF ROAD CLOSURE BEGINS AT INTERSECTION. 0 FOR ROAD CLOSURE WITH LOCAL ACCESS TO PROJECT� SEE LANE CLOSURE BARRICADE DETAIL OFOR ROAD CLOSURE WITHOUT LOCAL ACCESS TO PROJECT� SEE ROAD CLOSURE BARRICADE DETAIL� (DONE -WAY LMHTS SHALL BE PROVIDED ON ALL ADVANCE WARNING SIGNS, THE UNIT SMALL BE POSITIONED SUCH THAT THE LIGHT SOURCE IS OUTSIDE THE SIGN FACE AND AT THE TOP OF THE SIGI,L um 2�-6" MIN� EDGE OF SHOULDER APPROACH VIEW NOAD CLOSURE BA291CADE DET4,IL TWO-WAY TYPE 'A' WARNIN LIGHTS REQUIRED OFFSET BARRICADES 5V AS SHOWN IN DETAIL 3 APPROACH VIEW LANE CLOSURE BARRICADE DETAIL qg�f POST MOUNTED WARNING SIGN TYPE 13BARMCADES WITH TYPE "T' REFLECTIVE SHEETING TYPE "A' LON INTENSITY FLASHING WARNING LIGHT (FOR NIGHT USEL WORK AREA 2-2 0, �o Ly 11111" m&v*mxml DETAILS OF INSTALLATION. MATERIALS AND WORXLAMSHTP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REOtXREMENTS OF THE STANDARD SPECIFICATIONS AND APPLICABLE SPECIAL PROVISIONS. ALL LETTERS AND SYMBOLS SHALL BE IN CONFORMANCE WITH REOLOREMFNTS INCLUDED N 'STANDARD ALPHABETS FOR HIGHWAY SIGNS ANn PAVEMENT MARXING- BY THE FEDERAL HIGHWAY ADVNSTRAT;O%ALL LETTERS� ARROWS AND SYMBOLS SHALL BE WHITE AND REFLECTORIZED. A DETAtLED DRAWING OF THE HANDICAPPED PARKING SYMBOL IS ILLUSTRATES IN THE 'STANDARD K(ACOAY SIGNS MANUAL' By THE FEDERAL HICKWAY ADVMSTRAT[OK PREFERENTIAL LANE SYMBOL rJr'.V-.VKr4Mr.l&'JWW-M SHOULDER �,-- EDGE OF TRAFFIC LANE I I SHOULDER EDGE OF TRAFFIC LANE EDGE LrW MARKING LWIFTE) CENTER LINE __ MARKING IYELLOWI 7 50, 12 vi NO -PASSING MARKING CENTER LINE _LL=2,1/'YELLOWI _T ----------- ­­ ---- -- --------- 3' 6.—T— SHOULDER SHOULDER EDGE LINE MARKING EDGE OF TRAFFIC LANE LANE LINE NOTE: ALWAYS LEFT OF CENTER LINE IN FFIC MARKING 011FITID TIlE DRECTION OF TRA :zz - - - - - - CENTER'WNE _ --------- - - - - - - - - - - - ____ SHOULDER EDGE OF TRAFFIC LANE I I SHOULDER NOTE�ALL DIMENSIONS SAME AS TOO WAY TRAFFIC EDGE Ll%, MARKING NNITTE) ErCF OF TRAFFIC LANE mrlar'E�� m OF TRAFFIC LANE CENTER LINE AAARKNG (YEL 0*1 50, V LANE LINE NOTE:ALWAYS LEFT OF CENTER LINE MARKING (WHTTEL 14 THE DIRECTION OF TRAFFIC 4" NO -PASSING MARKING CENTER LINE YELLOW) CENTER LINE liall I MM. --------------- -------------------------- 6.3 YZZZZZZZZZZ/Z NOTE:ALL DIMENSIONS SAME AS TWO WAY TRAFFIC SHOULDER '� EDGE OF TRAFFIC LANE I I SHOULDER TWO WAY TRAFFIC ONE WAY TRAFFIC TEMPORARY (INTERMEDIATE) PAVEMENT MARKING (SHOWS CYCLE FOR TEMPORARY CENTER LINE OR TEMPORARY LANE LINE MARKING) GENERAL NOTES DEIAIS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS, ONALF CYCLE LENGTHS (25't) WITH 2'MINIVUM STRIPE LENGTHS SHALL BE PROVIDED ON ROADWAYS (INCLUDING TEMPORARY TRAVELED WAYS)WITH REVERSE CURVATURE, CURVATURE OF OVER 5 DEGREES OR WHEN ORECTED BY THE ENGINEER TO MARK UNUSUAL ALIGNMENT OF THE TRAVELED WAY� (DNO PASSING ZONE TEMPORARY PAVEMENT MARKING IS REOUTTED TO BE PLACED, WHERE APPROPRIATE, ALONG WITH CENTERLINE TEMPORARY PAVEMENT MARK114G WHEN A SAME DAY PERMANENT PAVEMENT MARK34G ITEM IS INCLUDED IN THE CONTRACT� NOTE ARROW SYMBOL t ,�) SHOWS DIRECTION OF TRAVEL 7A cr f 59 EDGE LINE MARKING THROk" HIGHWAY — — — — — — — — — — — ING EXTENDED G)EDGE LINE MARKING EXTENDED LESS THAN 10' MI; END MARKING WHERnE CORNER RADIUS BEGINS NOTES EDGE LINES SHALL BE OMITTED THROUGH INTERSECTIONS. EDGE LINES SHALL BE CONTINUED THROUGH DRIYEWAYS. WHEN DISTANCE 'A' IS LESS THAN 250 FEET. OMIT LANE LOC. WHEN DISTANCE 'B` IS LESS THAN 100 FEET� OWT CHANNELIZING LANE LINE. ALTERNATIVE MARKING SHALL BE PROVVED WHEN SPECIFIED IN THE CONTRACT, TYPICAL SITUATIONS WHERE THIS MARKING MAY BE REQUIRED ARE WHERE THE INTERSECTION 6 ON A SHARP HORIZONTAL CURVE OR CREST VERTICAL CURVE IN AN UNLCHTED AREA SUCH THAT THE EDGE LINE MAY BE MISLEADING TO THE MOTORIST OR DISAPPEAR FROM SIGHT, LOCATE THE EDGE LOC ALONG THE TAPER WHERE 'Ir IS MYCIR MORE. MM 2 CHANNELIZING LANE LINE EDGE LINE fWHITEl MARKING RIGHT TLRN LANE CENTER LINE WARXNG---,, LAW LINE 4' ("TE) EDGE LINE OAUTTE) MINOR INTERSECTION WITHOUT CURBS F7!E EDGE LINE A. MARKING MAJOR INTERSECTIONS (INTERSECTION WITH FULL RIGHT TURN LANE OR BYPASS LANES' --EDGE LINE MARKING --- - - - - - - - - - - (DEDGE LINE MARXhG EXTENDED WHERE 'Ir M LESS THAN V END MAWING WHERE CURS BEGINS Cm NOTE� SLID IS C 8-To 6 REOURED WHEN THIS DRAWING IS CALLED FDR IN THE PLANS, MINOR INTERSECTION WITH CURBS (D(FOR SPECIAL CONDITIONS AS SPECIFIED) PALIPUPKIT UADVINr ITINOR INTERSECTION WITH CURBS (TYPICAL MARKING) NOTE' ARROW SYMBOL C­__�,>) SHOWS DIRECTION OF TRAVEL ARROW, TYPE 2 CWHITEL--1 CHANNELIZING LANE LINE B-INCH (WHITE) *VARIABLE, 3?Ml% 'A' - -5- ITYPICALT CHANNELCONG LANE LINE S-INCH CWHITE� A Wt. CD -4 0 SURFACED SHOULDER WHITE LETTERS ARROW,TYPE 2 (WHITE) 7 PC t6 - tW2 (TYPICALI 'A" FROM STOPLINE OR PC OF RADIUS LEFT TURN LANE (LENGTH 108' TO 1671 wm STOP LINE� (WHITE) VARIABLE WIDTH 12'-24'. 118" TYPJ AS SPECIFIED IN BID ITEM (D �ARRCVI TYPE 2 (WHITD <= LANE LINES IYELLOW) LANE LINE 32* —EDGE LINE (YELLOW) "EDGE LINE (WHITE)� CHANNELIZING LANE LINE 8-KH (WHITS ARROW. TYPE 2 V�WIRTE�� 'WHITE LETTERS PC .05TOP LINE� ONHITE� VARIABLE WIDTH 12"-24-, 08' TYPO AS SPECIFIED IN BID ITEM 20'-0' (TYPICAL) 81-01 VAR.. IF-O" 20"-0 (TYPICAL) 3 2W, N FROM STOPLINE OR PC OF RADIUS LEFT TURN LANE OLENGTH UNDER 1081 NOTES: STOP BAR TS REOURED ONLY WHEN SPEC[RED IN THE CONTRACT� DISTANCE MAY BE ADJUSTED TO ACCOMODATE SHORT LEFT TURN LANES� AS APPROVED BY THE ENGINEER, QA SET OF ARROWS IS REOUIRED EVERY 400'OR NEAR INTERSECTIONS OR DRIVEWAYS WITH TURNING TRAFFIC� WHITE LETTERS ---� ARROW. TYPE 2 (WHITE) __� WHITE LETTERS -7 ARROW.TYPE 2 -4 1=7 2Cr-Ol 0 STOP LINE� (WTOTE� VARIABLE WIDTH 12'-24", QS- TYP�) AS SPECIFIED IN BID ITEM &-0' ' VAR� ' g'-O' 32'-0' 8'-G' ' 20-0' (TYPICALT 32, FIX FROM STOPLINE OR PC OF RADUS LEFT TURN LANE (LENGTH OVER 1671 NOTE: SDD 15 C B-7a AND SET 15 C 7 IS REQUIRED WHEN THIS DRAWING IS CALLED FOR N THE PLANS. PAVEW CTO 51 Ln C-) CD CL CROSSWALK 6;' nW�L (WMT0 STOP LfNE IS REOURED ONLY WHEN SPICIFIED T4 THE CONTRACT VAMABLE WIDTH 12`-24' CUP TYPJ AS SPEC:FrED N BO ITOW STOP LINE AND CROSSWALK TRAFF'C S� ------ I P.C' --I =LANEI��— PAVEMENT MARKNG� CURB, tYELLOW) VEM n!� CURB� tyEL (TO 5' BEYOND P.Cj TRAFRC LAW MEDIAN CURB BULLET NOSE ISLAND NAARKTNG. tSLAND NOSE, '0 PX.) PAVEMENT WARKING� SLAW NOSE, IYFLLO' (RX. To Px.) 12"� j q-_l -y CRkNNELIZiNG LANE LLNE , _� 8 1 8- (WHITE) LARGE ISLAND tGREATER THAN 50' PERWTER OR ANY SIDE GREATER THAN Z5- BETWEEN CURVES) NOTE: ARROW SYMBOL SHOWS DIRECTION OF TRAVEL MARKING� (YELLOW� S.D.D. 15 C 8-Td EDGE LINE LANE LINE �,, ___% 4" CWHITET) 4"(YELLOW., ---------- — ---------- LIZNG LINE On Ht E R THEOR !:A E E LINE GORE POINT DOE LIN 4' (WHITEY NOTE: ARROW SYWBOL SHOWS DIRECTION OF TRAVEL LANE LINE CHANNELIZING LINE A, (WHIM r___ 50--1 8' tWHTE) EDGE LINE 00 .... 11AM", ........ . . 4'(WHITE) ql - 71,20, EDGE LINE 4'(YELLOWI . NO., I TA OM (D EDGE LINE _j 4' 1WHYTE) TYPICAL EXIT RAMP THEORUICAL CORE POINT 50� _1 EDGE LINE 4' (YELLOWI PHYSICAL GORE DIAGONAL LINE 24'fWMTE) �/ L CROSS -HATCH LINES AT EXIT RAMP GORES WHEN SPECIFIED IN THE CONTRACT EDGE LINE 4'�YELLOWI NOTE: SDD 15 C B-To IS REOUIRED WHEN THIS DRAWING IS CALLED FOR IN THE PLANS. I OF WISCONSIN OF TRANSPORTATION S.D.D. 15 C 8-7e EDGE LINE 4' (YELLOWI PHYSICAL GORE DIAGONAL LINE 24'fWMTE) �/ L CROSS -HATCH LINES AT EXIT RAMP GORES WHEN SPECIFIED IN THE CONTRACT EDGE LINE 4'�YELLOWI NOTE: SDD 15 C B-To IS REOUIRED WHEN THIS DRAWING IS CALLED FOR IN THE PLANS. I OF WISCONSIN OF TRANSPORTATION S.D.D. 15 C 8-7e fflilp�� fl SYMBOLS WORK AREA FLAGGER� EQUIPPED WITH STOP/SLOW PADDLE FASTENED ON SUPPORT STAFF SIGN ON PORTABLE OR PERMANENT SUPPORT VARIABLE DISTANCE SCOUTYINCAL) SW&TYPICAL)-- SWW*L—, 2O(YTO 30(r(TYPICALI— <go, 2>0 - 4 (D FOR A MOVING 1CRX OPERATION. SICNNG FOR BOTH DIRECTIONS S14XLL BE REESTABLISHED tAS SUULTANEOUSLY AS PRACTICAL) AT APPROXIMATELY 3500 FOOT INTERVALS IN THE MOVING WORK OPERATION OR AS DIRECTED BY THE ENCTIEEFL SIGN NOT REOUKRED IF FLAGGNG OPERATION OCCURS WITHIN A SIGNED ROAD WORK ZONE- AREA. I USE OF THE SE PREPARED TO STOr SIGN IS OPTIONAL. WHEN USED� THIS SIGN SHALL BE LOCATED BETWEEN THE W20-To AND W20-4 SIGNS. A 500- TYPICAL SPACING SHALL BE < PROVIDED BETWEEN THE SIGNS. W20-Tb& > W20-4 TO 3CO`tTYPTCA0-- SogM--, 50(YITYPICAL) 500'ITYPICALI - (D DETAILS OF TRAFFIC CONTROL DEMES AM INSTALLATION NOT SHOWN ON THIS DRAWNG SHALL CONFORM TO THE PERTINENT REGUIREMENTS OF THE STANDARD SPECIRCATIONS, THE SPECIAL PROVTSIONS� AND THE MANUAL 04 UNIFORM TRAFFIC CONTROL DEVICES. THE EXACT NUMBER. LOCATION A40 SPACING OF ALL SIGNS AND DEVICES (AND THE LOCATION OF ALL FLACCERSISHALL BE ADJUSTED TO FIT FIELD CORN14NS AS DIRECTED BY THE ENGINEER. THE TROT ADVANCE VAIT LNG S!GN SHOULD TYPICALLY BE LOCATED IN ADVANCE OF THE ANTICIPATED TRAFFIC BACKUP OR OUEUE� %HEN A SIDE ROAD OR RAMP NTERSECTS THE FACILITY ON WFCH THE WORK IS BEING PERFORMED, ADDITIONAL TRAFFIC CONTROLS SIULL BE PROVIDED AS SPECIFIED 14 TIIE PLANS ANDIOR TW SPECIAL PROVISIONS OR AS DIRECTED BY T14E ENCITEER, FLACCERS SHALL BE IN SIGHT OF EACH OTHER OR IN DIRECT COMMUNICATION AT ALL TWE& THEY SHALL BE EOUPPED %TIN STOP/SLOW PADDLES FASTENED ON SUPPORT STAFFS. WHEN THE FLAGG:NG OPERATION IS NOT IN EFFECT, THE 'FLAGGER AHEAD, THE 'ROAD WORK AHEAD" AND THE ONE LANE ROAD AHEAD' SIGNS SHALL BE COVERED OR REMOVED AND THE HIGHWAY RESTOREID TO NORMAL OPERATIONL <= I �. Ell L , ffifiu'_O�� 9M T_ 7' -3" I I a D T_ .6'-3" C U D:1 11 2LU J_ 5' -3" Edge of Pavement_ \"4. 1 The existance of curb and gutter does not in itself mandate the vertical clearance illustrated. That height is typically where there is sidewalk adjacent to the roadway or parking is permitted. I raw M aw" 1. Sign assemblies wider than 4 feet or larger than 20 sq. ft. shall be mounted on multiple posts. See plate A4-4 for typical installations. 2. For expressway and freeways installations, the minimum mounting height is 7R-3k'+ or 6'-3"+— depending upon the existonce of G sub -sign. 3.For Route Marker assemblies or J panels, the minimum mounting hei ght i s 7'- 3" ± or 5'- 3" ± depending upon urban/rural area. 4. The (±) tolerance for the mounting height is 3 inches. �­­ ­ �. � = = � ---. Area of Sign Installation E Sq. Ft.) 6 feet from edge of a paved shoulder or TYPICAL INSTALLATION 12 feet from the edge of pavement (edgeline OF PERMANENT TYPE II SIGNS ON SINGLE POSTS location), whichever is greater unless WtSCONSIN DEFT OF TRANSPORTATION directed by project engineer. APPROVED T - 11*�'Z.7­ , <IA-. di _F T'-3*' t D D U 'i D 0 I f-- Edge of 5' 3" 1 Pavement I DIAMOND SHAPED SIGNS VTM1i0*Ta7WrA==M' 14 D L VA T_ 4'-3" I 1 11 1' T - D 11 to 1: D It + IJ t) .K_ * - .. - f7— Edge of 5'-3" Pavement SIGN SHAPE OTHER THAN DIAMOND (Two Post Installations) IMERK M3_4 RF�J�� I*-- L 1. For 3 post i nstallati ons, post spacing is S/2 and S must be greater than 7'-0". E- S/2- S/24EJ -installations, 2. For 4 post post spacing is S/3 and S must be greater T71�11 D 11 than 10'-6". IN D D it 19 U 3.For expressway and freeways installations, the minimum mounting height is 71-311+ or 6'-3"± depending upon the existance of a sub- si gn. 4.The W tolerance f or the mounting height is 3 inches. 6 feet from edge of a paved shoulder or 12 feet from the edge of pavement (edgeline location), whichever is greater unless directed by project engineer. The existance of curb and gutter does not in itself mandate the vertical clearance illustrated. That height is typically where there is sidewalk adjacent to the roadway or parking is permitted. POST EMBEDMENT DEPTH Area of Sign Installation Sq. Ft. W "Oh- PAI M 5 0 En SIGN SHALL BE MOUNTED TO PROJECT 1"t 1/2" ABOVE THE TOP OF THE POST si gn ;�'f ace tef Ion washer steel washer Washer Placement when Sign Has Type H Face Im Nuts, bolts and logs used for mounting signs shall have hexagonal heads and shall be either a. Hot dip or mechanically galvanized in accordance with ASTM Desi gnati on: A 153, Class D, or b. Cadmium plated in accordance with ASTM Desi gnoti on : B 766 TYPE 3, Class 12, or c.Electro-golvonized in accordance with ASTM Designation : B, 633, TYPE III, SC 3. Threads on bolts and nuts shall be manufactured with sufficient allowance for the cadmium plate or golvGnized coating to permit the nuts to run freely on the bolts. LAG SCREWS - X 3" MACHINE BUTS - X 6-1/2" or T" Length w/ nuts WASHERS - V O.D. X %" I.D. X V16 " STEEL f or signs 24x24 and smaller. 1-114" O.D. X %" I.D. X Y16" STEEL for signs 24x3O to 36x48. 1- 1/2" O.D. X Y16 " I.D. X Y16 " STEEL f or sl gns 48x48 and larger. 1- 114" O.D. X %" I.D. X .080 TEFLON f or all Type H signs. Two different fastening systems are shown for illustration purposes only. On any individualsign, either one or the other system shall be used unless otherwise indicated in the special provisions. :ATTACHMENT OF SIGNS� TO WOOD POSTS APPROVED DATE 4/3/96 PLATE No� A4-8.3 WNSOOT/CADDS SHEET 42 H 17. I 4 L--J GENERAL NOTES L All 4 x 6 Wood Posts sholl be modified by having two 1112" diameter holes drilled perpendicular to the roadway centerline. 4 X &WOOD POST MODIFICATIONS Wj �,/Mrvmrl- 4rstoo Trat"C "f*r," DATE 3/2T/9 PLATE NO. WISDOT/CADDS "ECT ff 0 mi I 60 W F G I- H G I- H F- G I- H G -i- 11 0 A W21-61 --I— NOTES 1. Sign is Type II - Reflective - reference WIS DOT Standard Specification for HIGHWAY and STRUCTURE CONSTRUCTION latest edition. 2. Color: Background - White Message - Black 3. Message Series - D 4. Corners may be square or rounded when base material is plywood but borders shall be rounded as shown. When base material is metal, the corners and borders shall be rounded. C z Wn al�� MAEMEM M1 IMMMEM M2 go mmm = MIM ; EMMM 1j P G F 4 1 H B 4 F I G WOM-11W NOTES 1. Sign is Type II - Reflective - reference WIS DOT Standard Specification for HIGHWAY and STRUCTURE CONSTRUCTION latest edition. 2. Color: Background - Yellow Message - Black 3. Message Series - D 4. Corners may be square or rounded when bose material Is plywood but borders sholl be rounded as shown. When base,moterict Is metal, the corners and borders sholl be rounded. 5. Substitute appropriate numerals and optically adjust spacing to achieve proper balance. STANDARD SIGN W57-51 -:1-1 TYPE CODE � X --A-TERRO E STA OJECT NUMBER ISHEET NO. I -------- -7-2-00-04-71 1 8.1 1 GENERAL NOTES DRAWNCS SHALL NOT BE SCALED. BAR STEEL REINFORCEMENT SHALL BE EMBEDDED 2 NCR-S CLEAR LNLESS SHOHN OR 40TED OTHERWISE, TPE URFER 0,VTS OF EXCAVATION FOR STRUCTURES SHALL BE THE EMTiNG ALL SPA ES EXCAVITFD tND NOT Q:CUPIED BY THE NEW STRUCTURE SHALL BE 3ACKFILLED WITH rRANULAR BACKFfLL TO THE ELEVATON AND SECTION EXISTING PRIOR rO EXCAVAIMN WITH'N rl`� LENGTH OF THE CULVERT, IF, CW;CrETE IN THE CUTOFF WALLS MAY EE PLACED UNDERWATER [P THE EXCAVATON BE DEWAT�REO� 7ITirimffow. LIVELOAD: HS20 EART�LOAD: DESIGNED FCR 10.0 F7.QF FILL STRENGTH C-SJCN METHOD: CONCRETE MASONRY f�- 3500 P�S'�� RGH STRENGTH BAR STEEL RETNFURCELJENT — f, = Soon P.Sj. HYDRAULIC DATA S. T.H. 35 100 YEAR FrEOUE"cY A.UI�T� 15650 ( 2017 CIOG 2�0 C�F.C7-- R'D'S' 65 �LPJA. VEL� 5,0 FY.5� Hff. EL. 934�? CRANAGE AREA � 4.0 SO.ML OVERTOPPING RDWY� T N.A. KV �of � 1. L AYSUT 2. SET MLS 3� DETAILS 4. D-, T 4 1 L S, 5� SUBSURFACE EXPLORATION BROCE OFFICE CONTACT KENT BRILER 1608)266-8490 CON SLOW! tGOSQ66-5068 TOTAL ESTIL4ATED QUANTITIES '4d DATE [ REIA*14 I STATE OF WISCONSN SO �TEMS RFMOONG OLD BRIPGE, STA� 335770�00 L.S. 0vPARTN'-rJ OF TRANSPORtA71St� DIVISION OF RGHWAYS STRUCTURE C-55-24 EXCAVATRN FOR S7RUCTUR-S, CULVERTS L�S. CCNCRETE MASONRY�CLTLVERTL 14T C.Y� HOH STRENCTR BAR STEEL REINAORCEVENT. CULVERTS RUBBERIZED MEVSRANE WhTERPROPUNG 32.500 LES. 5 S.y� S.T.H, 35 OVER TRIS, KINIACKNNIC RIVER COUNly SI . CF, 01 15�9 NON -BID �TEPAS 11 CIEVIL" 5FCc. AAS 94 S 2�11 "T�c,T' 1989 2C�T' I FULER y'- wE _ _S DIA-4 — —]TO --- _ P� AIIS I'l A111 SHEET 1 0- 5 LAYOUT DATE: JULY '95' < IZ.7200-04-00 ELAN QL XTERIOR PANEL USE IDENTICAL STEEL IN OTHER PANELS. 16 '- 3 0 R 1344 Cri 6- 9 64111 B R'2 /- 42 5 8415 AT P- 6� J'-7 r FrLLET TYPICAL ALL CORNEPS� B409 B410 5 B40B AT P SALT 8406 \- B405 L 6602 B603 L B401 B404 ALL LONGITUDINAL BARS NOT IDENTIFIED ARE BIBB AS SHOWN� TYPICAL SECTION OPTIONAL CONST� JQNT� OMIT r PILLET !P OPTIONAL CONST� JOINT IS USED, STATE PROjECT NUIJBER 7200-04-71 No. m BILL QF BARS _�0,640 LBS THE FIRST OR FIRST AND SECOND DIGIT OF THE MARK SIGNYIES THE BAR St� THE CIYENSION IN THE 6ENT COLUMN ;5 THE OUT TO OUT HORIZONTAL LEG OF A 'L' SHAPED BAR. MARK UMBE E(SEL LENGT BEN CUTTING DIAG, LOCATION B401 1360 6-5 -3 NO— CORNERS B602 ISO L-Z NO NO PnTTnU F� AR TRANS. B603 155 4-3 NO NO BOTTOM SLAB TRANS� — B404 185 LB-8 NO NO BOTTOM SLAB TRANS. B405 360 6-2 No NO BOTTOM SLAB TRANS� — B406 200 2-0 No NO BOTTOM SLAB DOWELS B407 200 2-0 Nn NO BOTTOM SLAB DOWELS OAKS 540 19-11 — _0 " - BARS Nog 200 b-U NO no VERT. IN WALLS 6410 200 f-v 1-0 NO VERT� IN WALLS B4R 195 IT -5 NO NO TOP SLAB - TRANS, HALF 360 Il-z NO NO TOP SLAB - TRANS� SAM 160 L-4 No NO tui, SLAB - TRANS, RA14 155 4-3 NO No TOP SLAB - TRANS, NIF 100 YU -it NO NO TOP SLAB - LON(ST, 8416 4 IB -5 F40 No HEADERS R317 52 Z-" ypq No HI:ADERS B416 831T AT 9"CENTERS 6518 AT 12"CENTERS LED YE-RILA LS-01ta-1 NO. DATE REOSION By STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION WASION OF -ru-Avc STRUCTURE C-55-24 51 Loy R" DHB DETAILS .W= SHEET 2 7 0 4 D 0 2 N,SEVEL --7 U402 0 OACC"sl.. Q�NT LIS ,U l'-O DHIC12 D ?o 401 OV-0 CUT-OFF WALLS SECTMN THqU THE WALLS SPEET PiUNG --- '] M��IUWER TPICK. � %1N.) ALTERNATE CUT-OFF WALLS THE ABOVE ALT, MAY BE USED R LIEU CF 7PE CAST-N-PLACE C014C. CLIT-OFF W�LLS. PAYMENT WILL 81 BASED CN THE MIC, CUT-CPF WALLS. 2 1% eEVEL IS N - BARS BEFCRE CUTHNG 0. C, EWT)LE AND W�RY CUT RAPS WITH BAR US. MARK AND CUT AL� EARS ALONG TKS LN-. VAKE A�l, CUTS NORMAL TO BAR AXIS. BENT BARS N CUTTING ErAcnm To F'S SEGr AFTER CUMNE, MARK D F SETS PEOD ---io-3 U529 TT-�- 0403 L_�l 4 19 -2 5 1 7 7- 5-r BILL OF BARS 1860 LBS. THE FIRST MIT OF THE MARK SIGRATIES THE BAR SIZE. THE CIVENSION N THE BENT COLUUN IS TPE OUT TO OUX HORIZONTAL LEG OF A L - SH4PED BAR, __j SECTION ELEVATION I U516� U523 D510. D517 H 0 R I Z. C GDSR�. J I. r FILLE TO YP.) ON STEEL --, -6 D411, D418— - 3 WING 3&4 1 Y- 3 LWMGR,2 SECTION THRU WINGS AT RIGHT ANGLES TO WING WALLS PLAN 17 SPACES AT 0'-12 U522 6-3 u5i; A: LAM U4 19 A HORIZ� CONST, JT� U417 WhLl U SPACES AT 0'-12 U529 I r 0' a 23 U427 U4250- I 11126 HOlIZ. COIST. 4TI, WIN" d NAME PLATE a., IF 9 0' 2 *EXTEND FILLER FROM RORIZ. CONST� JT, TO TOP OF WING4 00 NOT R G-01 ANY STEEL THRU JOINT FI 'LE7R CORNER I CORNER 3 -4 r BEVEL TYPICAL Y�- FILLER TYPICAL 18'RUBSERIZED MEMBRANE WATERPRCOFNG EXTEND FROM RORIZ�CONST�jOINT TO &�R TOP' OF WALL, _�ORNER 4 It SPACES AT 0'-12'/z 0516 J T �Lr— :-- -0510 ID415 OILY D41 D4U HORU!� CONST. JT, L D411 WING 3 WING A L STH 35 Near Radio Road, River Foils, Hudson. 1-94 Road, St. Croix County 940 930 920 910 900 He/ 4 (S' 14 (), R a, ffm m STATE PROJECT NUMBER ISHEET PV)� 7200 ABSR-vH,TiON5 F—FRE M—MEDIUM C--cOARSE WS—WEATHERED SCI—SOUND MATERIAL SYMBOLS TOPSOIL ID SILT El SANDSTONE :3 SAND ED PEAT ED I-DAESTONIE M GRAVEL M CLAY 0 IGNEOUS ROCK 95/6A95 BLOWS FOR 6" PENETRATION PROBING TAKEN WITH A 350-W% FALLING 16" ON A 2" ROBING PROBING NO. STA� ELEVATION 7 AVIRACE FLOWS PER FOOT O.D, PRINT. F REFUSAL 95/6 LEGEND OF BORING BOFHNG NO. ELEV. STA� UNCONFINED STRENGTH L4fD? RANDY GRAVFL BLOWS PER FT USING 140- WT FALLING 30" �f: BOULDERS OR WASH SAMPLE J.', � SAND SHELBY TUBE— S.T. 7 LIMESTONE GROUND WATER ELEVATION 7—Z�F SLLTY CLAY NO GROUND RATE OBSERVED ABOVE so THIS ELEVATION UNLESS GIPERWISE SPPCIFFD,TR.E BLOWS PER FOOT AT fl-F LOC4TIONS IRCITATED ARE BASED CIA CR;V'I!C A OZ.XL4' LD.SPLIT SPOON SAMPLER WITH A 140� FARMER HAVING A FREE ML OF 30'. THE SLOW COUNT 6 TAKEN ".T TGtSTURSED SOI NMEMATELY BELOW A CASED OR OPEN PCLE ELMNATING ErE FRICTION ON THE DRIVE ROL SUBSURFACE EXPLORATMN FOR FOUNDATION DESIGN AND DOPERS �NFORIAATION TO OBTAIN PELATWE DATA CONCERNNG THE CHARACTER OF MATEP14L IN AND UPON WHFH TH, FOUNDATION M'GRT WE 6OIT. DOOMS AHT/Op Swz"4s WEPE wrF AT P0,47S APPROXNATE0 AS NOICAIED ON 7H* ORArN' -THE DATA PRESENTED HEREIN PEPRESENTS TPE FINDRDS U` �HE WJSVRFACE EXRORATX04S M0E, HOWEVERCErAUSE TFE CIPTHS NVESTMATEN APE OWTED AND 7PP AREA OF THE SORNDS ANT/CP SWO)NIS �S VERY SVAL� N REL , T),Y4 TO TPI� ENTRE AREPTI-E 0P`NCN CP HSHwXYS QOES 140T W.-RPVN CRNRTMNS B�LOW TPt CEPPIS INVESMATEC RR THAT TPF, CLASS7,rhTO4 OF MATERIAL ETORNTERET) N PYZEE PjVErT�,T,%TrNS IS NPCESSAIFLY TYNIAL U THE ENTIPE S�TE. LLLD-11 T 1-1—REVIISN BY STATE BE WDOGNSN 920 D-PARTU-N7 OF TP.&NSPORTATION MY66N OF HIGHWAYS STRUCTURE C-55-24 c0nsr� SPAWN BY Oy PLANS CKI. 0 HE SUBSURFACE goo —j EXPLORATION I I L wGi T C'UTLET I Lol � — V-10 IF BULI APRON AND END OF BOX LEVEL I INI 2' BEVEL—,, AT 34'- 6 � RIM STA.441+47J9— \ \ 7 N 'o BULD APRON AND END OF BOX LEVEL CULVERT -T INLET I, �HIUE PLATE SEE SHT,4, FILM'! To 7. 7 $1 IiS ST -OOD, L REMOVE EXIST. STRUCTURE CONC. DECK, STEEL G;RDERS� AND TUBER ABUTS. (6-55-5L HEADER - FOR DETAILS SEE SHT�Z, SOT�SLAB VERT�CONST�JT, HEADER - FOR DETAILS SEE SHT�2� TOP SLAB Ll HDPIZ� CONST. JT, TYPE CODE = X STATE PROJECT NUMBER SHEET NO, 7200-04-71 1 8.& Z%55016EM DRAWINGS SHALL HOT BE SCALED, BAR STEEL REFFORCEPEN1 SHALL BE EMBEDDED 2 INCHES CLEAR UNLESS SHOWN OR NOTED OTHERWISE, THE UPPER LIMITS OF EXCAVATION FOR STRUCTURES SHALL BE THE EXISTING GROUNDLINE, U-L SPACES EXCAVATED AND NOT OCCUPIED BY THE NEW STRUCTURE $FALL BE BACKFPLLED WITH GRANULAR BACKFILL TO THE ELEVA7104 AND SECTIOV EXISTING PRIOR TO EXCAVATION WOH!N THE LENGTH OF THE CULVERT. THE CONCRETE IN THE CUTOFF WALLS MAY BE PLACED UNDERWATER fF THE EXCAVATION CANNOT BE OEWATERED7 F�� LFVELOAD� MS20 EARTHLOAD: DESIGNED FOR 2�0 FT�OF FILL, �'T-PENrTH DESIGN mETHoo: Z -'��ASONRY �- 3500 P,S�I- ONCRETE RICH STRENGTH BAR STEEL REINFORCEMENT- fY 60000 P,S-1- TRAFFIC VOLUME SJJi. 35 A,6-.T---164O0 ( 2017 R,D.S� - 65 MPHL fflmuvr��� BID ITEMS REMOVING OLD BRIDGE, SIA.441-19.5 EXCAVATION FOR STRUCTURES, CULVERTS CONCRETE MASONRY,CULVERTS 314 HIGH STRENGTH BAR STEEL REINFORCEMENT, CULVERTS --- 47,070 LBS�. RUBBERIZED MEMBRANE WATERPROOFING 4 S�y. NON -NI) ITEMS FILLER ---- Y,- SIZE mrffi�� FDO YEAR FREQUENCY a too - 350 C�F�S. VEL� - 9.6 F�P.S. Hw, z EL. 922�O DR-"IAGE AREA � LB SO. AIL OVERTOPPING ROWY� � N,A� L LAYOUT 2. DETAILS 3, DETAILS 4. DETAILS 5, SUBSURFACE EXPLORATION BRIDGE OFFICE CONIACIS � KENT FALLER (6081266,8490 CHRIS FOLTMAN (608)266-5094 SO� DATE STATE 0- WISCONSN DEPARTMOLT CF TRANSPORTATION Dl�fSION OF _MGHWAYS STRUCTURE B-55-162 Mot. 35 OVER CLOVER LAWN CREEK z Lowy ST. CROIX TROY - DES" SPEC. AASHTO It 94 LOAD HS-2000NST SPEC. 1989 un DESIGNES� DESIGN D AWN PtANs BY COW OFF' F ' W ' G A B.W. PIK D.. APPR 'DIVES" c.,r 7 TIRAL DESIGN EN E, DATE ul < SO SHEET I OF 5 m " LAYOUT NO W DATE�5-95 I.M2000400 BILL OF BARS 7HT FIRST OR FRET AND SECOND DD�T OF THE MARK IH-, )WENSION IN TK BENT COLUIAN IS THE OUT TO cF,A -L- SHARED BAR, , 81 r7 __j T] B317 BA 16 B317 AT 9'CENTERS PLAN VIEW OF EXTERIOR PANEL BEVEL TO EXTEND uSE IDENTICAL STEEL 114 OTHER PAILEM BE7WEEN INSIDE FACES OF BOX WALLS. usiMu-iffiu BEVEL NLET END ONLY. IgEjjf AM ,PT.CONST.JT. - OlAr �" rR-LET IF CPT. CONST. JT. 5 USED. ALL LCNGF-,UT)T4AL BARS NOT ZENTTIED APE RICO AS SHOAIL TYPICAL SECTION THRU BOX -'-C — B5L3 ' ' A N U AT 12'CENTERS —"N � f i EE ( RF"ACEO '�'E�VZLED IP13SLOA F850OX IAT�� SO 0 BC OA IF SLAB THSKNESS. YLPTICAL CONSTRUCIQN NT -,nL 2.1 (0 x To 11w I U,Ifl,U4 SECTION ELEVATON INLET NOSE DETAILS HORIZ� CCNST� JT� APBO�I, ST 3 WING 1&2 SECTION THRU WINGS AT R�GHT ANGLES TO WING WALLT 4,D4CO 11 SPACES AT 0'- 2 --I r LI510 U412 U413 HOPLZ� CONST� JT, WINQ I 9 SPACES AT U521 Lq 'a U419 HCRIZ� CONST, JT, ffl!Q-Z U-3 4� 6, "EXTEND FkLER FROM JT. TO TOP OF IUNG�OG '0 R T�Z - C'N ' 0 ANY STEEL THRU JO!NT FILLETR. CORNER I CORNER 3 d-% I` BEVEL TYPICAL PS4 N* FILLER TYPICAL ::�Lc 18' RUBBERIZED MEMBRANE WATERPROOFING EXTEI'L) FROM HOME. CONST� JO�NT TO TOP OF WALL, -_�_ CORNER 2 CORNER 4 CORNER DETAILS 9 SPACES Al D51B D417 D416 - D415 HOW. CONST, JT� D414 MRQ-1 F OAME PLATE It SPACES AT 0*-13 D524 D4?1 D420 un �H 35 NeGr Clover Road. River Foils - Hudson 1-94 Road. St. Croix County am= I S % I q, It 4 % 930 920 910 Soo 890 880 870 860 930 — 920 — 910 89D 880 870 860 Alr� NLTM—BER ::hLU -NM Ti6 0-04-7/ 8.10 ABBREVIATIONS F—Fire M—Meduss C—Ccia,5e Ws —Weathered So— Sound MATERIAL SYMBOLS Topwil ED Silt Sisrdstcre Sand Peat Lmv�wry Ga,al Clog (D= Ts�u,u, Rock LEGEND OF PROBING prcbinq� No� Stm 95/6zq5 Blo, For 6, Elevatic,i penati-atiori Peobung taken wth a fnwne Mae, Re, Fest 350- Wt. Falling 18' on a 2* 0.0� Point. Refusal 95/6 LEGEND OF BORM Boning No. Sta� Uroonf':ned Strength Sondy G,a,al "'a'; P U,,n 140 W Falling 30' F Wash Semple---J Boulders or Cobbles Send Shelbu Tubo—SJ. --%— G,eumd Veto, Ele,ation �=-F Solty Clay No Ground Wat-,V--' Ob"rvod ALn,, so This Elevation Limestone Unless ou,"i" specif u&TL the Wei* p� fact at the locauems indicated iio based w drivrig a Z- = - 1.4' I'm split Vase sarprer stth a 140- haimier havIN a r," raii or 28% The bla,, c=t is take, m untitW ofl immedia"19 here. a owed or arm hole elo-watang Vde rricum an the &t" pi^ SUBSURFACE EXPLORATION FOR FGUNDATtON DESIGN AND BIDDERS INFCRMATION To obta" �ts ..s,�'N uiw or m C"d mpau �mh 0,* ro"'d.uan �,ht be or.1t luorr,,i onl/, at om, ppp,n.wT, on ti,,, d .. T" doita rr�td �.tn ra,r�ts t�� rindira, or the s�b�r� orp1wouoo,, soes� T� 1"too e,oi �.Np or�/, vn,�k 'r D,,, �r 6� rut ii� e",J, mmu'pto�3 o, i�nt tK, or STATE OF WISCOsSIN LEPART�TZNT CF TRANSPORTATION DIVISION OF HIGHWAYS STRUCTURE B-55-162 1989 CRAi0i BY TTGB.W. PLA� OIL SUBSURFACE-: SHEFT 5 EXPLORATION L__[!!! t in m I OUTLET =A , �'APR LEVEL OUTLET EL.919,80 2' BEVEL— SHEFT TRAlER COURT DRIVEWAY (3D A — --- — — — — — — — I S, POSTS I M STA 16-71 I CULVE RT 14) 1 DAVE PLATE H 'SIE 0 P` L �A l'i , I I`A� BILLS APRON IOP SLAB 0 PDT, SLAB 'C L HORIZ� CONST � J7. ELEVATION NLET ELMS= 17--'IDSV'SL� TYPE CODE r X 7 STATE PROJECT NUMBER ISHEET NO, I ------- - - ------ f 8 111 7200-04- 71 MM�* DRAW;NGS SHALL ACT BE SCALED, BAR STEEL REINFORCEMENT SHALL BE EMBEDDED 2 INCHES CLEAR UNLESS SHOWS OR NOTES OTHERWISE. THE UPPER LIVOTS OF EXCAVATION FOR STRUCTURES SHALL BE THE EXISTING GROUNDUNE. ALL SPACES EXCAVATED AND NOT OCCUPIED BY THE NEW STRUCTURE SHaLL BE IOACKFILLED WITH GRANULAR BACKFILL TO THE ELEVATION &ND SECTION EXISTING PRK)R TO EYCAVATR)N WORN THE LENGTH OF 7HE CULVERT� H CONCRETE IN THE &TOFF WALLS MAY BE PLACED UNDERWATER IF THE EXCAVATION CAN�ZT BE CFEWATEREIF� 7#4999FIM LIVELOAD: HS20 EARTPtOAD: DESIGNED FOR 2.0 FT,OF FILL, ST�RPGTR DESIGN METHOD: CONCRETE MASONRY — -- --- ft z 3500 Nr�GH STRENGTH BAR SIEEL '10NFORCEMENT — fy = 60000 p,s�t, TRAFFIC VOLUME HYDRAULIC DATA I.H. 35 100 YEAR FREQUENCY A.6—.T--100 2017 0 - - 350 C.F�S� R.DLS, � 15 M.P,K In VEL. - 9.2 F,P.S. M = EL� 92M DRAINAGE AREA � LS M W� OVERTOPFONG RDWY, � N�A, TOTAL ESTIMATED QUANTITIES SO ITENS EXCAVATiCYY FOR STPLOTURES,CULVERTS I L S. CCNCRETE MASONRY, CULVERTS 95 ciy� HOY STRENGTH BAR STEL RSINFORCEKNT,CULVERTS -- 10,690 CBS, RUBBER[iiD MEMPRANE 4 S�Y� STrUCTUR4L CARBON 25 CBS, N014-1312 0,ms FrLILER SIZE lffll�# � L LAYOUT 7— DE?AILS 3� DETAILS 4� DETAILS 5� SUBSURFACE EXPLORATION *4 DATEJ ......... LL%qSX4 By ............... J_ STATE Or WTSCONO4 CEPARTVENT CF TRANSPORTATICN DIVISION OF HIGHWAYS STRUCTURE B-55-163 TRAkER COURT DRIVEWAY OVER CLOVER AAWN CREEK RM TROY ES ON SPEC. AASHTO 1994 L010 HS S-20 C TSK r, L439 F WET I OF 5 I AVA)HT DATE: 5�95 1 W" 7� 0.72000400 16 B40S AT 2- (Y' — -------------- — ---------- 7 --a-4077AT-O� F B408 22 8712 AT V- S" 30 6613 AT V- I" 29 6614 AT V I' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 52 8107 AT T L B4os 23 8711 AT Y- 5' 11 .1. 1 � I � I ELAN VIEW OF EXTERIOR PANEL Zb-U 12 0 8711 BG14 6501 ]FL'D B712 B613 CC I" FILLET TYP. ALL ERS.- 2- 1 64C9 BOIX) 8 B408 AT 1'- 6' W07 B406 5504 ALL LONG�TUDML BARS NOT DENWED ARE 8408 AS SHOW4. TYPICAL SECTION THRU BOX LB501 O'PT. CONST. JT� - CWT I' FILLET IF OPT, CONST. JT. IS USED, a, F-1 —j Tl-b B317 TP�E TH- OF �-O 8416 1-1 All B317 AT 9-CENTERS 1 0 BEVEL TO EXTEM 1-6 BETWEEN 14SOE FACES OF BOX W jSjMg_, BEVEL INLET END V5N:FI"5 lH- 8 OUT HFRIZQ'IiAL x 00 Of 2 1% BE VEL FF-0lT,COHIT­G'Nl D401 OV-0 U402 CS-0 Lgot IL-0 CUT-OFF WALLS LLLT LLE r SECTION THOU THE WALLS SYM� A30UT C/L POST _7� m - L"XS' TIVB� R POSTS FU�P�ISPEO WITH BEA� GUAIRD.INSTA�LED BY CONTRACTOR. -40fl,' SLOTTED HOILES PLAN 1) / - CIA. HOLES N TIVPER IT-6 / 6,x I Obk� HOLES N PLATE PLATE—,— U-i A V 2 TECO LCAR ATES 'MTH U-3 3'XI O'X%" PLATE 4 3'X3'l'/,` PLATE '�I- UIA� A449 BOLTS WITH NUTS AND VACFFRS� ALTERNATE ANCHORS OF EQUIVALENT D404 I CAPACITY MAY BE SUBS11TUTED, NO7E'PLA7ES BOLTS�IIUTS, 'WASHERS �NGHS, ANG S46LL PIE GALVANIZED ITYP.Y 7 9 EL EVATION D409'09 04110 ] D411 GUARD B E D412 ($)RED D� TO BE PAST FOR AS 'STPUCTURAL CARBCN STEEL% SHEET PILING OA..N.WEB THtK.� Y"N.) ID-02 RI 0 ___- I ��V-o ALTERNATE CUT-OFF WALLS THE ABOVE ALT,MAY EE USED N L17U OF TH-_ INLET CAST-tTHPLACE CONC. CUT-OFF WALLS� PAYMENT ,ylL BE BASED ON THE CON17,CUT-OFF WALLS, 6 /-2 IN, BEVEL NO�OF BARS BEFORE CUTTING BUNDLE AND NARK CUT BARS WITH BAR NO. MARK AND CUT ALL BARS ALONG DIIS LRH­.MAKE ALL CUTS NORMAL f6 BAR AXIS, BENT BARS �N CUTTING DIAGRAM TO BE BEST AFTER CUTTING, CUT ILN�� PEEP SETS UP03 27-5 25-9 4 LE, I E 5 -6 10 D4103 18-4 IS - 9 9 D513 9 12 BILL OF BARS TR,7 FBIST DBIT 0, THE PARK S�GIAFES THE iIAR SIM �H- DIMENSK)N IN IRE BENT COLUMN IS ll� OUT 10 OUT HOMZO.TITAL LEG OF A L - SHAPED BAR, 11 SECTION ELEVATION LN�L�T NOSF DETAILS HORQ, CONS1. Jl� APPON STEE U —�3:L -� Tlllj IX2 SECTION THRU WINGS AT RIGHT ANGLES TO WING WALLS pi nr rnwpi PTF PLAN STATE PROJECT NUMBER 7200-04-71 'S *EXTEND RLLER FROM HORIZ 7 6� JT� 7 0 TOP OF WING� DO NOT RUN ANY STEEL THRU JONT FILLER, 4O-1 D-2 CORNER I CORNER 3 ' �2 r BEVEL TYPICAL FILLER TYPICAL IF" RUPSERIZED VEIrITANE W4TERPROOFNG 5,' EXTEND FROM HORIZ. CONST� JOINT TO TOP OF WALL, CORNER 2 CORNER 4 LUKNLK ut I AILS NAIVE PLATE - WING 4 ONLY 9 SPACES AT 0'-121z U515 11 SPACES AT O�-IIL? LON - U414 714 7 U412 UNA 0416 -.D4C / HoRtZ. CONST. JT, 4 ROPIZ. CONST� JT� L D4t4 U411 Maj� 4 z STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION In DIVISION OF RGHWAYS STRUCTURE B-55-163 STH 35 Neor Glover Road, River Falls - Hudson 1-94 Road, St. Croix County I BOR-2,0 I J- 0 BOR-3 930 920 910 900 890 880 870 860 In Ln Ow OBOR-4 ,)BOR-1 an 920 M im 9E 860 ABBREVIATIONS F—Fire M— Medium C—Cowse j wl—wivi,the'ed So— Sound MATE�5[- ��MBDLS Topsoil M Silt Sandstone Send Peat Limestone Gravel Clay Igneous Rock 95/6-95 Blo.s for 6' Penetration Probing taken ith a 350- Wt. Falling 18* on a 2' Probing No. Ste. Elevation 7 Awor Bloes Per Foot O.D. Point. Refusal 95/6 LEGEND OF BORING Boring No. Elev� Sta. umonrtned Strength 7 Sandy Gravel Blo., Par Fu---f Using 140- Wt. Falling 3Qr F Wash Samples/ Boulders or Sa,,cl Shelby T.be—S.T. Ground Water Elevation Silty Clay No Ground We N tpr-)�— " Observed Above So This Elevation � Limestone U,lers otheriise specified. the blows per feet at the Imatrixm indicated one based on driing a 2M. LV 11). split spopri sampler .10, a 140- ho�.vr h"Ing 0 Free Fall of 30'. The blov coirit is taken in wdsorbed sod 2.edNawIq belov a cased or open hole eltimnaung side Frictim or the d'1ve pipe. SUBSURFACE EXPLORATION FOR FOUNDATION DESIGN AND BIDDERS INFORMATION T. bae,� d." ite Kareou,, r mate,iol in onsi � when the fou,,daum might be built so,"gi ireVo, �ivs .06, at nsrt, oxv.n..tal' ��,00tvd v, this T],. do" �ted isviii� 'oonnint, it. Nnd"q' r the �f. it'lor.uar, �.evm-. be. tk. doths o,. h-,td ins tie we. or tis, our�,q, wvltor "r4rl, m v" erilt r, ,.Ioum to ike i,nur. �*. iSs M,n� �f mqNp ones not .�ent n�iuor, bel� tho 6ith, vnestgoted o, uat ike or nouri,,i en,ou,wed � th. ��uquor, is of th. .�ti'. vut. M��v �z SUBSURFACE EXPLORATION 6 POUTS AT 34'-' - i�j - -- ----------- CUTLET CULVERT TT 02 BU:LD APRON AND END OF BOX LEVEL OUTLET 11 — -11 is SLAB � -2 DRAWINGS SHALL HOT BE SCALM HAS STEEL REINFORCEMENT SHALL BE EUMODED 2 INCHES ClEAR UNLESS SHOWN OR SITED OTHFEPWGE� T�E UPPER LIMITS OF EXCAVATION FOR STRUCTURES SHALL BE TFE EXISTING GROLINIOLIV ' 'E " ALL SPACES EXCAVATED AND NOT OCCUP:,D BY THE NEW STRUCTUPE SHALL BE BACKFILLED WITH GRANULAR 8ACKFILL TO T�,i ELEVATION AND SECTION EXISTING RR!OR TO EXCAVATION WUH:114 THE LENGTH OF THE CULVERT, THE CONCRETE IN THE CUTOFF WALLS MAY BE PLACED UNDERWATER IF THE EXCAVATION CANNOT BE CEWATERFO, 3'-2- III U.B�SJJL35 EG-CO, SV STA.492-32M S T A. 4 92 2 L 0 0 F, - --------------- 7 AT A'49 2 �O 9,31 - PLAN VER7,CONST, JT. --/ ELEVATION TOP S�AB BUILD APRON AND LEVEL 10'-2 C3) N 7 INC E T V, REST. CONST. JT. SlAw - PLATE SEE SHT, k - - - - - - - - - - \ N _7 \ \ � :-� HORIZ, CONST� JT BOT.HEADER - DETAILS SEE S TOP HEADER - FOR DETAILS SEE SHT� 2, 0 INIL E T EIM.50 �2' BEVEL T -1 VERT, CONST, JT, IN APRM TOTAL ESTUATED DUANTITIES BID ITEMS TYPE CODE X ST61E PROJECT NUKlEE:::: MSHEFT AM. 7200-04-71 8.1 kB LIVELOAD: HS20 EARTHL3ib: DESIGN D FOR C0 FT, OF FILL, STRENGTH DESIGN ME THOD: TO,NCRETE 7A7so,,,q 35c)o p,s,t RGH STRENGTH BAR STEEL REINFORCEMENT - f y 60000 P�S iRKEKAM9 HYDRAULIC DATA SJ lH. 35 100 YEAR FREQuEN'r AZJ� - HRI-00 1 2017 0 Too 260 C�F�& 65 M.P,H, VEL, 6.6 F�P�S, HW. EL, 914.6 DRAINAGE AREA � M SO� VI, OVERTOPPING RDWY. = N,A, L NOTE: EXISTING CONC. DECK 04 STEEL (GRDERS WITH FUSER ABUTMENTS TO BE REMOVED, REMOVOLG OLD BROGE STA,492-21 I L�S, EXCAVATIOT4 FOR STRUCIURES,CULVERIS I L-s� CONCRETE MASONRY� CULVERTS 355 C,Y� NIGH STRENGTH BAR STEEL REINFORCEMENT,CUI.AERTS — 36,460 LBC, RUBBERIZED M'MBR'N' WATERPROOFING 4 S�Y. FILLED NQN-BZ ITEMS V SIZE LLST OF DRAWINGS L LAYOUT 2, DETAILS 3, DETAILS 4. DETAILS 5. SUBSURFACE EXPLORATON BRIDGE OFFICE CONTACTS � KENT RAFTER MOD266-8490 CHRIS FOLIMAN �SOC 266-5094 PF VIll �Ii BY STATE OF WlSCUVSu rEP4RTMDJ CP IRAIISPOqTATIVI ---LIVISION OF KIGHWAYS STRUCTURE B-55-164 M.H. 35 OVER SUNNY LAW14 CREEK S T, C�OIX TRO' R_L I HPEC, AAS HTO 1994 LOAD ws 70TC&I. lq;,q HTO 1994� L� APPROVED SHEET I OF NO w LAYOUT -sHEET1 OF D DATc. 11 �l . 5_95 ATE: 5-95 LD�72000400 OPTIONAL CONST� JO'NT. OVIT T' FILLET IF OPTIONAL CORSI, JOIR7 �S USED. M 20 64IT 8422 /- 8423 B421 I � 8424 4- 6 6427 AT P- 6" B4277 6- 6 8427 AT 1 6. r' FILLET TYPICAL ALL CURNJ Rs. V: I 6429 6 8425 AT p- 6 6425 A l' 6� '- /6420 'm23 1 8419 8422 VERT, CONST. J I, BAR LABELS AIM CV,'NS:CNS, NOT SPOINN ARE DENTICAL TO THOSE IN INTEPTR P'NEL N APROI%L(:NLET TYPICAL SECTION 0 NL Y) --, F BS32 AT q'CENTERS SEU*N--THRU UjjaM- HEADER fST�TE PROJECT NUVBER "TE f 7200-04— 7/ p, 1 BILL OF BARS FIRST CR FRET A�J) SECO'D MIT O� THE MARK THE N OM'NSION IN THA ENT COLM4 IS TH� CUT TO "L SHAPED BAR. KI RK TV ED T LENGT� BE -N REST% E10 �'A G, '01 141; 6-4 2-2 1�(= CORNET EN09 SIi C41J EROS 4-2 —Ro EST, St BAOT 76-T— ljo Tv.-s-1 B406 J::J21324 -0 ND I NU BOT. S[ RODE. CONST. JT�-- --- 212 --r—N6— ED -1. SI 3407 21_ —2-0 No c, O�'� �O G IN T. PA 6 3409 AT V- 0' B407 P,40; � 1111 p" ;l R4nq 1 214 V. i� tin I NIT WA� 1� L 2 1 -0 — -'5" 0! 1 � m�! A'T ICCENTERS vul, 6 3 or BOX WALL \-SURFAC"D REVELED 1/ S4-B CR R07TOM �EYNAY SLAR i I':CKNSS� YLKJ-Q��� PLAN VIEW OF EXTERIOR PANEL \- 81M, i C,0?. i E�03 B4DI ALL LONGITU,`TNAT BARS I�or TrENT:FQR ART , '08 AS SHOMI. TYPICAL SECTION THRU BOX -INTERIOR -EANEL SIGNTIff's DB` BAN OUT HCRIZONTAL LOCAT[ON CUT BARS ALONG MS LRF.KLAXE ALL CUTS NORM4 TO PAR AXIS, BARS rN EACH SIDE Or CUT CONS'PTUIE ONE SET.8UNDLE EACH SET SEPARATELY AID) TAG WITM BAR MARK AND SET NUY2M A R �F-F," 1—wi: —u- SET I ARSISE t'--Ac�Lsu SET 2 W llll� INE B334 AT 9 �CENTERS CUTTING DIAGRAM F-7 Ell�' L331 BEVEL TO EXTEND T-SETWEEN INSIDE "'CES OF BOR-WALLS' BEVEL INLIT END ONLY, DATE B334 REVCIRN I BY STRUCTURE B-55-164 Co's " I PL AP6 SPEC, CM DETAILS z ITT x ul On u L� T IBM, OF BARS THE TICST D�GIT OF THE MARK �UGNIFIES THE BAR SIZE� �-E DMENSIT4 IN THE BENT COLUMN VS THE OUT TO OUT HORIZCNTAL LEG OF A L - SHAPED BAR� MARK NO, LENrTH EENT CUT LOCAT�ON U401 25 5 -6 1 -0 OUTLET APRON "�D CUTOFF WALL U402 5— 28-io OUTLET APRON AND CUTOFF.WAIL LUNE 5 51-4 ' _i5 APRON U404 2T 1-0 7F R 0,,7 IM675 1 8-10 APRON AND CUTOFF WAEL —F—' 1-2 __6 APRON -,0 A�R�N U408 1 _T�1�9_ —I 2 -6 _10-T APROIN A`PN0N­________ Up m 1 -F611 5 -7 _WNG 2 15--3 I -HQT7CNTAL LIN IS 2 14-8 KING " -HIRIZONTAL -APRON 1 '4 -8 WING ­HCRIZONTAIL L �14 1 _33-2 WING -HOR FZ0745L 1 8 -6 WING " _HoR,QGNTAL __W �"�FGMZC_lam LiFi _2 16-3 -12---G 3 -3 WNG ­VRTICAL _7 —1, -HT U5 1-3 L N—C 0 1 Z 0 A I- 2 11 -9 w NO " -FORLZ0NTAL-APPCN U421 16-- WN, " -HORIZONTAL L922 1 6 9 WIN, -HURiZONTAL N 3 1 - 2 1 - - 3 — __ ___;ONG HORifiCNIAL 2 �-3 1� W.NG VERTICAL 1 -0 HLET. APRCG 4ND CUTOFF TALL D402 6 18-4 P;LET APRON AND CUTCFF WALL 11 30-8 - APRON 0 12-7 ' APRON __ 12 -0 - AP�7oq 1 9 8 APRON —ARGON 1 P 08 —I 2 - APRON IT -5 - APRON 0411 1 9 -6 ____�=APRON D412 1 7 -3 A RCN! CA 13 -1 APRON 0414 2 -11 —I APRON - WiNG -HORIZONTAL _.'ll 2 Lwl G__l - I N�H(TRQGNTAL APRN DA17 1 1-6 WNI HORIZ 0 NT AL =,_2__#WTNrG 1 6 -7 _W!�NOR'IZONTAL WNG -MORI "G _"DRZCN D420 1 2 -U _Z_cNTAL WING `HORIZONTAL D521 6 -7--fi-B 15-4 3 -3 WTNG " -VERTICAL D522 WYJG 4 -HORIZONTAL —1 5 -HOPIZ OUT AL- AFRON 2 — ___' wNG - -HORIZONTAL 1 5 -_8 7 WNG - -HORIZONTAL 1 -6 WINS - - HOME I' NT At. _W,�,l--H0rIZQNTAL 042.7 1 1 4 -0 )55 9- 15-4 3 -3 W Nr -VERTICAL SHEET RILING (MIN.WEB THICK.- Y'NU ALTERNATE CUT-OFF WALLS THE A80YE ALT, MAY BE USED IN LIEU CF THE CAST -IN -PLACE CCNC,CUT-OFF WALL$. PAYMENT WlL BE BASED ON ERE CONC,CUT-OFF WALLS. _. T NO.CF RAPS BEFORE CUTTING BUNDLE AND MARK CUT BARS ffITH BAR ?TO, MARK AND CUT ALL BARS ALONG THCi LINE,MAXE ALI, CUTS NO,,VAL TO BAR AXIS, IS EENT BARS IN CUTTNS G�AXGRAM TO BE BENT U, BEVEL AFTER CUTTING. CUTTING DIAOML MARK D F G SETS PECD 0,03 25-5 23-1 5 1 Or 17 10-5 8 -4 8 1 L524 10,3 a -3 6 t D403 13-3 15-7 11 1 ES S 1 3 -T 7 -10 6 1 cp�waq :EE-7 --lo I D409 0 6 D 7] 40 ORD I 65 3 3 0 il� 0 D403 D41? J DU3 0414 2 IN, BEVEL OPT. cw4sw� 7JOIN T EASE N��jSAM or-O M2 Ql'-O C401 NLET OI'_O I'D C�UT-0'7 R�"f LS CUIll, �u I- —VF r SECTION "��7u T�'� ;A -Ls I a I NALL F LAM J LON SEC � 10N ELEVATION INLET NOSE DETAILS SPACES AT O-IV1, u5t7 11 SPACES AT 0521 r0 , -3 (Y-3 OR 6 U511 r U415 D'IV3 HCRIZ, CONST. JT. L 04:6 MN-G-1 PLAN HORIZ, CONST� i T. WING I II SPACES AT U524 U513 0422 F LA20 LI419 L HCRIZ CONST. JT, MQ—Z *EXTEND FTLER FROM HORZCONST, Tv C�, JT� TO TOP OF WING. DO NQ7 FUN A14Y STEEL. THRU JOINT FILLER, T CORNERI CORNE I" BEVEL TYMCAL EP Ct FILLER TYPICAL IR' RUBBEFAZED MEMBRANE WATERPROOFING EXTEND FROM HORIZ. CONST� jONT 70 TOP OF WALL. CORNER 2 CORNER 4 CORNER DETAILS FUSIw5va Ir 0% 9 r NAME PLATE IT SPACES AT 0'-12 D528 U-3 1 r, —I I N24 n47i EL L — 3 WINE ME SECTION THRU WINGS AT RJSHT ANCLES TO MNG WALLS D416,D423 I 35 ot CTH FF. River Falls - Hudson 1-94 Road, St. Croix County QV Z 920 910 0 FC 910 7-- 5 4- 7 F,W 5- 24 2z- Z 14- 22- 22- 890 — ------------------- --- 22- NO PECOVERY 18- 890 34 A F'c 880 880 NO WATER TABLE ENCOUNTERED TO BOTTOM OF EXPLORED DEPTHS 9SO 360 ---TH— STATE PROJE EET NO. 7200-04--Ti 8.Zo ABBREVIATIONS F—Firs, M— abdn� C—Com"is Ws — Weathered So— Sound MATERIAL SYMBOLS Topsoil Q Silt El Sondiito�' El Sond E9 Peat Ed Linestone Gravel 0 C169 [g lgh'C�3 Fock LEGEND OF PROBING Probing rlo� Sta� 95/6=95 Blo" Far 6* Elevation penanxistush Probing taken ith a 7 Average rilcia, Per Foot i 350m Wt. Falling 18* on a 2' OZ.Point. Refusal 95/6 LEGEND OF BORING Bo'Ing No. Play. S". Unconfined 7* Strongth -:�� Blow; Poor.F�I-A' U.h 14 '4 Falling 30' F Wash Sample----j Boulders a, Cobbles Send Shalb,j Tuba—S,T� C'evnd w'"V -2— Elevation i= Siloi Clog lLmeitono NO �hiY4-- Gb,ioryed Above so This Eli,yiisic� D,lms oth�cm zpiA1rzc<4 thi, blo,m As, fmt at the tocsUnns trolicatirl ore based on drmra a 2'=. L4' la split spoom ath a 140- Fisaaer haying a r," rail or 3R, The blc, coot is tzkon to ndmA,Hxo vid ussediately balo. a ci�lid � ope, hole alm'sting side i"Icum An the dri�e pipe. SUBSURFACE EXPLORATION FOR FOUNDATION DESIGN AND BIDDERS INFORMATION To bta,� as" aoAsrr,rq the hasots� of .' use � shih the feu�owun, .,vot as Awilt bc,'sp andfor 'd .. r � md. ir, ,s,roi as jrdxcm�-j An this Aowira. Tixi date rtr,e,,tad i-�rojn '.'vaeet. V,s r're'np r A� ml'."ore .6. 0. d�p� i".�uWuid ur. Ur,ld -,d o,,. -V 0. bar,rom ,od/Ar " wq N �u" '�' '�� �r M�4-,s 6� bs1c. STATE CF WISCONSiN DEPARTITENT OF TRANSPORTATION DIVISION OF HIGHWAYS STRUCTURE B-55-164 CONST. IIJ86 DRAW4 TTG,B�W. EEC By PLANS Co� — SUBSURFACE INEET 5 EXPLORATION .Z j - HT j H J-H T NO, STATE PROJECT NUMBER j 207'-10V BACK TO BACK OF ASUT5. 7200-04-71 LIST OF DRAWINGS BEAR 1 1. GENERAL PLAN PROVIDE FOR THEIS BEAM F� 59. LANE S,T.H, 35 It N9. LANE S,T�H� 35 2� CROSS SECTION & QUANTITIES GUARD RAIL ATTACHMENT I SUBSURFACE EXPLORATION 0 WEST ABUTMENT 5� WEST ABUTMENT DETAILS ONOG&TES WING NUMBER 6. EAST ABUTMENT ?� EAST ABUTMENT CETAILS NOTE: SURFACE CRAN ANCHORS 0' 8� RER PEOURED ON WNGS 3 4, 1�� GC -CC Pop. 12"0, 9. SUPERSHRUCTURE F 10, SUPERSTRUCTUI� DETAIL R' PAV'T. D. It. SLOPED FACE PARAPET 'LF� QNSDE WNG� 12� 5LOPED FACE PARAPET 'LF' WING 2 &3) 6 11 VERTICAL FACE PARAPET 'A- ONING i& 41 IT 14, TUPULAR RA"LING�SPFOAL 1;� 54 PRESTRESSED GIRDER DETAlS A TOWER ROAD ERG IU PROT, P-R STA� 44-63.93 q 70WER DRUID END CF DECK r STA� 4Y,34�4T STA,'4'4,SG,47 STA. s�_2,67s2_2­4 L�,KTTKm, 35 STA� 45-39,74 \44,00 451C(C - — - -- - — - — - — j z 'CK E 0 OF ED 'I lma E�> Sl'�� 43,31�20 R ERG.E.ABUT� 07. ET�� 45-38.47 47 NAME PLATE BENCH OU,RK CAP -FOR LOCATION SEE SHEET 13 j_ OF CRT. FOUNDATION DATA Cr CL� 16' PONT C, I T, (TYPj VERT . CL. 11 -�" ABUTMENTS TO BE SUPPORTED ON HIP 10 X 42 STEEL KING PLAN DRIVEN TO A ":N'VCJM BEARING VALUE 0, 55 TONS PER PILE, 2 SPA�I 54" PRESTRESSED OROLK ESTIMATES 100'-0 LONG. 2'-6" GERM PIER TO BE SUPPORTED ON HP 10 X 42 STEEL PDING DRIVEN TO A MNVUM BEARING VACGE OF 55 TONS PER P)LE. �TYP,� EL, 926J54 5.9. t, AGE S�TM. 35 ---- IL NB� LANE S.T,R� 35 927.96--\ ESTIMATED 85'-O'LONG, 930 F F BE L _J 2 AIN. 925 ORG'N�L - 2 RN. /-GR6�"4'D LINE EL. 925�36 920 EL� 926.04 93 SLOPE PAVING, BROGE OFFICE CONTACT CRUSHED AGGREGATE KENT SAHLER �6081 2E6-6490 I t TRAFFIC VOLUME JACK KLEMM L6080266-5093 EL� 908,65 TOWER RD� S,TJ-E 35 AXj,zGOO Q018) A.D.T�z15,050 Q013) ELEVATION R.D.S.�40 %CP�14, R,O,S,-65 KAYL4. NORMAL TO S.T�H� 35 STATE O� WISCONSIN 4-01, 54'-0' 24'-0' DEPARTMENT OF TRW4SPORTATION CLEAR ZONE CLEAR ZONE DIVISION OF HIGHWAYS J(Y_0 IE-0. E-O" 2�,O­ �L G-O" lo-o" STRUCTURE B-55-165 IVE LOAD: DESIGN DATA POWER RD. OVER S.T.H, 35 LEStUN RATING: HS-20 COUNTY TOWN INVENTORY RATNG: HS-21 si, CROIX I - —_ TRO� 3�1 VIES VATS VAPS, .04Y, .04A VARS. K _6TL OTD HG72��So,�'G"� ONES 0PERATIOU4L RATING; HS-41 CESIGN SPEC. PAXIMUM STANDARD PEMAT VEKCLE LOAD a 250 K!PS� Owsi AASHTO tin FONTS REFERRED TO ON STRUCTUEE 6 DESC3NED FOR A FUTURE WEIRING R, GROD cEsic 4 DRAWN PLAN' y 9 PROFILE GRACE LINE SURFACE 6F 20­RGUN6S PER SOU�R- FOOT' Klu� CKG, SDR By CKC. ULTIMATE DESIGN STPESSES� APPROVED TYPICAL SECTION THRU EXISTING S.T.H.35 CONCRETE MASONRY SLAS­f�C - 4,000 P.S.I. ALL OTHER— f�c 3,500 P.S.L - OF RATE BAR STEEL REINFORCEHRNT, GRADE 60.--- - 60,000 P4.4 GENERAL PLAN SHEET I OF 16 54' PRESTRESSED GIRDERS, CONCRETE MASONRY ------�V , 6,000 P�S,I� STRANDS-V," 6 1'0714 1,101MATE TENSILE STRENGTH OF 2'�G,000 P.S.L [ DA TE: FEB, '98 30'-0 BETWEEN PARAPETS _0 �� TUBULAR RA'LING. SQEWALK SPECIAL —(Z TOWER ROAD —GREEN VINYL COATED TF, CHAIN LINK FENCE (9 CA - Z' MES1­0 SLOPED FACE S�LOPED FACE rPARAPFT POINT REFERRED Tq ON , ON PARAPET 11" _ 'J' PROFLF GRADE LIN E SLOPE 0�02Z I 'L SLOPE 0.021/1 SLOPE 0�02% 5 SPA 0 71-3, � �VERTICAL FACE PARAPET 'A' 54' PRESTRESSED GIRDERS GROUNCLINE AT REF 1A CROSS SECT�ON THRU ROAD10AY TOTAL ESTIMATED OUANTITIES -0.50% OWER RD, DO% 400'VERT, CURVE j 400'VERT, CURVE 's A, PROFILE GRADE LINE TOWER ROAD I SB�LANE 1,T.H,35 N13,1LAN' S,T�H�35 800' VERTICAL CURVE PC, STA, 539-00,00 —UPI. STA.. 543�00.00 EL� 9L%34 EL, 912,3 4 PROFILE GRADE LINE S.T,,H,, 35 Lw%�. � DRAWINGS SMALL NOT BE SCALED, BAR STEEL REINFORCEMENT SHALL BE EMBEDDED 2' CLEAR UNLESS OTHEPNISE SHOWN OR NOTED. ELASTOY'R2, REARING PADS NEED NOT BE, INDIVIDUALLY MCLr-D PROV:DED ilit CUT EDGES ARE SMOOTH AND TRUE� AT THE BACKFACE OF ABUTYENT ALL VGTUYE WHSH C4UNO7 BE N PLACE BEFORE ABUTMEN� CrNSTRUCTION AND NOT OCCUPIED BY THE NEW SIRUC'TURF SMALL BE BACKrILLED WITH STRUCTURE BACKFILL. THE EXISTING GROUND LINE SMALL BE USED AS THE UPPER LIMITS 0, EXCAVATION AT THE PIERS� THE FIRST OR FIRST TWO DIGITS OF THE BAR MARK SIGNIF�ES TPS BAR SIZE, FIT, STA� 547-00�00 EL, 910.34 1 920 900 SOO 860 840 820 Soo FED I SB.LANE SJ.H, 0 - - --- � TO 43 *0 0 BOR-3 .0 TORE BOR-2 C� ERG� W� ASUT� STA� 43134A7 01 LANE 5J,H. 35 STTA.� '44.G.J93 TOI�ER P P E� L 4 2 L AN��S7.H. 35 (� PTR STA. 44-H.1, T rw 45-00 46-00 a a V`v L TOPSOIL 6- Z. 10 T- 8 r 14 12� F,w U 2T- ISL 19- j 26-�1;2 U,C 12k 20 16- 25 v 35 �d 61 F,4 24� 24n 27 F,M 82 92 39 31 0 C 57 it Z, 0 C a 44 'P�EBYJR 50 -P �2,��,JRY.DROVE ROCK 4 UD N10 ROCK 65,100, 0 S STONE N L-TIP OF P11LE LT[P OF P1E TP OF RLE� 920 900 880 860 STATE PROJECT NUMBER SKET NO, 7200-04-71 8.23 ABBREVIATIONS F—Fine M—Medium C—Coa,se Ws—Woothe,ed So— SotKid MATERIAL SYMBOLS Topsoil M Silt E0 Sortclstore Send Peat Limestone Gravel Clay IVeoos Rock LEGEND OF PROBING Probing No. Ste. 95/152�95 B10.5 far Elevation 152mm Ponquation 7 Average Blase Fer Probing taken ith a 159tIK9 Wt. Fallartg 457m. on a 51mm O.O.Point. Refusal 95/152 LEGEND OF BORING Boring No� Unconfirted Eley. Sta. Strength , I Kg/cmz ---� 7*--',-'. SaFdy Gravel RIP., Per 305mZ1 Using 63.6 Kg Wt. :tj Falling 762mm F Wash Sanple!j Boulders a, Cobble, Send Shelby Tube�S.T. G,o.bd We", ElintatioA, Silty Ole, No G,oit,id Wat I\/ — or Obs"vact Above So This Elevation Limestone Unless othwt" specifiedthe bloes par 305m at the locatioiiii indicated we based an dritnPq a 51" DD.x 35m LD. split spoon sampler ith a 63.6Kq Keener hating a Ftee fall or 762mThat blov coint is taken m indas�bed wil ireediiiiely belvit a eased Air wen hole elirtrating sida rnctlon ari the &q" pipe. SUBSURFACE EXPLORATION FOR FOUNDATION DESIGN AND BIDDERS INFORMATION To ob", .l.u,. deve ii.nAa�r,rq ih. hivaeiar of .�.l m wtd ttpoit hmh tit. .�qht be �,It ha,", wd/w �i� �. � t wanix,.ulti . vvficin�d . d,.inq. The d.Fa pr.�wttad hm,.,it ,etv,sertu the fittd",7% tif ths � rsie Hasine,tbas. 0. datt� atvil %he w. r tits Itni"ga wdOt, itmo,il�� i� t" .11 �� ntl.uo, W the eruni ar.� Dv,,�� tif H,qhw� d. i,tt% .iv,wt cend'"or, bil. thii dmithv iesuginod � Vvit V,* 0a,sirmation r At, �. is ,..I or Alto iirti'. itivi� BY STATE OF *6 820 DEPARTMENT OF TR DIVISION OF STRUCTURE B-55-165 800 - 1996 PT. I,c v, CIV 780 — SUBSURFICE [77 1 EXPLORATION I/ " FILLER & SEALER (TYP� EL�536�43 EL.936,4 EL.93GJO EL, 93L �8 EL�93LO,l EL.93LIB EL�931.33 EL.931,48 EL,S31,63 :IL AMY A618 A617 4602] EL,926,04-- 15'-0' �-6 6 SPU0 E-6" 9'-0" -3' 20 P.0 9'* [61 19 SP.Q 9" 14' A401 A401 ELEVATION (LOOMNG WES ri 3" X 6" SZEWALK NOTCH SEE SHT� 11 to. L—,! Z-3- 22'-2/,- F-3- 14'-IOY41 Y,- CORK ELLER ON RUBBERETED VERT,FACE CNLV WATERIRQQ-�NG- A407 N T J5, BRC.PAD SRG�PAD -Y,"' X 4" F.LLER / -y4- FILUER UNDER SEAL R 10 5y! FLANG& SEE SHEE TYR. 7'-4%' 1'-4%' T-43/," 6,-5y.- 7'-4%' -4 PLAN EL�937.24 NOTE: ELS 3 %2 9 SEAL ALL EXPOSED HORIZ. AND VERT, SURFACES 07 1/2" FILLER WITH NON-STAIUNG GRAY NOM-SITUY'NOUS, JOTJ SEALER, U`* DEEP AND HOLD �/g" BELOW SURFACE OF CC�NCRETEJ NOTE� SPACE A401BARS TO MISS PILN'G, EXTEND TO TOP OF VDNG �/Z" FOLtR - FROM BRAVING SEAT TO TOP OF PARAPET. 19" RUBETRIZED SE ALL H'RIZ,& VE'Ri4 JU CN 6r. �f-- ' �' — --Af --- ,r \— 0 PILES ERG, FrLLER-T0 EXTEND FROM u BODY To TOP PARAPET —I— CL P�LES & (� SRG� SECTION A GRIND FLANGES FLUSH AT PLATES STEEL TROWEL TOP SURFACE OF ABUTMENT PLACE MULTIPLE LAYERS OF POLYETHELENE SHEETING OVER ENTIRE ABUTMENT BEFORE PLACING BEARING PADS, c TOT AL THICKNESS TO BE 03" m:N. C�� B R G, CL PILES 1'. r-3" 4*' X Y4- FILLED A A407 ABUTMENT VflDTH 18" RU3SERIZED MEMBRANE WATERPROOFING -Y,' BEVEL V-6' --A408 B� 0-6' TOP OF FERM EL 92&54 A40t— ABIT & AGIB c 61/,"-- A403— SLOPE PAVING (CRUSHED AGGREGATE) SLOPE 2 TO I 4404 HE 10 X 42 'TEEL PILING DRIVEN TO A VTZ�VUM BEARING VALUE OF 55 TONS PER PILE� ESTIMATED 100'-0 LONG. SECTION THRU BODY NOTE. -ALL HORIZ�SODY BARS NOT L45ELEDARE AGOR, I A521 SEE SHEET _9�_Ol� WlNL_jjLjYAj!QN (SHOWING F.F. REINFJ WING 2 ELEVATION (SHOWING F�F. RENF,l A411 F�F CONST, JT,STRIKE OFF & LEAVE ROUGH A411 KEN :�L B.F, WING I SECTION C OP% CONST, JOINT FORIlED By SUPFACED, BEVELED 2' X 6 � Y," -V' GROOVE IN F.F. WINOKALL CONST. JT.-STRKE OFF A LEAVE ROUGH A4 A619 B F. — AS114, PARAPET REINFORCEMEN1 SEE SHEEI 12. .F� --- 4d A415-7-17 __l_H_ WING 2 SECTION 11 — —PPT A z �_v WING I ELEILTION (SHONING B�F. PONI70 z)U -b' WING 2 ILEYATI-QN (SHOWING B.F� REINFJ BILL OF BARS NOTE� THE FIRST OR FIRST TWO DIGITS OF THE BAR MARK SIGNEIES THE BAR SIZE� BAR LM�RKL�� BE "D, LENOT1 ARK L20 CUT� EVAG, N- 10, �uz OLE LOCATION 4401 e, 8 14-10 x BODY-F,F. A602 22 �2-6 A 9 28-0 X BODY -PILES 0 4 F 2 - 3 jO D TFL E S �405 10 7-0 MDY-TCP-I�ORIE "06 --T-F X BODY -TOO A407 25 4-11 x BODY-TOP-MORIZ, 1408 3 23-0 BODY- TOP-HORIZ. AC6O­_T_ _E K!-6 _TZ FlF� _�A775_ 15 6 x AND I STIRRUPS A 4411 NI 1 16-2 I�T 2-`HPRIZ�F,�:i 6:.f. A 1 5 61_ WING I-VERT,-F,F, & BJ`� A413 8 7- NGS I G NOR Z, F.F. G B� 7n� —j-47,— 12 2_8 WINGS I & 2-HORIZ,-B.F, X_ WING 2-STIRRUPS NNIS 2-VERT,F,F. & B�F� 4817 14 i6_6 BODY AT WINGS-B.F� 7 _14 -TO TEDY - S�F� -T420— 4 12-0 WINDS 1& 2 - HORG. 5 6-0 VERT. - ST. A. x -9 x WING I- VERT� - PET, "A" — X _A422 6 16-2 WING t- HORIZ, - PPT, "A" m E]l A401 A521 5 WRAP. QSPNAL A403 I I A 2'-10" V-7" Ll 15 A406 A407 z ME STATE PROJECT NUMBER ISPEET N � T200-04-TI 8. z tool EL.936�56 — '/,- FILLER EL.935 73 EL�935,62 NOTE: FILLER EL 936.45 A, SEALER ITYP.1 -\ -1 SE4L ALL EXPOSED HORIZ. AMID VERT. SURFACES A, SEALER (TYP�) -EL.935.93 EL�935.75 OF �/Z" FILLER WITH NON-STANNG GRAY NON-BITUMNOUS JOINT SEALEI`C (L' DEEP AND HOLD '/a- BELOW SURFACE OF CONCRETEJ ffEL� 93UZ EL.93M7 EL�930.81 EL.!TM5� f UP NOTE: EL,93(,66 SPACE B401BARS TO MISS PILING. 1� SEALE Typ� 6406ol'-6' BELT 8 20 SR.% 9' m E'-O" 6 P.0 '-S' 0" ELEVATION (LOOKING EAST) SEE SHT, 11 TOWER RD, 22'-10 -18' RUBBERIZED Y,' CORK FILLER ON MEMBRANE WATERPROOFING VERT,FACE ONLY 15'-6y, 7 -BY. 1, B407 s4ot, - OC-6, ERG. PAD 3 BRG�PAD 4 A 4� FILLER I IWR=2_ A STEEL TROWEL TOP SURFACE OF ABUTMENT PLACE MULTIPLE LAYERS OF POLYETHELENE SILIFETINGBOIAIER ENTIRE ABUTMENT BEFORE P CINC E RING PADS TOTOSTEAL.D`3�11CKNNISI 18' RUBBERIZED 'o 'u " F4 MEMBRANE WATERPROOFING SIDEWALK EXTEND TO TOP OF WING A sm & F- PILES G, r-Ir r-3" 4� X Y,' FILLER X jA Is' RUBBERIZED EAST. ABUTMENT WIDTH MEMBRANE WATERPROOFING )4' BEVEL I/," FILLER - FROM BEARING 4060 Y-6` SEAT TO TOP OF PARAPET� B405 6408 1 TOP OF BERM EL� 927,86 is' RUBBERIZED Ar MEMBRANE WATERPROOFING 8401 5 A ALL HORS,& VERT 6618.5817 Q 6/z*' I I � SLOPE PAVING JOIN s ON BJ PILES & 6 SECTION A FILLER U E GIRDER -'/X� FILLER -TO EXTEND FRONI ANGE�SEE EST OL TOP OF BODY' TO TOP V-43 I PFn,,p �IFA CF PARAPET CR14D FLANGES FLUSH AT PLATES J— (L PILES & CL FEB. B403 (CRUSHED AGGRECATEL SLOPE 2 TO t B404 PP 10 X 42 STEEL PT.ING DPIVEN TO A MINIMUM BEARING VALUE OF 55 TONS PER PILE� ESTIMATED 100'-0 LCNG� SECTION !HRU BODY NOTE: ALL NOTE, BODY BARS NOT LABELEDARE EGGS. REVI!H LN �Gy �D STATE OF WTSCONSN A, < DEPARTMENT OF TRANSPORTATION Is 3F VISION OF HIGHWAYS NJ STRUCTURE B-55-165 z NUT. lBy" CHB/9 El EP EC. 1-:5 EAST HEET 6 ABUTMENT *1-011 WING 3 ELEYATION �SHMVNG F., REINF,l WLINLG4 E PARAPET RCINF SEE SHEET 12. 84 F, STR�KE ROUGH C 0PT,CO14T.JC!NT F0,'4WFD �Y SURFACED� KYELED 2' X Y," ' T' GROOVE IN F�F. L. CONST. JT�-STIVKE CrF & LEAVE ROUGH ES21 SEE SPEET B4N --i B415 - B619- 6 F j 6509 WING 4 SECTION WINL..3�� (SHONNS 8.F,RPN,) PPT A -ii -11, WING 4 ELEYATION �SHDWNG 8,F. REUF .� BILL OF BARS NOTE: THE FIRS� C7 F�EST NO O�MS OF THE '-A� Y,,,�K - 1� OGN�I[E� TH- B�R SIM E /, . MA, B401 B521 5 NRAP SPtPAL 21 '11, -1 �RZ B403 B41O.B415 B406 6407 cl- P413 EL.931.47 P4147 -+�'qB B P!006 P tu F 11-9111-9 9 s�A. a 6" 3 SPA� 0 SPA, 21 SP A 6 zl'-b COL0JIN P803 -"A --cH A 4 TL I STAIE PROjECT NUMBER SPEET FEL,930.73 P 5 it F_ P-10 KEYWAY BETWEEN (TROFITS FrRYED VITH SURFACED,CIVELED 2" X 6". ------------ 7--T --A BILL OF BARS NOIE� rH, FIRST OR REST TIKO SPITS Or H' 3-'R M'RK SIGNT:ES TH", S.'r --I' SEVEL iiyPj �_ P507 SP A� 0 6' S PA, 0 lr� 61, 41_6­ - 1-6F TENET. JOINT FORMED WIFH A SURFACED. BEVELED 15"M5" X 2" KEYWAY, -TM ALL FTGS. AND COLU%ANS� p'Dl � p7GZ P601 ELE �-- P70? HP IN A 42 SIEEL MUTTS DRIVEN _YATION TO A QN, ERG. VALUE OF S5 TONS �LOOKING EAST) PER PILE, EST� 85'-& LONG� �— --- D COL� 2'_ 1-4 -15 -4 _-__j Lr FOOTING PLAN ow blolon SPA, 0 6' 1, 4 -6" L.2 SPA�Q G" TYE. EL.908.;S — j— (L PIER -6 P414 P510 plmA P803 P512 G Z O� D� P404 PLACED AFTER CONC,15 POURED, INITIAL SET AAS OCCURED. INTO PIER MAPH. P413 PLATE 3/810 SIX 51, PBG3,PSO� P41409" SECT.THRU COL. PCOB N � JE STAIE'CF WISCONSN BICE DEPARTMENT O� MANSPORTAITMCN SECTION B 7- DIVISION OF HIGHWAYS STRUCTURE B-55-165 GrI,',:D FLANGES HP IOX4? FLUSH AT PLATES XT\_�/ CoNsl� ICRAW4_, a IFLAN� PILE SPLICE DETAIL 91 TUPULA� SPECIAL ELOPED FE PARAPET I I EQ. SP TYR, SO CE TYP� SPAN I --v -, P�� R 291 SR. 0 81/ 55OG TOP BA�RS IDS-O"SPAN 2 C� eRG� E,ABUT.---� — -=7 = - � �] - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - V N, LAI III. RIUT- ---------- ---------- ------------------ I ----------------- -------------------------------------------- =C, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a7 - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - 4�z 7 7-� - - - - - - - - - - - - - - - 7 L _7� - �1' 37 -5-,� - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - 01 0, 7 Z-= 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------- ------- ( ------------------------------------------ 210 SP. 0 2CS-5' S5C6 IOT.Pt,,S w ALPA� 5424 - r 9, LAP FACE 2/,' CLR.- 'A, S523 0 11-01---- �NST.JQNT - STRIFE OFF VEL AND LEAVE RCUCH. NUOUS WE (Typ.� : Z-01 FROM ABUTS� BTM� STEEL TOWER RD� m 702,S403 S625 SEE SqT, 14 U, z C A, a rATF PPDJECT Numq-r --------- -- [SPEFT NO� 7200-04-71 PAVING NOTCH END OF G�ROER - 562 ssu 0 9, — RUCEEMZED MEMBRANE WATERPROOFINr NON-LAJXNATED ELASTCY- P�C BEARYNG PAD CL OFF SRO. AT ABUTMENTS wtr-i rim 0727 q ff 31 rxv_.vco m. CPT, CONST. JT, 4 0 * PIER S409 0 OPT.CONST.JT. V-O' CTRS.-7 F I IV- CONC. DIAPH. TO EXTEND BTWN� -41,1 � SPREES. - �j OUTSIDE FACES OF EX SKEW S406 CI r-6- CTRS, SSIO o r-O" CTRS, I �SA III '1-, 2' BEVEL Y,- BEVEL �— S415 0 14_011 CTRS. DIVENS104 6 TAKEN NORMAL TO s,, I G SUBSTRUCIURE UO�"[S. DTO-NSK)N IS TAKEN PARALLEL TO (�- GIROM PART LONGIT. SECTION Vil BRG. 1/2 " NON-LAV:NATEG ELASTOMER;C BEARING PAD & 3/4 FILLER. 0 I`-o AL PIER DIAPHIAM.. 218 3 GtR� 1 937.21 1 937.17 937.13 1 537.091 33 R 2 I 11 131094 4 6 9 R 5 3 '3"" 93 6 49 R. 4 3 '.'6 toall W11, Z�J &61 �V� !L9 936 38 !8 93 6 �34 9 36.61 936' 3 20 9 36 �jq R- 6 9 3 6 6 3 6. 936 .0, (L ERG. ABUTMENI ---� END OF GIRDER X 841 X 2'-0' NON-LAMNATED ELASTOTPRO BEAR)NG PAR. Y,'� PREFORMED FILLER BILL OF BARS IT- r-BIVI" S510 IVA' L S320 S415 S419 ENDS OF GR?DERS )CS, --- N S526 2 REWSION BY x r-11 X21-2" 2; NON-LAYNATED ELASTOM�ERIC BEARING PXD� 4—JR NO, DATE X 8 STATE OF 7—CO774 DEPAIRTMENT OF TRANSPORTATION S523 S521 S522 D VISION OF HIGHWAYS STRUCTURE B-55-165 CUNSI. DRAWN SpPc� 1996 BEARING PAD DETAIL SUPERSTRUCTURE SHEET �10 DETAM PREFORMED FILLER CL PIER CONCRETE DIAPPRAM )0- PREFORMED FILLER MA S409 19 � cc FOR T� CHIT or WING R406 r-0, 21, E I END 0' Tr��IRHT�ITAH S PLAN A I*- R504 Ie. C Io- A �- c OUTSIDE ELEVATION SIATF PROJECT NUVEER ISFEET NC, 8. S I 1, o 2%"5' 7200-04-71 IZ CF AN"U'R RR04 R504 BILL OF BARS FOR ABUTHENT NOIDE WING PARAPEI r5a� R5 05 -R505 BAR eIrs-, LOCATION I �� A, S LENGTH HARK BUT .6UT -4 7 — - ----- 14 14 so, x T F� - —a 3 PPT VR P T R5D3 x 30 -7-4-8 3 PET, VERT� -I PPT.HOR.Q WLK, HE 4 P, 0 1 X PPT,VERT, `525 L -�L- -32L '-- 12- 7- '151011 RED; Y 26-9 ­TP­T��67 ALK, R503 -747- T� ROSE R ICE R537_ X 12 12 7 01ING HCRI R5 P�07 R507 R' 0 7 x 27 27 5 s FOOTING VENT� D __ _ --- R405 c P408 I: I V-0' CTRS� 1-0" CTRS, ____c SECTION C .0 IL SECTION B SECTION A 11-71 L ±, T, J R408 z R505 - E., R503 Ell 'J,,L CC" VNTS G, R502 THREADED INSERTS FOR A X 2" LONG _6TRUCTIGN J0 ALVANSED PEX. HEAD CAP SCREWS. CAP TANA-, Ts Y'Ay B� USED. `S�REWS TO BE THREADED A MIN, OP 17,' P-N BAR RE�N� THPU THE JINT LA� LONGIT� EARS A Y N. c� V- 9', 3501 AND SHALL BE SUPPLIED, INCLUDING WASHERS, V"TR ASSEVaLY. INSERTS TO BE THREADED V N4 JOINT SPACING Cc 80'-0". C�'-4` 4'- O� A MMIJUM OF ly4l, DEFINE CCNST� J�ONT �-�N A r V,CROOVE. ic 6 BARS WIELD TO INSERTS. R506 FACE OF CON' YM ABOUT r. - ----- CRETE AS�EPBLY OF NSERT I, BARS TO ED CLOSED. WELD TO INSERI'S. DETAIL OF ANCHOR ASSEMBLY 17 �,I- 7--v m=mK*klm"- awam NOTE: H,-X.IFEAD CAP SCREYS & WASHERS TO BE CALVANIZED IN ACCORDANCE WITH AASH�0 "232 CLASS C� CONST.JGHT - STRIKE OFF AS SHOSN� AEVISION STRUCTURE B-55-165 W, I " CRA�'� c P�AT9' �cl SOS BY y CM SLOPED FACE SHEET 11 PARAPET "LF" (INSIDE WING) F z q or � TIT Lc END OF V END OF WING A,. or A 04 5 SPA� Q G" mm T506 T50L T50Z, 150!S -2'-6"TSOL T505 L6. L s A 1`9- BI-e- c OUTSIDE EI-EvATION ABO: 6Z�WKLL� T505 7503 %Wm V-O'� �11 1504 T, OF ANCHOR ASSEWBLY 1505 T505 T501 I IT mm T501 T506 DIPTIONAL CONSTRUCTION -'O:NTS IN T47 PARAPETS MAY BE USFD� PUN �AR FEINT THEN THE JOTNT� CAR LONGIT. BARS A M5,% OF r-9' MIN. JO!NT SPACING OF 80'-0- REFIRE CONST, JOINT YflTH A Y4- �TGROOVE� L SECTION B SECTION C 2V 2VA- IC-1 m 2'-2' T501 T502 Z-1- 4��O' "m Y,- CONTINUOUS DRIP GROOVE. TERMINATE 2'-0*' FROM ASUTMENIS� SECTION THRU PARAPET ON BRIDGE STATE PROJECT NUV8R 7200-04- 1 BILL OF BARS FOR ABUrMENT WING PARAPET FBA'R WE'SITT E L7ENCTH -AST A A �� RK '� 'S '7SLST L '0' 1 LOCATION 19; , 14 14 1 T" 2 X a a 3-2 X PET, VERT, JT103 76— 16 4-8 X PPT,VERT. TE X -- -2 — T —�H 0 R,- __G 4 X 4 4 16 -- - F— - TC 16 A-10 TVERT �()5 X ISO 15-1 X PPT,HOR� 3" R. T503 T505 THREADED INSERTS PON 7g" 0 X 2� LONG GALVANIZED HEX� HEAD CAP SCREWS, CAP SCREWS TO BE THREADED A MIN, OF 1'/a" AND SHALL BE SUPPLIED, INCLUDING WASHERS. WITH ASSEMBLY. INSERTS TO BE THREADED A MINIMUM OF 0 BARS WELD TO LNSERTS, "2- FACE OF SYNL ABOUT rL CONCRETE ASSEMBLY L END OF INSERT A BARS TO BE CLOSED, WELD TO INSERTS, DETAIL OF ANCHOR ASSEMBLY NOTE: HEX, HEAD CAP SCREWS & WASHERS To FIE GALVANIZED IN ACCORDANCE WITH AASHTO M232 CLASS C� NO, DATE STATE OF WISCONSN DEPARTMENT OF TRANSPORTATION DIVISION OF KGHWAYS CONST. JOINT - STRIKE OFF STRUCTURE B-55-165 AS SHOWN� co-NSF7- - DRA" SPEC, 11 96 By cxv� SLOPED FACE SHEET 12 PARAPET "LF" (WING 2 & 3) lvdF m END OF PARAPET END 0 WNG. SEE AEUT�SPEETS FOR WING LENGTHS BY, A BUT, BACCAAL, "A4 1�0 --n� A .... .... AT ABUTMENTS ON DECK ELEVATION OF PARAPET SECTION A RUSTOATM4 0- GROOVE 22 CDNST. JON7 -STRISE OFF AS SHOWN AND LEAVE ROUGH. Y. C F` GROOVE. TERY, TO' FRCI� ABUT, SECTION ON DECK VOUTH EDGE� S-r SECMN A �f"G Pp% c 'xs� ,AR RAINS,SPMAL" 5FGET OPTIONAL CONSFRUSTITV JGNTS, lI� TFE PARAPETS MAY BE USED. RUN BAR PENr THRU THE MINT. LAP LCNGT� BARS A LCN� OF F-S' W91 JOINT SPACNI OF sol-ol MINE WIST, JCNT WITH A Y," WGR­QVE� 0 qVERT.) A SEE SHI , 9 FOR RAIL P057 SPA, T "LF' T �A' X 4" X4' TE Wiffilaq 21/ - X Vz" X 3/6 � NO ADWAY SIDE OF PARAPET PRUD, i rV' X 4" X 3/t," TUBING Y4'� X Y4� SOLID BAR GREEN VINYL COATED CHAN LINK FENCE IS GA. - 2� MESH) 4 ' X 4" X Y, " ?[/,' X 2'lz- X N" �UONG m" - ""' 'BUT AB T Heim POST BASE PLATES SHALL BE FLAT WITH ALL SURACES SMOOTH AND FRED FROM WARP AND ALL EDGES SMOOTH�SIRATGHT AND VERTICAL � ALL PLATE CUTS SHALL BE "ACHNE OR MACHINE FLAVE CUT. u RAIL, POSTS . BASE PLATES AND SHIPS TO BE A�SJM, A709 GRADE 3F. ALL GALVANIZED AFTER FABRICATION. ANCHORAGES SHALL BE ACCURATELY PLACED TO PHOVC)E CORRECT ALIGNYENT OF RAILING� SET NORMAL TO GRADI`� ALL POST SPA, ARE 1 AKEN HORQ, ALONG DENT ER LINE OF RAILING AT BASE OF PQST� CHIME SHALL BE USED UNDER BASE PLATES WHERE REOUPED FOR ALIGNYFIN1. CHALK EXPOSED OPFNINGS BFTWEFN SHII-IS- FILL ANCHOR BOLT HOLES WITH NON -STAINING GRAY NON - BITUMINOUS JO!NT SEALER� CUT BOTTOM OF POST TO MAKE VERTICAL IN TRANSVERSE DIRECTION ANCHOR BOLTS�NUTS AND WASHERS SHALL BE EITHER STAINLESS STEEL OR A.SJ�%L307�!F 307 15 USED� NUTS WASHERS AND TOP 3" OF ANCHOR BOLTS SHALL BEGALVANIZED RAILING TO BE PAINTED GREEN AND CHAIN LINK FENCE AND TIES TO BE GREEN WNYL COATED� FEDERAL COLOR NO.24260 THE 610 ITEM SHALL BE 'TUBULAR RAIUNG.SPECIAL" WHICH SHALL INCLUDE ALL ITEMS SHOWN� VENT HOLES SHALL BE DRILLED IN MEMSERSAS REOURED TO FACILITATE GALVANIZING, RAILING $HALL BE FABRICATED IN LENGTHS THAT INCLUDE 3 OR 4 POSTS� irISA. ANCHOR BOLTSX O'-L' LONG ALL MATERIAL EXCEPT 'A" X Y," ANCHORAGE BAR SHALL BE GALVANIZED W%,T,,H KX NUT AND WASHERS, AFTER FABRICATION, PRIOR TO GALVANIZING ALL STEEL RAPING POSTS & STEEL TUBING SHALL BE GIVEN A -6 BLAST CLEANING B� SSPC SPECIFICATIONS. 10'-0" PANEL IV," U SPA. AT 9- 8'-3" TO/ 10� 0- PANEL T-NEL 11"' 9'-4" A 10 SPA� a 9' NEL TYP� OC" R I/,�' Xy," BAR (NO TAINT OR GALV� REOD.) SECTION X-X um 2 - X Z W I, I T ING CL FIELD JOINT BOT� OF 1 MESH FENCING TUBING 2/z" A 2.'12" X '/G' TUBING ---T V, BASE PLATE x X TOO OF PARAPET 014� ANCHOR BOLTS 114" X-Y4` BAR WITH HEX OUT AND WASHERS NO PAINT THREAD 2" OR CALV. S625 SYMM.ABOUT IV' PARAPET 'A' RAIL POST WHERE POSSIBLE� 10' PARAPET 'LF' TYR SECTION THRU RAIL POST Y4` y YW' SOLID BAR I V-q PALL POST x 4" X4- f AT 'L, E TYR OF 4" X 4" X TUBING RAILING SPINDLE SPACING V/. 4 X 4 x 3/6" rL RAJIL POST SLOTTED ROLE W, x V/e IYI' 1 2" 2- L BASE PLATE rL RAIL OtA� HOLES '/Is" TWCK SHIN4 PLATE DETAILS TWO SHIMS OF EACH SIZE PER POST PEOG, OF DECK FORM D/S' 0 HOLES IN WES WITH PIPE SLEEVE. 3'/," X 3V,"X V2" PLATE WASHER 7/s- 0 HIGH STRENGTH BOLTS WITH HEX�NUT & TWO WASHERS. A KC IS X 42�7 FOR 45" & 54" REAMS NOTES ALL DIAPHRAGM MATERIAL NOT EP3EDDED IN THE CONCRETE GIRDER �HALL BE PAID FOR A r THE UNIT PRICE BID FOR "STEEL DIAPHRAGM% EACH DIAPHRAGM BETNEEN GIRDERS SHALL CONSTITUTE DOE UINT, ALL MAPHRAGIA STRUCTURAL STEEL SHALL BE ASTIA A709 GRADE 36� ALL BOLTS� NUTS AND WASHERS SHALL BE ASTM A325 TYPE L ALL DIAPHRAGM STRUCTURAL STEEL SHOWN SRALL BE HOT-D�PPED CALVANG!ED, ALL BOLTS.NUTS AND WASHERS SHALL BE HOT -DIPPED GALVANIZES N ACCORDANCE 6ITH ASTM AIS3 CLASS C. GALVANIZED NUTS REGUREVENT St OF ASTM 4563�LLJIERGANT AND TES7 FOR COATES _f_SEE DETAIL B NUTS� SHALL 3- TAPPED OVERSIZE IN ACCORDANCE WITH THE REOUPEMENTS OF ASTIA `,63 AND SHALL ViET T�, PEOU'REMENTS OF SUPPLEVENT�RY EXTERIOR GIRDER INTERIOR GIRDER PART TRANSVERSE SECTION AT DIAPHRAGM FORIA ly/," 0 H-LES IN WEB WITH PIPE X 2D,- SLOTTED HOLES SLEEVE, IN ANGLE � FOR STAGGERED DIAPHRAGM ) '�/, " X 23/,," LONG SLOTTED HOLE (TYP.) 0 HIGH STRENGTH BOLTS WITH HEX. NUT, TWO WASHERS WITH HEX�NUT & IWO WASHERS. AND A 31/ SOUARE X 5/,,- PLATE WXRER ON SLOTTED SIDE. (FOR CONTINUOUS LINE OF DIAPHRAGMS DETAIL B 6- X 3/" ANCLE REAM FACE DIAPHRA- OV FA-CE, DIAPHRAGM SUPPORT 3/," LONG HOLE (TYP.I 0 ELECTROPLATED FERRULE LOOP INSERT )IUM HIGH CARBON WIRE� DIAPHRAGM GUIDER STPRUPS---�- -4 TIE BARS X Y-0 LONG— 'T, R FASTEN TO GIRDER STIRRUPS. SOLT ANCHORAGE A 2 j A 7 0 A 25/s"LG.ELECTROPLAIED CAP SCREW WITH LOCK- 'p WWASHER.TORQUE TO SD FT�LFS, 6" X G" X ANGLE SECT. A -A fFOR EXTERIOR ATTACHYENT� IF. PROj-CT NUMBER ISHEET NO, 7200-04-71 8.3(� 6 SPA. 0 r-O" n R-O" P-O' 13 SPA. 0 9" 6'-9 SPA� 0 9' 6'-9' 39 SPA� c r-9" 7 68'- 3" G� EXTERIOR GIRDER TOP GIRDER NOTES OF SLAB P"12, S 0 41/2- -4 BAR EPDXY COATED L- P. 0" END OF CIRDERS TOP OF GIRDER TO BE ROUTH FLOATED AND BROOMED TRANSVERSELY. EiCEPT THE OUTSIDE 2" OF GIRDER. PLACE a STIRRUPS r SPACING. EMBER. PHIS WRCH SHALL BE TROWEL FINISHED. GIRDER r-4% -NO BEVEL S HIS S419 THE GIRDERS SHALL BE PROVIDES WITH A SUITABLE LIFTING DEVICE FOR HANDLING AND ERECTING THE ORDERS. 1�/,- CL� S 418 S418 PRESTRESSING STRANDS SHALL BE 7 WRE Ei MIN. LOW -RELAXATION STRANDS WITH AN ULTIMATE STRENGTH OF L, NO. 6 STIRRUPS IN PAIRS CL. 270.000 PSIAKD SHALL BE FLUSH WITH THE ENDS OF THE GIRDER, NO, 4 STIRRUPS A, BEND EACH END OF NO, 4 STIRRUPS 4�1,` ,-47 . Z _EN11 I AND NO� 6 ONES UPS 61/,% NO.3 BARS M t OUTS OUTSIDE FACE FOR OUIPHRAGAI INSERT & CONNECTION DETAILS SEE *'STEEL IN PAIRS D," FILLER DIAPHRAGM' SHEET. (EPDXY COATEEP ALL GIRDERS SHALL BE CAST FULL LENGHT AS SHOWN, L---n p -4- END VIEW SECUON P N(L4 BARS r-Ol M�N, LAP ---/ DA"CL y4"Xyw' 2' X r REVEL MIN, BEVEL PILASTER DETAILS AT PIERS 0 DETAIL TYP.AT EACH ERIC SIDE VIEW & TYP. SECTION IN SPAN 0 2--4 BARS BEND DOWN D6 BAR OIA� AT ENDS CV-K-L 16-496 F126-806 "36-1116 "46-1426 18-558 38-ItTs OR _1­014 4 1�74 �4- 268206 32 992 ALL PATTERNS ARE SYKI. ABOUT DRAPED P4 GIRDER F021PE ALL CUP THESE TWO LIN:, I —TOTAL NO, OF STRAUSS OR "PE ALL75 LIESE TWO 0 -T _ 211 34- 44 1�0 - mm-D t TOTAL 11117LD, PRESTRESS FORCE IN KIPS 2� ED �6 It SPA� 0 2" TYP.STRAND PATTERN CENTER OF GRAVITY OF SYM. ABOUT M SPAN DRAPED STRANDS -7 0 DROSS HOLD DOWN P�0611NT No OF END OF G GIRDER IRDER J1 ROT. OF GIRCER PT, (G�25 L 1 77 DRAPED STRAND PROFILE DEAD LOAD TOP OF GIRDER BEFIGRE SLAB 15 POURED� .— M W TOP OF GIRDER AFTER SLAB IS POURED, ONLY 04 DEAD LOAD DEFLECTION DIAGRAM SLAB THICKNESS — 'T' ( IV4� MN.) I-C! EXT, GIR� RLE. C?F4 M SLAB HAUNCH DETAIL_ IF 0/4" M�NIMUM HAUNCH HEIGHT 'FCANNOT BE MAINTAINED, THE GRADE LHIE MAY BE REVISED BY THE ENGINEER AT THE OPTION OF THE CONTRACTOR. THE PLAN SLAB TP.�CKNESS SHALL K HEL[% NOTIFY BRIDGE OFFICE FOR HUANCH HEIGHTS OVER 4% TO DETERV'NE 'T', ELEV� OF TOP OF GIR�S� AT 0- OF SUBSTRUCTURE UNITS & AT '/, POINTS OF EACH SPAN SHALL BE TAKEN, UPEN FOLLOW THIS PROCESS: TOP OF DECK ELEV,AT FINAL GRACE -TOP OF 6RDER ELEuTmN - DEADLOAD DEFLECTION -SLAB THICKNESS -HAUNCH PFIGHT 1� ILI DATE I y STATE CF WISCONSN DEPARTMENT OF TRANSPOR7ATION DIVISION OF HGHwAYS STRUCTURE B-55-165 ANS3 C V ANST, DRARN 'EC. 1996 1 sy g U, STATE PROJECT- R SKEET NO. 7200-04-71 EARTH WORK STH 35 ST. CROIX MODEL: .,Sth35.end VOLUMES VOLUMES ........ ...... *.*.* Incremental cumulative MASS Incremental Cumulative MASS STATION END -AREA VOLUME VOLUME mAuL STATION END -AREA VOLUME VOLUME HAUL ....... ......... ***** ..... .* ......... .... ....... .............. ....... ............. .... CUT FILL CUT FILL CUT FILL CUT FILL CUT FILL CUT FILL 334-00 450.9 9.8 1060.3 24.1 IT2T3.6 18283.1 -1009.5 288-00 54.0 8.8 335-00 488.2 12.1 1739.0 46.T 19012.6 18329.8 682.7 289-00 60.0 1.3 211.2 21.6 211.2 ZI.6 189.6 336-00 5T5.5 10.4 1969.7 47.9 20982.2 18377.8 2604.5 290-00 110.0 0.1 314.9 2.9 526.1 24.5 501.6 336-87 4T5.6 15.0 1693.3 4T.0 226T5.5 18424.8 4250.T 291-00 114.3 20.8 415.3 44.4 941.4 68.9 872.5 33T-00 444.T 26.5 221.5 11.5 22897.1 18436.3 4460.8 292-00 129.2 29.3 450.9 106.7 1392.2 JT5.6 1216.7 33T-65 274.1 8T.1 865�2 15T.3 23T62.3 18593.6 5168.7 293-00 122.3 51.7 465.8 172.5 1858.0 348.1 1509.9 338-00 24T.5 392.5 338.0 357.5 24100.3 18951.0 5149.3 294-00 92.1 70.2 397.0 259.5 2255.0 60T.6 1647.4 338-27 258.2 587.4 252.9 563.4 24353�2 19514.5 4838.T 295-00 91.2 74.0 339.3 3DT.O 2594.2 914.7 1679.6 339-00 239.3 680.7 672.5 1971.5 25025.7 21486.0 3539.T 296-00 82.0 80.1 320.6 328.2 2914.9 1242.9 1672.0 339-33 293.5 859.9 325.6 1082.T 25351.3 22568.T 2T82.6 297-00 87.9 92.1 314.6 366.6 3229.5 1609.5 1620.1 339-55 280.5 1908.6 233.9 2297.1 25585.2 23865.8 1T19.4 298-OD T2.6 95.5 297.2 399.5 3526.7 2008�9 1517.8 339-68 153.2 2122.8 104.4 1116.1 25689.6 24981.9 707.7 299-00 T6.1 T3.2 275.4 359.4 3802.1 2368.3 1433.8 339-79 70.4 2258.3 45.5 1026.3 25735.1 26008.2 -2T3.1 300-00 65.3 70.1 261.9 305.2 4064.0 2673.5 1390.4 340-00 89.5 2149.2 62.2 1523.9 25797.3 27532.1 -1734.8 301-00 75.9 $5.2 261.5 266.8 4325.5 2940.4 1385.2 340-28 118.3 747.9 107.8 1131.3 25905.0 28663.4 -2758.3 3D2-00 80.3 44.0 289.2 211.1 4614�7 3151.4 1463.3 341-00 9T.1 605.6 287�2 2075.5 26192.3 30738.8 -4546.6 303-00 42.1 21.8 226.5 140.1 4841.3 3291.5 1549.7 341-14 94.0 551.5 49.5 345.0 26241.8 31083.8 -4842.0 304-00 29.3 26.1 132.2 102.1 4973.5 3393�6 15T9.9 341-85 140.9 432.2 308.8 1487.4 26550.7 325TI.2 -602M 305-00 23.2 30.9 97.3 121.3 5070.8 3514.9 1555.9 342-00 121.2 444.7 72.8 280.1 26623.5 32851.3 -622T.9 306-00 0.8 151.4 44.4 388.1 5115.1 3903.0 1212.1 343-00 97.5 438.6 405.1 1881.3 27028.6 34732.6 -7TO4.0 307-00 IlT.2 46.1 218.5 420.5 5333.6 4323.5 1010.1 344-00 6T.3 324.6 305.3 1625.4 27333.9 36358.1 -9024.2 308-00 124.4 63.3 447.5 233.0 5781.2 4556.5 1224.7 344-60 54.0 508.6 134.8 1064.6 2T468.7 37422.7 -9954.0 309-00 16T.2 44.5 540.0 229.5 6321.1 4T86.0 1535.1 345-00 147.3 295.1 14M 684.6 27617.7 3810T.2 -10489.5 309-48 259.8 154.1 379.5 202.9 6700.6 4988.9 1711.T 345-19 148.0 184.1 103.9 193.9 27T21.6 38301.1 -10579.5 310-00 154.T 55.2 399.2 231.T 7099.7 522D.6 1879.1 345-34 391.2 202.5 149.8 91.6 27ST1.4 38392.T -10521.3 311-OD 124.1 T9.1 516.2 286.1 7616.0 5506.7 2109.3 345-86 334.9 152.6 699.2 282.5 28570.5 386T5.2 -10104.T 322-00 138.2 102.0 485.7 385.7 8101.6 5892.4 2209.2 346-OD 32T.5 156.7 ITI.T 92.2 28742.2 39767.4 -10025.1 313-00 125.0 T4.1 48T.4 375.1 8589.0 626T�5 2321.5 346-27 346.5 16T.6 33T.0 186.4 290T9.2 38953.8 -98T4�6 314-00 61.1 55.7 344.6 276.6 8933.6 6544.0 2389.5 346-58 301.2 166.5 371.8 220.6 29451.0 39IT4.4 -9723.4 315-00 70.5 4T.4 243.6 219.5 9177.2 6763,6 2413.6 346-72 227.8 288.3 137.1 105.8 29568.2 39280.2 -9692.0 316-00 196.6 25.7 494.5 154.6 96TIJ 6918.2 2753.5 347-00 159.6 200.6 200.9 231.9 29T89.1 39512.0 -9T23.0 317-00 224.3 12.T 779.3 80.8 10451.0 6999.0 3452.0 348-OD 70.0 246.1 425.3 951.2 30214.3 40463.2 -10248.9 318-00 115�2 80.2 628.6 197.8 11079.6 7196�8 3882.8 349-00 55.4 233.7 232.2 1021.8 30446.5 41485.1 -11038.6 319-00 54.4 196.4 314.1 589.1 11393.7 TT85.9 3607.8 350-00 38.8 213.9 IT4.4 953.2 30620.9 42438.2 -11817.4 320-00 55.2 280.5 203.0 1015.7 11596.7 8801�6 2795.1 351-00 31.6 233.6 13015 953.0 30751.3 43391.2 -12639.9 321-00 59.9 332.0 213.1 1304.5 11809.8 10106.1 1703.7 352-00 30.2 220.5 114.6 967.2 30865.9 44358.4 -13492.5 322-00 39.T 375.1 184.4 1506�O 11994.2 11612.1 382.0 353-00 28.4 234.0 108.6 968.0 30974.5 45326.4 -14351.9 323-00 84.8 311.2 230.5 1461J 12224.7 1307M -849.1 354-00 21.6 236.7 92.6 1002.5 3106T.1 463?8.9 -15261.8 1;1� 324-00 79.1 219.4 303.4 2130.0 12528.0 14203.8 -16T5.8 355-00 22.4 228.5 81.5 990.8 31148�6 4T319.7 -16171.1 325-00 109.2 95.9 348.7 671.5 12876.8 148750 -1998.6 356-00 22.7 244.4 83.5 1007.2 31232.1 48326.9 -17094.8 325-45 29.4 199.1 115.5 282.7 12992.3 15158�O -2165.7 357-00 11.8 255.3 63.9 1064.2 31295.9 49391.0 -18095.1 326-00 17.1 210.2 47.4 479.3 13039.T 1563T.3 -2597.6 357-70 22.5 228.5 44.4 721.2 31340.3 50112.2 -187TI.9 32T-00 18.4 266.7 65.8 802.6 13105.5 16439.9 -3334.4 357-89 27.5 20D.4 17.6 173.5 31357.9 50285.8 -1892T.9 328-OD 33.5 IJO.T 96.0 590.7 13201.5 1703M -3829.0 358-00 50.3 3,95.8 15.8 92.8 31373.7 50378.6 -19004.9 329-OD 61.0 38.0 174�9 316.5 13376.4 17347.0 -3970.6 358-26 69.4 184�4 57.6 210.5 31431.3 50589.1 -19157.8 329-25 43.7 64.6 48.4 54.6 13424.8 17401.6 -3976.8 358-34 6M 191.7 20.3 64.1 31451.6 50653.2 -19201.6 330-00 100.7 64.3 200.5 205.9 13625.3 17607.6 -3982.2 358-78 42,2 170.5 89.6 339.4 31541.2 50992.6 -19451.4 331-00 134.1 43.4 434.7 229.5 14060.1 17837.1 -377T.0 359-00 52.3 143.6 38.5 147.2 31579.7 51139.8 -1956M 332-00 257.1 43�4 724.5 184�9 14784.6 18021.9 -3237.3 360-00 96.4 136.6 275.4 596.7 31855.1 51736.5 -19881.4 333-00 251.8 47.4 942.5 193.3 15727.1 18215�2 -2488.1 COON 333-3T 457.9 8.2 486.3 43.8 16213.4 18258.9 -2045.6 D6,�200040D:EARTH�OGN 2-2-9B JOD EARTH00.2 . i 9 M: SIATL PHUJL� ER SHEET NO. 7200-04-71 !I 9 Z. E!7!7 EARTH WORK STH 35 ST. CROIX VOLUMES MODEL. .,sth35.end VOLUMES ....... Incremental cumulative MASS Incremental cumulative MASS STATION END -AREA VOLUME VOLUME HAUL STATION ... **.* END -AREA .... ***** ..... VOLUME ..... *** ... *** VOLUME I ..... * ..... *. HAUL .... ... **** .... **. * .... #04 ... 0.4 ... * CUT FILL CUT FILL CUT FILL CUT FILL CUT FILL CUT FILL 361-00 181.1 122.4 513.9 551.5 32364.0 52288.0 -19919.0 392-00 44.9 216.8 250.6 600.5 43926.2 15404B.5 -110122.3 362-OD 225.9 150.9 T53.6 582.1 33122.6 528TO.1 -19T4T.5 393-00 9.T 149.2 101.1 566.4 44027.3 154614.9 �110587.6 362-81 335.2 253.1 $41.6 69T.0 33964.2 5356T.1 -19602.8 394-00 28.2 124.4 7M 582.5 44097.6 155197.4 -111099.8 363-00 332.3 308.T 234.9 22T.3 34199.1 53T94.4 -19595.3 395-00 T2.9 T1.5 18T.2 417.1 44284.8 155614.5 -111329.T 363-10 358.3 392.7 127.9 149.4 3432T.0 53943.8 -19616.8 395-3T 112.9 46.7 12T.3 93.1 44412.1 155TO7.6 -111295.5 363-48 313.3 59T.5 472.6 $01.4 34799.6 54T45.1 -19945.6 395-81 130.1 40.1 198.0 81.3 44610.1 155TO9.0 -111178.9 364-00 244.8 1107.7 537.4 1888.4 35336.9 5663M -21296.6 396-OD 134.2 4T.9 93.0 35.6 44TO3.1 155824.6 -111121.5 364-13 197.9 IOTI.3 106.6 603.2 35443.5 5T236.T -21793.2 39T-00 132.1 0.2 493.1 102.3 45196.3 155926.9 -110730.T 364-43 329.9 1137.4 293.2 1411.1 35736.7 58647.9 -22911.2 398-OD 142.6 34.8 508.8 74.4 45705.0 1560D1.4 -110296.3 364-63 3T8.6 1029.9 262.4 923.1 35999.1 59571.0 -23571.9 399-OD 103.1 86.0 455.0 257.2 46160.0 156258.6 -110098.5 364-73 404.1 1034.1 144.9 439.5 36144.0 60010.5 -23866.5 400-00 113.8 263.3 401.7 530.9 46561.7 156789.4 -110227.7 365-00 453.2 1032.2 428.6 1188.1 36572.T 61198.6 -24626.0 401-00 81.9 209.1 362.4 792.9 46924.1 157582.3 -210658.2 366-00 219.1 1098.5 1245.0 453T.6 37817.7 65736.2 -27918.5 402-00 47.4 318.2 239.3 1122.9 47163.5 158705.2 -111542.7 367-00 1.4 1226.0 40B.4 4950.2 38226.1 70686.4 �32460.3 403-00 IT.1 519.1 119.3 1783.3 47282.8 160488.5 -113205.7 368-OD 1.5 1179.2 5.4 5122.1 38231.6 75808.5 -37576.9 403-65 15.6 776.5 39.3 1793.4 47322.0 162281.9 -114959.9 368-27 13.4 1026.3 T.5 1268.2 38239.1 77076.6 -38837.6 404-00 9.T 89T.2 16.3 124T.5 47338.4 163529.4 -116191.1 368-52 4.4 1IT5.T 8.2 11T2.3 3824T.3 T8249.0 .40001.7 405-OD 60.3 123B.T 129.5 4548.7 4T46T.8 168OT8.1 -120610.3 369-00 T.5 1124.6 10.6 2351.4 3825T.9 80600.3 -42342.4 405-78 156.2 1336.7 312.6 4278.0 41T80.5 172356.1 -124575.6 370-00 11.3 1040.5 34.9 4610.8 38292.T 85211.1 -46918.4 406-00 ISO.T 1344.4 125.0 1256.1 4T905.5 173612.2 -125TO6.T 3Tl-O0 21.5 896.2 42.2 4124.3 38334.9 89335.5 -51000.5 407-00 238.2 1403.T T20.2 5852.3 48625.T 179464.5 -130838.8 372-00 10.1 T68.0 40.0 3544.1 38375.0 92879.6 -54504.6 408-00 300.3 1588.1 997.1 63TI.3 49622.8 185835.9 -136213.0 372-32 18.1 81T.1 16.T 1080.2 38391.7 93959.7 -55568.D 409-00 295.T 2682.4 1103.6 6964.8 5OT26.4 19280O.T -142074.2 3T2-50 2T.9 T99.9 15.3 619.8 38407.1 945T9.6 -56172.5 410-00 269.6 153T.9 1046.8 6857.9 51713.2 199658.5 -147885.3 3T3-OD 34.8 T81.5 58.0 1684.0 38465.1 96263.5 �57798.4 411-00 0.0 1606.4 499.2 6696.1 522T2.4 206354.6 -154082.2 3T3-19 38.4 768.2 25.8 62T.1 38490.9 9689D.6 -58399-T 412-00 O.D 1304.8 0.0 6199.6 52272.4 212554.3 -1602BI.8 3T4-00 125.T 62D.0 231.1 2394.7 38T22.0 99285.3 �60563.3 412-65 0.0 1280.3 0.0 3578.4 522T2.4 216132.6 -163860.2 3T5-00 208.0 644.T 599.4 2693.4 39321.4 101978.7 -62651.4 413-00 1.1 1536.9 0.7 2099.8 522T3.1 218232.5 -165959.4 3TS-38 199.4 719.7 286.6 1104.2 39608.0 103082.9 -63474.9 413-75 15.0 1228.6 22.3 441T.0 52295.5 222649.5 .170354.0 375-56 153.0 555.5 JIT.5 488.8 39725.5 103571.T -63846.2 414-00 43.5 930.9 27.1 1149.T 52322.5 223799.2 -lTl4T6.T 375-T3 146.0 4T6.8 94.1 3T3.7 39819.6 103945.4 44125.8 414-ZZ 51.0 740.1 38.5 182.9 52361.0 224582.2 -172221.1 3T6-00 124.6 TIM 135.3 %6.9 39954.8 104662.3 -6470T.5 414-34 9.2 711.T 13.4 371.0 523T4.4 224953.2 -172578.8 3T6-30 159.0 TTO.0 15T.5 983.9 40112.4 105646.2 -65533.8 414-63 20.6 616.5 16.0 820.3 52390.5 225TT3.5 -173383.0 3T6-50 166.4 795.2 120.5 666.7 40232.9 106312.9 -66080.0 414-7T 22.T 595.5 11.2 361.3 52401.7 226134.8 -IT3T33.1 3TT-00 216.1 856.5 354.1 1758.8 4058T.0 108071.T -6T484.6 415-00 133.1 447.T 66.4 511.0 52468.1 226645.8 -1741TT.8 378-00 45.6 1029.3 484.6 4016.1 41071.6 11208T.T -TIO16.1 416-00 240.3 40T.8 691.4 1821.9 53159.5 228467.8 -175308.3 3T8-89 4.4 12TI.6 82.3 4361.0 41153.9 116448.7 -75294.8 417-00 27T.5 209.9 959.0 1315.5 54118.4 229783.2 -175664.8 379-00 12.7 1207.9 3.5 58D.8 4115T.4 117029.6 -75872.2 418-00 218.1 241.5 91T.9 748.2 55036.3 230531.5 -175495.1 380-00 10.9 12T4.4 43.7 5286.4 41201.1 122315.9 �81114.9 419-00 2T3.1 281.1 909.6 686.9 55945.9 231218.4 -IT527Z�4 381-00 11.4 1387.1 41.3 5668.0 41242.3 127983.9 -86741.6 420-00 392.2 42.2 1231.9 4T5.6 5TIT7.8 231693.9 -174516.1 382-00 3.4 1456.2 2T.3 6055.2 41269.6 134039.1 -92769.5 421-00 696.6 0.0 2016.2 90.0 59194.0 231T83.9 -1725B9.9 383-00 4.1 975.4 13.8 5178.6 41283.4 13921T.T -9T934.3 422-00 83T.5 0.0 2841.0 0.0 62035.0 231783.9 -169T48�9 384-00 2.5 88D.3 12.2 3952.0 41295.6 143169.T -201874.1 423-00 2118.8 0.0 3622.8 0.0 65657.8 231783.9 -166126.1 385-00 15.8 T38.3 33.9 344T.1 41329.6 146616.8 -10528T.2 424-OD 1807.7 0.7 5419.3 1.4 710TT.1 231785.3 -160708.2 386-00 49.3 499.9 120.6 263T.1 41450.2 149253.9 -107803.T 425-00 2232.8 6.1 7482.3 14.3 T8559.4 231799.6 -153240.2 3ST-00 119J 176.5 323.1 1440.T 41763.3 150694.5 �108931.3 426-00 2536.8 1T.2 8832.5 49.6 87391.8 231849.2 -144457.4 388-00 118.7 144.5 441.5 683.7 42204.8 151378.2 -109173.5 427-00 254T.0 21.3 9414.4 82.0 96806.2 231931.2 -135125.0 389-00 160.4 152.9 516.8 633.4 42721.6 152011.6 -10929D.0 428-00 2117.6 18.9 8638.1 85.T 105444.3 232016.9 -126572.6 390-00 132.2 178.2 541.8 705.1 43263.4 152116.7 -109453.3 429-00 1818.3 3T.3 7288.6 119.9 112T32.9 232136.8 -119403.9 391-00 90.4 165.2 412.2 731.3 43675.6 153448.0 -109TT2.3 430-00 599.4 45.7 4477.2 176.9 117210.2 232313.7 -115103.6 STATE PROJECT NUMBER SHEET NO� 7200-04-71 EFS EARTH WORK STH 35 ST. CROIX MODEL' .,Sth35.end VOLUMES VOLUMES ........ Incremental Cumulative MASS Incremental cumulative MASS STATION END -AREA VOLUME VOLUME HAUL STATION END -AREA VOLUME VOLUME HAUL .0 . . . . . ***** ..*** . . . *.*. . * . . . . . 0 . . . . . . . . . . . . . . . *..4** . . . . . . . . . . . . . . . . . . . . . * . . . . . . oo.. CUT FILL CUT FILL CUT FILL CUT FILL CUT FILL CUT FILL 431.00 455.7 41.3 1954.0 185.4 119164.2 232499�2 �113335.0 456-55 209.5 761.7 194.7 7T8.5 127683.5 335479.1 -20TT95.6 432-00 565.5 50.0 1891.2 194.5 121055.3 232693.6 �111638.3 456-84 152.2 450.T 194.3 748.8 12TBT7.8 336227.9 -208350.0 433,00 258.6 85.9 1526.2 289.3 122581.5 232982.9 -110401.4 4ST-00 150.T 245.2 89.8 23T.1 127967.6 336465.0 -20849T.4 433-50 149.T 184.6 3T8.1 288.0 122959.6 2332TO.9 �110311.3 457-72 505.6 4.3 875.0 382.6 128842.6 336847.6 -208005.0 433-8T 53.4 293.9 139.2 377.0 123098.7 233647.9 -110549.2 458-00 513.7 6.6 528.5 6.5 1293T1.1 336854.1 -2DT483.0 434-00 33.7 310.9 21.0 16T.4 123119.7 233815.4 �110695.6 458-25 559.1 14.9 496.7 11.4 129867.8 336865.5 -206997.8 434-32 35�O 434.4 40.7 507.9 123160.4 234323.3 -111162.8 459-00 679.2 8.9 1719.9 38.0 131587.6 336903.5 -205315.9 434-66 0.0 6S9.9 22.0 T92.4 123182.4 23SI15�6 �111933.2 459-78 785.0 3.3 2115.0 20.3 133702.6 336923.8 -203221.2 435-00 0.0 882.5 0.0 1116.8 123182.4 236232.4 �113050.0 460-00 677.5 5.0 595.8 3.9 134298.4 336927.7 -202629.3 436-00 0.0 1502.9 0.0 5080.0 123182.4 241312.4 -118130.0 461-00 621.1 5.2 2404.7 21.8 136703.1 336949.6 �200246.4 436-27 0.0 1602.2 0.0 1785.4 123182.4 243097.9 -119915.4 462-00 973.2 12.3 2952�3 3T.4 139655.5 336986.9 -197331.4 43T-00 0.0 1654.2 0.0 5062.5 123182.4 248160�4 �124977.9 462-19 1114.3 6.7 734.5 T.7 140389.9 336994.6 �196604.7 438-00 0.0 1371.2 0.0 6442.9 123182.4 254603.3 -131420.8 462-T2 1109.1 17.3 2182.2 2T.0 1425T2.1 337021.6 �194449.5 439-00 0.0 1121.0 0.0 530T.3 123182.4 259910.6 -136728.1 463-00 1017.2 15.0 1102.5 19.2 1436T4.7 33TO40.8 -193366.1 440,00 0.0 861.1 0.0 4221.1 123182.4 264131.7 -140949.3 463-53 695.1 17.0 1680.6 36.1 145355.2 337076.9 -191721.7 440-87 0.0 SIM 0.0 3104.2 123182.4 267235.9 .144053.5 463-83 509.8 18.1 669.4 22.4 146024.6 337099.3 -191074J 441-00 0.0 1228.6 0.0 565.6 123182.4 267801.5 -144619.1 464-00 469.6 24.6 308.3 i5�5 146333.0 337114.8 �190781.8 441-15 0.0 1418.4 0.0 845.6 123182.4 268647.1 -145464.7 464-65 811.4 14.9 1542.0 5M 147875�O 33TI69.5 -189294.5 441-28 192.5 1491.0 46.3 805.5 123228.8 269452.6 146223.8 464-88 781.1 15.8 678.3 15.1 148553.3 337184.6 -188631.3 441-48 92.8 893.1 105.6 1015.4 123334.4 2T0468.0 �147133.6 465-00 T45.5 20.9 339.3 9.4 148892�6 337194�O -188301.4 442-00 0.0 793J 89.3 186T.9 123423.8 M335�9 �148912.2 465-59 758.5 19.7 1643.3 51.0 150535.9 33T245.0 �1867MI 443-00 0�0 820.7 0.0 3438.1 123423.8 275774.0 �152350.2 466-00 1081.2 21.1 1396.8 35.6 151932.7 33T280.5 -185347.8 444-00 0.0 824.3 0.0 3503.4 123423.8 2792TT.4 -155853.6 466-64 1565.4 15.8 3136.8 50.3 155069.5 33T330.8 -182261.3 444-28 1.7 789.1 0.9 962.1 123424.7 280239,5 -156824.8 467-00 1339.9 16�8 1936.9 25.0 157006.4 33T355.8 -180349.4 444-4T 101.0 76T.T 36.1 629.9 123460.8 280869.4 -157408.6 46T-T1 79T.5 13�1 2810.3 45.3 159816.7 337401.1 -177584.4 444-77 102�4 753.8 113.0 972.1 123573.8 281841,5 -15826T.T 468-00 511�4 10.5 T02.9 14.6 160519�6 33T415.7 �IT6896.1 445-00 16.3 T67.6 50.6 745.2 123624.4 282586.7 -158962.3 469-00 142.3 450.9 1210.5 982.6 161730�1 338398.3 -176668.1 446-00 40.3 964.6 104.9 3688.9 123729.3 286275.7 -162546.4 469-84 170.9 638.0 487�2 1947.9 162217�3 340346.1 -178128.8 446-90 56.6 97M 161.5 3T25.3 123890.8 29000D.9 -166110.1 4TO-00 145.T 635.1 9M 433.8 162311�1 3407T9.9 -IT8468.8 447-00 62.1 961.7 22.0 413.3 123912.8 290414.2 -166501.4 4TO-71 65.7 778.8 2MO 2137.8 162589.1 342917.8 -18032M 447-66 81.5 862.5 ITS.5 2564.1 124088.3 292978.3 �168890.0 4TI-00 66.9 773.7 71.3 958.8 162660.3 3438T6.6 -181216.3 448-00 87.3 849�6 106.3 1239.T lZ4194.6 294218.0 -IT0023.4 472-00 64.5 542.3 243.5 2802.6 162903.8 3466T9.2 �183TTS.4 448-50 96.5 865�2 170.2 1826�O 124364.8 296044.0 �lT16T9�2 4T2-51 7T.4 364.8 134.0 985.2 163037.9 34T664.5 -184626.6 449-00 114.T 867.0 195.6 1844.5 124560.4 297888.4 -lT33M1 473-00 69.T 295.T 133�4 689.2 163171�3 348353.T -185182.4 449-23 106.9 853.1 94.4 842.5 124654.7 298731.0 -IT4076.2 473-72 121.2 74.7 254.5 567.9 163425.8 348921.6 -185495.8 450-00 98.3 882�1 292.6 2845.4 124947.4 3015T6.4 -IT6629.0 4T4-00 229.7 60.3 182.0 80.5 163607.8 349002�1 �185394.3 450-83 93.2 948.4 294.4 3235.5 125241J 304811.9 -lTS570.1 4T4-21 284.1 56.9 199.8 52.4 163807.6 349054.5 -185246.9 451-00 98.6 929.4 60.4 679.8 125302�1 305491.7 -180189.6 474-56 225.6 45.6 330.4 76.4 164138.0 34913M -18499M 451-43 96.3 1026.9 155.1 1791.4 125457.2 3OT283.1 -181825.8 475-00 129.6 97�3 2M4 13M 164427.4 349264.8 -184837.3 452-00 98.0 1022.2 205.1 248T.4 125662.3 309770.4 -184108.1 475-27 12T.6 79.1 128.6 101.4 264556.0 349366.2 -184810.2 452-91 85.6 1216.0 309.4 4337.6 125971.7 314108,0 �188136.3 4T5-89 432.1 39.5 642.T 156.6 165198.7 349522.7 -184324.1 z 453-00 84.1 1237.3 28�3 470.2 126000.0 314ST8.2 �1885TS.2 476�00 514�O 39.1 192.7 18.4 165391�4 349541.2 -184149.8 453-85 75�2 1580.8 250.8 5101�1 126250.8 319679.4 -193428.6 476-67 518.4 41.5 128D.9 115.1 1666T2�3 349656.2 -182983.9 454-00 78.1 1656.5 42.6 1034.1 126293.4 320713.5 -194420.1 4T7-00 345.5 43.2 527.9 59.6 167200.2 349715.8 -182515�6 454-66 119.1 1533.7 241.0 4484.0 126534.4 325197.5 -19B663.2 47T-5T 73.4 311.0 442.1 430.0 167642.3 35 0145.8 -182503.4 455-OD 151.0 1498.9 170.1 2195.9 126704.4 327393�4 -200689.0 478-00 77.T 503.8 120.3 746.1 167762.6 350891.9 -183129.3 w W -1 456-00 114.4 1163.9 491�4 5670.8 12T195.9 333064.2 �205868.3 478-41 89.0 ITT.7 126.5 595.0 16T889.2 351486.9 -183597.T 456-11 IBM 1098.6 63.9 530.0 127259.8 333594.2 �206334.5 478-89 402.7 10.5 437.1 192.4 168326.3 351679.3 -183353.0 456-35 316.2 1066.1 229.2 1106.4 127488.8 334700�6 -207211.8 479-OD 462.5 10.8 IT6.2 5.0 168502.5 351684.3 -183181.8 2- 2- 98 db EARTHD04.i - - -- - - laz oww MODEL: iSth3Send VOLUMES VOLUMES ..... Incremental cumulative MASS Incremental Cumulative MASS STATION END -AREA VOLUME VOLUME HAUL STATION END -AREA VOLUME VOLUME .... HAUL * ... *** ... 0*00 .... *0 ... I** .... 00 .... 0. .... ...... *** .... * ..... **..* CUT FILL CUT FILL CUT FILL CUT FILL CUT FILL CUT FILL 4T9-30 659.0 0.0 623.0 6.9 169125.5 351691.1 -182565.6 504-00 15.4 442.8 30.6 IST6.6 185573.5 432251.9 -246ST8.4 4T9-TI 498.3 24.7 8TB.T 21.5 ITOOD4.2 35IT12.T -181708.5 505-00 90.1 217.2 195.5 1405.6 185T69.0 433657.5 -247888.5 480-00 318.1 56.5 438.4 50.1 170442.6 351762.8 -181320.2 506-00 0.5 302.9 167.8 IJOT.6 185936.9 434765.2 -248828.3 481-00 16.6 7T6.6 619.T 27T4.1 111062.3 353536.9 -182474.6 506-25 0.0 540.9 0.2 449.2 18593T.1 435214.4 -2492T7.3 482-00 5.1 1413.8 40.1 4664.8 1TI102.4 358201.T -187099.3 506-50 0.0 811.4 0.0 T20.0 185937.1 435934.3 -249997.3 482-25 0.0 1493.1 2.4 1547.7 ITI104.7 359749.3 -188644.6 506-80 0.1 1008.5 0.1 1162.T 28593T.2 43TO9T.1 -251159.9 483-00 0.0 1525�8 0.0 4821.8 171104.7 3645T1.1 .193466.4 SOT-00 0.0 1158.5 0.0 923.0 185937.2 438020.1 -252DB2.9 483-41 0.0 3DI.4 0.0 2468.5 1TI104.7 36TO39.7 -195935.0 508-00 34.2 1473.8 63.3 5605.T 186000.5 443625.8 -257625.3 483-80 0.0 1001.8 0.0 1912.9 1TI104.1 368952.6 -19784T.9 509-00 0.0 1321.6 63.3 5953.2 186063.7 449579.0 -263515.3 484-00 0.0 T42.8 0.0 743.0 171104.T 369695.7 -198591.0 510-00 0.0 895.5 0.0 4721.T 186063.T 454300.7 -268237.0 484-29 0.5 435.5 0.3 T2T.T lTIlO5.O 370423.4 -199318.4 511-00 50.9 125.4 94.2 21T4.0 186157.9 456474.T -270316.8 485-00 8.0 24T.5 12.1 1032.7 IT1116.1 371456.1 .200340.0 512-00 165.1 59.2 399.9 392.9 18655T.9 456867.T -270309.8 486-00 55.9 170.3 118.4 889.7 JT1234.4 372345.8 -201111.4 513-00 M3 352.4 461.8 876.4 187019.T 45T744.0 -270T24.4 48T-00 86.9 187.3 264.5 761.5 IT1498.9 31310T.3 -201608.4 514-00 3.5 858.6 162.5 2578.9 IST182.2 460322.9 -273140.7 487-76 T8.5 259.6 232.8 723.3 1TI731.8 3T3830.6 -202098.9 515-00 ID.3 862.5 25.6 3665.3 IST20T.8 463988.2 -276780.4 488-00 83.0 288.6 TI.8 280.2 IT1803.6 3T4110.9 -20230T.3 488-15 83.3 304.1 46.2 189.4 IT1849.8 37430D.2 -202450.5 489-00 131.5 285.T 338.D IOSTJ IT218T.8 3T536T.9 -203180.1 489-22 13T.6 256.6 109.6 254.1 17229T.4 3T5622.0 -203324.6 489-68 122.2 280.4 221.3 526.0 IT2518.T 3TG148.0 -203629.3 49D-00 141.8 4T7.8 156.4 516.T IT2675.2 3T6664.T -203989.6 490-21 154.7 718.2 115.3 534.9 172T90.5 3TT199.6 -204409.1 490-T4 258.4 1337.8 405.5 232D.6 1T3195.9 379520.2 -206324.3 491-00 314.6 1549.1 2T5.9 1598.5 IT34TI.8 381118.7 -207646.8 491-34 392.8 1666.5 445.4 2328.4 IT391T.2 38344T.1 -209529.8 491-51 38O.T 1687.1 243.5 1214.1 IT416O.T 384661.2 -210500.5 491-71 8.3 178T.6 144.1 1480.0 174304.8 386241.2 -211836.3 491-86 29T.6 1829.6 85.0 1155.5 IT4389.8 38T296.7 -212906.8 492-00 46T.5 IT45.8 19B.4 1066.0 IT4588.2 388362.6 -213TT4.4 492-6T 409.4 IT89.3 1088.1 5044.0 175676.3 393406.6 �217T30.3 493-00 412.T 2005.1 502.4 2666.6 1T6178.T 396073.2 -219894.5 493-14 415.2 2081.1 214.T 1218.3 IT6393.4 39T291.5 -220898.1 493-25 388.6 2105.6 163.8 980.8 1T655T.1 398ZT2.3 -221715.2 493-88 426.9 1789.9 951.4 5226.4 1TT508.5 403498.7 -225990.2 494-00 388.9 1730.9 181.3 899.8 ITT689.8 404398.5 -226708.T 494-30 36T.5 1661.3 420.2 216T.2 178110.0 406565.T �228455.T 494-80 345.3 1392.7 660.0 3251.9 ITST69.9 40981T.6 -23104T.6 495-00 296.3 1425.0 23T.6 1200.1 IT900T.6 41101T.7 -232010.1 495-25 2T6.8 14T4.3 265.4 1543.6 1T9212.9 412561.3�-233288.4 495-50 271.3 1415.9 253.8 1538.T 119526.7 414100.1 -234573.3 496-00 232.7 123T.9 466.T 2825.8 IT9993.4 416925.8 �236932.4 49T-00 T8.5 1340.8 5T6.4 5491.8 180569.8 422417.6 -24184T.8 49T-45 86.7 1251.8 137.7 2388.T JBOTOT.4 424806.3 .244098.9 498-00 335.6 4T7.7 430.1 1908.5 18113T.6 426TI4.9 -24557T.3 499-00 69T.6 11.1 1913.3 1041.0 183050.9 42T755.9 -244705.0 500-00 252.5 0.0 1759.4 23.T 184810.3 42TT79.5 -242969.2 501-00 62.5 65.5 583.4 139.5 185393.T 427919.0 -242525.3 502-00 8.5 324.8 131.5 831.1 185525.2 428750.2 -243225.0 503-00 1.1 438.4 17.T 1625.2 185542.9 430375.4 -244832.5 ANUMNINA", , STATE PROJECT NUMBER SHUTNO: T200-04-71 9�s EARTH WORK STH 35 ST. CROIX ........... VOLUMES VOLUMES MODEL: .�i94 35.end MODEL: .,04 35.ena Incremental cumulative MASS Incremental Cumulative MASS STATION END -AREA VOLUME VOLUME HAUL STATION END -AREA VOLUME VOLUME HAUL ..... ....... ..**.* ...... ..... ** ....... .... . .............. .............. ........ * ..... .... CUT FILL CUT FILL CUT FILL CUT FILL CUT FILL CUT FILL 515-00 10.3 862.5 555-40 32T.4 0.0 414.8 0.0 8989.4 63595.1 -54605.T 516-00 14.5 586.2 45.8 3085.2 45.8 3085.2 -3039.4 556-00 312.5 0.0 T11.1 0.0 9TOO.5 63595.1 -53894.6 517-00 13.7 528.8 52.2 2374.4 98.0 5459.6 -5361.6 557-00 488.8 0.0 1484.0 0.0 11184.5 63595.1 -52410.6 517-50 10.6 551.0 22.6 1149.8 120.6 6609.3 -6488.8 558-00 612.9 0.0 2040.1 0.0 13224.6 63595.1 -50370.4 518-00 5.1 586.6 14.6 1211.4 135.2 7820.7 -7685.5 559-00 645.5 0.0 2330.3 0.0 15554.9 63595.1 -48040.2 519-00 6.6 604.7 21.8 2537.0 157.0 10357.T -10200.8 560-00 716.3 0.0 2521.8 0.0 18076.7 63595.1 -45518.4 520-00 3.5 654.0 18.7 2680.6 175.T 13038.4 -12862.7 561-00 765.3 0.0 2T43.6 0.0 20820.3 63595�1 �42TTM 521-00 2.0 T09.9 10.1 2904.6 185.8 15943.0 -15757.2 562-00 T14.8 0.0 2740.8 0.0 23561.1 63595.1 -40033.9 522-00 0.0 696.4 3.6 2994.T 189.4 1893T.7 -18748.3 563-00 824.4 0.0 2850.2 0.0 26411.4 63595.1 -37183.7 523-00 0.0 708.6 0.0 2992.1 189.4 21929.8 -21T40.4 564-00 1326.4 M 3982.9 0.0 30394.3 63595.1 -33200.8 524-00 0.0 TT3.0 0.0 3155.3 189.4 25085.1 -24895.7 565-00 1994.0 0.0 6148.9 0.0 36543.2 63595.1 -2TO51.8 525-00 0.0 62T.5 0.0 2982.5 189.4 28067.6 -27878.2 566-00 223M 0.0 T831.0 0.0 443T4.2 63595.1 -19220.8 525-30 0.0 617.0 0.0 795.1 189.4 28862.7 -28673.3 567-OD 1878.9 0.0 7617.9 0.0 51992.1 63595.1 -11602.9 526-00 0.0 495.2 0.0 1658.1 189.4 30520.7 -30331.3 567-31 1860.3 0.0 2146.6 0.0 5423B.T 63595.1 -9456.4 526-50 0.0 402.9 0.0 956.4 189.4 31477.1 -3128T.7 565-00 2333.8 0.0 5359.1 0.0 59497.T 63595.1 -409T.3 527-00 0.0 403.8 0.0 859.0 189.4 32336.2 -32146.8 569-00 3169.7 0.0 10191.6 0.0 69689.4 63595.1 6094.3 528-00 0.5 485.0 1.0 1892.8 190.4 34228.9 -34038.5 570-00 2939.2 0.0 11312.8 0.0 81002.2 63595.1 IT40T.1 529-00 1.2 SM2 3.2 2098.1 193.6 36327.0 -36133.4 571-00 2564.3 0.0 10191.71 0.0 91193.9 63595.1 27598.8 530-00 0.3 580.8 2.6 2302.0 196.2 38629.0 -38432.8 572-00 2640.1 0.0 9637.9 0.0 100831.7 63595.1 37236.7' 531-00 13.6 570.3 25.6 2451.3 221.8 41080.3 -40858.5 573-00 2336.0 0.0 9215.0, 0.0 110046.8 63595.1 46451�7 532-00 2.4 500.5 29.5 2280.3 251.3 43360.6 -43109.3 574-00 1615.7 0.0 7318.0 0.0 117364.7 63595.1 53769.7 533-00 2.3 431.4 8.6 1984.5 259.9 45345.1 -45085.2 575-00 706.2 41.7 4299.9 88.8 221664.6 63683.8 57980.8 534-00 0.1 471.8 4.4 1923.4 264.3 47268.5 -47004.2 5T5-30 553.8 Mi 700.0 75.9 122364.6 63TS9.7 586M9 534-50 2.9 354.6 2.8 880.0 26T.1 48148.5 -47881.4 576-00 123.0 313.1 8T7.3 581.6 123242.0 64341�3 58900.T 535-00 4.9 187.2 7.2 5TT.0 274.3 48725.4 -48451.1 576-50 9.3 49T.0 122.5 862.6 123364.4 65203.8 58160.6 535-55 9.5 163.8 14.6 411.1 288.9 49136.6 -48847.6 577-00 0.0 623.6 8.6 1193.3 123373.1 66397.2 56975.9 536-OD 17.1 118.7 22.1 2TO.T 311.0 4940T.3 -49096.2 578-00 10.6 615.2 19.6 2638.3 123392.7 69035.5 54357.2 537-00 85.8 16.6 190.4 288.1 501.5 49695.3 -49193.8 5TS-60 IM 476.9 25.6 1395.5 123418.3 70431.0 529BT.3 538-00 198.8 0.0 527.0 35.3 1028.5 49730.7 -48TO2.2 579-00 4�3 386.9 12.4 735�9 123430.7 T1166�8 52263.9 538-45 249.8 0.0 373.8 0.0 1402.3 49730.7 -48328.4 5T9-30 8.3 273.5 7.0 421.9 12343T.7 T1588.7 51848.9 539-00 2T6.8 0.0 536.4 0.0 1938.7 49730.7 -47792.0 580-00 46.5 59.0 71.0 495.6 123508.7 T2084�3 51424.4 540-00 293.8 0.0 1056.6 0.0 2995.3 49730.7 -46T35.4 580-70 112.7 32.2 206.4 135.9 123715.1 72220.2 51494.9 541-00 237.9 6.1 984.6 13.1 39T9.9 49743.7 -45763.9 581-00 124.3 10.3 131.6 2T.2 123846.7 72247.4 5159M 542-00 32T.6 0.0 104T.2 13.1 5D27.1 49756.8 -44729.7 581-40 165.4 0.0 214.6 8.8 124061.3 72256.1 51805.2 542-45 210.2 0.0 44B.1 0.0 54TS.2 49756.8 -44281.6 582-00 491�5 O�o 729.9 0.0 124T91.2 72256�1 52535.1 543-00 121.9 7.9 338.2 9.2 5813.4 49T66.0 -43952.6 583-00 133M 0.0 3380.6 0.0 128171.B T2256.1 55915.T 544-00 13.6 517.8 251.0 1119�5 6064.4 50885.5 -44821.1 584-00 2285.5 0.0 6702.8 O�O 134874.6 T2256.1 62618.5 544-50 14.7 TO9.0 26.3 1306.3 6090.T 52191.8 -46101.1 585-00 3399.9 0.0 10528.5 0.0 145403.2 T2256.1 7314T.0 545-00 46�2 T82.4 56.4 1588.0 6147.0 53779.8 -47632.7 586-00 3911.8 O�o 1354D.1 0.0 158943.2 72256.1 86687.1 546-00 43.5 592.5 166.0 2928.0 6313.0 5670T.7 -50394.7 587-00 4568.5 M 15704.2 0.0 174647.5 72256.1 102391.4 547-00 62.9 385.3 197.1 2082.3 6510.1 58790.1 -52279.9 587-30 4737.1 0.0 5169.8 0.0 IT981T.2 T2256.1 IOT561.1 548-00 11.6 346.1 138.0 1557.5 6648.1 60347.6 -53699.5 588-00 5121.9 0.0 12780.2 0.0 19259T.4 72256.1 120341.3 549-00 57.6 111.7 128.3 975.0 67T6.4 61322.6 -54546.2 589-00 5009.1 0.0 1BT61.2 0.0 211358.6 72256�1 139102.5 550-00 67.5 54.0 231.9 352.8 7008.2 61675.4 -5466T.2 590-00 4207,8 0.0 17068.4 0.0 22842T.0 T2256.1 1561TO.9 SSI-00 35.3 130.6 190.4 393.0 7198.T 62068.4 -54869.7 590-TO 372M 0.0 10287.8 0.0 238714.8 72256.1 166458�6 552-00 18.4 192�0 99.5 687.0 7298.2 62755.4 -5545T.2 591-OD 3816.5 O�O 4191.6 0.0 242906�4 72256.1 170650.3 553-00 34.9 101.1 98.9 624.3 7397.0 633T9.7 -55982.7 591-70 4423.0 0.0 10680.B 0.0 25358T.1 T2256.1 181331.0 554-00 184.2 0.0 405.8 215�4 7802.8 63595.1 -55T92.3 592-00 4291.0 0.0 4841.1 0.0 258428.3 72256.1 186172.1 555-00 232.6 0.0 7TI.8 0.0 8574.6 63595.1 -55020.5 593-00 ?913�3 0.0 13341.4 0.0 271769.7 72256.1 19951M E)6_72000400�EARTH.DGN 2-2-98 jdt, _-EARTHDO6�i m C�m Z 00� Wwm coo FRONTAGE RD. I VOLUMES VOLUMES .... *.**. MODEL.- tfrOntj I.end MASS incrementol CLaulotive MODEL: 1194 35.end Incrementol CLaulative MASS STATION END -AREA VOLUME VOLUME I ... HAUL STATION END -AREA VOLUME VOLUME HAUL .... CUT ". FILL CUT FILL ...... CUT FILL ...... 0.0 2TS32T.6 72256.1 2060TI.5 CUT FILL CUT FILL CUT FILL 593-60 2988.9 0.0 0.0 6558.0 4281.4 0.0 202609.1 72256.1 210352.9 594-00 2T91.1 0.0 12336.4 0.0 294945.5 T2256.1 222689.3 595-00 595.50 38TO.6 440T.2 0.0 T664.6 0.0 302610.1 T2256.1 230353.9 238474.8 31-00 10.0 98.5 -45.1 596-00 4363.4 0,0 8120.9 0.0 31OT31.0 T2256.1 250482.5 31.25 16.4 25.4 IZ.2 5T.4 12.2 57.4 59T-00 2120.8 D.0 200T.6 0.0 0.0 322738.6 325648.5 T2256.1 T2256.1 253392.4 142.1 35.4 199.4 -164.0 59T-50 1022.0 o.o 2909.9 0.0 3274DI.1 72256.2 255145.0 31-50 33.6 281.5 23.1 598.00 8TO.9 o.o o.0 1752.6 1013.4 0.0 328414.5 72256.1 256158.4 0.0 114.5 135.5 149.9 335.0 -185.1 S98-25 1318.1 0.0 5594.T 0.0 3340D9.2 72256.1 261153.1 3146 204.2 599-00 2710.1 3191.5 m 5464.5 0.0 339473.T T2256.1� 267217.6 408.5 0.0 2TZ.3 0.0 422.2 335.0 8T.2 599-5D 600-00 3412.1 O.o 6114.5 0.0 34558B.2 355218.4 72256.1 T2256.1 2T3332.0 282962.3 32-00 053.9 335.0 1018.9 6ol-00 1788.2 0.0 9630.2 0.0 360530.3 7227D.T 2BB259.6 32-50 59T.8 0.0 931.T 0.0 602-00 108D.2 6.8 5311.9 773B.T 14.5 14.5 368269.0 72285.2 295983.8 0.0 1052.4 0.0 2406.3 335.0 2DTI.3 603-00 3098.7 0.0 33-00 538.8 33-31 293.T 10.1 4TT.9 5.8 2884.2 340.T 2543.4 33-50 225.6 2T.9 182.T 13.4 3066.9 354.1 2T12.8 33-80 140.4 34.9 203.4 34.9 32TO.2 389.0 2881.2 34-00 105.6 34.6 91.1 25.T 3361.3 414.T 2946.6 34-10 93.8 33.4 36.9 12.6 3398.3 42T.3 2970.9 34-50 39.9 18.3 99.1 38.3 3497.4 465.7 3D31.7 35-00 43.8 0.0 TT.5 17.0 35T4.8 482.6 3092.2 35-10 53.9 0.0 18.1 0.0 3592.9 482.6 3110.3 35-30 72.2 0.0 46.7 O.D 3639.6 482.6 315T.0 35-50 38.1 0.2 40.8 0.1 3680.5 482.T 319T.8 36-00 25.7 4.0 59.0 3.8 3739.5 486.5 3253.0 36-50 38.3 0.0 59.2 3.T 3T98.1 490.2 3308.5 36-75 15.4 0.9 24.9 0.4 3823.6 490.6 3332.9 3T-00 55.2 0.0 32.T 0.4 3856.3 491.1 3365.2 STATE PROJECT NLUSER SHEET NO. FRONTAGE RD. I T200-04-71' 9.,7 VOLUMES EARTH WORK .... too.*.. GLOVER RD. STH 35 ST. CROIX MODEL. .�frontl 2.end ........... Incremental Cumulatiye MASS * VOLUMES STATION END -AREA VOLUME VOLUME HAUL MODEL: .,gloverw.end ... 40000 ..... * * ..... *.***** *w.. Incremental Cumlative MASS CUT FILL CUT FILL CUT FILL STATION END -AREA VOLUME VOLUME HALL ....... .............. .............. .............. .... 47-00 28.2 0.0 CUT FILL CUT FILL CUT FILL 4T-5D 38.4 0.0 61.T 0.0 61.7 0.0 61.7 48-00 48.9 0.0 80.8 0.0 142.5 0.0 142.5 10-00 24.1 0.0 48-50 69.1 0.1 109.3 0.1 251.7 0.1 251.6 11-00 8.0 33.5 59.5 62.0 59.5 62.0 -2.5 49-00 53.9 2.8 113.9 2.7 365.6 2.8 362.8 12-00 O.T 67.B 16.1 187.5 T5.6 249.5 -IT3.9 49-50 1II.T 21.1 153.4 22.2 519.0 25.0 494.0 12-13 O.T T6.5 0.3 34.T 76.0 284.3 -208.3 49-85 lT8.9 17.1 188.4 24.8 TOT.4 49.T 65T�6 12-84 64.3 151.5 85.5 299.8 161.5 584.1 -422.6 50-00 206.0 18.8 106.9 10.0 814.3 59.T 754.6 13-00 105.5 192.6 50.3 102.0 211.8 686.0 -4T4.2 50-25 211.8 7.5 193.4 12.2 1007.7 TI.9 935.8 14-00 10.5 351.4 214.8 1OOT.4 426.5 1693.4 -1266.9 50-50 243.3 0.0 210.7 3.5 1218.4 75.4 1143.1 15-00 6.9 519.9 32.2 1613.3 458.8 3306.8 -2848.0 51-00 253.5 0.0 460.0 0.0 1678.5 T5.4 1603.1 16-00 6.4 882.6 24.T 259T.1 483.5 5903.9 -5420.4 51-50 186.1 0.0 40T.0 0.0 2085.5 75.4 2010.1 17-00 12.0 1102.9 34.1 36T6.9 517.6 9580.7 -9063.2 51-85 126.8 0.0 202.8 0.0 2288.3 T5.4 2212.9 18-00 3.2 1150.9 28.1 41T3.6 545.7 13T54.4 -13208.T 52-00 45.9 33.8 48.0 9.4 2336.2 84.8 2251.5 18-42 0.0 1155.5 2.5 1793.9 548.1 15548.3 -15000.1 GLOVER RD. VOLUMES MODEL: .�qlovere.end Incremental Cumulative MASS STATION END -AREA VOLUME VOLUME HAUL ...... ...... ... too. cc CUT FILL CUT FILL CUT FILL om z 0 � 21-05 2 1.3 6T.T ,MZ 21-20 66.9 23.5 24.5 25.3 24.5 25.3 -0.8 mm,, 22-00 77.6 8.3 214.0 4T.1 238.5 T2.5 166.1 .Mm. 23-00 21.6 0.0 183.7 15.4 422.3 BT.9 334.4 0G_7Z00040G:EAR1H.DGN 3-5-98 PKB ­ EARTHDOB.. i z go RM SIAT11C PRIOACr NJWBER 'T SHEET NO. =T200-O4-T10j.T EARTH WORK STH 35 ST. CROIX CTH FF VOLUMES COULEE RD. MODEL: .1Cthffw.end MASS VOLUMES Incremental Cumulative STATION END -AREA VOLUUE_ VOLUME HAUL MODEL: tethffe.end Incremental cumulative MASS .,..* .... 0*0.. .11, ... 00.0*0. STATION END -AREA VOLLNE VOLUME HAM CUT FILL CUT FILL CUT FILL "** ... ... CUT FILL CUT FILL CUT FILL 24-00 54.3 0.0 25-OD 51.8 20.9 196.6 46.4 196.6 46.4 150.2 26-00 53.5 54.5 195.0 167.4 391.6 213.8 177.7 30-80 31-00 25.2 242.6 IT4.5 0.0 99.2 TT.6 99.2 77.6 21.6 26-25 61.9 62.6 53.4 65.0 445.0 2T8.9 166.1 31-35 143.8 8.8 250.4 6.9 349.6 84.4 265.2 26-75 88.6 111.0 09.4 192.9 584.4 471.8 112.7 31-50 24.5 93.T 46.8 34.2 396.4 118.6 2T7.8 2T-00 i5T.9 122.2 114.1 129.5 698.6 601.3 9T.3 31-80 430.4 0.0 252.7 62.4 649.1 181.1 468.0 27-50 282.0 184-7 40T.3 341.0 1105.9 942.3 163.5 32-00 421.0 0.0 315.3 0.0 964.4 181.1 783.3 28-00 2T4.3 51T-2 525.0 179.9 1620.9 IT22.2 -101.3 33-00 334.2 0.0 1398.5 0.0 2362.9 181.1 2181.9 34-00 526.T 0.0 1594.4 0.0 395T.3 181.1 3T76.3 35-00 303.5 D.0 153T.6 0.0 5494.9 181.1 5313.8 36-00 186.1 0.0 906.8 0.0 6401.T 181.1 6220.6 3T-00 12G.T 0.0 579.2 0.0 6980.9 181.1 6T99.9 38-00 121.6 0.0 459.8 0.0 T440J 181.1 7259.6 39-00 T8.2 0.0 370.1 0.0 7810.8 181.1 T629.T 40-00 T.0 20.9 157.8 46.5 7968.5 22T.6 TT41.0 42-00 0.0 106.8 12.9 283.T 7981.5 511.3 T4TO.2 42-00 74.3 103.4 13T.7 467.0 8119.1 9T8.3 7140.9 43-00 16.6 14.2 168.5 261.3 8287.6 1239.6 T048.1 44-00 51.0 10.0 125.3 53.8 8413.0 1293.4 7119.6 45-00 2T.6 0.0 145.6 22.2 8558.6 1315.6 T243.0 FRONTAGE RD. 3 VOLUMES MODEL. ifrethff.end Incremental cumulative STATION END -AREA VOLUME VOLUME .......... CUT FILL CUT FILL CUT FILL MASS FRONTAGE RD. 4 HALYL ..44 VOLUMES .00*00*0.*. 40-00 188.2 0.0 40-50 142.6 20.4 306.3 2I.T 306.3 21.T 284.6 41-00 66.7 13.3 193.8 35.9 500.1 57.6 442.5 41-50 7.2 10.6 68.5 25.4 568.6 83.0 485.6 42-00 0.2 98.3 6.8 116.0 575.4 299.0 376.4 42-50 32.8 113.T 3D.5 225.7 605.9 424.T 181.2 43-00 33.5 54.3 61.5 178.9 667.4 603.6 63.8 43-50 13.T 13.3 43.T 72.0 711.1 675.6 35.5 44-00 18.5 0.0 29.8 14.2 T40.9 659.8 51.1 44-50 29.5 0.0 44.4 0.0 T95.3 689.8 95.5 45-00 41.2 0.0 65.4 0.0 850.8 689.8 160.9 w z 0 � 9 M: �Mz =MW .ww. MODEL: tfrAvolt2.end Incremental Cumulative MASS STATION ....... END -AREA .............. VOLUME .............. VOLUME .............. HAUL .... CUT FILL CUT FILL CUT FILL 61-00 144.7 0.0 62-00 114.8 0.0 480.5 0.0 480.5 0.0 480.5 63-00 0.0 118.0 212.6 Z51.2 693.1 251.2 441.9 63-50 0.0 132.6 0.0 266.8 693.1 518.0 175.1 64-00 2.S 89.9 2.3 237.0 695.4 755.0 -59.6 65-00 12.8 53.6 28.3 305.T T23.T 1060.6 -336.9 66-00 3.8 84.1 30.9 293.2 754.6 1353.8 -599.3 67-00 0.0 129.8 7.1 455.5 T61.7 1809.3 -104T.7 68.00 0.0 94.6 0.0 47T.8 761.7 2287.1 -1525.4 69-00 0.4 66.5 0.8 343.1 762.4 2630.2 -186T.8 70-00 0.0 102.7 0.8 360.5 T63.2 2990.7 -2227.4 Ti-00 0.0 140.8 0.0 518.7 T63.2 3509.4 -2746.1 72-00 0.0 237.9 0.0 806.6 763.2 4315.9 -3SS2.7 73-00 0.0 1053.4 0.0 2749.9 T63.2 7065.8 -6302.6 T3-25 9.0 1188.0 4.2 1193.3 767.4 8259.1 -7491.8 T4-00 14.8 1276.8 33.1 3936.8 800.4 12195.9 -11395.5 75-00 0.0 1398.3 2T.5 5696.8 82T.9 17892.7 -17064.8 T6-00 58.3 1079.1 107.9 5275.8 935.8 23168.5 -22232.7 76-80 264.1 766.3 47T.5 3144.0 1413.3 26312.5 -24899.2 ow z 01 all. 000 STATE PROJECT NUMBER S ET NO. TOWER RD. 7200-04-TI ........... * VOLUMES * EARTH WORK MODEL: .,tower.end ........... Incremental Cumulative MASS STH 35 ST. CROIX STATION END -AREA VOLUME VOLUME HAUL ....... .............. o.o..4 ....... .......... *. CUT FILL CUT FILL CUT FILL HIGH RIDGE ROAD *.*.I .... 0. 29-00 31.3 0.0 * VOLUMES * 30-00 70.1 0.0 187.T 0.0 187.7 0.0 187.7 ........... MODEL- ,hjQhrdgw.end 31-00 58.9 2.4 238.8 5.2 426.4 5.2 421.3 Incremental Cumulative MASS STATION END -AREA VOLUME VOLUME HAUL 32-00 45.T 8.9 193.6 24.1 62D.0 29.3 59O.T ...... **.* ... 0 ............. .*.* ......... .... CUT FILL CUT FILL CUT FILL 33-00 49.9 1.1 27T.0 21.4 T97.0 5O.T T46.4 34-00 14.2 2.9 118.8 8.6 915.8 59.2 856.6 5-50 0.0 225.0 6-00 0.0 218.6 0.0 513.4 0.0 513.4 -513.4 35-00 46.9 61.8 113.1 137.8 1028.9 197.0 831.9 6-50 0.0 229.9 0.0 519.1 0.0 1032.5 -1032.5 7-00 0.0 184.8 0.0 480.0 0.0 1512.5 -1512.5 36-00 111.3 126.0 292.9 399.9 1321.8 596.9 T24.9 T-50 0.0 123.1 0.0 356.4 OX 1868.9 -1868.9 B-00 5.8 56.6 5.4 208.0 5.4 20T6.9 -2071.5 37-00 105.1 420.4 40O.T 1163.T 1T22.5 1760.6 -38.1 8-50 26.T 16.T 30.1 84.9 35.5 2161.8 -2126.2 9-00 58.6 0.3 79.0 19.T 214.5 2181.5 -2067.0 37-40 139.8 645.1 181.4 90T.T 1903.9 2668.3 -764.3 9-50 T3�3 0.0 122.1 0.4 236.7 2181.9 -1945.3 10-00 40.6 0.1 105.5 0.1 342.1 2182.0 -1839.8 37-70 4.8 1174.9 80.3 1162.8 1984.2 3831.1 -1846.9 10-50 1.8 55.5 39.3 64.3 381.4 2246.3 -1864.9 11-00 0.0 IIB.4 I.T 201.3 383.1 244T.5 -2064.4 38-00 1.6 1422.1 3.5 1659.2 1987.8 5490.3 -3502.5 11-50 0.0 188.1 0.0 354.8 383.1 2802.3 -2419.2 12-00 0.0 231.3 0.0 485.5 383.1 328T.8 -2904.T 38-30 0.7 1420.0 1.3 1815.8 1989.1 7306.1 -531T.1 12-50 0.0 244.4 0.0 550.6 383.1 3838.4 -3455.3 13-00 0.0 209.6 0.0 525.5 383.1 4363.9 -3980.8 39-00 215.2 1110.8 2T9.9 3772.8 2268.9 11079.0 -8810.0 13-50 0.0 163.4 0.0 431.T 383.1 4795.6 -4412.5 14-OD 0.1 102.9 0.1 308.1 383.2 5103.7 -4T20.5 40-00 240.2 1216.2 843.3 4955.5 3112.2 16034.5 -12922.3 14-50 15.0 25.6 14.0 148.T 39T.2 5252.4 -4855.2 15-00 93.1 0.0 100.1 29.6 49T.4 5282.0 -4T84.T 41-00 253.9 1586.2 915.1 5968.0 402T.3 22002.5 -17975.2 15-50 168.4 0.0 242.2 0.0 739.5 5282.0 -4542.5 16-00 21T.0 0.0 356.8 0.0 1096.3 5282.0 -4185.T 42-00 186.2 2239.7 815.1 8147.7 4842.4 30150.2 -2530T.8 16-50 248.6 0.0 431.1 0.0 152T.4 5282.0 -3T54.6 IT-00 356.0 0.0 559.8 0.0 208T.3 5282.0 -3194.8 43-00 170.9 2241.6 661.3 9543.4 5503.T 39693.5 -34189.8 17-50 416.T 0.0 715.5 0.0 2802.T 5282.0 -2479.3 18-00 756.4 0.0 1086.2 0.0 3889.0 5282.0 -1393.1 43-34 184.2 2240.0 223.6 3245.0 572T.3 42938.6 -3T211.3 18-50 672.9 0.0 13?3.4 0.0 5212.4 5282.0 -69.6 out end 45-40 148.1 2236.3 0.0 0.0 572T.3 42938.6 -37211.3 46-00 103.1 21T8.2 279.1 564O.T 6006.4 48579.3 -425T2.9 4T-00 4T.9 2010.2 279.6 8919.7 6286.0 5T499.0 -51213.1 48-00 4T.0 13T9.5 175.8 721B.9 6461.7 64717.9 -58256.2 49-00 23.1 930.8 129.T 4920.2 6591.5 69638.1 -63046.6 50-OD 3.3 561.3 48.8 317T.8 6640.3 72815.9 -661T5.6 51-00 0.5 268.Z 6.9 1766.6 664T.2 74582.4 -6T935.2 52-00 0.0 86.9 0.9 756.2 6648.1 75338.6 -68690.5 52-50 15.6 1.2 14.5 93.8 6662.5 75432.4 -68769.8 ffloggi�ZU3 L I z gm ,MZ to 47 .Mm. coo HIGH RIDGE RD. VOLUMES MODEL: ihighrdge.end Incremental Cumulative MASS STATION END -AREA VOLUME VOLUME HAUL CUT FILL CUT FILL CUT FILL 21-00 950.7 0.0 22-50 1523.5 0.0 2290.9 0.0 2290.9 0.0 2290.9 22-00 1153.9 0.0 2479.1 0.0 4770.1 0.0 4TTO.1 22-50 86T.0 0.0 28T1.2 0.0 6641.2 0.0 6641.2 23-00 T89.6 0.0 1533.9 0.0 SIT5.1 0.0 BIT5.1 23-50 756.1 0.0 1431.2 0.0 9606.3 0.0 9606.3 24-00 T35.3 0.0 1380.9 0.0 1098T.2 0.0 109BT.2 24-50 727.8 M 1354.7 0.0 12341.8 0.0 12341.8 25-00 T04.9 0.0 1326.5 0.0 13668.4 0.0 13668.4 25-50 604.8 0.0 1212.6 0.0 14881.0 0.0 14881.0 26-00 480.6 0.0 1004.9 0.0 15885.9 0.0 15885.9 26-50 186.1 0.0 617.3 0.0 16503.1 0.0 16503.1 27-00 1.7 95.7 IT3.8 110.8 16677.0 110.8 16566.2 27-50 0.0 302.4 1.5 460.8 16678.5 571.5 1610T.0 28-00 0.0 508.1 0.0 938.1 1667B.5 1509.7 15168.8 28-50 0.0 628.0 0.0 1315.0 166TS.5 2824.7 13853.8 29-00 0.0 T11.4 0.0 1550.3 16678.5 4375.0 12303.5 29-50 0.0 702.3 0.0 1636.2 166T8.5 6011.2 1066T.3 30-00 0.0 619.6 0.0 1529.9 16678.5 7541.1 9137.4 30-50 0.0 44T.6 0.0 1235.2 166TB.5 8776.3 7902.2 31-00 0.0 302.4 0.0 868.1 166T8.5 9644.4 T034.1 31-50 0.0 212.1 0.0 595.5 166T8.5 10239.8 6438.T 32-00 116.6 0.0 107.9 245.5 16786.4 10485.3 6301.1 F,�� STATION END -AREA ..0**** ........... 2933M Incremental VOLUME Cumulative MASS VOLUME HAUL CUT FILL CUT FILL CUT FILL 45-92.5 0.0 218.9 46-00 0.0 261.8 0.0 76.8 0.0 T6.8 -76.8 46-50 0.0 322.9 0.0 622.6 0.0 699.4 -699.4 47-00 0.0 27T.1 0.0 638.9 0.0 1338.3 -1338.3 47-50 0.0 271.3 0.0 584.0 0.0 1922.3 -1922.3 48-00 0.0 310.6 0.0 619.6 0.0 2541.9 -2541.9 48-50 0.0 301.3 0.0 651.5 0.0 3193.4 -3193.4 48-8T 0.0 239.6 0.0 426.2 0.0 3619.6 -3619.6 48-88 0.0 162.6 0.0 8.6 0.0 3628.1 -3628.1 49-00 0.0 101.0 0.0 67.4 0.0 3695.5 -3695.5 49-06 0.0 82.0 0.0 23.3 0.0 3718.8 -3718.8 49-07 0.0 64.8 0.0 3.1 0.0 3721.9 -3T21.9 49-50 0.0 91.4 0.0 143.0 0.0 3864.9 -3864.9 06_72000400�EARTHXGN 7-2-98 idb EARTHD12�i 342+00 goal 341+00 L 10 10 0 SCALE 1,, s2dl7.1 1-12-96 RKB XSZdl9.i 70 50 20 to 20 30 40 R w o r 4 7t �!� �t- D6-T2000400'XS3.DGN PROJECT ID.: 7200-04-71 SHEET NO.: a- -9 XS3D39.1 IT 14 13 t2o 110 TO 6D 3D 20 IQ 0! ID 20 3 40 50 60 70 L ----L— L ------ 5 -- - ----- 4T 5 G ITOr U 2M RW R W -2.b% �.6t 6:t 30 96 0 1 11 - 437+00 12�O O� 436+27 HUM 10 0 Lo SCALE 4 483+00 HOMO UOTAM 481+00 10 Now 144 R,w 18Z.571 R,W 176.0' 54,0 63.1 1AA �zo NO 4 09 oll 0 'o --&T K- J5--- Lo 000 14L L13�'LLjZL --ft I k 4- OL— --4L 0 D6-7200Q40D:XS7.DGN PROJECT ID.; 7200-04-71 SHEET NO.: 9, /4) 9-3-9T 1� PAI XST5D. I I I I A 940 I PROJECT ID.: 7200-04-71 SHEET NO.: 13 �4=R 1�1 n moom I m DG - 7 2000 400:HT GKRD2W � DGI 6-23-98 LEO llrH.RD2WID.1 PROJECT ID.: 7200-04-71 7450 7+00 AM 6+00 5+50 TOO L 10 _,,j3O .. ...... 140_890 SHEET NO.: 9. DG.?2G004G0:HICFRD2W.DGN 6-24-98 LEO HIGWD21 WOMMIMIJAMMMIUMMM SHEET NO.: 13400 12+50 12+00 11+50 11+00 10+50 0 Lo ,?,/go 9�4-97 leo____XSHLD D&-7200040Q:XSHIGHRD.DGN 9-4�97 leo XSHICWDGD.1 PROJECT ID,: 7200-04-71 SHEET NO.: 9�/V? I