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HomeMy WebLinkAboutT 8949-05-70 2000.pdfI Sheet No. t Title Sheet No.2,/-7-g TypiCal Sectlae and Details Sheet No. 31- 3.3 Estimate of Ouontities Sheet Na, -3C, uiscellOYWOUa Ouantities Sheet No.*A-4,1 Right of Way Plot Sheet No.S.l-S.S Plat and Profile Sheet No.(..l-G.r7 Standard Detail DroWings Sheet No. Sign Plates Sheet No. '^ Structure Plats Sheet No. g.( Computer Emthea'k Data Sheet No.a,}.Z-94� Cross Sections TOTAL SHEETS = 4-9 DESIGN DESIGNATION A.D.T. 1997 _ 1500 A.D.T. 202I _ 2250 DJLY. = 280 D. 60.40 T. z 7.T% DESIGN SPEED = 55 MPH ESALS N/A i ` * 0 COUNTY LINE ---- COMSUSTOLE FILMS CORPORATE LIMITS •//a^��✓/�///%UNDETMRIOUND UTLITES PROPERTY LINE- PL 12 GAS LOT LINE — — _ ELECTRIC LIMITED EASEMENT L —. — _ TELEPHONE OR TELEGRAPH EXSTMG RIGHT OF WAY --- — COMMILMICATIONS LINE PROPOSED OR NEW R/W Le$ SERYKE PEDESTAL. SURVEY LINE . POWER POLE SLOPE MTERCEPT -- .... TELEPHONE POLE ORIGINAL GROUND "" RAILROAD MARSH DR ROCK PROFILE SANITARY SEWER IT* ee noted a, w,hy ~ STORM SEWER f'v� WATER MARSH AREA L v F ® �.. EXISTING, CULVERT PROPOSED CULYERT WOODED OR SWUO AREA 1Bax or N") G.A.YERT t ofite YtW®} FILE MAW - 66 aS190'dSyegA§YtT1..� DEPARTMENT STATEA O r A r" ~ ■ TRANSPORTATION WISCONSIN PLAN OF PROPOSED IMPROVEMENT BALDWIN um -dw[Rra�- G �.m �E� T-28-N 0 _e SAM—_ --SS— _ W _ Y MINE CROIX COUNTY S#` R-16-W LAYOUT SCALE 0 ,e, t wL TOTAL NET LENGTH OF CENTERLINE = 4.826 ML l EOUATION STA. 444+42.111 BK= STA. 24'M'+55.66 AH T-29-N EXCEPTION TO NET LENGTH OF R STA.6I0+68.I2 - STA.61I+3&, ,. 1 *`i STA.3 94: R-15-W EXCEPTION TO NET LENGTH OF CL STA.13+70 - STA.00+00 STA.0+00 - STA.10+00 Comainates On this pion ore referenced to the Wisconsin State Pima Coordinate System tWSPCSD,Centra Zone, W ,W STATE OF WISCONSIN DEPARTMENT O-TRANSPORTATION BALDWIN TELECOM, INC 930 MAPLE STREET BALDWIN, WI 54002 ATTN: KEN CARLSRUD PHONE.: 715-684-3346 WEST WISCONSIN TELECOM E 4528 CTH C P.O. BOX 115 DOWNSVILLE, WI 54735 ATTN: GARY WAYNE PHONE: 715-664-8311 UTILITIES NORTHERN STATES POWER CO. 100 NORTH BARSTOW ST. P.O. BOX 8 EAU CLAIRE, WI. 54702-0008 ATTN: BILL.. BURTCH DIST. PHONE: 715-836-1070 WISCONSIN O.N.R. LIASON DNR - WD 1300 W. CLAIREMONT AVE. EAU CLAIRE. WI 54701 ATTN: ROB STRAND PHONE 715-839-1609 affl CALL DIGGERS HOTLINE TOLL FREE HWY: U.S.H. 12 1 COUNTY: ST. CROIX PLOT OATS: Vi2-40 b LIST OF STANDARD ABBREVIATIONS GENERAL NOTES ABUT. ABUTMENT AGG. AGGREGATE AN, AHEAD APPROX. APPROXIMATE THE LOCATION OF EXISTING AND PROPOSED UTILITY A.E.W. APRON ENDWALL INSTALLATIONS AS SHOWN ON THE PLANS IS APPROXIMATE. ASPH. A,D.T. ASPHALTIC AVERAGE DAILY TRAFFIC THERE MAY BE OTHER UTILITY INSTALLATIONS WITHIN AZ. AZIMUTH THE AREA THAT ARE NOT SHOWN. BK. BACK BEG. BEGIN B.M. BENCH MARK WHEN THE QUANTITY OF THE ITEMS OF BASE, OR SURFACE C/L CONC. CENTER LINE CONCRETE COURSE IS MEASURED FOR PAYMENT BY THE TON„ THE CONST. CONSTRUCTION DEPTH OR THICKNESS OF THE COURSE SHOWN ON THE PLANS IS CO. COUNTY APPROXIMATE AND THE ACTUAL THICKNESS WILL DEPEND ON THE C.T.H. X-SEC. COUNTY TRUNK HIGHWAY CROSS SECTION DISTRIBUTION OF THE MATERIAL DIRECTED BY THE ENGINEER. DR. CRUSHED CFS CUBIC FEET/SECOND C.Y., CU. YD. CUBIC YARD NO TREES OR SHRUBS ARE TO BE MOVED WITHOUT THE CULY. CULVERTC.P, CULVERT PIPE APPROVAL OF THE ENGINEER D.O.T. DEPARTMENT OF TRANSPORTATION D.H.Y. DESIGN HOUR VOLUME DIA. DIAMETER DISTURBED AREAS WITHIN THE RIGHT OF WAY. EXCEPT THE. AREAS WITHIN D. DIRECTIONAL DISTRIBUTION THE FINISHED SHOULDER POINTS, ARE TO BE FERTILIZED, MULCHED AND DISCH. OR DIS. EA. DISCHARGE EACH SEEDED AS DIRECTED BY THE ENGINEER. ELECT. ELECTRIC EL.OR ELEV. ELEVATION ENE. EMBANKMENT ASPHALTIC MATERIAL FOR TACK COAT HAS BEEN ESTIMATED AT .025 GAL.. / S.Y. E_.B_S. EXCAVATION BELOW SUBGRADE L1. LEFT L.H.F. LEFT-HAND FORWARD UN. LINEAR LIN. FT'. LINEAR FOOT L.S. LUMP SUM MAX, MAXIMUM ML MILE MISC. MISCELLANEOUS N.E. NORTH EAST N.W. NORTH WEST PAVT PAVEMENT STANDARD DETAIL. DRAWINGS P.C. POINT OF CURVATURE P.I. POINT OF INTERSECTION P.T. POINT OF TANGENCY P.O.T. POINT ON TANGENT LB. POUND P.E. PRIVATE ENTRANCE. BD1-13 CONCRETE CURB, CONCRETE CURB & GUTTER AND PAVEMENT TIES PROJ. PROJECT BEB-2 TYPICAL INSTALLATION OF EROSION BALES R. REO'D RANGE REQUIRED BE9-4 SILT FENCE RT. RIGHT BFI-11. APRON ENDWALLS FOR CULVERT PIPE R.H.F. RIGHT-HAND FORWARD B F1O-1 CONCRETE MASONRY ENDWALLS FOR CULVERT PIPE AND PIPE ARCH R/W RD. RIGHT OF WAY ROAD 9A1-11a AT -GRADE SIDE ROAD INTERSECTION, TYPES B. C & D SHR. SHRINKAGE 14815-3a CLASS "A" STEEL PLATE BEAM GUARD, INSTALLATION SLOPE AND ELEMENTS STD, S.D.D. STANDARD 14618-3a CLASS "A" STEEL PLATE BEAM GUARD CAT BRIDGES, ST,H DETAIL DRAWINGS STATE TRUNK RUNK HIGHWAY OBSTACLES AND SIDEROADS A DRIVEWAYS) STA. STATION 14624-2a,b,&c STEEL PLATE BEAM GUARD ENERGY.ABSORBING TERMINAL S.P.P.A. STRUCT. STRUCTURAL PLATE PIPE ARCH STRUCTURE I5A3-1 MARKER POSTS, FLEXIBLE, FOR CULVERT ENDS SURF. SURFACE 15C8-So PAVEMENT MARKING (MAINLINE) TEL. TELEPHONE 15C8-8b PAVEMENT MARKING (INTERSECTIONS) TN. TOWN 15C8-8c PAVEMENT MARKING (CLIMBING LANE & PASSING LANEk T. UNCL. TRUCKS (PERCENT OF) 15C8 -Be PAVEMENT MARKING (ISLANDS, STOP LINE, CROSSWALK) U.G. UNCLASSIFIED UNDERGROUND 15C12 -2 TRAFFIC CONTROL FOR LANE CLOSURE V. VELOCITY OR DESIGN SPEED V.C. VERTICAL CURVE ORG DATE : W-30-49 PLOT WAIC ; W $N9OTW Q'96itia : MT.6 SCALE. FEET i.4 is iYi C WtS @@TOA.IM1@r. Gt,CCY 6'J U.S.H. 12 CLEAR ZONE IS' .02Z .0271- l041/1 SHAPING SHOULDER A1.1 3.1 5® ASPHALTIC CONCRETE PAVEMENT. TYPE MV (REO'D) EXISTING 9' CONCRETE EXISTING 6-12' ASPHALTIC pl st ✓ PAVlT CRUSHED AGG. BASE COURSE SHLDRS. (REO'DI CONSTRUCT IN THREE LAYERS. MILL AND RELAY EXISTING BASE A SURFACE 61 2' LOWER LAYER Qi lVz" INTERMEDIATE LAYER U.S.H. 12 9 lVz- UPPER LAYER 91 TYPICAL PROPOSED HALF SECTION TYPICAL EXISTING HALF SECTION CLEAR ZONE I6- :9 - U.S.H. 12 1 r 3, 3, 9 I STA. 367-30 TO STA. 444.43 EXISTING ASPHALTIC( :9 STA. 24-55.66 TO STA. 0.00 PAVEMENT 0 4Z a STA. 0-00 TO STA. 27.00 VAR. S.E. AS REO'D.-MIN] S*E, AS RED' D. STA. 495-65 TO STA. 646-19.7 EXISTING CRUSHED DUR AGO. BASE CO URSE -No SHAPING SHOULDERS RMD- SHOULDERS U l CRUSHED AGG,l BASE COURSE SHLDRSl OREOlD) � 0 ADJACENT (TO BE USED ON SHAPING SHOULDERS REOlD. Fir FINISHED SHOULDER AND M HE �LDPE 5" ASPHALTIC CONCRETE PAVEMENT. TYPE MV (REO'DI SHOULDER INSLOPE1 I EXIST,, CONCRETE PAVlT. WILL AND RELAY EXISTING BASF & SURFACE 6- U.S.H. 12 EXIST. CONCRETE PAV'T. EXISTING TYPICAL HALF SECTION' FINISHED SUPERELEVATED SECTION l SUPERELEVATED S. 31 1 - %047, TRUCK LANE TYPICAL SECTION ON CURVE EXIST. (SUPERELEVATION) 9 0 2X .02'4 04Z STA. 23-22.5 TO STA. 9-90.29 ti MAY MAY STA. 0-69.6 TO STA. 14-00.75 4 STA. 20-36.6 TO STA. 25-98.89 4 ASPHALTIC 5' ASPHALTIC CONCRETE EXISTING CONCRETE PAV'T. STA. 528-38.66 T 0 STA. 530-43.70 x PAVEMENT,TYPE PAVEMENT. TYPE MV (REO'D1 �REQ' STA. 544-12.67 TO STA. 549-78.23 4 CRUSHED AGG;. BASE COURSE C S A CRUSHED AGG..BASE CO"URSE STA. STA. 557-93.94 To 581-74.50 To STA. STA. 577-11.86 586-29.69 DEPTH OF EXISTING 4 SHLDRS. D S I REO'D I SHLOr 5 M 0 DI SKDRS. (REO'D I STA. 598-10.33 To STA. 602-21.04 ASPHALTIC BORING TAKEN 9 I CONSTRUCT IN THREE STA. 603-70.21 TO STA. 610-67.99 (MILEAGE BASED ON DISTANCE 2 LAYERS. STA. 610-67-99 T 0 STA. 621-06.75 FROM THE EAST COUNTY LINEW T, l l A� lll, A MILL AM RELAY EXISTING BASE & SURFACE 6- OW TER 2" LOWER LAYER I'lz- INTERMEDIATE LAYER STA. 622-55.84 TO STA. 628-82.17 LOCATION DEPTH 54 11• I'1z' UPPER LAYER STA. 632.33-08 TO STA. 635-38.08 (INCHES) .05 6 TYPICAL.SECTION FOR TRUCK LANE .8 7" 1.3 6" U.S.H. 12 1.7 2.35 12" 6.5" STA. 566.70 TO STA. 594.00 2.90 91, 3.70 12 4.20 7 4.7 V 5.2 7" STATE PROJECT NUME3ER:8949-05-70 HWY: U.S.H. 12 f COUNTY. ST. CROIX I TYPICALS SCALE. FEET SHEET 1 NO: 2.7- JEJ PEE KhAE - DO PLOT DATE: 6-12-00 6p ORG DATE 3-1-" PLOT NAME : 8949t,0W :DIST. 6 PLOT SCALE 2004000004DO0000 - - WISDOT/CADDS SHEET 42 I R P PROJECT NUMBER: 8949-05-70 I 3.01 3- 12, ECM .04% .02Z .02% LCRUSHED, AGG;.SBASE 4' ASPHALTIC CONCRETE COURSE 7(SMDSo _.PAWT. TYPE NV 7 4' SALVAGED TOPSOIL 8' CRUSHED AGGREGATE BASE COURSE LYRICAL SECTION CONSTRUCT IN TWO LAYERS C.T.H. 'NN' STA. 10-60 TO STA. 11•S3 HWY: U.S.H. 12 1 COUNTY: ST. CROIX TYPICALS PLOT DATE- 2-22-M be ORC DATE : 3,j-" PLOT NAME 4' SALVAGED TOPSOIL CRUSHED AGG. BASE COURSE fSHLDS, I OEM �10f�t� : DrST.6 PLOT SCALE WISOOT/CADDS SHEET 42 0 li ;; #.. #. #1• # # EE Mmkoomtkfal SURFACE LAYER NOTE: IF THE EXISTING # ROAD CONSISTS OF M IICOURSE SURFACE, THE NEW ASPHALT ENDS OFSHALL. . XIS INNE PLACED AIDE OA UNDERRZ REMOVE MATERIAL JOINTS' ALL NOT 13E REMOVED UNDER THfS-lTff4 UNTIL 24 # BEFOREDER # SIDEROAD PAVEMENT DEPTH EDGE AND BE TAPERED TO 3" MINIMUM AT JOINT NOTE:CONSIDERED "REMOVING,TO THE ITEM .� SCALE. FEET O,igimlC : TIST.6 PLOT SCkE WfSDOT/CADDS SHEET 42 RURAL DRIVEWAY DETAIL — ASPHALT -------------------------- 10 EDGE OF PAVED SHOULDER EDGE OF PAVEMENT LIMITS AS DIRECTED BY 30` RADIUS 40° ENGINEER MAXIMUM MAXIMUM i PAID UNDER ITEM - "ASPHALTIC SURFACE4 DRIVEWAYS" I WHICH SHALL INCLUDE ANY REMOVAL OR SHADING NECESSARY TO COMPLETE THIS AREA. 24° MAXIMUM WIDTH TYPICAL DRIVEWAY DETAIL (NON-COMMERCIAL RURALt 10, ' EDGE OF PAVEMENT- __.._ �.�� PAVED CR. AGO. HALF SECTION � HALF SECTION 4QM,RADximUIMUS 62° MAXIMUM B' P.E. P 12' F.E. 12• F,E. " 35' IT.5' C.E. 1T.5° C.E. MAXIMUM -+--.oz .02 -®- WIDTH ---------.-.._,• µPS' g. TYPICAL DRIVEWAY DETAIL 6® CRUSHED AGG. (COMMERCIAL RURAL) BASE COURSE '2" ASPHALTIC SURFACE, DRIVEWAYS OVER 4" CR. AGG. BASE OR MATCH EXIST, COURSE ASPH. DEPTH TYPICAL SECTION FOR PRIVATE ENTRANCES STATE PROJECT NUMBER:8949-05-70 HWY: U.S.H. 12 COUNTY: ST. CROIX SPECIAL DETAILS SCALEe FEET D SHEET NO: 2.� E ILL euct : M asa� nOl DATEn 9-2-99 ba CK DATE : 9-2.99 PLOT NAIL(, : 4H99Di 0`4mtM : Ds%6 PLOT SCALE ,_._. WISDOTICADDS SHEET 42 _.._ _.�._. PLOP NAIE: eft Mpnatx: Die 9 PLOT SCALE: w z z T a- U X ----CONSTRUCTION LIMITS �A ---- ROAD WORK 1500 FT. ----- W20-1 ____ ROAD WORK 1000 FT.----- W20-1 --_- ROAD WORK 50O FT. ------ W20-1 ---- END ROAD WORK -_-- G20-2A (48- X 24"} ----ROAD WORK NEXT X MILES---- G20-1 (60" X 24") ---- ROAD WORK AHEAD �---- W20-1 ---• LOW SHOULDER___- W08-8 (SHALL BE PLACED 500' IN ADVANCE OF CONSTRUCTION LIMITS) 1 I n GENERAL NOTES ALL SIGNS ARE 48" X 48" UNLESS OTHERWISE NOTED. ALL SIGNS ON THIS PAGE TO BE MOUNTED ON PERMANENT SUPPORTS. 'WO' SERIES SIGNS ARE "W" SERIES EXCEPT THE BACKGROUND IS ORANGE. TEMPORARYANY SIGNS OR EXISTING. WHICH CONFLICT THE TRAFFIC CONTROL REMOVED OR COVERED NEEDED D •/ BY THE ENGINEER. CONFLICTTHE EXACT NUMBER, LOCATION AND SPACING OF ALL TRAFFIC CONTROL DEVICES MAY BE ADJUSTED TO FIT FIELD CONDITIONS AS DIRECTED BY THE ENGINEER. THE SPACING BETWEEN SIGNS SHOULD BE ADJUSTED TO NOT / TO PROVIDE r i (500 FEET DD 0. EXISTING SIGNS. TRAFFIC CONTROL FIE M 554�8N9TCJ" PLOT DATE:� a-6-" ORD DATE : 8-5-" PLOT NAME : 8N9TClOj orlqi.t� : ML 6 PLOT SCALE �13 WISDOTICADDS Iliffiffamsms q POST MOUNTED SIGN REMOVING PAVEMENT MARKING �C TYPE III BARRICADE WEOUIVALENTt WITH SIGN FLAGS. I6"'x26" MIN., ORANGE ® DRUM DRUM WITH WARNING LIGHT. TYPE C (STEADY -BURNT EM ASPHALTIC PAVEMENT WIDENING C7> DIRECTION OF TRAFFIC FLOW WIDTH ON SIGN TO BE APPROX. IFOOT LESS THAN AVAILABLE WIDTH. (OMIT IF AVAILABLE WIDTH IS MORE THAN 15 FEET) C�s 13 NoF IN TEMPORARY PAVEMENT MARKING. STOP LINE, !9;p� 24-INCH.REMOVABLE TAPE tTYP.)TEMPORARY PAVEMENT MARKING.4-INCH, REMOVABLE TAPE.WHITE EDGELINE 9- (STOPLINE TO STOPLINEI. REMOVE EXISTING# EDGELINE AND OFFSET THE TEMPORARY 9� EDGELINE IF THE DISTANCE FROM THE EDGELINE TO CONCRETE BARRIER WALL IS LESS THAN 9' TEMPORARY PAVEMENT' MARKING, 4-INCH. REMOVABLE TAPE. WHITE EDGELINE t 50° lo� i^°ort?j-I ASPHALTIC PAVEMENT SHOULDER WIDENING, AS INDICATED IN MISCELLANEOUS OUANTITIES OR PLANS m TYPE III BARRICADE THE EXACT NUMBER. LOCATION AND SPACING OF ALL SIGNS AND DEVICES SHALL BE ADJUSTED TO FIT FIELD CONDITIONS. NON -OPERATIONAL EOUIPMENT OR MATERIAL SHALL BE LOCATED BEHIND THE PRECAST CONCRETE BARRIER AND ALLOW SIGHT FOR STOPPED VEHICLES TO SEE APPROACHING TRAFFIC THROUGH THE WORK ZONE. THE SPACING BETWEEN TRAFFIC CONTROL SIGNS SHOULD BE ADJUSTED TO NOT CONFLICT WITH AND SHOULD PROVIDE A MINIMUM OF 200 FEET (500 FEET DESIRABLES CLEARANCE TO EXISTING SIGNS THAT WILL REMAIN IN PLACE. ALL SIGNS ARE 48"x4B" UNLESS OTHERWISE NOTED. 'WO" IS THE SAME AS "W' EXCEPT THE BACKGROUND IS ORANGE. SIGN LAYOUTS SHALL BE IN ACCORDANCE WITH THE FHWA'S MANUAL OF STANDARD HIGHWAY SIGNS OR THE WISCONSIN STANDARD SIGN PLATES, ANY SIGNS TEMPORARY OR EXISTING. WHICH CONFLICT WITH TRAFFIC CONTROL "IN USE" SHALL BE REMOVED OR COVERED AS NEEDED AND AS APPROVED BY THE ENGINEER.. PLACE TEMPORARY PAVEMENT MARKING EDGELINE AND CENTERLINE, AND REMOVE EXISTING PAVEMENT MARKINGS IF LANE CLOSURE IS TO BE IN PLACE FOR T OR MORE CONTINUOUS DAYS AND NIGHTS OR AS NOTED ON DETAIL. * SOO'SPACING SHOWN IS FOR ROADWAYS WITH A PRE -CONSTRUCTION REGULATORY SPEED LIMIT OF 45 MPH OR MORE. FOR 35-40 MPH. USE 350' TYPICAL SPACING. FOR 25-30 MPH. USE 200' TYPICAL SPACING. go 0 Eli full �l TRAFFIC CONTROL FOR REMOVING BOX CULVERT WIDTH ON SIGN TO BE APPROX. I FOOT LESS THAN AVAILABLE WIDTH. (OMIT IF AVAILABLE WIDTH IS MORE THAN 15 FFFT) +: 500, DATE I3JUNQQ ESTIMATE OF QUANTITIES LINE $949-05-70 NUMBER ITEM ITEM DESCRIPTION UNIT TOTAL QUANTITY 0010 20101 CLEARING STA. 1.00 1.00 0020 20104 GRUBBING STA. 1.00 1.00 0030 20301 REMOVING OLD CULVERT, STATION 543+39.89 LS 1.00 1.00 0040 20330 REMOVING OLD CULVERTS EACH 1.00 1.00 0070 20419 REMOVING ASPHALTIC SURFACE, BUTT JOINTS S.Y. 1,037.00 1,037.00 RmlEfllm 0080 20420 REMOVING ASPHALTIC SURFACE, MILLING S.Y. 120.00 120.00 0110 20811 SELECTED BORROW EXCAVATION C.Y. 484.00 484.00 0130 21103 PREPARATION OF FOUNDATION FOR ASPHALTIC LS 1.00 1.00 PAVING, PROJECT 8949-OS-70 0150 21303 FINISHING ROADWAY, PROJECT 8949-OS-70 LS 1.00 1.00 0160 30404 CRUSHED AGGREGATE BASE COURSE TON 6,708.00 6,708.00 0170 30409 SRAPD40 SHOULDERS STA. 558.00 558.00 0180 40204 ASPHALTIC MATERIAL FOR TACK COAT CAL. 4,481.00 4,481.00 0190 40301 ONP, ASPHALTIC MIXTURE TON 2S,249.00 25,249.00 0200 40SOI ASPHALTIC MATERIAL FOR PLAN' MIXES TON 1,516.00 1,516.OQ 0210 40713 ASPHALTIC CONCRETE PAVEMENT, TYPE MV TON 2S,249.00 25,249.00 0220 41105 ASPHALTIC SURFACE, DRIVEWAYS AND FIELD TON 100.00 100.00 ENTRANCES 0230 50409 CONCRETE MASONRY, ENDWALLS C.Y. 18.00 18.00 0250 52005 CULVERT PIPE, CLASS III, 24-INCH L.F. 84.00 $4.00 0290 52063 APRON ENDWALLS FOR CULVERT PIPE, EACH 2.00 2.00 24-I CH 0330 52215 REINFORCED CONCRETE CULVERT PIPE, CLASS L.F. 120.00 120.00 III, 72-H 0340 60170 CONCRETE CURB AND CUTTER, 36-INCH, TYPE L.F. 157.00 157.00 D 0350 60602 HEAVY RIPRAP C.Y. 75.00 7S.00 0370 61408 STEEL PLATE BEAM GUARD, CLASS. A L.F. 2,575.00 2,575.00 0380 61435 STEEL PLATE BEAM GUARD, ENERGY EACH 2.00 2.00 ABSORBING TERMINAL 0400 61803 MAINTENANCE AND REPAIR OF HAUL ROADS, LS 1.00 1.00 PROJECT 8949-05-70 0410 61910 MOBILIZATION LS 0.40 0.40 0420 62501 TOPSOIL S.Y. 363.00 363.00 0430 62702 MULCHING S.Y. 363.00 363.00 0440 62811 EROSION BALES, DELIVERED EACH 5.00 5.00 0450 62812 EROSION BALES, INSTALLED EACH S.00 5.00 0460 62815 SILT FENCE, DELIVERED L.F. 100.00 100.00 DATE 13JUN00 LINE NUMBER ITEM ITEM DESCRIPTION 0470 62816 SILT FENCE, INSTALLED 0480 62817 SILT FENCE MAINTENANCE 0500 62842 EROSION MAT, DELIVERED, CLASS III, TYPE B 0510 62843 EROSION MAT, INSTALLED, CLASS 111, TYPE B 0520 62905 FERTILIZER, TYPE B 0530 63009 SEEDING, MIXTURE NO. 20 E S T I M A T E O F Q U A N T I T I E S 8949-05-70 UNIT TOTAL QUANTITY L „F.. 100.00 300.00 L.F. 100.00 100.00 S.Y. 100.00 100.00 S.Y. 100.00 10040 CWT. 1.00 1.00 LB. 50.00 50.00 F�iNT3fi>f�z. 0560 64303 TRAFFIC CONTROL, PROJECT 8949-05-70 LS 1.00 1.00 0570 64313 TRAFFIC CONTROL, BRUNS DAYS 2,a250.00` 2,250.00 0590 64316 TRAFFIC CONTROL, BARRICADES, TYPE III DAYS 5.00 5.00 0600 64326 TRAFFIC CONTROL, SIGNS DAYS 930.00 930.00 0610 64506 GEOTEXTILE FABRIC, TYPE MR S.Y. 200.00 200.00 0620 64602 PAVEMENT MARKING, 4-ZNCH, EPDXY L.F. 56,444„00 56,444.00 0630 64616 PAVEMENT MARKING, CHANNNELIZIMG, 8-INCH, L.F. 516.00 516„00 EPDXY 0640 64626 PAVEMENT MARKING, SAME DAY, 4-INCH, L.F. 48,047.00 48,047.00 EPDXY 0670 64901 TEMPORARY PAVEMENT MARKING, 4-INCH L.F. 93,725.00 93,725.00 0680 64904 TEMPORARY PAVEMENT MARKING, 4-INCH, L.F. 240.00 240.00 REMOVABLE TAPE 0640 64914 TEMPORARY PAVEMENT MARKING, STOP LIME, L.F. 24.00 24.00 24-INCH, REMOVABLE TAPE 0720 65055 CONSTRUCTION STAKING, CURB, GUTTER, AMD L.F. 1S7„00 157.00 CURB AND GUTTER 0730 6SO60 CONSTRUCTION STAKING, PIPE CULVERTS EACH 3.00 3.00 0740 65099 CONSTRUCTION STAKING, INITIAL LAYOUT L.F. 39840 39340 0750 66501 SAWING EXISTING PAVEMENT L.F. 64.00 6440 0760 90004 MISC 90004A REMOVING EXISTIG DRIVEWAY LS 1.00 1.00 STA. 15a00 RT 0770 90004 MISC 90004B REMOVING EXISTING DRIVEWAY, LS 1.00 1„00 STA. 419+00 RT 0780 90004 MISC 90004C REMOVING EXISTING DRIVEWAY, LS 1.00 1,00 STA. 528s38 RT 0810 90310 REMOVING MARKER POSTS EACH 18.00 18.00 0820 90329 GRADING, SHAPiMG AND FINISHING FOR BEAM EACH 2.00 240 GUARD TERMINALS AND ANCHORAGES 0830 90338 GRADING, SHAPING 8 FINISHING LS 1100 1.00 INTERSECTION, INTERSECTION, CTH MN 0890 903M HILL AND RELAY ASPHALTIC PAVEMENT S.Y. 89,601.00 $9,601.00 0900 90365 QMP, BASE COURSES TON 6,708.00 6,709.00 DATE 13J.M00 ESTIMAT E OF QUANTITIES LINE 8949-OS-70 NUMBER ITEM ITEM DESCRIPTION EMIT TOTAL QUANTITY 0930 90394 PROFILOGRAPH LS 0.35 0.35 0950 90616 MARKER POSTS, FLEXIBLE, FOR CULVERT END EACH 2.00 2.00 CLEARING 4 GRUBBING STA. STA. ASPHALTIC MATERIAL FOR PLANT MIXES STATION LOCATION CLEARING GRUBBING 367.30 CTH NN 1 1 STATION TO STATION LOCATION TON _ 367.30 - 444.43 MAINLINE 396 " 24.55 - 0.00 MAINLINE 126 0.00 - 27.00 MAINLINE 139 REMOVING OLD CULVERT STA, 543.39,89 495.65 - 646.19.T MAINLINE 773 566.70 - 594.00 TRUCK LANE 50 STATION LOCATION L.S. REMARKS SIZE 367.30 RT CTH NN 12420.36 543.39.89 YAy1LENE 3 BOX CULVERT BXID RT 290TH S% 1.8 423.43 L'E PIONEER RD. 1.8 433.43 LT 292ND ST. 1.8 REMOVING OLD CULVERT 532.56 LI',RT CTH W A WILSON ST, 12 561.55 RT I 315TH ST. 1.8 542.30 - 544.55 SMOLDER WIDENING 1.0 STATION LOCATION EACH, REMARKS SIZE 10.40 CTH NN 1 CSCP 18, TOTAL; 1516 ASPHALTIC CONCRETE PAVEMENT. TYPE MV REMOVING ASPHALTIC SURFACE. BUTT JOINTS STATION TO STATION LOCATION TON STATION LOCATION S.Y. REMARKS 367.30 - 444.43 MAINLINE 6599 367.30 MAINLINE 244 BEGIN PROJECT 24.55 - 0.00 MAINLINE 2101 646.19.7 MAINLINE 244 END PROJECT 0.00 27-DO MAINLINE 2310 610.68.12 MAINLINE 488 STRUCTURE 495.65 - 646.19.7 MAINLINE 12880 11.53 CTH NN 61 USH 12 566.70 - 594.00 TRUCK LANE 834 �9 TOTAL: 1037 ^ CTH NN 2 36T•30 RT420 36 RT 30 290TN ST, 30 423.43 li PIONEER RD, 30 " 433.43 LT 292ND ST. 30 REMOVING ASPHALTIC SURFACE. MILLING 532-56 LT.RT CTH W A WILSON ST, 190 561.55 RT 315TH ST. 30 542.30 - 544.55 S14OLLDER WIDENING 15 STATION LOCATION S.Y. REMARKS 532*56 LT 120 CTH W TOTAL.; _ 25249 SELECT BORROW EXCAVATION STATION LOCATION C.Y. ASPHALTIC SURFACE, DRIVEWAY AND FIELD ENTRANCE 543.39.84 U.S.N. 12 484 STATION LOCATION TON REMARKS Y DRIVEWAY VARIOUS 8OD USH 12 CRUSHED AGGREGATE BASED COURSE STATION TO STATION LOCATION TON 367.30 - 444.43 SHOULDERS 160T CONCRETE MASONARY, ENOWALLS 24.55 . D•00 SHOULDERS 511 " 0.00 " 27.00 SHOULDERS 562 STATION LOCATION C.Y. REMARKS 495.65 • 646.19 SHOULDERS 3136 543.39.89 MAINLINE 18 USH 12 367.30 CTH NN 92 9 TN.RD. 300 4 21 UNDISTRIBUTED 500 TOTAL: 6T08 CULVERT PIPE. CLASS III, 24-INCH 4 4STAT%ON SHAPING SHOULDERS LOCATION TYPE L.F. STEEL ALUMINUM A.E.W. 480.55 CTH ZIP -. P. @4 .064 LOTS 2 4 STATION TO STATION LOCATION STA. 367.30 - 444.43 LT,RT 154 $4 24^55 - 0•00 LT.RT 49 CONCRETE CURB AND GUTTER, 36-INCH. TYPE D 8 0.00 27.00 LT,RT 54 W 495.65 - 646.19 LT,RT 301 STATION LOCATION L,F. REMARK _ TOTAL: 558 367.30 LT,RT 157 CTH NN d HEAVY RYPRAP X H. ASPHALTIC MATERIAL FOR TACK COAT N STATION LOCATION C.Y, REMARK N Tp STATION LOCATION REMARK 543-39.89 -LT ,R1 75 USH 12 367.30 - 444.43 MAINLINE 1200 RATE OF .025 GAL. PER S.Y. 24.55 - 0.00 MAIN-IE 382 y 0.00 - 27.00 MAINLINE 420 REINFORCED CONCRETE PIPE. CLASS 111. 72-INCH H 495.65 - 646.19.7 MAINLINE 2347 ,,. 566.70 - 594.00 TRUCK LANE 137 STATION LOCATION PE L�F, REMARK TY543.39.89 TOTAL: 4481 MAINLINE RCCP 120 USH 12 U STATE PROJECT NUMBER:8949-05-70 HWY: U.S.H. T2 COUNTY: ST. CROIX MISCELLANEOUS QUANTITIES ° 6RE SCALE, FEET SHEET NO: 3(� E N . A6k : 06 d9tl9D5(ri®449M�f:N ROT DATE: 6•M-Otl Mo CAG tlATc , x-a.ua rm.. >... MAW; u54%mw MT.6 PLOP SCALE : WiSOOT✓CADDS SHEET 42 STEEL PLATE BEAM GUARD, CLASS A PAVEMENT MARKING. SAME DAY, 4-INCH. EPDXY STATION TO STATION LOCATION L.F. REMARKS __..._ STATION 70 STATION LOCATION L.F. REMARKS 613•00 - 638.50 547.00 - 547,25 RT LT 2550 25 EXTENSION 367•30 - 649.19 MAIKINE 48047 SOLID AND DASHED CENTERLINE (YELLOW) TOTAL: 2575 TEMPORARY PAVEMENT MARKING, 4-INCH STEEL PLATE BEAM GUARD, ENERGY ABSORBING TERMINAL STATION LOCATION EACH REMARKS 612.50 RT I USH 12 639.00 RT i. USH 12 TOTAL. 2 EROSION BALES. DELIVERED AND INSTALLED STATION LOCATION EACH REMARKS 36T•30 CTH NN S DITCH PROTECTION STATION LOCATION L.F. 367.30 RT 20 VARIOUS 80 TOTAL: ipO STATION LOCATION S.Y. REMARKS 367.30 CTH NN 100 DITCH PROTECTION SIGNS DRUMS BARRICADES• TYPE III STATION TO STATION LOCATION DAYS DAYS DAYS 367.30 - 646.19.7 USH 12 930 2250 5 fnXa�s yzfFiW, HiA.. N STATION 543.39.89 LOCATION S.Y. LT.RY 2O0 REMARK USH 12 PAVEMENT MARKING. 4-INCH, EPDXY STATION TO STATION LOCATION L.F. REMARKS sW 36T•30 - 444.43 MAINLINE 15426 SOLID EDGE LINE tWHITE) c( 24.55 - 0.00 MAINLINE 5910 SOLID EDGE LINE (WHITE) '-1 0.00 - 27.00 MAINLINE 5400 SOLID EDGE LINE (WHITE) 495-65 - 649.19 MAINLINE 30708 SOLID EDGE LINE (WHITE) TOTAL: 55444 at PAVEMENT MARKING. CHANNELIZING. 8-INCH r 4 LOCATION L.F.. REMARKS MAINLINE (VARIOUS) 516 SOLID (WHITE) `1 STATE PROJECT NUMBER:8949-05-70 HWY: U.S.H. 12 COUNTY ST. CROIX FLE NNW;.: D6 lW PLOT DATE_ 3-23-M bo STATION TO STATION LOCATION 36T•30 - 649.19 MAEPLI)E 7EW'ORARY pAYEMENT MARKING. 4-INCH REMOVA�E TAPE STATION TO STATION LOCATION L.F. S42.80 - 543.99 USH 12 240 L.F. REMARKS T3TZS SOLID AND (4'X4- DASHED� CENTERLINE (YELLOW) i. A - STATION TO STATION LOCATION L.F. 542.30 - 544.49 USH 12 24 SAWING EXISTING PAVEMENT REMOVING EXISTING DRIVEWAY STATION LOCATION L.F. REMARKS STA. LOCATION L.S. 367.30 USH 12 Z2 BEGIN PROJECT 15.00 USH 12 1 646.39.7 USH 12 22 END PROJECT 419.00 - USH 12 1 11.53 RT 20 CTH NN 528.38 USH 12 1 TOTAL: 64 TOTAL: 3 GRADING. SHAPING, AND FINISHING INTERSECTIONS STATION FILL EXCA. TO�$OEL OR SALVAGE A 4RLCH SEED FERTILIZER N0. 20 TYPE B BID ITEM LOCATION C.Y. COY. S.Y. LB. CWT L.S. 367.30 CTH NN 415 379 1000 SR 0.79 1 NOTE: INFORVATION FOR BIDDING PURPOSES ONLY MILL AND RELAY EXISTING BASE AND SURFACE STATION TO STATION LOCATION S.Y. REMOVING MARKER POSTS 367.30 - 444.43 MAINLINE 23996 24.55 - O.OD 0.00 MAINLINE 1638 STATION TO STATION LOCATION EACH 2T•00 MAINLINE 8400 --- 495.65 - 646.19.7 MAINLINE 4683T 612.50 - 639.00 RT 18 566.70 - 594.00 MAINLINE 2730 TOTAL: 89601. GRADING. SHAPING, AND FINISHING FOR BEAM GUARD ANCHORS FILL TOPSOIL FERTILIZER SEED MIX STATION LOCATION EACH BORROW 6 MULCH TYPE A NO. 20 C.Y. S.Y. CWY LB. 612.50 LT. 1 40 TO 0.15 8 639.00 LT, 1 40 TO 0.15 e TOTAL 2 80 140 6.30 16 NOTE: INFORMATION FOR BIDDING PURPOSES OW MARKER POSTS. FLEXIBLE. FOR CULVERT EN) STATION TO STATION LOCATION EACH REMARKS 543.39.89 LT. RT 2 USH 12 MISCELLANEOUS QUANTITIES SCALE FEET ° SHEET NO ORG DATE . 8.5.99 w, PLOT MAW ; 89491M2sL1 pri pf'micr : UST.6 PLOT SCALE : 200. A TAL I CONVENTIONAL SIGNS AND ABBREVIATIONS ACCESS PONT R ACRES �' CCMBUS7'aLE FLUDS AHEAD AN« MNCER P.PESSuPCI < AND OTHERS ET AL �•JWL> BACK Ex CNCERCRCLWD UTZITES Y BARN B CAS BCICNGS BCDGS.®' C -- CE.NTRiL ANCLE y ELECTRIC ,-® E �^ CHANNELCHANGE m OL TELEPHONE CAN x CGM. �T CCRNER CmSERYPCE DraESTAY_ PoD. CCRPCRATeCH CCRP, elLNrr GI. wcw PN C�TCREEK TRLNx WCHWAY C.T.H.. PCWER PILE °O CECREE OF CURVE D TELEPHONE POLE O GOMEPwENr CONY. RayRCADS HOUSE HOUSE tRAO.ER H.T. MAR$N A, i iAyiA NCCRPIRATED p� WCOCED AREA RCN PN LEFT L% CCWeTY CM LENGTH CF CURVE L. CCRPCRATE CUTS LM7,EO HIC<WAr EASEMENT LJ4E, �,.,.� M E ML PROPERTY ENE HC;RtHEAST �_.�^•m NCRrwWEST Nw LOT LPG PERMANENT ROTH, LARTED M WAT EASEMENT PONT CF CURVATURE P,C, PONT CP NTERSECTR)m P.L EXTSTND RC(T OR W1Y PCNT OF TANCE.NCY P.T. PONT OF COMPOUND CURVE P.C.C. NEW RIGHT OF WAY PONT OF CL'RYE REFERENCE CWaE PONT ON CURYESE PPR.C. PR=CT Nloy SCOPE NTERCEPT _ _- PROPERTY LREW Pd, A CAT CLADEED O.C,D. STATE CURE ------ RAMS R TOWNSNP AND RANCE LNES RAEROAD _—.--. RARWAr RRY SECTAOt LNE ®� RECJmE➢ R14HT REP%. CUaRPER LORE -®_ PA T CF *AT Rr. R/W SCTEENTN LN'E -^®_ ---- ROAD Rm SFCTCN � NEW CENTERLINE SOUTHE UTAST SESW NO ACCESS r IYtl ItIt PPPtiii STHWEST NO ACCESS or PPtCR " STRET STA. PROJECT STREET TARNT Tom . NO ACCESS BY STATUTE TAVERN TEMPORARYFEW. TAM. 455gN MOWER UNSTA UNITED STATES COAST A +W AND L m CECPETC Survey UVTED STATES CEC.CC CAL U.S.C. & C.S. leGnAY NCNWAr SEPARATjp SURVEY U,S.GS. RGHT OF *AT PONT ,n Q ED STATES HRSHWAr LCS.N. OF WAY Pmr �r0' k T BE —,-Y imm ' K 4 * 'goR MINORa CO.,GX MONUMENTSRIGHT OF WAY A ARE PLACED PRIOR A OR AT THE TIME OF LAND TITLE TRANSFER. RIGHT OF WAY BOUNDARIES DEFINED WITH COURSES OF THE LANDSPERIMETER OFTHE HIGHWAY 4 TO THE U-S- PUBLIC LAND SURVEY OR OTHERSURVEYS OF 4 4 I&E NAVE. 04 W9<401Y@.WT44A StUIN RELOCATION ORDER ;TA 363.00 N 336787Al2 ka' E 645104.706 s APPROXIMATELY 1,67 FEET SOUTH mo ... 430.37 FEET TEST CF The NORTHEAST GUARTER CORNER (NEPfat OF SECTION 3I> T29N, RIST. MIN PRo,CCT NVMBE.1R 8949-05-20 FEOERA RPROJECT I.-SER 4.0 1 3 PLAT CF PICHT CF WAx RECU REO® F,, '® BALDWIN - MENOMONIE ROAD CTH NN - EAST COUN TYLINE USIA 12 CROIXCOUNTY A94c)_i5�_Yii w t dtuiN SECTION I END SECTION I STA 363.00 STA 371^00 N 336737,912 N 33678%654 E 645I04.706 E • 645904.697 ' R-tS -iP BOTH E W' 80TH AVE E t Terse z ry 7 TH AVE ���nsy ,4 t �j�, 0 n_ND ISO 1 e / � AVE 70TH AVE BEGIN SECTIC 70TH AVE STA 542.85.806 _ N . 333521.431 E • 662280.521 1V C T_29-N 7 60JTFtN AVE T 1 v+f ui" IdQRSERD f END SEC TI SOTH AVE \ STA 543.R4 CAUTION THIS PLAT IS FOR ILLU LAYOUT SCALE O 0.5 MT. TOTAL NET LENGTH OF CENTMIE A 3.43 NL Lom N 333465.455- E 662374.049 APPROXIMATELY 481.7E FEET EAST Ate 786.62 FEET SOUTH OF TN"E WEST QUARTER CORNER (M/41 OF SECTION 35. T29N. R151. w- N • 333465.455 E • 662374.049 94 i N DATE STATE OF NlSOONSIN DEPARTMENT OF TRANSPORTATION APPROVED:... DArmL S'7 OISteICT CRECY, NISOOT/CARDS SHEET 50 PARCEL P EL 0 �9 R N INTEREST OWNER (5) REOUTRED R/W ACRES RECT T.L,E, ACRES NEW EXISTING TOTAL UANiEf- U. & DIANE M, SEE FEE 0.19 0,19 2 HAROLD FRYE FAMILY TRUST PPP RM5 2 �9NIv RINI, 0 0 0 0 (—)o-0--(5 00 00000000000 NAWt 00000000000 0 EXISTING P. L. E. 0 oa00000000a 115 it SECS02 IN 336788.856 00000000000 SLOPE INTERCEPT E 642915.596 00000000000 BEGIN SECTION 1 STA 363.00 N - 336767.912 E - 645104.706 ma CAUTION THIS PLAT IS FOR ILLUSTRATIVE PURPOSES ONLYDEEDS MUST BE CHECKED TO DETERMINE PROPERTY BOUNDARIES, NOTE: COORDINATES AND BEARINGS ON THIS PLAT ARE ORIENTED TO THE WISCONSIN COUNTY COORDINATE SYSTEM 9555 ZONE (ST. CROIX Coj, RIGHT OF WAY MONUMENTS ARE 518 - REBAR AND ARE PLACED PRIOR TO OR AT THE TIME OF LAND TITLE TRANSFER. RIGHT OF WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE 0 PERIMETER OF THE HIGHWAY LANDS REFERENCED TO THE U,S, PUBLIC LAND SURVEY OR OTHER SURVEYS OF PUBLIC RECORD, BALDWIN TELECOM INC, I 291v SECS, 31T32 N 334117.034 15'$ E 645540 .939 L 9 1� ROUTE COUNTY DATE j�2 9 USH 12 ST. CROIX 6-23-99 29 SCALE. FT, too N SECSOO 339426.119 E 645530.694 — SECS03 I 29,V N 336786,245 E 645535.074 r3Q [2 9� �32 SW -SW -R15 * RfW -777: ------- -------- — — ----------- LiSH- .... . . .... R1w (D INTERCEPT NORTHERN STATES POWER COMPANY Z=. EME W645658�7544 N - 336787.654 E - 645904.697 29 29 /?15 SEC804 N 336797.39S rSECE03 CHAIN LOOP 1 LOOP2 DISTANCE 123.546' ' BEARING N 89'45'33.8' E NRW5 DISTANCE 32.197' BEARING S 0'14'26.2" E DISTANCE NRW4 DIST i 105,6911 BEARING S 44'49'39,5' 1 it D 91�3 DISTANCE 9IJ89' BEARING S 79*37'42.4' If NRW3 NRW2 DISTANCE 53.587' BEARING N 22*29'51,9' 9 NRWI DISTANCE 260,507' BEARING N 83*58'12,0' 1 DISTANCE 50.990' BEARING N 78*39'36,2* IN LOOPI DISTANCE 63,789' BEARING N 0*03'25.6' E SEC803 DISTANCE 371.669' BEARING S 89'56'34,4' E 4.1 75 0 0 A I oe I 29/V REVISION DATE ROUTE COUNTY DATE R/w PROJECT NUME 27 2 6 USA 12 ST. CROM 8949-05-20 6-23-99 S EC1111 FEDERAL PROJECT f N SCALE. FT. E 661373.250 too /? Oa49 ry -0 15 SECROS A A 34 35 N 334252.071ti E 661392.300 R15 I I r7 &3 I CHAIN LOOP 2 SEC805 DISTANCE 21G.000' BEARING S 0-34'58,3' E LCOP3 ',j DISTANCE 1031,754' BEARING S 59-33'05J- E LOOP4 WIS DISTANCE 31:0100' BEARING N 30-56'51.1' E W-V DIS*ANCE 17.000' SEARING N 30'56'48.7- E DISTANCE 100504' BEARING S 59'D3'11.3- E WWI3 DISTANCE 17.000, BEARING S 30'56'48,7' 1 Will DISTANCE 66A001 BEARING S 30-56'48.7- 1 DISTANCE 17.000' BEARING S 30-56'48,7' 1 DISTANCE 100.504' BEARING N 59-03'111,3- W WWS DISTANCE 17.000, BEARING N 30-56'48.7- E LOOP4 DISTANCE 33,000' BEARING N 30-56146J' E POINT COORDINA ES 11 NRW6 N 33354775277 E 662300.8661 NRW7 N 333562.1077 E 66230 .608Z NRW9 N 333476.343 E 662 58.1839 NRWS N 333490.9232 E 66 26 9260 NRW1 N 333439.2397 E 662353.1 28 NRWIG N 333424,6598 E`66234 .38 6 NRW12 N 333495.8443 E 662387.062a NRW13 N 333510.4242 7 96 Iql 811I,t 0 NOTE� COORDINATES AND BEARINGS ON THIS PLAT ARE ORIENTED TO THE COJ., WISCONSIN COUNTY COORDINATE SYSTEM 95SS ZONE (ST, CROIX Me PcN:06 09 RIGHT OF WAY MONUMENTS ARE S/8 � REBAR AND ARE PLACM FRIOR TO OR AT THE TIME OF LAND TITLE TRANSFER. 0 sagao2am J NORTHERN STATES—/ POWER COWIANY SLOPE INTERCEPT NW -SW 3EGIN SECTION 2 TTA —542-85.806 N - 333521.43T C,� E - 6622SM21 WWI JAW /'END SECTION 2 NUM8ER I OWNER 'GO') N OERBST 'ET OL U IRED F— R/W ACRES REO'D T,L.E. ACRES NEW EXISTING TOTAL SERTMAJ10TENKE FEE p,pg 0 OS SLOPE INTERCEPT m WISOOT/CAOOS SHEET-7! BEGIN .PROJECT 6949-OS-70 ®. STA.367+30.00 U.S.H. 12 a< STA. 10+00. C.T.H. NN H' m o. 366 370 375 USH 12 330 365 '.x; 390 z .`.. v NET LENGTH OF CENTERLINE STA. 367+30 TO STA. 393+00 2570 LIN. FT, 395 400 USH 12 ¢ j a i r a 4 @� 3 NET LENGTH OF CENTERLINE STA. 393+00 TO STA. 421+00 2500 LIN. FT, L4F NdLCe wPN' 410 416 \D\\RIVEWAY 420 I —'�'- '- -- ------ WIS®OTlCAnnY SMFFT Al 4 3 L*'f _43 A V+ �vw a6 - J3 440 435 'USH 12 is NET LENGTH OF CENTERLINE STA. 421+00 TO STA.20+00 27WST LIN. FT, USH 12 0 D-3*0 SE.5% IPA RO-lk0' EMAT 00 + , EXCEPTION TO NET CENTERLINE LENGTH STA, 13+70 TO STA, 0+00 STA. 0+00 TO STA. 10+00 NET LENGTH OF CENTERLINE STA. 20+00 TO STA. 0+400 2400 LIN, FT. WISDOT/CADDS SHEET 42 z 0 i CLOSE DRIVEWAY " + Ep1AT D•3'00' " .. O a ' D-3'00• .. .. ". -_ - a SE•57 .+,... " RO.160' n c 00 e RO-100•.' 20+0 25+®0 us" 92 10+00 w - = � w NET LENGTH OF CENTERLINE STA. 4+00 TO STA. 27+00 .y 2300 LIN. FT. � �" _.^ r *a,'6+ ep '•R w rt ;a... _^-rm .. .,.erg. q �T jk l -4 e 4.520 SOS $"..; Fi �- -a ',T'X. ;�'' •_ l 'j, - =± •aid : ... *^ ..... �bai-�"?.`.` a. n. »+. g 1 a C 4 NET LENGTH OF CENTERLINE STA. 495+65 TO STA. 521+00 253S LIN. FT. PkE wwuEc .4 .& 311W,1189.9e 3 :a, MILL EXISTING ASPHALTIC PAVEMENT ' CLOSE. DRIVEWAY ,__... __. OUT 6 FT ALONG CURB A GUTTER STA: 547+00 ,- 647+25 LT.. EXTENSION STEEL'PLATE BEAM GUARD, TYPE A `PtPttlPP RO667, 660' 632a6b PPdrrltPf REMOVE BOX CULVERT - .. ;... a35 STA. 543+39.89 .. =. .. ^ 525 ^ :. US" 12 s It 540 a®N .'.. `9. .. 546 1PP`fedPPPt D WOO' P" a `i9 :.®+R STA, 543+39.84.. + SE-5% � �44PPfPPf PP! Ate^ .- 2-72' X 60",,RCCP= REO Dr RO+160° CONCRETE ENDWALLS REO'D. Y SEE DETAILS a 4 NET LENGTH OF CENTERLINE STA.$21+00 TO STA°54b+00 - 2800 LIN, FT. x y J L w Sao Qba Y n usk 12 ® SE-2.757 570 y ... ," M U P O sF + E � � 4 NET LENGTH OF CENTERLINE STA. 548+00 TO STA. 574+00 + 2500 LIN. FT, ME NF g -0G .• 894205bB"••rv07 WISDDT/DADDS SHEET 42 WOSDOTICADDS SHEET 42 a µ y ... RO-160' D-7"30' EXCEPTION TO NET LENGTH OF R SE-6% STA. 610+66.12 -.STA. 611+36.5 $20 RO.166' .$25 a 61a ® R D•7'00' 0-3'45' w h QOa 6E-6% 12 SE•5JV ryryb RO.160" US RO.160' n &00~ O g1O ® �' a M Y [� 4 Y Y s STA. 613+00 - $36+50 RT. IX A STEEL PLATE BEAM GUARD. CLASS "A- REO•D. STA. 612+50 - 639+00 RT. STEEL PLATE BEAM GUARD ENERGY ABSORBING TERMINAL REO'D. s WISDOT/CADDS SHEET 42 ■ El 11 iM.0 P1AMF.f >�DGbkO. 4)49030i9949snOt o ' 0.4*30° m STA. 646+19,T0 j sE•ar. ° / USM Ro•tao° ry ,. � m n a.4® G y - 6SO 545 ..., a4a 0: NET LENGTH OF CENTERLINE STA.$27+00 TO STA. 646+19.10 - 1919.7 LIN, FT. 6" p._0" p Yt"/FT'. HATTER L CURB FACE 3"R 6" %" MAX. R 6" 1 "/FT. SLOPE 3• R .®-- }°m°lFT. SLOP£ .._L 2 TYPES 4AA 8 D TYPES K 3 L T+{ /E. I{ ^c2" PR 6" 4" -..-- }`e"/FT. SLOPE T 2 l:d+ TYPES G & J I I Z.._3.. R OPTIONAL CURB SHAPE FOR TYPES K d L #NEW A CONCRETE A "FEW CURB & GUTTER. SURFACE DRAINS. EXISTING CONCRETE PAVEMENT CONCRETE OR OTHER NEW CONCRETE. r-0' Z'-w SO"R 6" a .`, . .. -- �4"/FT. SLOPE T r_O" r-a " 2 3" R. 4. j`+"/FT. SLOPE r�t 61 MIN. . (A- MOUNTABLE CURB) " 1 TYPES A t D CONCRETE CURB d GUTTER 36" ENTRANCE SLOPE I DRIVEWAY DIRECTEDMEN BY THE EN(ANEER) 6" GENERAL NOTES DETAILS OF CONSTRUCTION,NSHIP NOT SHOWN ON T14M DRAWING SHALL t `MATERIALSANDWORKTHE PERTINENT REOUREMENTS OF THE CONTRACT. PAVEMENTy PDX. 5 OR t5.2.62 OF THE STANDARD L t INTEGRAL CURB & GUTTER SHALL CONFORM r THE DETAILS GUTTER INCLUDING THE TRANSVERSE GUTTER SLOPE. A LONGITUDINALCONSTRUCTION IS NOT RECUM WITH INTEGRAL CURB AND GUTTER WHERE THE TRANSVERSE JOINTS IN THE PAVEMENT 1 TO BE SEALED, JOINTS IN THE INTEGRAL CURB i GUTTER SHALL BE SEALED TO THE FACE OF WITH THE SAME TYPE OF t • 1 INSTALLING THIS SEALANT INCIDENTALSHALL BE 1 THE ITEM CONCRETE t UNLESS OTHERWISE SHOWN ON •m COURSE D UNCLASSIFIED EXCAVATION LIMITS ARE E-O" BERM THE BACK OF 01 TIE BARS ARE REOURED FOR CURB AND GUTTER TYPES A. G AND K. d THE BOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED EITHER LEVEL OR PARALLEL TO THE SLOPE OF THE SUBGRADE OR BASE COURSE PROVIDED A 6* MINIMUM GLITTER THICKNESS IS MAINTAINED - REQUIRES, s •SHOWN THE PLAN. NO.4 X Z°-O"TE BARS SPACED AT 3'-O"C-C °/z THICKNESS OF GUTTER �I CONCRETE CURB Vr & GUTTER ((�}} U TYPICAL TIE BAR LOCATION a C CONCRETE PLAN VIEW NO.6 X 12' DEF^BARS SPACED 3'-(" C-C, INSTALLED ON 6:1 SKEW 5" HORIZONTALLY. DIRECTION 2"R Ve/FT. BATTER FACE OF CURB OF SKEW ALTERNATING AFTER (ABOVE ADJACENT FAYEIZEAITB *NEW EVERY ONE OR TWO BARS. CONCRETE a 6e T 18„ 6" r r .St o THE HOLE FOR THE BAR SHALL 8E ND TO A DDIAM OF WIE q "AS J i AND TO SUCH A DIAMETER TO TO PROVIDE A TIGHT DRIVEN FIT TMCKHESSBARS SPACED Y-O"C-C OF NEW CONCRETE E)OSTNG CONCRETE I SECTION A -A TYPES A D PAVEMENT TIES t�I1 it:i 3 0 Gt 4" r t n LONGITUDINAL JOINT NOT t RED As CURB & GUTTER 9AME PAY LIMITS PAVEMENT - f I SECTIONPARTIAL t. SLOPEADJACENT PAV�IIIIIIII REVERSE ITYPICAL FOR ALL CURB & GUTTER TYPES) STAKES DRIVEN FLUSH WHEN SOIL CONDITIONS PERMITS ® 6°-OI I DIRECTION OF FLOW j j j � EXISTING GROUND Ini BATTER STAKES IN OPPOSITE, DIRECTIONS (TYPICAL) FRONT ELEVATION WHEN EXISTING GROUND SLOPES AWAY FROM FILL SLOPE EROSION BALES FOR SHEET FLOW FILL. SLOPE WOOD STAKES (2 PER BALE) LENGTH 2" X 2" X WIN. LENGTH OR EQUIVALENT �. Nod° ------ T NOM Iawil2f*I7-3T.7 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 REOUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS, NOTE: ALL DIMENSIONS ARE APPROXIMATE POTENTIAL SCOUR AREA USE Eft0Si0N MAT DR OTHER DEVICE WHEN DIRECTED BY THE ENGINEER. FOR SCOUR PROTECTION USE: EROSION MAT FOR CHANNEL LIN'.NG. LAP MAT LINDER UPSTREAM BALES AND SECURE FABRIC WITH WOOD STAKES. AT 3-FOOT INTERVALS. STAGGER JOINTS BETWEEN ROWS OF BALES. T64BE SIMILAR TO CHANNEL- PLAN VIEW FLOW DETAIL, EROSION BALES WHEN ALTERING STAGGER JOINTS WITH A DOUBLE ROW. THE DIRECTION OF FLOW #'y�F1F i T BOT7'0M ELEVATION OF END SAGE SHALL T! B9F t,^ 4•NON. t! IF It { ,Fy'ji T _ f tt I.— BE EQUAL TO OR GREATER THAN TOP OF MIDDLE BALE. U II tI`"f F� n.y,Fpffb7,i F'TT^�11 {7nt2 l6 tl 1 V LOWEST /f U �t�7Tr V �j V U It N FRONT ELEVATION EROSION BALES FOR CHANNEL FLOW **CEOTEXTILE FABRIC PLAN VIEW TYPICAL APPLICATIONS OF SILT FENCE WOOD POSTS@ LENGTH T-O" MIN. 2'-0' MIN, DEPTH N GROUND GEOTEXT FABRIC ( BAI TRI EXI NOTE; ADDITIONAL POST DEPTH OR Tr MAY BE REQUIRED IN UNSTABLE. WIL� ----ROADWAY—._..—__.. --d F.....--- .—ROADWAY— TT a OPE TT -DCH�E OPE INSLOPE FIT MSLOPgE SHOULDER SHOULDER ---- -._. ROADWAY ..-----.-.----- -.—_-ROADWAY B t SITUATION I SITUATION 2 PLAN VIEW SILT FENCE AT MEDIAN SURFACE DRAINS FOST SPACING ALLOWED IE A I GEOTEXTILE FABRIC IS USED, FABRIC FLOW DIRECTION 2 EXCESS _, __� I _ FABRIC Iy'.4'y1' TRENCH DETAIL GENERAL NOTES DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND APPLICABLE SPECIAL PROVISIONS. ( jj" HORIZONTAL BRACE WITH 2" X 4" WOODEN FRAME OR EOUIVALENT AT TOP OF POSTS AS DIRECTED BY THE ENGINEER. Q TRENCH SHALL BE A MINIMUM OF 4' WIDE 8 6" DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH AND BACKFILL 6 COMPACT TRENCH WITH EXCAVATED SOIL. 3Q WOOD POSTS SHALL BE A MNIMUM SIZE OF )YA" X P/n" OF OAK OR HICKORY. TIEBACK BETWEEN POST AND ANCHOR SILT FENCE F��LOW DIRECTION-+- .ANCHOR STAKE MIN. 18' LONG l SILT FENCE TIE BACK (WHEN REQUIRED BY THE ENGINEER) , CONCRETE SONRY A IIII�II I� LLS CONCRETE O. APRON ------------------ I• ,T 1 CULVERT 5 - 3P < 52, _67- Em STEEL REINFORCED OARS 0 2- C-C BOTH WAYS NISI ENDELEVATION PIPE ARCH 2 Y2:1 GROUND LINE fi / 1 ,R in - MR — - a" SIDE ELEVATION CULVERT PIPE AND PIPE ARCH GENERAL NOTES DETAILS OF CONSTRUCTION, MATERIALS AND WDRK4ANSHIF NOT SHOWN ON THIS DRAW14G SHALL. CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPEMICA71ONS AND THE, APPLICABLE SPECIAL PROVISIONS FILL SCOPES FLATTER THAN 2 I21, SHALL BE WARPED TO MEET THE TOP OF THE WINGWALLS. ALL STEEL REINFORCEMENT AND WELDED STEEL WIRE FABRIC SHALL BE EMBEDDED 2 INCHES CLEAR UNLESS OTHERWISE NOTED. 1MINIMUM REINFORCEMENT SHALL BE 6" % 6" - W4.0 % W4.0 OR N0. 3 BARS SPACED I" C-C IN BOTH DIRECTIONS. THE SPACE BETWEEN PIPES SHALL BE AS FOLLOWS: DIAMETER OR SPAN SPACE UP TO AND INCLUDING 48" 2'-0" OVER 48" TO T2" '/2 OtA, QR SPAN OVER 77' T-O" -6{}�2 yzt i I u mitsm-mmm METAL APRON ENDWALLS PIPE R4F4 TMCX. DRAENSIONS IXT01TesB X. DUA. s1 A B H L Lt L2 W AO. BODY OHL)SSLOPE TEEL ALUM. UU'T QAAX.t (xti x(�/' Qi Ix2"P 12 .064 ,060 6 6 6[60 12 IT/ 24 2/,to t 1Po. 15 .064 .060 T S 6 14 21Y® 36 '/zto t t PC. IB . 664 .060 8 10 �6 /S 28'/4 36 2'/ to t i PC. 21 .064 .060 9.. ..� H2 6..__8- 29 42 Y/sto 1 t Pc. 24 A64 .OTS 10 13 6 IS 37y,� 48 2'/eta I tPc. 30 .079 .075 12 16 8Si % 52'/< 60 2'/zto d IPc.. 36 A79 ,105 14 14 9 24 59}'e 72 2'/eta t 2 Po. .105 16 22 11 24 75 84 2'/ato 1 248 ,109 .tOS t8 27 >2 24 81 90 2'/eta t 3 Pc..109 .COS 18 30 12 3O 85'/ SQ2 2 eta t 3 PC. 60 .I04x .105x 18 33 f2 87 — ❑4 2 to 1 3 Pc. 66 .109 .105x D 36 g 8T 120 2 to t 3 PC. 72 ,109x .105x 18 39 87 126 2 to d 3 Pc. 78 .109X.iOS id 42 12 87 132 1'/ to t 3 Pc. 84 .109 .105 I$ 45 12 87 138 P/zto t 3 Pc. 90 A09 .105X i8 3T 12 BY l44 1/z10 1 3 Pc. 46 .@4 «IDS 1R 35 t2 87 I50 t/zto 1 3 Pc, END C( PLATE %" DR. HOLES I BOLTS OR RIVET 12' C-C MAX, SPACING m X EXCEPT CENTER PANEL SEE GENERAL NOTES I— DNA.--rI I I I-- W a 22- ------ END VIEW . REINFORCED EDGE (SEE SECTION A -Al END CORNER PLATES MAY BE FASTENED TO APRON PROPER BY BOLTS, RIVETS, -OR RESISTANCE SPOT WELDS WHICH WILL HOLD THE SURFACES TIGHTLY TOGETHER REINFORCED CONCRETE APRON ENDWALLS PIPE tWJ DIMENSIONS UnChes) T A B C D E G APPROX. SLOPE i2 2 4 1 24 I 2 24 2 3 to 1 E5 2 e 6 27 3 30 2 4 3 to 1 t8 2 9 27 3 36 3 to i 21 2 9 36 3 42 2 3 to d 24 3 43 3' 48 3 3 To L 27 3 ® 10 44' 3' S4 3 3 46 fl 30 3 12 54 73' 60 3' 3 to d 36 4 35 63 7 f9B' 72 4 3 to d 42 4 21 63 8 78 4 48 5 24 72 8 84 5 3 to t 54 S'(x 27 65 3-LOG 90 51/2 2z(yto t 60 6 30^35 60 9 96 5 2 to 1 6 6'/2 24-30 4 7 -7 V-wl 4 SQ2 5'/x 2 to t 72 T 24-36 78 9 108 6 2 to 1 78 7'/2 24.36 78 21 mm 99� 114 6°(i 2 to i 84 8 36 90'/z 21 UElz 120 6/x V/zto t 90 BYx 4I 87°/x 24 of/z 132 6'/2 E%xta t H TOE PLATE (SAME THICKNESS AND METAL AS APRON)SHALL BE FURNISHED WHEN CALLED FOR ON THE PLANS 11 OPTIONAL DESIGN CULVERT AMNWM **MAXIMUM mim 7 � t O�Pe}4tR'�' t t !r G t'/i R END VIEW GROOVED END ON OUTLET END SECTION f TONGUE END ON MET END SECTION MEASURED LENGTH �! OF CULVERT ITO—^.,. NEAREST FOOT( pp T d' WIDE. 12 GA. fuor THICK) GALVANIZED STRAY MTH STANDARD 6- X BAND BOLT AND NUT THREADED %.' CO. ROD �E AROUND CULVERT 6 THROUGH CONNECTOR TANK TYPE CONNECTOR LUG' LUG OR ALTERNATE CONNECTOR STRAP (SEE DETAIL) MEASURED LENGTH OF CULVERT �'�' TYPE I FOR I' TWO 24" CORR, PIPE THREADED %" DIA. ROD OVER TOP OF APRON, SIDE - — ROD HOLDER. LUGS TO BE RIVETED TO -- APRON MEASURED LENGTH OF CULVERT TYPE 2 FOR 30" THRU 96' COM PIPE MEASURED L OF CULVERT CONNECTOR "- SECTION _ CONNECTOR SECTION RIVETED OR TO BE PAD FOR AS BOLTED PART OF END SECTION o- TYPE 3 FOR 42' THRU 96' COM PIPE DIMPLED OR CORRUGATED 2 _ '/s' X 6" COUPLING BAND "—"^�� e BAND BOLTS RIVETED OR BOLTED AT DIMPLES (6" C-C FOR ---- MEASURED CORRUGATED BAND) LENGTH OF CULVERT TYPE 5 ALTERNATE FOR! ALL SIZES CORRUGATED CIRCULAR PIPE � AND . a ''1!' +: INSIDE , W,Y� DI CORRUGATED PIPE. I FOR CIRCUMFERENTIALLY CORRUGATED PIPE USE ENDWALL CONNECTION DETAILS 4 2. 3 OR 5 AS APPLICABLE.. FOR HELICALLY CORRUGATED PIPE USE ENDWALL CONNECTION DETAILS 42 OR 5. FOR HELICALLY CORRUGATED PIPES WITH TWO CIRCUMFERENTIAL CORRUGATIONS AT EACH END USE ENDWALL CONNECTION DETAILS 4 2 OR 3. CONNECTION DETAILS 0.109" THICK GALV. STEEL OR 0.109" THICK ALUMINUM APRON %- DIA, RIVETS SPACED SIDEWALL 6 6" C-C SHEET qa . """� fl' oz. % 0.074" THICK GALV. STEEL OR 0.075" THICK ALUM. TURNS SLIPPED OVER SHEET AND RIVETS PRIOR TO FABRI- CATION OF THE END SECTION %' CIA. X '/z' GALV, STEEL OR ALUM.BUTTOPKAD RIVETS SPACED AT 6' C-C, OVER - LENGTH OF RIVET c 0.78" L 2 ... » R. %- R. OUTSIDE OF APRON SIDEWALL SHEET' EDGE OF SDEWALL SHEET MINIMUM 7/6' CIA. GALV. STEEL ROD ROLLED SNUGLINS Y AGAT OR N0.4 GALV.REINFORCNG BAR STEEL ROD �.- Lt �A'tAPPROX,/ I,0*►1MIt"ilf"IR DETALS 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 CULVERT ENDWALLS MAY NOT BE USED WITH GALVANIZED STEEL OR ALUMINUM CULVERT PIPE OR VISE VERSA. GALVANIZED STEEL OR ALUMINUM ENDWALLS SHALL NORMALLY BE INSTALLED ON CULVERT PIPE OF THE SAME METAL. ALL THREE PIECE STEEL APRON ENDWALLS FOR 60" DIAMETER PIPE AND LARGER SHALL HAVE 0.109' SIDES AND 0.138' CENTER PANELS. ALL THREE PIECE ALUMINUM APRON ENDWALLS FOR 60" DIAMETER PIPE AND LARGER SHALL HAVE 0.105" SIDES AND 0.24' CENTER PANELS. THE WIDTH OF CENTER PANELS SHALL BE GREATER THAN 20 PERCENT OF THE PIPE 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 6Q" 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 SHALL BE ATTACHED BY GALVANIZED NUTS AND BDLTS 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. (p FOR PIPE SIZES UP TO 60' DIAMETER. A 180' ROLLED EDGE MAY BE USED INSTEAD OF STEEL ROD REINFORCEMENT'. SEE SECTION A -A. _. _._ _ v _ - - --- _ - _ - __.. _ _ _ _. _ - - ------ - v _. - _ _. _. - __ - _ - - _ _ - ._ __ ,- - - T --- __ _._ - _ - v THROUGH HIGHWAY ISO, 20TYPE BU ( 75 100' (TYPE B2) R2 f pp� f 10:1 TAPER THIS CONTROL LINE IS ESTABLISHED BY A 10:1 TAPER EXTENDED FROM < THE BACK OF THE CURB EMI LOCATED FARTHEST FROM THE THROUGH HIGHWAY. DESIGNS MAY BE USED INTERCHANGEABLY IN COMBINATION OR SEPARATELY FOR ANY ONE COMPLETE INTERSECTON DEPENDING UPON INTERSECTION ANGLE AND SUYFACING OF EACH APPROACH ROADWAY, SIDE ROAD SURFACING NOTE WHEN THE SIDE ROAD IS NOT PRESENTLY PAVED, PAVEMENT SHALL BE PLACED TO THE LIMITS SHOWN UNLESS OTHERWISE PROVIDED IN THE CONTRACT. WHERE THE CONSTRUCTION LIMITS ARE BEYOND THE PAVING LIMITS, CRUSHED AGGREGATE SURFACING SHALL BE PLACED BETWEEN THE PAVING LIMITS AND CONSTRUCTION LIMITS. WHEN THE SIDE ROAD IS PRESENTLY PAVED, NEW PAVEMENT SHALL BE PLACED TO ,THE LIMITS OF DESIGN AS SHOWN AND BEYOND, IF NECESSARY, TO MEET EXISTING PAVEMENT. WHEN THE SIDE ROAD IS THE CONSTRUCTION PROJECT, THE INTERSECTION SURFACNG SHALL BE THE SAME AS FOR THE PROJECT, EXISTING SURFACE THROUGH HIGHWAY _ W CONCRETE CURB & GUTTER 36% TAPER CURB HEIGHT W - SHOULDER WIDTH 0" TO 6" IN 19-0" LENGTH AT ENDS OF CURB A. GUTTER OR S'M% SECTIONS. WHEN SPECIFIED ELSEWHERE IN THE CONTRACT,. PROVIDE CURB OPENING AND FLUME. (DICK TYPICAL RADII DIIIIIENSIONS FOR TYPES 2 last 12` (TYPE BU "D2"r 132`. "C" AND "D" ECTIONi e� .TYFE RESURFACING PRO.IECTS 0 RI R2 WHERE A IO' WIDTH "' BE USED WHEN SPECIFIED N THE CONTRACT OR pIRECTEt BY THE ENGINEER. THIS CONTROL. LINE IS ESTABLISHED ep A t0:1 TAPER EXTENDED FROM THE P.C.LOCATED FARTHEST FROM THROUGH HIGHWAY. 65 TO 71-80 81-90 I 91-100 t01-UO LANE BYPASS 3 SHOULDER IT PAYED! WIDTH LANE. PAVED RIDTH SECTION A -A (SHOWING BYPASS LANE AND SHOULDER) 100' 1 50' A _ _ _ . __ . LANE WIDTH_ _ YHROUGH HIGHWAY _ LANE WIDTH BYPASS LANE THIS OMENSION IS 14-FOOT OF PC CONCRETE PAVEMENT WHEN MAINLINE IS PC CONCRETE PAVEMENT. SEE SOD 0 C 16-1L FOR PC CONCRETE CONSTRUCTION JOINT LOCATION�l'./THIS MAIN INE S L3-F00T OF PC CONCRETE PAVEMENTWFtEH M0.INLIPE7S PC CONCRETE PAVEMENT, TEE INTERSECTION BYPASS LANE DETAIL. THROUGH HIGHWAY — L5W 10:1 ARR_. TYPE "C" W W R2 THIS CONTROL. LINE IS ESTABLISHED BY A 10:1 TAPER EXTENDED FROM THE BACK OF THE CURB END LOCATED FARTHEST FROM THE THROUGH HIGHWAY. 217' TOW _. W = SHOULDER WIDTH OR 5" MN. NOTE: TYPE "O" INTERSECTION IS A TYPE "C" INTERSECTION WITH CURB & GUTTER 'We A 7 RAW J MIN. I 1 1 I t END VIEW LOCATED ALONG A ROADWAY SHOULDER 0" t-14d GALVANIZED NAL G' X 6' X f_2" i°a" NOLE. W BOLT HOLE OFFSET BLOCK THROUGH CENTER OF POST " BOLT C AND OFFSET BLOCK ® T II" CURB FACE OR FLOW LRE FLUSH WITH OR BDND GUARD FACE ' 6" X 8' RRR POST3�a' a t km t I W i W f I I V II END VIEW LOCATED ALONG A CURBED ROADWAY 17-6' OR 25'-0' EFFECTIVE LENGTH OF BEAM C-C 6'-3" C-C POST SPACING POST SPACING FINISHED SHOULDER FRONT VIEW "®DIRECTION OF TRAFFIC FLOW LENGTH BEAM GUARIRE NO. SURFACES REFLECTORIZED MIN. N0. REFLECTORS ONE WAY < 2p0' ? 200° tTRAFFIC L TWO WAY TRAFFIC t 200' > 207 25'C-C 50,C-C 10 1 TWO WAY TRAFFIC C 200' > 200' 50'C-C 100, C-C 2/� 2 ti'% PAV'T FM'9,'kf in SHOULDER 26 FRONTTRAFFIC F1 BEAM SPLICING r POST MOUNTING DETAI S4 0 . 11 11 ra. REFLECTIVE ;i SHEETING L HOLE a » a:» REFLECTORffim DETAIL AND TYPICAL i, GENERAL DETAILS OF a . NOT 1 STANDARDTHIS DRAWING SHALL CONFORM TO THE PERTINENT REOLMEMENTS OF THE SPECIFICATIONS, ) THE APPLICABLE SPECIAL PROVISIONS. POST LENGTH SHALL BE INCREASED TO PROVIDE A MINWM EMBEDMENT1' WHERELOCATED WHEN ROCK IS ENCOL"TERED DURING EXCAVATION, A 2 INCH DIA. POST HOLE EXTENDING . INCHES DEEP NTO THE ROCK MAY BE USED IF APPROVED THE ENGNM GRANULAR MATERIAL SHALL BE PLACED IN THE BOTTOM FIELDHOLE APPROXIMATELY 2 1/2 MKS DEEP TO PROVIDE DRAINAGE. THE POSTS SHALL BE CUT TO LENGTH, PLACED IN THE HOLEAND : a WITH ADEOUATELY -•1VIDE TYPE " SILVER RETLECTFVE SHEETING ON THOSE LOCATED ALONG THE LEFT EDGE 1 ROADWAYS, BE -..• a a a a.. REFLECTWE SHEETING. REFLECTORS SHALL NOT BE INSTALLED ON THE FIRST 500!` THE APPROACH END OF THE ENERGY ABSORBING TERMINAL - OTHER REFLECTOR REVERSED FORCONTRACTOR MAY FURNISH TWO-SMED REFLECTORS IN LfWJ OF ONE-SIDED REFLECTORS. . -: X va, ANME OF BEND TO BE SO-1. TWO-SIDED a 1... SPLICE BOLT WHEN SPECIFIED ELSEWHERE IN THE CONTRACT THE 2-FOOT WN[MUM TO HINGE POINT SLOT POST BOLT SLOT MAY BE REDUCED OR ELIMINATED WHERE EXISTING CONDITIONS WILL NOT '\� PERMIT THE DEStRAZLE EARTKWORK. • 10 CAGE STEEL t0."S' HOMPNAL,THK:KNESSi .—NEUTRAL AX6S 3 T PLAN VIEW FRONT VIEW BEAM • a CONNECTOR ONLY ON THE TRAFFIC WT END OF ONE WAY BRIDGES) SYMMETRICAL ABOUT I r12 GAGE maw IN CONTRACT PLANS EDGE OF SHOULOER � __-- TYPE 2 ANCHORAGE AT E?OT EPA ON SIDEROAD OR DRIVEWAY_ 3 0° MiK DIVIDED HIGHWAYS B,_3, OBSTACLE V SHOULDER ANCHORAGE AS SPECIFIED *TANGENT IN CONTRACT PLANS EDGE OF TRAVELED WAY ...—,.7RAFFlC _____ ________ __ ____________'- ' ---- _-�_____ _. BEAM GUARD AT OBSTACLES EXIT END - ONE WAY TRAFFIC r i i *THE TANGENT LINE. IS AN EXTENSION OF THE ALIGNMENT OF THE ADJACENT SECTIONS OF BEAM WARD -®-----.TRAFFIC ERA+liia�FN:I GENERAL NOTES DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWNG SHALL CONFDRM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISONS. BEAM WARD LOCATIONS AND LENGTHS ARE SHOWN ELSEWHERE IN THE PLAN. Q1 STEEL THRE BEAM STRUCTURE APPROACH (STBSA). (D FOR TRAFFIC APPROACH SIDE OF BRIDGES/OBSTACLES. TYPE 2 ANCHORAGE SHALL BE USED OWY AT THE DOWNSTREAM ENDS OF BEAM GUARD LOCATED ALONG ROADWAYS WITH ONE WAY TRAFFIC. YARIABL£.._._...._J VARIABLE 2 -3'-6' TO 4'-G' TREATMENT OBSTACLE .®L n ! POST SPACING 6'-3' C-C VTREATMENT OR r r - Er. OF TRAVELED -TRAFFIC GUARDBEAM AT # TWO WAY TRAFFIC (RAIL TO OBSTACLE CLEARANCE 4'-S' OR WORD i W r W' u NOTE N0. OTY. DESCRPTm WOOD BREAKAWAY TERMINAL. POST: 2 4 STEII. TUBE' TS 8' X 6' X 0.18r, S-6' LONG D F 4 SM PLATE: Z-O' X T-6' X t/4" 4 4 WOOD BREAKAWAY CRT POST: 6' X r X 61-0' S & WOOD OFFSET BLOCKS: WX V X P-2- 5 P PPE SLEEVE: 2' X 5 %g' STANDARD PIPE A BEARLNG PLATE 8 I BCT GABLE ASSBABLY B D CABLE ANCHOR BOX [O I STRUT & YOKE fh t STEEL. PLATE REAM, END PANEL 12 GA. EY z" LONG FOR SKT-350 & ET-2000 (12 3 STEEL PLATE BEAM 2 GA. LY-6�/s" Q L ET-2000 GlARDRAL EXTRUDER OR SXT-350 IMPACT HEAD: A5 BY MANUFACTURER 14 % REFLECTIVE SHEETMG: 18" X 18" VARIABLE SLOPE 40 RVAU z-Ir TO T-O` , r;a.acn i SLOE SLOE. LIMITS 4O OR FLATTER DESIRABLE _ SLOE LUTE DOOR FLATTER YS:t TAPERSLOPE 4O WAX. -------------------- _____-- w,� TO p ___-_.----- TO HINGE PONT PARALLEL WITH '! a - TRAVELED NAY » St.O'E DU MAX. SLOPE im OR FLATTER TO Here POINT 25A FLAB EDGE OF SHOULDER L2`-O' OFFSET TO PLAN CTLNR OF FACE OF M ®TRAFFIC 6 STEEL PLATE BEAM GUARD, ENERGY ABSORBING TERMKV_ SYSTEM LENGTH = 501000 PEFLECTORSD -- TERMINAL POSTS M STEEL TUBES �y `--B�D' �b-S' +-B-D°-+.� B-P 6-3' r mT;G%L} � EXTRUDER O KE �R-2000 SKT-350 IMPACT WAD If I f-CA& E A KY70R BOX Y ® ? : 00 NOT ATTACH ,s 2 BEAM TO POST i STID.. PLATE BEAM 4--i tq.3, 5 & T ON .; I NTN ET-2000 ONLY i TURMNAL i E}ERGY 'v r DOLTS WITH.O � BOLOLTS UN OVAL POST NO. 9 POST "me POST N1 T POST NO.6 POST m 5 SROULDERS & RECESS MT S POST "IW 4 R m NOTE -BEAM IS NOT ATTACHED TO POST H0.1 ELEVATIONSCT w SLEEVE ® 4 Z-0" TO 3'-O" VAR. ASSEMBLY, /rye (D S lJ L BEARM TE. WOOD OFFSET BLOCK -2000 PLATE C BUTTOR HEAD BOLT ' BST (} 6 SHOW 10 NUT T" S" FT NOTE -- REDlEr SHER NAY (1 UNDER _®N TERMINAL POST —EDGE OF SlfIXtOER �g �A A 31 OR FLATTER SLOPE MAY BE USED FOR INSTALLATION ON �f @W0o 2-0' OFFSET TO r-0' MR EXISTR6 RUNWAYS.. -BREAKAWAY POST SLOPE Km OR FT.ATTE ER HNGE POKY FACE O" HAL. TO HNGE PWfff78{E'p{ S}'�Cff� ELSEWIiERE M THE COTRACT THE 4{pOT MNMI.PNCRT Q TO ! PQMT. MAY BE OR ELIMINATED WHERE EXISTING aHNGE PO REFLECTIVE CONDITIONS WILL NOT PERM? THE DESPABLE EARTHWORK. S&W41AR.Y ffi RSEE AL NOTES & DETALD THE 51 TAPER MAY BE REDUCED TO 4O. SLOPE lod OR FLATTER © WOW BREAKAWAY Q WHEN SPECFED EL M T1E CONTRACT THE 2-FOOT TERMINAL POST TO HMGE PONT, MAY BE REDUCED OR TED WHERE. EXISTING SO.. RATE CONDITIONS WILL NOT THE DESPASLE EARTHWORK. 3 /s" HOLES p p 2 HINGE PONT STEED.. T4 E SLOT 109 OR FLATTER SLOPE 4O ..- 2 �TEEL OR FLATTER TR TO 'K 42 TAPER LINE_ TLBE- OR FLATTER ®�e� Q. _f_ SECTION C-C PLATE____ _ STEEL RELATE BEAM GUARD SECTION B-S NORMAL SLOPE TYPICAL AT POST NOS. 5-8 INC. TYPICAL AT POST NO, 2 SECTION A -A ENERGY ABSORBING TERMINA (ADD NOW OFFSET BLOCK AT POST 3 & 4D TYPICAL AT POST NO. 1 r �I A STEEL PLATE (( If IE AI ll i HOLE P F' ® SECTION A -A A PLAN VIEW STEEL BEARING PLATE (SILT-350) GABLE ANCHOR BOX (ET-2000)_O i 5" X Y X 10 GA. ROLLED SECTION t 2 '/ti X 14 GA. TIM t Y -• 1 t" R ITYPJ t I B Flill, ! HOLES m STRUT DETAIL (SKT-350) STRUT DETAIL (ET-2000) �--- r 4• -- W FRONT VIEW RELEASE SECTION _,� .+ :+ STEEL PLATE 0 0 II STEEL BEARING PLATE (ET-2000) (SILT-350) A - BEARING PLATE WASHER ++ +0r STE EL �PDSISr THE STEEL TUBE SHALL CONF i• r A 3yA [72 l 3WW " l4" ZE 3 !/s" f CRT POST (POSTS NO'S 5-6 f [9MMT:M, ST-*1 PLATIE 91yI� �YJ�A �LXTk7 GlABSORBING p i A BE ERJE)MUDiZ1W AA A A . "'�TERMINALSK 50). E CONTRACTORNTERWX ..A.•}}Ai THE 0W IS AVALABLE FROM A. ' • o y Y: ] ; ] .Ai i. •AA . THE A ...I M 00 TUMNALS SMALL BE NSTALLED IN ACCORDANCE Wn THE MANUFACTURERS TMSTRUCTIONS� y r a a i A •A ; �y. r A • A i` Y y ( i'L1: •..l y i f i :"A •i I. � .. A... a Ail yr A -I i YY 11 r •A f DIVIDEDPLAN VIEW jt� . `w P tG. ?FLEXIBLE ?b" MARKER POST. AP ENDWALL. DETAIL A (TYPICALI 11 IP 11 1 I DETAIL A (T)rPICAL) FLEXIBLE MARKER POST LOCATION F.E%SLE MARKER POST Z' MIN. - 4' MAX, DIAMETER OR WIDTH _ FRONT VIEW SIDE VIEW W METAL Arx}roR SI,ACL CURVED MARKER RE HSTALLED FLUSH 4'± r WITH THE GROUND SURFACE GENERAL NOTES D WORKWANSHP NOT SHOWN ON THIS P _} 6 t Ik id j— II it P±6' 11 11 uvilloam CONCRETE MASONRY ENDWALL S FOR CULVERT PIPE AND PIPE ARCH r W%- 4' MAX. MA. OR WIDTH CCHAA/'F/NWASHM EL)CK NUT ft j ALTERNATE 9 ALTERNATE 2 t{ A A u FLEXIBLE MARKER POST .J APRON EMWALL MARKER POST. FLEXIBLE, SECTION A -A FOR CULVERT END FRONT VIEW SIDE VIEW STATE OF WISCONSIN ROUND MARKER DEPARTMENT OF TRANSPORTATION FLEXIBLE MARKER POST ANCHORS fa °'1?e OAYF R YAD Y OEVELQMFHT F.NGn ff 'TelpmTAKURTEM I ('17 a 1 1 1 f *( SYMBOLS WORK AREA F'LAGGER, EQUIPPED WITH STOP/SLOW PADDLE FASTENED ON SUPPORT STAFF ON PORTABLE OR FSIGN PERMANENT SUPPORT VARIABLE DISTANCE i TMKs F F F —500'(TYPICAL)_-- - SCO'('TYPICAL) 500'ML 2001TO 30V(TYPICAL) Q ►ORK ROAR A EAO , AFEAp RZO-):� W20"4 WZO-7o SIGNING FOR BOTH DRECTIONS SHALL BE REESTABLISHED (AS SIMULTANEOUSLY AS PRACTICAU AT APPROXIMATELY 3500 FOOT INTERVALS IN THE MOVING WORK OPERATION OR AS DIRECTED BY THE ENGINEER. Q SIGN NOT REOU62ED IF FLAGGING OPERATION OCCURS WITHIN A SIGNED ROAD WORK ZONE AREA. m USE OF THE 'BE PREPARED TO STOP^ SIGN IS OPTIONAL. WHEN USED. THIS SIGN SHALL BE LOCATED BETWEEN THE W20-7o AND W20-4 SIGNS. A 500' TYPICAL SPACING SHALL BE PROVIDED BETWEEN THE SIGNS, 0 i LAfE ROAD �.�� AlfAp W20-7o W2Q-A A W2tl-I �.. 209 TO 3001TYPICAL) 500'WL 500'(TYPICAL) SW(TYPICAU- — — — — — -- — — — — — — — 60, X 24' o VARIABLE DISTANCE ------ G24-2 DETAILS OF TRAFFIC CONTROL DEVICES AM INSTALLATION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REOLPREMENTS OF THE STANDARD SPECIFICATIONS. THE SPECIAL PROVISIONS. AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE EXACT NUMBER, LOCATION AND SPACING OF ALL SIGNS AND DEVICES (AND THE LOCATION OF ALL FLAGGERSI SHALL BE ADJUSTED TO FIT FIELD CONDITIONS AS DIRECTED BY THE ENGINEER, THE FIRST ADVANCE WARNING SIGN SHOULD TYPICALLY BE LOCATED IN ADVANCE OF THE ANTICIPATED TRAFFIC BACKUP OR OUEUE, WHEN A SIDE ROAD OR RAMP INTERSECTS THE FACILITY ON WHICH THE WORK IS BEING PERFORMED. ADDITIONAL TRAFFIC CONTROLS SHALL BE PROVIDED AS SPECIFIED IN THE PLANS AND/OR THE SPECIAL PROVISIONS OR AS DIRECTED BY THE ENGINEER. FLAGGERS SHALL BE IN SIGHT OF EACH OTHER OR IN DIRECT COMMUNICATION AT ALL TIMES. THEY SHALL BE EQUIPPED WITH STOP/SLOW PADDLES FASTENED ON SUPPORT STAFFS. WHEN THE FLAGGING 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 RESTORED TO NORMAL OPERATION, ALL SIGNS ARE 48- X 48- UNLESS OTHERWISE NOTED. SHOULDER �/— EDGE 6F TRAFFIC LANE I I S.OER EDGE OF TRAFFIC LANE EDGE LIKE. MARKING (WHITE) —" EDGE LINE MARRING (YELLOW)—✓ MARKER LPG GENERAL NOTES MARKING (YELLOW) '(i SPEARS OF CONSTRUCTION MOT SHOWN ON THIS DRAWING SHAtA. CONFORM 70 STANDARD LANE LINE NOTE: ALWAYS LEFT OF CENTER LINE SPECIFICATIONS AND SPECIAL PROVISIONS. MARKING (WHITE) IN THE DIRECTION OF TRAFFlC �A� Q HALF CYCLE LENGTHS TEMP WITHRAR TRAVMUMELS STRIFE LENGTHS SHALL BE PROVIDED V NO -PASSING MARKING ROADWAYS (INCLUDING TEMPORARY TRAVELED WAYS) WITH REVERSE CURVATURE. CURVATURE (YELLOWi4 OF OVER 5 DEGREES OR WHEN OIRECTED BY THE ENGINEER TO MARK UNUSUAL ALIGNMENT ------------------------------------ 3 ______ k _ @ NO PASSING ZONE TEMPORARY PAVEMENT MARKING IS REO(ARED TO BE PLACED. WHERE APPROPRIATE. 6.� NOTE:ALL DIMENSIONS SAME AS TWO WAY TRAFFIC ALONG WITH CENTERLINE TEMPORARY PAVEMENT MARKING WHEN A SAME DAY PERMANENT PAVEMENT' MARKING ITEM IS INCLUDED IN THE CONTRACT. SHOULDER NOTE ARROW SYMBOL f P SNOWS DIRECTION OF TRAVEL EDGE LINE MARKING (WHITE)—\, I' EDGE LINE MARKING (WHITE) EDGE OF TRAFFIC LANE I I SHOULDER EDGE OF TRAFFIC LANE CENTER LINE ` MARKING !YELLOW) 50 4 a I a j NO -PASSING MARKING-"- CENTER LINE i (YELLOW) (._I m EDGE OF TRAFFIC LANE k=414I i EDGE OF TRAFFIC LANE' OF TRAFFIC LANE m LANE LINE NOTE: ALWAYS LEFT OF CENTER LINE MARKING (WHITE) IN THE DIRECTION OF TRAFFIC fFMTCR I MIT � i NOTE: ALL DIMENSIONS SAME AS TWO WAY TRAFFIC • WAY TRAFFIC ONE WAY TRAFFIC TEMPORARY (INTERMEDIATE) PAVEMENT MARKING (SHOWS CYCLE FOR TEMPORARY CENTER LINE OR TEMPORARY LANE LINE MARKING) EDGE LINE MARKING ----, THROUGH HIGHWAY _ L _�,v._ _ _ `^` EDGE LINE MARKING EXTENOED WHERE 7N' IS LESS THAN IQ' / t END MARKING WHERE CORNER ENDUE BEGINS III EDGE LINE MARKING tSIEIII ------ EDGE LINE MARKING EXTENDED WHERE 'W" IS LESS THAN 10' END MARKING WHERE CURB BEGINS (TYPICAL MARKING) NOTES EDGE LINES SMALL BE OMITTED THROUGH NTERSECTIONS. EDGE LINES SHALL BE CONTINUED THROUGH DRIVEWAYS. �t WHEN DISTANCE -A-IS LESS THAN 250 FEET. OMIT LANE LINE. �2 WHEN DISTANCE "B° IS LESS THAN 100 FEET. GATT CHANNELIZtNG LANE LW - ALTERNATIVE MARKING SHALL BE PROVIDED WHEN SPECIFIED IN THE CONTRACT. TYPICAL SITUATIONS WHERE THIS MARKING MAY BE REGUIRED ARE WHERE THE INTERSECTION IS ON A SHARP HORIZONTAL CURVE OR CREST VERTICAL CURVE IN AN UNLIGHTED AREA SUCH THAT THE EDGE LINE MAY BE MISLEADING TO THE MOTORIST OR DISAPPEAR FROM SIGHT. LOCATE THE EDGE LINE ALONG THE TAPER WHERE "W" IS 10'OR MORE. t THE EDGE LINE IN THE TAPER AREAS OF THE BYPASS LANE AND THE BYPASS LANE SHALL BE LOCATED (-FOOTFROM EDGE OF PAVEMENT TO THE OUTSIDE EDGE OF EDGE LINE. --NO MARKING AT P.C. ENTCURB GUTTER CHANaELIZNG LANE LINE S' (WHITE) M»ww�wana �M. LANE LINE EDGE LPNES 4° (WHITE) IWMTE) Imo. "A' ----_� MAJOR INTERSECTIONS (INTERSECTION WITH FULL RIGHT TURN LANE OR BYPASS LANES) INTERSECTION CURBS Nil EDGE LINE MARKING CENTER LINE MARKING (YE) CENTER LINE MARKING (YELLOW?_\ I 6a\�m� NO -PASSING MARKING, IF NOT ALREADY PASSING ISING PAS spla ZONED (YELLOK� LANE LANE AHEAD AHEAD 1/2 MILE A MILE X IN WHOLE WILES, NORMALLY NOT EXCEEDING 3 VILES .91 9 9 - IR W4-2R CLIMBING LANE R A FF I uses uses CENTER CETRAFFIC [TEF LANE LANE R3 -T2 R3-72 to 41 EDGE LINE MARKING WRITEI�LANE L:W. MARKING WHITE�0 �c•t 17 ,-EDGE LINE MARKING (WHITE)_n..�_ 1J.-W-11011111 1/2- 11/4 im TYPICAL W4-2R 600'TAPER NOTES SIGN P13-72 SHALL BE REPEATED AT V, MILE INCREMENTS WHERE THE ADDED LANE IS LONGER THAN '/, MILE. (NOT NECESSARY IF MARKED NO -PASSING) THERE MAY BE SOLID YELLOW ON THE CENTERLINE DUE TO SIGHT CONDITIONS. ARROW SYMBOL ( ==> I SHOWS DIRECTION OF TRAVEL PAVEMI (TO 5'1 z CROSSWALK 6' MIN..— �o OWHITE) 4'� z (STOP LINE IS REOU7ED ONLY WHEN SPECIFIED IN THE CONTRACT famm STOP LINE (MNITE) VARIABLE WIDTH 0'-24' fib" TYP.) AS SPECIFIED IN BID ITEM STOP LINE AND CROSSWALK TRAFFIC LANE I PAVEMENT MARKING, CURB. (YELLOW) (TO S' BEYOND P.C.) TRAFFIC LANE 5 ---� MEDIAN CURB �"'---5 BULLET NOSE ISLAND um MARKING, ISLAND NOSE, '0 P.C.) m LARGE ISLAND (GREATER THAN 50' PERIMETER OR ANY SIDE GREATER THAN 25'BETWEEN CURVES) 93 NOTES ARROW SYMBOL SHOWS DIRECTION OF TRAVEL DO NOT EXTEND REYCND SMALL ISLAND (LESS THAN 50' PERIMETER OR ANY SIDE LESS THAN 25' BETWEEN CURVES) MARKMG,(YELLOW) M -------------------- ___________________________„„-m______wm__.______„_____ CAiCE Visual Roads Design System EorthNark Report from D:tprojectstct6t8949050tc5513fin.ear : Fri Feb 11 08:07:01 2000 Area Type ------------------------------ ..--------- Area _--------- Inc.Vol. Cum.Val. MossHaul Station 542.85.806 „__-_---__m___.____m_____ UNCLASS 15.17 EMBANK 1.23 OTHER 0.15 CUT 15.17 USABLE 15.17 FILL 1.60 Station 543.00.000 UNCLASS 9.26 6.42 6.42 EMBANK 11.58 3.3T 3.37 OTHER 0.56 0.19 0.19 CUT 9.26 6.42 6.42 USABLE 9.26 6.42 6.42 FILL 15.06 4.38 4.38 2.04 �.rxrss_r_saawen�u.Tn UNCLASS 5.45 8.17 14.59 EMBANK 192.43 113.34 116.71 OTHER 1.23 1.00 1.18 CUT 5.45 8.17 14.59 USABLE 5.45 8.17 14.59 FILL 250.16 147.34 151.72 -137.13 Station 543.50.000 ' UNCLASS 4.67 3.75 18.34 - EMBANK 201.70 145.97 262.68 OTHER 1.53 1.02 2.20 CUT 4.6T 3.75 18.34 USABLE 4.67 3.75 18.34 FILL 262.21 189.77 341.49 -323.15 Station 543.80.000 UNCLASS 7.72 6.88 25.22 EMBANK 31.05 129.30 391.99 OTHER 1.10 1.46 3.67 CUT 7.72 6.88 25.22 USABLE T.72 6.88 25.22 FILL 40.36 168.09 509.58 ----------------- „_--------------------------- -484.36 __a_®-_____„______ STATE PROJECT NUMBER: 8949-05-70 EARTHWORK PLOT DATE- 2-23-W 4� ORG DATE -. 2-23-M PLOT KOK: EAAT�W C�Qimf� - DST�fi PLOT SCALE: 11c1. . .x, luu rLl NAMt. �XLkHNNO.i ORIG: DIST. 6, EAU CLAIRE __ .._,._._.....__.. 1,_.. ,,....— - -1 eLi NAML: MXUTHNld.i PRIG: 41S% 6, EAU CLAIRE 06 89490561:MXCTHNN.CGN REV. DATE: 9-17-99 lea PLT NAME: MXCTHN2d.i QRIC: DIST, 6, EAU CLAIRE e pan; c VmrO,: aallb PLOT SCALE : LOOOODOi.00OOW