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HomeMy WebLinkAbout2013 T.pdfmemo -I m 0 -i v an ° ORDER OF SHEETS Section No. 1 Section No. 2 Section No. 3 Section No. 3 Section No. 4 Section No. 5 Section No. 6 Section No. 7 Section No. 8 Sectlon No. 9 Sectlon No. 9 TOTAL SHEETS Title Typical Sections and Details Estimate of Ouontities Miscelloneous Ouantities Right of Way Plat Pion and Profile Standord Detail Drawings Sign Plates Structure Plans Computer Earthwork Data Cross Sections DESIGN DESIGNATION A.A.D.T, (2013) = 1800 VPD A.A.D.T. (2033) = 2350 VPD D.H.V. = 324 D.D. 62/38 T. = 6.OX DESIGN SPEED = 55 MPH ESALS = 160,600 CONVENTIONAL SYMBOLS PLAN CORPORATE LIMITS PROPERTY LINE PL + 5•p.,1— LOT LINE ------- LIMITED HIGHWAY EASEMENT L EXISTING RIGHT OF WAY — — PROPOSED OR NEW R/W LINE SLOPE INTERCEPT - - REFERENCE LINE EXISTING CULVERT - PROPOSED CULVERT y (Box or Pipe) COMBUSTIBLE FLUIDS MARSH AREA WOODED OR SHRUB AREA FILE NAME T:\410635\dgn\010101_ti.1CN STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION PLAN OF PROPOSED IMPROVEMENT CTH M - CTH N (CTH M - CTH N) CTH T ST CROIX COUNTY STATE PROJECT NUMBER 7919-05-76 END PROJECT STA 182+20.00 STATE PROJECT 7919-OS-76 FEDERAL PROJECT oeoe PROJECT CONTRACT 1d3CI J�`dhl1HJIH �1Nno� x►oao 1S trY G 0 dvw anI��:3 C3 ACCEPTED FOR ST CROIX COUNTY DATE COUN Y COMMISSIO I P35 AVE OMCNAL PLANS PREPARED BY AMS R S H ASSOCIATES 30T,H AVE 32ND AVE 92ND ST �o^°a�e0eet°°°jese� okog, too, 4A We to 66, ' •� BEGIN PROJECT o STA T5+00.00 4 ^ 22ND AVE p At,,;�AmSON Y 311696.03 c P ` 3Z,337 . X 594273.43 T9 w a ;: u 'I r •► AVE 18TH o� �..j_''••.....ti.�.•••�.r.�• ��® PROFILE GRADE LINE ORIGINAL GROUND MARSH OR ROCK PROFILE ITa be noted os such) SPECIAL DITCH GRADE ELEVATION CULVERT (Profile Vlew) UTILITIES ELECTRIC FIBER OPTIC GAS SANITARY SEWER STORM SEWER TELEPHONE WATER UTILITY PEDESTAL POWER POLE TELEPHONE POLE — ROCK_ LABEL 0 m ❑ — E - -FO- - G — -SAN- -SS- T - - W - b 0 I LO �n BTH AVE r- — — — — — —a--- -- LAYOUT SCALE � 0.5 MI. TOTAL NET LENGTH OF CENTERLINE = 2.030 MI. PLOT DATE 12i19i2013 AVE T-28—N T-27—N COORDINATES ON THIS PLAN ARE REFERENCED TO THE WISCONSIN COUNTY COORDINATE SYSTEM (WCGS), ST CROIX COUNTY. PLOT BY AYRES•EC PLOT NAME PLOT SCALE : 1:200 DATE: I � - � � - ►3 STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION PREPARED BY Surveyor ST CROIX COUNTY Oealgner AYRES ASSOCIATES INC Nanogement COnsutmt KNIGHT E/A, INC C.O.Exominer APPROVED FOR THE DEPARTMENT OAOnagemenT Conauitmt Slgnaturel E wISDOT/CADOS SHEET 18 'X' DENOTES DIGGERS HOTLINE MEMBER aE CENTURYLINK 20 SOUTH WILSON AVENUE RICE LAKE, WI 54868 ATTN:BRUCE LARSON 715-234-5573 1 4F ST CROIX ELECTRIC COOPERATIVE 1925 RIDGEWAY STREET HAMMOND. WI54015 ATTN:ROB DOOLEY 800.762-0592 ABBREVIATIONS AGG. AGGREGATE MON. MONUMENT "% AHEAD NORM. NORMAL ALUM. ALUMINUM P.L.E. PERMANENT LIMITED EASEMENT ASPHo ASPHALTIC P.i. POINT OF INTERSECTION BK. BACK P.P. POPLAR B.M. BENCH MARK P.E. PRIVATE ENTERANCE SLOG. BUILDING P.L. PROPERTY LINE C.B. CATCH BASIN R RADIUS OR RANGE CENTERLINE R.R. RAILROAD C.E. COMMERCIAL ENTRANCE i REFERENCE LINE CONC. CONCRETE R.D.E. RESTRICTED DEVELOPMENT EASEMENT CONST. CONSTRUCT R/W RIGHT OF WAY COR. CORNER SAN. SANITARY CULV. CULVERT SEC. SECTION C.BG. CURB & GUTTER S.V. SEPTIC VENT OIA. DIAMETER P.D. SERVICE PEDESTAL E ELECTRIC SPK. SPIKE EL. ELEVATION S.F. SQUARE FOOT F.E. FIELD ENTRANCE STA STATION C.P. GAS PUMPS S.S. STORM SEWER C.N. GRID NORTH SE. SUPERELEVATED FL HOUSE S.V. SEPTIC VENT N NLET TAV. TAVERN LP. IRON PROPERTY PIN T.L.E. TEMPORARY LIMITED EASEMENT LIN. LINEAR TYP. TYPICAL L.L. LOT LINE VAR. VARIABLE M.H. MANHOLE V.C. VERTICAL Ala MATCH LINE w. WATER AL MILE WL. WELL X EAST COORDINATE Y NORTH COORDINATE GENERAL NOTES LANDUARK REFERENCE MONU►£NTS SHALL BE PERPETUATED BY THE ST CROIx COIFJTY SURVEYOR. WtEN THE QUANTITY OF THE ITEM OF BASE AGGREGATE OR HMA PAVE►,tENT IS uEASURED FOR PAYMENT 8Y THE TON THE DEPTH OR THICKNESS OF THE LAYER SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL THICKNESS WILL DEPEND ON THE DISTRIBUTION OF MATERIAL AS DIRECTED BY THE ENGINEER. MATCH EXISTING DRIVEWAYS WITH IN -KIND MATERIALS. MATCH CROSS SLOPES OF SUPERELEVATED SECTIONS ON EXISTING ROADWAY. THERE ARE UTILITY FACILITIES WITHIN THE PROJECT AREA THAT ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION ACTIVITIES MITH A CALL TO DIGGERS HOTLINE ANDiOR A DIRECT CALL TO THE UTILITIES THAT HAVE FACILITIES IN THE AREA. NOT ALL UTILITIES ARE uEMBERS OF DIGGERS FK)TLINE. INTERSECTIONS ARE MODIFIED TYPE C WITH RADII AND TAPERS TO BE FIELD VERIFIED AND RESTORED IN KIND. ALL BEAM GUARD AND ANCHORAGES HAVE BEEN REPLACED AND SET 3'/= INCHES NIGH LN ANTICIPATION OF THIS PROJECT, PROJECT N0:7919-05-76 HWY:CTH T ST CROIX COUNTY CONTACT 920 3RD STREET P.O. BOX 108 HAMMOND. W154015 ATTN:JEFF DURKEE,PE 715-796-2227 EMAIL: Idurkeeoscchwy.org DEPARTMENT OF NATURAL RESOURCES 810 WEST MAPLE STREET SPOONER.W15480t ATTN:AMY CRONK 715-635=4229 EMAIL: omy.cronkowisconsin.gov EAU PROJECT DESIGNER: AYRES ASSOCIATES 3433 OAKW000 HILLS PARKWAY CLAIRE. WI 54701 ATTN: JEFF ABRAMSON* PE 715-834.3161 EMAIL: ABRAMSONJOAYRESASSOCIATES.COM COUNTY: ST CROIX 6 P TURF) & 1' TURFI 3" EXISTING ASPHALT PAVEMENT 80 EXISTING BASE AGGREGATE 12" EXISTING GRANULAR SUBBASE EXISTING TYPICAL, SECTION CTH T —BASE AGGREGATE DENSE Y4mNCH RTYPI -- — >>�•7,�Njq�AI -------------- 4"HMA PAVEMENT TYPE E-t — — — ` — — — — — — — (05" UPPER LAYER) / (2.25" LOWER LAYER) allEXISTING BASE AGGREGATE 12" EXISTING GRANULAR SUBBASE 3" PULVERIZE 6 RELAID * FINISHED TYPICAL SECTION CTH T STA 75+00.00 -STA 182+20.00 GENERAL NOTES * PULVERIZE EXISTING ASPHALT AND UNDERLYING BASE TO A THICKNESS OF 6 INCHES. SHEET NAME T:\410fi35\dqn\020101_gn.dq'� DATE 1i17i2014 Y SCALE 1:200 wISDOTiCAD05 SHEET 42 100' TYP. 2 LANE SHOULDER 5' EXISTING 2 2' GROUND _ 4" HMA PAVEMENT X ROUNDING VAX TX DESIRABLE t10X EXISTING ASPHALT v-- IH cut MATCH TX OESIRABLH (10 EXISTING I FILL "X'�— PAVED ENTRANCE FINISHED SHOULDER IN FI PAID FOR UNDER PULVERIZE MAINTAIN PAVEMENT SLOPE POINT SAWCUT REO'D.+► ® AND RELAY PROFILE VIEW REOUIRED AT BEGIN AND END PAVING LOCATIONS BUTT JOINT " INCIDENTAL TO OTHER ITEMS IN THE CONTRACT I 20• P.E. & F.E. NORMAL 28' C.E. NORMAL EXISTING GROUND VAR. 4low ,. • 7 ' t 6.1 s, j GROUNDNG 2X 6" BASE AGGREGATE DENSE YvINCH. OR 6" BASE AGGREGATE DENSE 4•INCH. AND 3" HMA PAVEMENT TYPE E-1 OR THE SAME THICKNESS AS REQUIRED FOR PAVED SHOULDERS. TYPICAL CROSS SECTION NOTE: IF THE EXISTING SIDEROAD SIDE ROAD CONSISTS OF A BASE COURSE ENTRANCE SURFACE. THE NEW ASPHALT SHALL BE PLACED TO THE ENDS OF THE EXISTING SIDEROAD HMA PAVEMENT 60' RADIUS'* Z APPROACH t HIGHWAY SAWCUT REO'D. +► _..._..._..._,.._..._._._. ... ..._..._..._._._ �a� • • �s� HMA PAVED SHOULDER " INCIDENTAL TO OTHER ITEMS IN THE CONTRACT ' •�St'' l,Y;y 4:1 TAPER y;,;�;a• (Di2)* 4' 4:1 TAPER FINISHED SHOULDER 30, N• R, 60' ,.3°D yak.44 .� awlHMA PAVEMENT TYPE E•1 BASE AGGREGATE DENSE -INCH RIGHT•OF-WAY BUTT JOINT AND 4" HMA PAVEMENT saw Cu R 010 VAR. GRAVELEXISTI G. EXISTING PAVEMENT EXISTING •• RADIUS IS TANGENT AT PAVED SHOULDER SAWCUT REO' D. * ENTRANCE EDGE OR 5' MAX. OFF EDGE OF MAIN LINE IIIII,m L•VARIABLE. EXACT LENGTH TO BE DETERMINED PAVEMENT WHICHEVER IS LESS. EXISTING ASPHALT - VARIABLE DEPTH IN THE FIELD BY THE ENGINEER. • 3' MAX. OR TO FINISHED SHOULDER BLEND BACK ON THE ENTRANCE FAR WHICH EVER IS LESS. EXISTING PAVEMENT ENOUGH TO GET A SMOOTH PROFILE. D"DRIVEWAY WIDTH ® REMOVE MATERIAL UNDER ITEM 'REMOVING ASPHALT SURFACE . BUTT JOINTS' D•20'TYP.(PE's & FE's) (12'MIN.-22'MAX.) MATERIAL SHALL NOT BE REMOVED UNDER THIS ITEM UNTIL 24 HOURS D•28'TYP. (CE's & FARM ENT.) (24'MIN.-35'MAX. ) BEFORE SIDEROAD PAVING. PLAN vIEw SIDEROAD PAVEMENT DEPTH SHALL MATCH AT MAINLINE PAVEMENT EDGE AND BE TAPERED TO 2" MINIMUM AT JOINT RURAL DRIVEWAY INTERSECTION DETAIL (PE's. FE's & CE'S) SIDE ROAD DETAIL - NO CURB & GUTTER PROJECT N0: 7919-05-76 HWY: CTH T COUNTY: ST CROIX CONSTRUCTION DETAILS SHEET E FILE NAME : T:\410635\dan\020101_on.don PLOT DATE : 1iTi2014 PLOT BY AYRES•EC PLOT NAME : PLOT SCALE 1:200 ..�ww�.n.wn�. �.,e•* wo 2 2 2 i\ I I � N I END PROJECT u' STA 182+20,00 � I STA 181+9445, 7TLT � p a STA 9+23.31, 75'LT �+ r R 60' 17' ' R40' ITS , STA 181+72.00, 57' RT STA 10+57.23, 55'LT in fn PI STA 11+23,33 ^. Y 322313,19 PI STA 8+81.75 � \ + X 594370*16 Y 322312,27 + — X 594126959 O0 — — a CL _ .- --�-- ]OSi TAPER Is, 901000015' , 9+00 PI 181+1Z16 101000 11+00 n CTH N CTH N ir IT , co STA 1 0G (CTH TIm CONSTRUCT TYPE C INTERSECTION R 40' STA 17' /� X 594244 , 83 STA 9+42.T39T 55'RT 17' II R 60' I STA 180+42.14, 77'RT STA 10+76.640 751RT II II I 'I II EE 0II I I II I .I SCALE. FEET' 20 40 I PROJECT NO: i919-O5-76 HWY: CTH T COUNTY: ST CROIX INTERSECTION DETAIL SHEET E FILE NAME . TO\410635\dgn\021101_Ld.dgn PLOT DATE i 1/Ti2014 PLOT BY AYRES-EC PLOT NAME 7 PLOT SCALE t 1:40 WISDOT/CADDS SHEET 42 3 0 SASE AGGREGATE DENSE 3L4 INCH 305.0110 STATION TO STATION LOCATION TON 75+00 - 182+20 CTH T (SHOULDERS) 1325 32ND AVE INTERSECTION 40 (17) PE'S & FE'S 101 TOTAL PULVERIZE AND RELAY STATION TO STATION LOCATION 75+00 - 182+20 INTERSECTION TOTAL 325.0100 SY CTH T 28980 CTH N 881 29361 REMOVING PAVEMENT BUTT JOINTS 209.0105 STATION TO STATION LOCATION SY BEGIN PROJECT END PROJECT 22ND AVE LT 30TH AVE RT & LT CTH N RT & LT TOTAL STATION TO STATION CTH T 1295 ASPHALTIC ZTEMS 960.1101 HMA PAVEMENT TYPE E-1 LOCATION TON ASPHALTIC MATERIAL TON PAVEMENT MARKING STOP LINE PAINT 18-INCH 697.0563 LOCATION LF TOTAL 455.0605 TACK COAT GAL 75+00 - 182+20 CTH T 8010 981 22ND AVE INTERSECTION 61 4 7 30TH AVE INTERSECTION 122 7 19 CTH N INTERSECTION 122 7 14 32ND AVE INTERSECTION 61 4 7 PE'S & FE'S 13 1 1 TOTALS 8193 504 933 *** FOR INFORMATION ONLY. QUANTITY IS PAID FOR WITH HMA PAVEMENT TYPE E-1 PROJECT NUMBER: 7919-0546 HWY: CTH T COUNTY: ST CROIX PAVEMENT MARKING PAINT 4-INCH 696.0103 YELLOW WHITE STATION TO STATION LOCATION DESCRIPTION LF LF 75+00 - 182+20 CTH T CENTERLINE 12015 --- 75+00 - 182+20 CTH T EDGELINE --- 21360 CTH N CENTERLINE 300 --- CTH N EDGELINE --- 300 �giieaiL�l�i<�i1 PROJECT TOTAL 12315 21660 33975 TRAFFIC CONTROL (7919-05-76) 693.0100 LOCATION EACH CTH T SAWING ASPHALT 690.0150 STATION TO STATION LOCATION LF BEGIN PROJECT END PROJECT SIDEROADS CTH T F4:I�7 E CONSTRUCTION STAKING RESURFACING REFERENCE 650.8000 STATION TO STATION LOCATION LF 75+00 - 182+20 CTH T 10720 (6) SIDEROADS 600 TOTAL 11320 MISCELLANEOUS QUANTITIES � SHEET NO: � E 3 Im Art ,-I ,-t N t0 ,.,4 N In STA 134+50, LT STA1153+56 LT.; In o CONSTRUCT P.E. - CONSTRUCT P.E. + ro N o (GRAVEL) (GRAVEL) _ O tom v 4N ,-I In O ^ In 0' D In N EXISTING R/w a--?�Q#QQ------Jj—t55*D= ---- F----J�`�t0.�---------�'�--------145f.00------- � -------------------'—�_r--------------CTH T — to x al U STA 153+539 RT STA 159+290 RT a - I CONSTRUCT F■E■ CONSTRUCT F■E, E+" (GRAVEL) (GRAVEL) O W_ --_ -. p>;^ Z V1 i z Z x = LIP I- J ti - Ot'7N NNro - � N m0 n END PROJECT c)`" STA 16T+r STA 169+890LT ±N + mN O CONSTRUC CONSTRUCT F,E, Nm ■ A " •O NV O (GRAVEL) (GRAVEL) / Intn MATCH EXISTING ,;;°,r,' t i O 45' IX Q \ SAWCUT REO'D Y EXISTING R/W >' X F —��--------- L---------(-188+08—� 185+00 to — ---- LLII Fm -------- -------CTH T-----------vil /_45' \ / BUTT JOINT REO'D zC*arg ` sr x %" "I r L) SCALE. FEET ° 100 200 PROJECT NO.7919-O5-76 HWY:CTH T I COUNTY:ST CROIX IPLAN SHEET ISHEET E FILE NAME T:\41063b\dgn\UbUZUZ_gl. UUfV YLVI UAIC 1/f/LV14 1'LV I Of Atl'ttZ>'tl. �Lv1 ivMmG rLV 1 JUALC i 1:4VV wI500T/CADDS SHEET 44 1 sheet a: AtommGrade SideI ntersection, Types' 1') ', ' and ' and Tee I ntersection Bypass THROUGH HIGHWAY 3' SHOULDER (2' PAVED)- 1 300^ (TYPE 81) 12.5:1 TAPER-{- 200' (TY THROUGH HIGHWAY SHOULDER tAS SHOWN ELSEWHERE IN PLANS) ( 10:1 TAPER THIS CONTROL LINE IS ESTABLISHED ��� BY A 10:1 TAPER EXTENDED FROM ao THE BACK OF THE CURB END LOCATED I ' FARTHEST FROM THE THROUGH HIGHWAY. TYPE "61" AND "B2" GENERAL NOTES DESIGNS MAY BE USED INTERCHANGEABLY IN COMBINATION OR SEPARATELY FOR ANY ONE COMPLETE INTERSECTION DEPENDING UPON INTERSECTION ANGLE AND SURFACING OF EACH APPROACH ROADWAY. SIDE ROAD SURFACING NOTE SOMEONE 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. 6 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 SURFACING SESSION SHALL BE THE SAME AS FOR THE PROJECT. ® EXISTING PAVED SURFACE Q BYPASS LANE THROUGH HIGHWAY SHOULDER (AS SHOWN ELSEWHERE IN PLANS) —• — — — "-" "— LANE WIDTH LANEWIDTH ommooWINSOMENESS* NOISOMENESS THROUGH HIGHWAY 3 SHOULDER �.— — � 15W 100' W = SHOULDER WIDTH 3' VTHROUGH HIGHWAY SHOULDER OR 5' MIN. R2 J AS SHOWN ELSEWHERE IN PLANS CONCRETE CURB &GUTTER 36". TAPER CURB HEIGHT 0" TO 6" IN 10'-0' LENGTH AT ENDS OF CURB 8 GUTTER SECTIONS. WHEN SPECIFIED ELSEWHERE IN THE CONTRACT. PROVIDE CURB OPENING AND FLUME. RADII DIMENSIONS FOR TYPES "Br". "82". "C" AND "D" INTERSECTIONS ® RI R2 65-TO 35 70 71-80 40 70 81-90 40 60 91-100 50 55 101-110 60 45 © 10-FT TYPICAL. Q2 12-FT** PLUS ADDITIONAL WIDTH FOR BIKE LANE IF SHOWN ELSEWHERE IN THE PLAN. '*'K10-FT MAY BE USED ON TYPE 82 ON RESURFACING PROJECTS IF SPECIFED IN THE CONTRACT. 0 BYPASS LANE PAVED SURFACE WIDTH OUTSIDE OF TRAVEL LANE -ASPHALT = 12-FT PLUS PAVED SHOULDER WIDTH. -PC CPNCRETE = 13-FT PLUS PAVED SHOULDER WIDTH. 4O BYPASS LANE PAYED SHOULDER WIDTH =THE GREATER Of t-FT OR THE PAVED SHOULDER WIDTH OF THE THROUGH HIGHWAY. 325' 100' C 10a TAPER—� i THS CONTROL LINE IS ESTABLISHED BY A 10:1 TAPER EXTENDED FROM THE P.C. LOCATED FARTHEST FROM THROUGH HIGHWAY. TYPE "C" _ _ _ _ THROUGH HIGHWAY _ _ W (-• low 3' R i 15' 15W J THROUGH * 15' 1 HIGHWAY R 2 IFLANE BYPASS SHOULDER WIDTH LANE I PAVED 4 CA SHOULDER = 2' SHOULDER 10:1 TAPER I I PAVED SURFACE WIDTH SECTION A -A )SHOWING BYPASS LANE AND SHOULDER) TYPE "D " A47 150' 217' uon rnnnnr H 1 TEE INTERSECTION BYPASS LANE DETAIL low IN SHOULDER WIDTH OR NOTE: TYPE "D" INTERSECTION IS A TYPE 'C' INTERSECTION WITH CURB & GUTTER THIS CONTROL LINE IS ESTABLISHED BY A I0:1 TAPER EXTENDED FROM THE BACK OF THE CURB END LOCATED FARTHEST FROM THE THROUGH HIGHWAY. ►Ya AT -GRADE SIDE ROAD r INTERSECTION, TYPES "81". "B2", a AND "D" AND TEE INTERSECTION BYPASS LANE STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION G