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Home My WebLink About2013 A.pdfh m -I O zColo m n '-I v 1 0 O ca ORDER OF SHEETS Section Section No. 2 Section No. 3 Section No. 3 Section No. 4 Section No. 5 Section No. 6 Section No. 7 Section No. 8 Section No. 9 Section No. 9 TOTAL SHEETS = Title Typical Sections and Details Estimate of Ouantities Miscelloneous Ouantities Right of Way Plat Plan and Profile Standard Detail Drawings Sign Plates Structure Plans Computer Eorthwork Data Cross Sections STATE DEPARTMENT DESIGN DESIGNATION A.A.D.T. (2012) = 7600 VPD A.A.D.T. (2035) = 10,700 VPD D.H.V. = 1252 D = 7,6%I BEGIN PROJECT DESIGN SPEED = 50/55 MPH STA 10+00.00 ESALS = 8900600 Y 395096.42 X 555018.51 CONVENTIONAL SYMBOLS PLAN PROFILE CORPORATE LIMITS ��/ GRADE LINE �— ORIGINAL GROUND PROPERTY LINE PL + S,8 ROCK MARSH OR ROCK PROFILE — — LOT LINE ------- (To be noted as such) LIMITED HIGHWAY EASEMENT L — — _ SPECIAL DITCH — LABEL— EXISTING RIGHT OF WAY — — — n PROPOSED OR NEW R/W LINE GRADE ELEVATION SLOPE INTERCEPT - - `� CULVERT (Profile View) O REFERENCE LINE ��- UTILITIES ELECTRIC — E — EXISTING CULVERT - - 1 - } - FIBER OPTIC —FO— PROPOSED CULVERT 0 GAS — G — (Box or Pipe) SANITARY SEWER — SAN — COMBUSTIBLE FLUIDS �CAUI N� STORM SEWER —ss— TELEPHONE — T — MARSH AREA r d A WATER — W — L�_ UTILITY PEDESTAL{ POWER POLE WOODED OR SHRUB AREA TELEPHONE POLE jd OF WISCONSIN OF TRANSPORTATION PLAN OF PROPOSED IMPROVEMENT OF NEW KILO HMOND (STH 64 TO W.4TH STREET) CTH A ST CROIX COUNTY STATE PROJECT NUMBER 8940 -00 -13 jIl Itt IF j or if - M Ir I .{ ` /•" '� _ �._ :All m � SCALE 0 0.5 MI. TOTAL NET LENGTH OF CENTERLINE = 1.40) MI. = 4 LAYOUT STATE PROJECT 8940-00-13 FEDERAL PROJECT PROJECT CONTRACT" S N GH�NAY DEPT. 0 � � tfiwJ �' `f ACCEPTED FOR ST CROIX COUNTY EXCEPTION TO NEi C/L LENGTH STA B-55-0015 DATE COUNTY OMMISSI, ORIGINAL PLANS PREPARED BY l�►MS ASSOCIATES T-31-N r,3o-N END PROJECT STA 85+14650 COORDINATES ON THIS PLAN ARE REFERENCED TO THE IVISCONSIN COUNTY COORDINATE SYSTEM (WCCS>. ST CROIX COUNTY. yIts mom � 32337 ?h Eau Clalie pF, STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION PREPARED BY Surveyor ST CROIX COUNTY D@s10n@r AYRES ASSOCIATES INC Monoq@m@nt Lonsdtont KMGHT E/A, INC C.O. Examiner APPROVED FOR THE DEPARTMENT /L v IM opem@nf Consultant Stpnoturel C FILE NAME ss....deslgnfile....ss PLOT DATE 55...plottingdate...55 PLOT BY ss...plotuser...ss PLOT NAME PLOT SCALE s5.....plotscale.....SS WISOOT/CAppS SHEET IS rA Dial Sqw.or (800) 242-8511 www.DiggersHotline.com � DENOTES DIGGERS HOTLINE MEMBER �E NORTHWEST COMMUNICATIONS IE FRONTIER COMMUNICATIONS 116 HARRIMAN AVENUE 154 EAST 2ND STREET AMERY, WI 54001 NEW RICHMOND, WI54017 ATTN: GREG CARDINAL ATTN: TERRY DORR gregcordinaloomerytel.net terry.dorroftr.com 715-268-7101 715-243-7091 �E XCEL ENERGY 1201 LIVINGSTON ROAD HUDSON, WI54016 ATTN:DARREN NORDSKOG dorren.m.nordskogoxcelenergy.com 715-386-4798 -3F CITY OF NEW RICHMOND UTILITIES 156 EAST FIRST STREET NEW RICHMOND, WI54017 ATTN: JEREMIAH WENDT, CITY ENGINEER jwendtanewri chmondwi.gov 715-246-4167 ST CROIX COUNTY CONTACT 920 3RD STREET P.O. BOX 108 HAMMOND, 11154015 ATTN:JEFF DURKEE,PE 715-796-2227 EMAIL: jdurkeeascchwy.org DEPARTMENT OF NATURAL RESOURCES 1300 WEST CLAIREMONT AVENUE EAU CLAIRE, WI54701 ATTN: CHRIS WILLGER 715-839-1609 EMAIL: chris.wiligerawisconsin.gov PROJECT DESIGNER: AYRES ASSOCIATES 3433 OAKWOOD HILLS PARKWAY EAU CLAIRE, WI 54701 ATTN: JEFF ABRAMSON, PE 715-834-3161 EMAIL: ABRAMSONJQAYRESASSOCIATES.COM GENERAL NOTES RAILROAD CONTACT - WCL (CN) 1625 DEPOT STREET STEVENS POINT, WI54481 ATTN: JACKIE MACEWICZ 715-345-2503 EMAIL: jackie.macewiczecn.co LANDMARK REFERENCE MONUMENTS SHALL BE PERPETUATED BY THE ST CROIX COUNTY SURVEYOR. WHEN THE QUANTITY OF THE ITEM OF BASE AGGREGATE OR HMA PAVEMENT IS MEASURED FOR PAYMENT BY 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 WITH A CALL TO DIGGERS HOTLINE AND/OR A DIRECT CALL TO THE UTILITIES THAT HAVE FACILITIES IN THE AREA. NOT ALL UTILITIES ARE MEMBERS OF DIGGERS HOTLINE. 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%p INCHES HIGH IN ANTICIPATION OF THIS PROJECT. PROJECT N0:8940-00-13 HWY:CTH A COUNTY: ST CROIX lo' / EXISTING BASE AGGREGATE 3"-5" EXISTING ASPHALT PAVEMENT 7" EXISTING CONCRETE PAVEMENT G➢ EXISTING TYPICAL SECTION CTH A STA 19+15.00 - STA 75+15.00 — _.02% —►_ I I .04% I 5" EXISTING ASPHALTIC PAVEMENT \ 6" EXISTING MILLINGS/BASE AGGREGATE EXISTING TYPICAL SECTION CTH A STA 10+00.00 -STA 19+15.00 STA 75+15.00 - STA 85+14.50 GENERAL NOTES SHEET 2 gn. dgn DATE 3i25i2015 PLOT BY makelaJ PLOT SCALE 1:200 WISDOT/C.4DD5 SHEET 42 100' TYP. 2 2 VARIES 4' _ _ 4HMA PAVEMENT 6' (NORM) " EXISTING ASPHALT 7�7 - - - - - - - - - - - - - - - - - - - - - - EXISTING BEAM GUARD SAWCUT REO'D. ® INCIDENTAL TO HMA PAVEMENT (INCIDENTAL TO HMA PAVEMENT) REQUIRED AT BEGIN AND END _ PAVING LOCATIONS SEE TYPICAL SECTIONS BUTT JOINT FOR MAINLINE PAVEMENT 9' STRUCTURE ----------- ----L \��a 4" HMA PAVEMENT Fj (1.75" E-3 - UPPER LAYER) (2.25" E-3 - LOWER LAYER) BASE AGGREGATE DENSE Y4-INCH HMA PAVEMENT AT GUARDRAIL - - - - - - SIDE ROAD NOTE: IF THE EXISTING SIDEROAD CONSISTS OF A BASE COURSE SURFACE, THE NEW ASPHALT SHALL BE PLACED TO THE ENDS OF THE EXISTING SIDEROAD 60' RADIUS'. SAWCUT REO'D. BASE AGGREGATE DENSE 74-INCH EDGE OF PAVED (SMOOTH DRIVE PROFILE PROVIDE SHOULDER NECESSARY MATERIAL TO MATCH IN KIND) 60 EXISTING 4 " HMA PAVEMENT EXISTING GRAVEL ENTRANCE ASPHALT SURFACE - -- - - SAWCUT REO'D. (INCIDENTAL TO HMA PAVEMENT) EXISTING ASPHALT - VARIABLE DEPTH JARIE' FILE NAME T:\410682\dgn\020101_gn.dgn PLOT DATE 3i2/2015 PLOT BY mokelaj PLOT NAME PLOT SCALE 1:200 WISDOT/CADDS SHEET 42 3 REMOVING PAVEMENT BUTT JOINTS 204.0105*** STATION TO STATION LOCATION SY BEGIN PROJECT CTH A 365 105TH STREET 350 77+95 - 78+95 CTH A 435 PROJECT TOTAL 1150 *** FOR INFORMATION ONLY. QUANTITY PAID FOR WITH HMA PAVEMENT TYPE E-3 BASE AGGREGATE DENSE STATION TO STATION LOCATION 305.0110 3/4-INCH TON 10+00 - 85+15 CTH A (SHOULDERS) 940 (11) PE'S & FE'S 100 PROJECT TOTALS 1040 460.1103 465.0120 HMA ASPHALTIC 455.0605 ASPHALTIC SURFACE PAVEMENT MATERIAL TACK DRIVEWAYS AND TYPE E-3 PG 58-34*** COAT FIELD ENTRANCES*** STATION TO STATION LOCATION TON TON GAL TON 10+00 - 85+15 CTH A 5970 328 1870 --- 105TH STREET 113 6 35 --- 115TH STREET & CTH K 353 20 110 --- CTH A INTERSECTION 305 16 95 --- PE'S & FE'S --- --- --- 45 PROJECT TOTALS 6741 370 2110 45 *** FOR INFORMATION ONLY. QUANTITY PAID FOR WITH HMA PAVEMENT TYPE E-3 PAVEMENT MARKING PAINT 8-INCH 646.0123 STATION TO STATION LOCATION LF 58+00 - 60+00 LT 200 55+70 - 56+70 RT 100 81+75 - 83+50 RT 175 85+00 - 85+15 RT 15 PROJECT TOTAL 490 PROJECT NO: MOBILIZATION 619.1000 LOCATION EACH PAVEMENT MARKING STOP LINE PAINT 18-INCH 647.0563 LOCATION LF CTH A 32 PROJECT TOTAL 32 MILL AND RELAY 330.0100 STATION TO STATION LOCATION SY 10+00 - 84+15 CTH A 24660 PROJECT TOTAL 24660 SALVAGED ASPHALTIC PAVEMENT MILLING 49090200 STATION TO STATION LOCATION SY 80+13 - 85+15 CTH A 3290 CTH K & 115TH STREET LT/RT 1575 PROJECT TOTAL 4865 LOCATING NO -PASSING ZONES *** LOCATION 648.0100 MI CTH A 1.42 PROJECT TOTAL 1.42 TRAFFIC CONTROL (8940-00-13 LOCATION (�Y:iL1 643.0100 EACH 1 CONSTRUCTION STAKING RESURFACING REFERENCE 7(Zoitwconv 650.8000 LF CTH A 7515 PROJECT TOTAL CTH A 1 *** FOR INFORMATION ONLY. QUANTITY PAID FOR WITH PAVEMENT MARKING PAINT 4-INCH HWY: CTH A I COUNTY: ST CROIX 7515 MISCELLANEOUS QUANTITIES RUBBILIZING 335.0100 STATION TO STATION LOCATION SY 19+15 - 75+15 CTH A 12500 PROJECT TOTAL 12500 PAVEMENT MARKING PAINT 4-INCH 64640103 WHITE YELLOW STATION TO STATION LOCATION DESCRIPTION LF LF 10+00 - 85+15 CTH A CENTERLINE --- 7245 10+00 - 85+15 CTH A EDGELINE 15000 --- SUB TOTALS 15000 7245 PROJECT TOTAL p4r**14 (1) ACTUAL CENTERLINE QUANTITY TO BE DETERMINED BASED ON LOCATING NO -PASSING ZONES. SAWING ASPHALT*** 690.0150 STATION TO STATION LOCATION LF END PROJECT CTH A 50 105TH STREET LT 22 38+40 RT 20 50+95 LT 12 115TH STREET RT 40 CTH K LT 40 64+38 LT 12 73+45 RT 22 CTH A LT 52 PROJECT TOTALS MEW *** FOR INFORMATION ONLY. QUANTITY PAID FOR WITH HMA PAVEMENT TYPE E-3 SHEET BEGIN PROJECT STA 10+00.00 N X 555018.51 MATCH EXISTING \ `\ REMOVING PAVEMENT ` \ BUTT JOINT (SEE DETAIL) \\ \ `\ NO UNDERLYING CONCRETE \ MILL & RELAY REO'D UNDERLYING CONCRETE MILL & RELAY AND RUBBLIZATION REO'D N to d \ \� STA 21+42, LT CONSTRUCT F.E. + �\ (GRAVEL) CV N EXISTING R/W jOs r If -- a �•. \� '-�.� ,`^'_� -'_'_"__ _ _- __ - \� ram. / � '•� ^1 ---_�_ - SAwcuT REDID NO UNDERLYING CONCRETE _ O EXISTING R/W 4 N STA 26+85,LT STA LT CONSTRUCT F.E. CONSTTRUCTRUCT F.E. (GRAVEL) (GRAVEL) EXISTING R/W n CTH A $ EXISTING R/W STA 38+400 RT CONSTRUCT P.E. STA 26+85,RT (ASPHALT) SAWCUT REO'D CONSTRUCT F.E. (GRAVEL) SCALE. FEET o so Too PROJECT N0:8940-OO-13 HWY:CTH A COUNTY:ST CROIX PLAN SHEET SHEET IE FILE NAME T:\410682\dgn\050201_pn.DGN rLvl VHIC J/G/4V1' YLV 1 UT RIVK@la•J fLVI I`IHIYIG . fLVI JVHLC 1:1VV wISDOTICADDS SHEET 44 N STA 50+95,LT CONSTRUCT P.E. (ASPHALT) SAWCUT REO'D EXISTING R/W ------- -------------------------" _...._ 4 S89'4613 E a CTH A uU_=====1==__________---_ EXISTING R/W STA 50+95,RT �- CONSTRUCT F.E. (GRAVEL) N MILL & REMOVE 4" SALVAGED ASPHALTIC x= PAVEMENT MILLING REO'D a G SAWCUT REO'D U STA 64+38,LT O CONSTRUCT P.E. .r (ASPHALT) M SAWCUT REO'D 00 EXISTING R/W �-� --- � \--- --- ------ a -- _ -..✓ ------- --- -- NW27 34 E 1 EXISTING R/W _ SEE CTH K/115TH ST STA 69+75, RT CONSTRUCTION DETAIL CONSTRUCT P.E. FOR ADDITIONAL INFO SAWCUT REO'D (GRAVEL) V) xx r" va4 NQ SCALE, FEET' so 100 PROJECT N0: 8940-OO-13 HWY: CTH A COUNTY: ST CROIX PLAN SHEET SHEET [E FILE NAME T:\410682\dgn\050202_pn.DGN PLOT DATE 3i2i2015 PLOT BY : mokeloj PLOT NAME PLOT SCALE 1:100 WISOOT/CADDS SHEET 44