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Home My WebLink About2010 PP..pdff►UN I 1 tow 0 0 FEB 23 10 ORDER OF SHEETS Section No. 1 Title Section No. 2 Typical Sections and Details Section No, 3 Estimate of Ouantities Section No. 3 Miscellaneous Ouantitles Section No. 5 Plan and Profile Section No, 6 Standard Detail Drawings Section No. 7 Sign Plates 5eo's`rvrr-Nab - - - ^' e" TOTAL SHEETS = 34 PROJECT LOCATION DESIGN DESIGNATION A,A.D.T. 2010 = 725 A.A.O.T. 2030 = 925 D.H.V. 121 50/50 7, = 7.7% DESIGN SPEED = 50 mph ESAILS = 124olOO t j \hPARTMEN"""' OF ST. CROIX CO. T 28N BEGIN PROJECT T 27 N STA 8+60.00 Y = 365,300 W-1001 X = 1,4450800 W-1001 APPROX.225'NORTH OF THE S.W. COR. OF SEC 18, T27N, R14W PIERCE CO. CONVENTIONAL SYMBOLS COUNTY LINE �� COMBUSTIBLE FLUIDS PROPERTY LINE 58't — CAS C — LO7 LINE ------ ELECTRIC E — LIMITED EASEMENT — — — — — - TELEPHONE OR TELEGRAPH — T EARTHWORK BALANCE POINT TV/CABLE —TV— SERVICE PEDESTAL 9 EXISTING RIGHT OF WAY — 1 PROPOSED OR NEW R/W LINE POWER POLE 6 SURVEY LINE TELEPHONE POLE 0 RAILROAD = SLOPE INTERCEPT SANITARY SEWER — SAN — ORIGINAL GROUND ROCK S70RM SEWER — SS MARSH OR ROCK PROFILE ------` (To be noted as such) WATER W EXISTING CULVERT-------�--- MARSH AREA W`:��/ PROPOSED CULVERT C:7==__�— — — (Box or P(po> WOODED OR SHRUB AREA CULVERT (Profile View) FILE NAME P�\hF.\0\Dunne\109699\CALL\TTOUNNPOL(Jgn Pl. MOTH AVENUE TO STH 29) DUNN COUNTY 36 1as P P 90th Ave. 'a RCE CO. s � f ; Lp 45th SY. 370ZAveLN Wesl DiJNNCO. ONET LENGTH OF CENTERLINE = 4.044 MI 2 STATE PROJECT FEDERAL PROJECT PROJECT CONTRACT 7882-00-70 WISC 2010220 1 T 27 DUNN CO. ALL COORDINATES ARE REFERENCED TO THE WISCONSIN COORDINATE SYSTEM CENTRAL ZONE AND SCALED FROM U.S.C.S. TOPOGRAP)IIC MAP SPRING VALLEY WI. 1974, 7.5 MINUTE VlISCONSINQUADRANGLE FOR IDENTIFICATION ONLY. PLOT BY : SEII PLOT NAME PLOT SCALE NiA ACCEPTED FOR COUNTY at ST. CROIX DATE: HIGHWAY COMMISSIO ACCEPTED FOR COUNTY Of DUNN STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION PREPARED 9Y Survoyor SEH Designer SEH KJOHNS_ON EtJCUJEERS— Monogement Consultant ___. C.O. Examiner _..__JANE ENGL_EBRETSEN „_,_ APPROVED FOR THE D kPARTMENT DATE: , III (S gnalu". ro) E WISDOT/CADDS SHEET 10 STANDARD ABBREVIATIONS ABUT ABUTMENT HYD HYDRANT AC ACRE IO INSIDE DIAMETER AGG AGGREGATE INV INVERT AECPRC APRON ENDWALL FOR CULVERT PIPE IP IRON PIPE ON PIN REINFORCED CONCRETE LHF LEFT-HAND FORWARD ASPH ASPHALTIC L LENGTH OF CURVE AVG AVERAGE LF LINEAR FOOT ADT AVERAGE DAILY TRAFFIC LC LONG CHORD OF CURVE BF BACK FACE LS LUMP SUM BM BENCH MARK MH MANHOLE BR BRIDGE MOR MID POINT OF RADIUS CE COMMERCIAL ENTRANCE NC NORMAL CROWN CL OR C/L OR CENTER LINE NO NUMBER p CENTRAL ANGLE OR DELTA OBLIT OBLITERATE CONC CONCRETE PAVT PAVEMENT CPRC CULVERT PIPE REINFORCED CONCRETE PE PRIVATE ENTRANCE CPRCHE CULVERT PIPE REINFORCED CONCRETE PVRC POINT OF VERTICAL REVERSE CURVE HORIZONTAL ELLIPTICAL QOR QUARTER POINT OF RADIUS CR CREEK R RADIUS CY CUBIC YARD REO'D REQUIRED C & G CURB AND GUTTER RES RESIDENCE OR RESIDENTIAL D DEGREE OF CURVE RHF RIGHT•HANO FORWARD DHV DESIGN HOUR VOLUME R/W RIGHT-OF-WAY DISCH DISCHARGE R RIVER OG DITCH GRADE RDWY ROADWAY DWY DRIVEWAY R/L OR 9 REFERENCE LINE X EAST GRID COORDINATE SALV SALVAGED EAT STEEL PLATE BEAM. GUARD SAN SANITARY SEWER ENERGY ABSORBING TERMINAL SF SQUARE FEET FOR END POINT OF RADIUS SY SQUARE YARD EL ELEVATION SOD STANDARD DETAIL DRAWINGS ENT ENTRANCE STA STATION ESALS EQUIVALENT SINGLE AXLE LOADS SS STORM SEWER EXC EXCAVATION SSPRC STORM. SEWER PIPE REINFORCED CONCRETE EBS EXCAVATION BELOW SUBGRADE SE SUPERELEVATION RATE EXIST EXISTING TC TOP OF CURB FC FACE OF CURB 7 OR TN TOWN FF FACE TO FACE T TRUCKS (PERCENT OF) FERT FERTILIZE TYP TYPICAL FE FIELD ENTRANCE VAR VARIABLE FL FLOW LINE VC VERTICAL CURVE FO FIBER OPTIC Y NORTH GRID COORDINATE CWT HUNDREDWEIGHT YD YARD PROJECT N0:7882-00-70 HWY: CTH P GENERAL NOTES ELEVATIONS SHOWN ON THE PLAN ARE REFERENCED TO THE APPROXIMATE USGS DATUM, WHEN THE QUANTITY OF BASE AGGREGATE OR HttA PAVEMENT IS MEASURED FOR PAYMENT BY THE TON OR CUBIC YARD, THE DEPTH OR THICKNESS OF THE LAYER SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL THICKNESS WILL DEPEND ON THE QISTRIBUTION OF THE MATERIAL AS DIRECTED BY THE ENGINEER. THE LOCATION OF EXISTING AND PROPOSED UTILITY INSTALLATIONS AS SHOWN ON THE PLANS IS APPROXIMATE. '.HERE MAY BE OTHER UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. NO TREES OR SHRUBS ARE TO 8E REMOVED WITHOUT THE APPROVAL OF THE ENGINEER. CURVE DATA IS BASED ON THE ARC DEFINITION, BEARINGS SHOWN ON THE PLANS ARE PROJECT BEARINGS 70 THE NEAREST SECOND. THE LOCATION OF ALL DRIVEWAYS WILL BE DETERMINED BY THE ENGINEER. A VERTICAL SAWCUT SHALL BE MADE THROUGH EXISTING DRIVEWAYS AND PAVEMENTS AT REMOVAL LIMITS, REMOVAL LIMITS WILL BE DETERMINED BY THE ENGINEER. 4 IN HMA PAVEMENT SHALL BE CONSTRUCTED WITH A 2 IN UPPER LAYER AND A 2 IN LOWER LAYER 112 IN NOMINAL SIZE AGGREGATE IS REQUIRED FOR BOTH LAYERS. BEARINGS SHOWN ON THE PLAN ARE REFERENCED TO THE EXISTING ROADWAY CENTERLINE AND ARE ASSUMED, AT BEAM GUARD LOCATIONS PAVE TO THE FACE OF THE BEAM GUARD AT A 15:1 RATIO TO THE EDGE OF THE PAVED SHOULDER, COUNTY:DUNN Pt.OT i!MF 2:33:5i Pt,! PI.Oi DATIi i.l �:50i2009 GENERAL NOTES PLOT !lY $f;;r! TAPER THE PAVEMENT UTILITY CONTACTS ST CROIX ELECTRIC CUUP 1925 RIDGEWAY STREET HAMM,OND. WI 54015 TELEPHONE: 715.796.7000 ATTENTION: BRIAN FERG Ef?AIL: BRIANFOSCECNET,NET DAIRYLAND POWER COOP PO BOX 817 3200 EAST AVENUE SOUTH LACROSSE. WI 54602 TELEPHONE: 608,787,1367 ATTENTION: KURT CHILDS E1lAIL; KDCDDAIRYNET.COM DUNK ENERGY COOP PO BOX 220' °5725 600TH STREET YEtJOMONIE, WI 54751 TELEPHONE: 715,232,6240 kTTENTION: JERRY BUSS EMAIL: JBUSSQDUNNENERGY,COM MAGELLAN MIDSTREAM PARTNERS i WTILTAMS CENTER TULSA, OK 74172 TELEPHONE: 9186574,7344 ATTENTION; DAVID MAINS, MD 27-2 EMAIL: bAVID.MAINSOMAGELLANLP,COM WEST WISCONSIN TELECO!A PO BOX ii5 DOWNSVII_L£. WI 54739 TELEPHONE: 715.231,0504 ATTENTION: TOM DAVEY EMAIL: TDAV£Y@WWT.NET XCEL ENERGY - 7RANSM.ISSION PQ Box e 1414 tYEST HAMILTull AVENUE EAU CLAIRE, WI 54702-0008 TELEPHONE: 71S,737.13O6 ATTENTION: PA41 TAYLOR EMAIL: PAMELA.L.7AYLOROXCELENERGY.COM FOR FIELD LOCATES CALL: 1.8004242.8511 www.DiggersHotline.com ** N07 A tlEMBER OF DIGGERS HOTLINE DESIGN CONTACT SEH INC. 421 FRENETTE DRIVE CHIPPENA FALLS, IYI 54729 TELEPHONE: DAN GUSTAFSON ATTENTION: 715.720.6200 EMAIL: DGUSTAFSONaSEHINC.COM WDNR CONTACT YlI DEPT, OF NATURAL RESOURCES 1300 iY CLAIREMONT AVENUE EAU CLAIRE, IYI 54701 TELEPHONE: NICK SCHAFF ATTENTION; 715.839.1609 EMAIL: NICHOLAS.SCHAFFOWISCONSIN,GOV Pt oT Scn!.t- N.A SHEET 2 wtsooricADDs sHEET 0 E 42 t'!t.E NASd[ n:\<,e\d\dun::c\109699\cor,\Gr:CTI-iPOl.ds,n lu 21.0' CLEAR ZONE ZONE BASE AGGREGATE DENSE 3/4 INCH (TYPl 21,0' CLEAR ZOt EXISTING 3" BITUMINOUS PAVEMENT EXISTING 2" CRUSHED BITUMINOUS SURFACE BASE COURSE EXISTING 4" CRUSHED AGGREGATE BASE COURSE EXISTING 9" GRANULAR SUBBASE COURSE EXISTING TYPICAL SECTION STA 8+60,00 TO STA 222+11.15 o.oz% o.oz% ' c-4" HMA PAVEt.1ENT TYPE E-I PULVERIZE AND RELAY EXISTING 3" BITUMINOUS PAVEMENT EXISTING 2" CRUSHED BITUMINOUS SURFACE BASE COURSE EXISTING 4" CRUSHED AGGREGATE BASE COURSE EXISTING 9" GRANULAR SUBBASE COURSE PROPOSED TYPICAL SECTION STA 8+60.00 TO STA 222+11,15 PROJECT N0:7882-00-70 E=1(. is NAMF; p:\<re\tl\ckumc:\109f 99\cad\T YDt�N;dP07 .dqn HWY: CTH P COUNTY:DUNN Pi.OT t'tN,(_. 2:33 :5;5 Yt.+. PL(77 I)ATl 11 i:i0 i'1.009 2i3O' CLEAR 0 EXISTING 30" - 35" CONCRETE CURB & GUTTER TYPE 0 - EXISTING 3" BITUMINOUS PAVEMENT EXISTING 2" CRUSHED BITUMINOUS SURFACE BASE COURSE EXISTING 4" CRUSHED AGGREGATE BASE COURSE EXISTING 9" GRANULAR SUBBASE COURSE EXISTING CURB & GUTTER TYPICAL SECTION STA 52+35 TO STA 54+12, LT STA 68+50 TO STA 70+00,RT STA 72+83 TO 75+18, RT STA 80+00 TO 82+50,LT STA 89+50 TO 92+40,RT STA 163+25 TO STA 164+75,RT STA 165+05 TO STA 165+45,RT STA 193+00 TO STA 197+OO,LT STA 210+50 TO STA 213+00, LT 20.0' CLEAR ZOVtE BASE AGGREGATE DENSE 3/4 INCR (TYP3 TYPICAL SECi-IONS E>1.01' t3Y 5[.H 20.0' CLEAR ZONE EXISTING 30" - 35" CONCRETE CURB & GUTTER TYPE 0 (SEE CURB & GUTTER DETAiLSk 4" HMA PAVEMENT TYPE E-1 PULVERIZE AND RELAY EXISTING 3" BITUMINOUS PAVEMENT (30'-32 W107H3 EXt5TEtdG 2" CRUSHED BITUMINOUS SURFACE BASE COURSE EY.ISTING 4' CRUSHED AGGREGATE BASE COURSE EXISTING 9' GRANULAR SUBBASE COURSE PROPOSED CURB & GUTTER TYPICAL 5EC'iION STA 52+35 TO STA 54+12. LT STA 68+50 TO STA 70+00,RT STA 72+83 TO 75+18, RT STA 80+00 TO 82+50,LT STA 89+50 TO 92+40,RT STA 163+25 TO STA 164+75, RT STA 165+05 TO STA 165+45, RT STA 193+00 TO STA 197+00,LT STA 2.10+50 TO STAT 213+00, LT r>LOT Nntar: SHEET 3 WISDOT/CADDS 5HEB7 42 flLIC P1AME U:\oc\d\donne\509b99\cad\TYUL'\�PO;.dgn t'LOt ntdt-. zss:n� ru rt.w :�n�c ==,,,u,,.=,_„ .,..,• •-� •---�� ---- filC NAM[. : i>:\ae\d\aixincV09699\ca<i\CI)t)tAVNI=0].ckin I'L.OT TIME. l.::i3:`i5 Phl PLOT DhTI. 17i.50�2009 PLO1 ISY SI�.H ,'Lw rvnmc �'�-�� >�,�� °�,� WI5DOT/CADDS 5HEF_T 42 I"Ili: tdAMF:(�:\ae\ci\dur:nc\109G99\cctU\CDOI;�NPOZ.ctgr� .,..., ......_ ... _....._ _. _. DATE 21DEC09 E S T I M A T E O F Q U A N T I T I E S LINE 7882-00-70 NUMBER ITEM ITEM DESCRIPTION UNIT TOTAL QUANTITY 0010 20490110 REMOVING ASPHALTIC SURFACE SY 112804000 11280.000 0020 205.9006.S GRADING SHAPING & FINISHING FOR BARRIER EACH 12,000 12.000 TERMINALS 0030 21140100 PREPARE FOUNDATION FOR ASPHALTIC PAVING LS 1.000 1.000 (PROJECT) Olt 7882-00-70 0040 21340100 FINISHING ROADWAY (PROJECT) 01. EACH 1.000 1.000 7882-00-70 0050 305.0110 BASE AGGREGATE DENSE 3/4-INCH TON 4,290.000 41290,000 0060 325.0100 PULVERIZE AND RELAY SY 76,740.000 76,740.000 3 0070 440m44l0*s INCENTIVE IRI RIDE DOL 161160.000 16,160,000 0080 455.0105 ASPHALTIC MATERIAL PG58-28 TON lt08Oe000 1,080,000 14\1 ( Air«} �� /"A cle)m4, 0090 45590605 TACK COAT GAL 119409000 11940.000 C sS-dH 0100 460.1101 HMA PAVEMENT TYPE E-1 TON 17,755.000 17,755.000 0110 460.2000 INCENTIVE DENSITY HMA PAVEMENT DOL 11,360.000 111360.000 0120 614.0370 STEEL PLATE BEAM GUARD ENERGY ABSORBING EACH 12.000 12.000 51 T 3570 TERMINAL 0130 61440400 ADJUSTING STEEL PLATE BEAM GUARD LF 2,030.000 21030.000 0140 61460920 SALVAGED RAIL LF 600,000 600.000 0150 614.0950 REPLACING GUARDRAIL POSTS AND BLOCKS EACH 35.000 35.000 0160 614.0951 REPLACING GUARDRAIL RAIL AND HARDWARE EACH 35.000 35.000 0170 619.1000 MOBILIZATION EACH 1.000 1.000 0180 624.0100 WATER MGAL 24.500 24.500 0190 634.0614 POSTS WOOD 4x6-INCH x 14-FT EACH 6.000 6.000 0200 637.0202 SIGNS REFLECTIVE TYPE II SF 31.080 31.080 0210 638.2602 REMOVING SIGNS TYPE II EACH 6.000 6.000 0220 638.3000 REMOVING SMALL SIGN SUPPORTS EACH 6.000 6.000 0230 642.5001 FIELD OFFICE TYPE B EACH 1.000 1.000 0240 643.0100 TRAFFIC CONTROL (PROJECT) Olt 7882-00-70 EACH 1.000 1.000 0250 646.0106 PAVEMENT MARKING EPOxY 4-INCH LF 83,465.000 83,465.000 PQI (ckf6 c/ 64ASS I)b st� poewl ThMfn' 0260 648.0100 LOCATING NO -PASSING ZONES MI 4.040 4.040 0270 649.0100 TEMPORARY PAVEMENT MARKING 4-INCH LF 40jl9Ot000 40,190.000 0280 650,8000 CONSTRUCTION STAKING RESURFACING LF 21,352.000 211352.000 REFERENCE 0290 650.9910 CONSTRUCTION STAKING SUPPLEMENTAL LS 1.000 1.000 CONTROL (PROJECT) O1. 7882-00-70 0300 690.0150 SAWING ASPHALT LF 265.000 265.000 0310 ASP.ITOG.l00N-THE-JOB TRAINING GRADUATE AT $10. HRS 300m000 300.000 00/HR REMOVING ASPHALTIC SURFACE 20440110 STATION LOCATION SY I CTH P 8+60 R 347 222+11.15 R 295 SIDEROAOS/INTERSECTIONS 45TH STREET LT 98 CTH X RT 123 450TH AVE RT 98 850TH AVE IT 98 CTH P RT 123 890TH AVE LT 98 ITEM TOTAL 1280 GRADING, SHAPING & FINISHING 205.9006.5 FOR BARRIER TERMINALS STATION LOCA7IQN EACH *EYCAVATION' *EXCAVATION `FERTILIZER COMMON BORROW 'TOPSOIL TYPE B CY CY SY CWT *SEEDING ASIX, NO. 20 *MULCH.ING LB SY CTP. P 21+93 - 22+43 LT & R7 2 4 39 115 0.09 4 143 24+27 - 24+77 LT & RT 2 4 39 115 0.09 4 143 170+12 170+62 RT i 2 19 57 0.05 2 71 170+22 170+75 LT 1 2 19 57 0.05 2 71 171+46 171+96 RT 2 19 57 0.05 2 71 171+50 172+08 LT 1 2 19 57 0.05 2 71 184+95 185+45 LT & RT 2 4 39 115 0.09 4 143 191-30 191+80 RT 1 2 19 57 0.05 2 71 191+36 191+86 LT 1 2 19 57 0.05 2 71 ITEM TOTALS 12 24 231 687 1 24 855 * FOR INFORMATION ONLY. PREPARE FOUNDATION FOR ASPHALTIC PAVING (PROJECT) 211,0100 STATION LOCATION LS CTH P 8+60 - 222+11.15 R ITEM TOTAL FINISHING ROADWAY (PROJECTI 213.0100 STA7iON LOCATION EACH CTH P 8+60 - 222+11.15 R ? ITEM TOTAL ? PROJECT N0:7882-00-70 �HWY:CTH P FIl. f: t�+AME U:\ar\dWir'�ncV 09649\cad\MODU\\i'Oi.U<Tn BASE AGGREGATE DENSE 305.0110 3�4-INCH STATION LOCATION TON CTH P 222+11.15 LT & RT 3684 SIDEROADS/INTERSECTIONS 45TH STREET LT 31 CTH X RT 36 450Tk AVE w µ� RT 40 850TN AVE LT 40 CT1i P RT 33 890TH AVE LT 53 DRIVEWAYS LT & RT 373 ITEM. TOTAL 4290 PULVERIZED aND RELAY 325.0100 STATION LOCATION SY CTH P 8r60 - 222+11.15 R 73545 SIOEROADS/INTERSECTIONS 45TH STREET LT 532 CTH X RT 561 450TH AVE RT 515 8507H AVE LT 558 CTH P RT 514 840TH AVE LT 515 ITEM TOTAL 76740 INCENTIVE IRI RIDE 440• STATION LOCATION DOL CTH P B+SO - 222+11.15 R IG160 ITEM TOTAL 16160 COUNTY° QUNN { MISCELLANEOUS QUANTITIES I't. 0"1 TtNE 2:3:5 :57 PA! PLOI QAT}' 1ii.S0 i'7.009 PLOT 13Y SfH Pt.07 Nn NE, ASPHALTIC MATERIAL PG 58-28 455,0105 STATION LOCATION TON CTH P 8+60 222+11.15 R 1031 SIDEROADS/INTERSECTIONS 45TH STREET LT 7 CTH_ X RT 7 4507H AVE RT 7 850TH AVE LT 7 CTH P RT 7 890TH AVE I' 7 DRIVEWAYS 52+86 LT i 68+69 RT t 82+35 L7 1 89+69 RT 1 92+1g RT 1 193+15 LT i 21i+00 LT I ITEM TOTAL 1080 TACK CUAT 455.060. STATION LOCATION GAL CTN P 6*60 222+i1.15 SIDEROADS/INTERSECTIONS R 1860 45TH STREET LT 12 CTH X RT 12 450TH AVE RT 12 850TH AVE LT 12 C7k P RT 12 890TH AVE LT 12 pRIVEWAY5 52+06 LT 1 68+69 RT I 82+35 LT 1 89+69 RT 2 92+I9 RT 1 193+75 LT 1 211+00 LT 1 ITEM TOTAL 1940 HASA PAVElIENT TYPE E-i Q60.1101 STATION LOCATION TON CTH P 8+60 222+11,15 R 17115 SIOEROAOS/INTERSECTIONS 45TH STREET LT 103 CTH X RT 108 450TH AVE RT 108 850TH AVE LT 108 CTH P RT 105 840TH AVE LT 108 DRIVEWAYS 52+86 LT 9 68+69 RT 15 82+35 LT 12 89+69 RT 18 92+19 RT 15 193+75 LT 115 211+00 LT 14 ITEM TOTAL 17755 PLO? SCALE Nrn SHEET � 1 G W ISDOT/CADDS SHEET 43•T,�L�4,•3_ STEEL PLATE BEAM GUARD 614.0370 61400400 61440950 614.D951 STEEL PLATE $EAM ADJUSTING REPLACING REPLACING GUARD ENERGY STEEL PLATE GUARDRAIL GUARDRAIL ABSORBING TERMINAL BEAM GUARD POSTS & BLOCKS RAIL & HARDWARE STATION LOCATION EACH LF EACH EACH CTH P 21+93 24+77 LT & RT 284 21+93 22+43 L7 & RT 2 24+27 - 24+77 LT & RT 2 170+12 Or 171+96 RT 184 170+12 170+62 RT i 170+22 172+08 LT 186 170+22 - 170+75 LT 1 171+46 - 171+96 RT 1 171+50 — 172+08 LT 1 184+95 — 191*80 RT 685 184+95 191+86 LT 691 184+95 — 185+45 L7 & RT 2 191+30 — 191+80 RT 1 191+36 - 191+86 LT 1 UNDISTRIBUTED 35 35 ITEM TOTALS SALVAGED RAIL 614.920 STATION LOCATION LF CTH P 21+93 — 22+43 LT & RT 100 24+27 - 24+77 LT & RT 100 170+12 — 170+62 RT 50 170+22 - 170+75 LT 50 171+46 — 171+96 RT 50 171+50 — 172+08 LT 50 184+95 185+45 LOT & RT 100 191+30 191*80 RT 50 191+36 191+86 LT 50 OrrOrt ITEM TOTALS 600 MOBILIZATION 619.1000 STATION LOCATION EACH CTH P 8+60 - 222+11415 R 1 ITEM TOTAL 1 WA7Eft 624.0100 STATION It "I LOCATION MEAL CTH P 8+60 - 222+I1.15 2.5 ITEM TOTAL 24.5 SIGNING ITEMS� 637.0202 634.0614 636.2602 638.3000 REMOVING SIGNS POSTS WOOD REMOVING SMALL SIGN SIZE REFLECTIVE 4X6-INCH SIGNS SIGN SIGN GROUP W X H TYPE II X 14-FT TYPE II SUPPORTS NUMBER SIGN CODE SIGN MESSAGE (INCHES) SF EACH EACH EACH REMARKS I-1 RI-1 STOP 30 x 30 5616 1 1 1 REPLACE EXISTING SIGN & POST 2-1 Ri-1 STOP 30 x 30 5,18 1 1 1 REPLACE EXISTING SIGN & POST 4-1 RI -I STOP 30 x 30 5,18 1 1 1 REPLACE EXISTING SIGN & POST 4-2 Rl-1 STOP 30 x 30 5118 1 1 1 REPLACE EXISTING SIGN & POST _6-1 RI-1 STOP 30 x 30 5.18 1 1 1 REPLACE EXISTING SIGN & POST 6-2 RI -I STOP 30 x 30 5,18 1 1 1 REPLACE EXISTING SIGN & POST ITEM TOTALS 31,08 6,00 6,00 6100 FIELD OFFICE TYPE B 642.5001 12 2030 35 35 STATION LOCATION EACH CTH P 8+60 - 222+11.15 $ 1 ITEM TOTAL 1 TRAFFIC CONTROL (PROJECT) 643.0200 STATION LOCATION EACH CTH P 8+60 - 222+11,15 R 1 ITEM TOTAL 1 PAVEMENT MARKING EPDXY 4-INCH 646.0106 REMARKS STATION LOCATION LF CTH P 8+60 - 222+11,15 1 840 YELLOW SKIPS __.._&+60.,- 222+.L1.,,i5._._..,_. g.._.._........,._39920 "DOUBLE "YELLOW 6+60 222+11,15 LOT RT 42705 WHITE EDGE LINE TEMPORARY PAVEMENT hiARKItJG 4-INCH 649.0100 REMARKS STATION LOCATION CTH P II+60 222+11,15 270 YELLOW SKIPS 8+60 222+11.15 39920 DOUBLE YELLOW T7EM TOTAL 40190 CONSTRUCTION STAKING RESURFACING REFERENCE 650.8000 STATION LOCATION LF CTH P 5+60 222+11,15 21352 ITEM TOTAL 21352 CONSTRUCTION STAKING SUPPLEMENTAL CONTROL 650,9910ps STATION LOCATION LS CTH P 8+60 222+11.15 R 1 ITEt,! TOTAL ITEM TOTAL 83465 SAWING ASPHAL LOCATING NO -PASSING ZONES 648.0100 STATION LOCATION MI CTH P 8+60 222*11.15 R 4,04 ITEM TOTAL 4.04 690.Oi50 STATION MOBILIZATION 619.1000 STATION LOCATION EACH CTH P 8+60 - 222+11415 R 1 ITEM TOTAL 1 WA7Eft 624.0100 STATION It "I LOCATION MEAL CTH P 8+60 - 222+I1.15 2.5 ITEM TOTAL 24.5 SIGNING ITEMS� 637.0202 634.0614 636.2602 638.3000 REMOVING SIGNS POSTS WOOD REMOVING SMALL SIGN SIZE REFLECTIVE 4X6-INCH SIGNS SIGN SIGN GROUP W X H TYPE II X 14-FT TYPE II SUPPORTS NUMBER SIGN CODE SIGN MESSAGE (INCHES) SF EACH EACH EACH REMARKS I-1 RI-1 STOP 30 x 30 5616 1 1 1 REPLACE EXISTING SIGN & POST 2-1 Ri-1 STOP 30 x 30 5,18 1 1 1 REPLACE EXISTING SIGN & POST 4-1 RI -I STOP 30 x 30 5,18 1 1 1 REPLACE EXISTING SIGN & POST 4-2 Rl-1 STOP 30 x 30 5118 1 1 1 REPLACE EXISTING SIGN & POST _6-1 RI-1 STOP 30 x 30 5.18 1 1 1 REPLACE EXISTING SIGN & POST 6-2 RI -I STOP 30 x 30 5,18 1 1 1 REPLACE EXISTING SIGN & POST ITEM TOTALS 31,08 6,00 6,00 6100 FIELD OFFICE TYPE B 642.5001 12 2030 35 35 STATION LOCATION EACH CTH P 8+60 - 222+11.15 $ 1 ITEM TOTAL 1 TRAFFIC CONTROL (PROJECT) 643.0200 STATION LOCATION EACH CTH P 8+60 - 222+11,15 R 1 ITEM TOTAL 1 PAVEMENT MARKING EPDXY 4-INCH 646.0106 REMARKS STATION LOCATION LF CTH P 8+60 - 222+11,15 1 840 YELLOW SKIPS __.._&+60.,- 222+.L1.,,i5._._..,_. g.._.._........,._39920 "DOUBLE "YELLOW 6+60 222+11,15 LOT RT 42705 WHITE EDGE LINE TEMPORARY PAVEMENT hiARKItJG 4-INCH 649.0100 REMARKS STATION LOCATION CTH P II+60 222+11,15 270 YELLOW SKIPS 8+60 222+11.15 39920 DOUBLE YELLOW T7EM TOTAL 40190 CONSTRUCTION STAKING RESURFACING REFERENCE 650.8000 STATION LOCATION LF CTH P 5+60 222+11,15 21352 ITEM TOTAL 21352 CONSTRUCTION STAKING SUPPLEMENTAL CONTROL 650,9910ps STATION LOCATION LS CTH P 8+60 222+11.15 R 1 ITEt,! TOTAL ITEM TOTAL 83465 SAWING ASPHAL LOCATING NO -PASSING ZONES 648.0100 STATION LOCATION MI CTH P 8+60 222*11.15 R 4,04 ITEM TOTAL 4.04 690.Oi50 STATION LOCATION LF CTH P B*60 R 26 222+11.15 @ 22 SIDEROAOS/INTERSECTIONS 45TH STREET LT 22 CT 1 X RT 22 450TH AVE R7 22 850TH AVE LT 22 CTH P R7 22 890TH AVE LT 22 DRIVEWAYS LT & RT 85 ITEM TOT AL 265 PROJECT N0:7882-00�70 HWY:CTH P COUNTY:DUNN MISCELLANEOUS QUANTITIES SHEET 9 4- f 0., (- NAME. P:\ac:\d\<kn vtC\109699\�:ad\fAODUNNP02.ticy� i"LUT IINF. 2:33:St3 PM P1,OT Uhifl 17i30 i2009 Pt_Oi f3Y SLbI Pi Of tJA N(: PLUI 5CA1.1[ NSA W 150OTfCAODS SHEET 43 NOTES: o ALL UTILITY LOCATIONS ARE APPROXIMATE & 1-d SAWCUT REO'D-- (AQ ARE FOR NFORMAiION ONLY• MATCH EXISTING z rw FIELD LOCATES WILL BE REOUIRED PRIOR / �n> TO CONSTRUCTION, DUNN ENERGY COOP STOP 1 T WEST WISCONSIN TELECOM + 4 o i -- - - - -- p o --- - p O pp --- � Q - - --- - =- 21100 8+00 N o000,401, w N o°4r 7 w I I z CTH P _ — U H ..._. Lo win BEGIN PROJECT STA $+60.00 e� STA 21+14.10 CLEVELAND ROAD > WEST WISCONSIN TELECOM MODIFIED TYPE C INTERSECTION �4 MATCH EXISTING MATCH EXISTING 0� SAWCUT REO'O M" 5 5 STEEL PLATE BEAM GUARD, ENERGY ABSORBING TERMINAL REO'D 'Z STA 21+93 TO STA 22+43,LT & RT STA 24+27 TO STA 24+77,LT & RT WEST WISCONSIN TELECOM DUNN ENERGY COOP �� — -- — O N N Q w N w CTH P _ z z_ -- _ ---- -- _ _-- --- V— ---- Lo ul 4_ WEST WISCONSIN TELECOM 0 oa SHEET 10 E PROJECT N0:7882-00-70 HWY*CTH P COUNTYDDUNN PLAN SCALEoFEET ° PLOT 7NG 2:34:D1 PM PLOT I)ATtf 11/30/2009 (SLOT BY : 5L11 P1.01 NAMIi PI-OT SCAI&I' N/A FILE NAMI:. ::>:\ae\d\dur�nC\109C>99\cod\PP)UNNP03,dgn WfSDaT/CADDS SHEET 44 i'il. t'_ IV/1Mt: f�:\Ut.\CI\UrJi I:II:\IU�u'J�\c:t rU \:':-t/llr\+v�-vr. .i: ��i ...... �....�. .. ... ...... ... ..... ..,.,._ ..._ __,.. .. -. .. ..._ ._ ___ NO OYES: ALL UTILITY LOCATIONS ARE APPROXIMATE & Z ARE FOR INFORMATION ONLY, FIELD LOCATES WILL BE REQUIRED PRIOR TO CONSTRUCTION. VJEST WISCONSIN TELECOM DUNN ENERGY COOP STA 80+00 TO STA 82+50 LT EXISTING CONCRETE CURB & GUTTER 30-INCH TYPE D (TO REMAIN) SEE PROPOSED TYPICAL SECTION FOR PAVING INFORMATION m w o _ o - - — -- un - N 0 MEN CTH P _ -�___ -------- --� _ - _ _-_ -� ----- - z W �- . ... ._.. _......� _.__ .-._ — —..—. J _J�...-.. ..... .... U U STA 68+50 TO STA 70+00 RT STA 72+83 TO STA 75+III RT — WEST WISCONSIN TELECOM EXISTING CONCRETE CURB & GLITTER 30-INCH TYPE 0 (TO REMAIN) EXISTING CONCRETE CURB & GUTTER 6-INCH SLOPED SEE PROPOSED TYPICAL SECTION FOR PAVING INFORMATION 36-INCH TYPE D (10 REMAIN) SEE PROPOSED TYPICAL SECTION FOR PAVING INFORMATION 5 5 XCEL ENERGY Z WEST WISCONSIN TELECOM DUNN ENERGY COOP co — — — — — N Elm co N -crH P __ _ _ La-- _--_ — a q N 1 STA 89+50 TO STA 92+40 RT EXISTING CONCRETE CURB & GUTTER 30-INCH TYPE D (TO REMAIN) SEE PROPOSED TYPICAL SECTION FOR PAVING INFORMATION WEST WISCONSIN TELECOM PROJECT N0: 7882-00-70 HWY: CTH P COiJNTY:QUNN PLAN SCALE, FEET ° oo SHEET PM PLOT ilATif : 11 i:40 i2003 PLOT 13Y SEH PLOT NAMF PLOT SCALL= NIA PII F. NAME_ n:\<te\n\r..;nnc\109C,99\cact\Pi>UL,�NP03,c)gn Pt.OT TipkuI 2:3LIUlr wISDOT/CApps SHEET 44 NOTES: ALL UTILITY LOCATIONS ARE APPROXIMATE & ARE FOR INFORMATION ONLY, L FIELD LOCATES WILL BE REOUIRED PRIOR TO CONSTRUCTION, WEST WISCONSIN TELECOM DUNN ENERGY COOP o+ -- - _ _ - _ o Q 6f�63y 68__—__-1fi# z CTH P r Z CJ O Q Q WEST WISCONSIN TELECOM 5 _ 5 0 �0� SAWCUT REO'D Z Qw MATCH EXISTING Hp OJ STOP 4_1 / 4 STA 113+46.07 FILLMORE ROAD DUNN ENERGY COOP WEST WISCONSIN TELECOM RI-1 # '` MODIFIED TYPE C INTERSECTION 309, X 30" I j MATCH EXISTING L _ __ Ii _ _ o *..... _ N / ._,. _. ,. .., .. _.. ..._.,._...I% __.....__ ........_....__,, .. rn v 0°09'24" W Ln uj z CTH P — — _ _ z U j 4-2 STOP RI-1 \ ` ! 30" X 30" STA 113+46.07 MEADOW DRIVE WEST WISCONSIN TELECOM wa ' MODIFIED TYPE C INTERSECTION Q MATCH EXISTING zo oa SAWCUT REO'D n MATCH EXISTING c.. PROJECT NO:7882-00-70 HWY:CTH P COUNTY*DUNN PLAN oFEET SHEET 13 E PILL: NAME. p:\ae\d\panne\109699\cad\PPUt1NUP04.Ugn PLO; TIME 2:34:05 PM I'i_Of DAIL 111.-10/?009 PLOT 13Y : SE.II PL01 NAML PLOT SCALF NIA WISDOT/CADDS SMk"kT AR NOTES; ALL UTILITY LOCATIONS ARE APPROXIMATE & z ARE FOR INFORMATION ONLY. FIELD LOCATES WILL BE REOUIREO PRIOR TO CONSTRUCTION. WEST WISCONSIN TELECOM DUNM1N ENERGY COOP + REM — ----- - F- w CTH P uj x a U 5 5 z WEST WISCONSIN TELECOM WEST 1YISCONSIN TELECOM, DUNN ENERGY COOP v W - .. N 'Q' Q Q ..__---- --- ---- ._.. _ N o°00'S2" tY LAJ _.. _ _.'AllN z w CTH P _ Z- - _.� - - _..- - .-..._. _.. -._. _ ._ - --_ .._. - - "_ _.-- - ...� �...-_......_...... a PROJECT NO: 7882-00-70 HWY: CTH P COUNTY: DUNN PLAN SCALE, FEET °:. " --=�-. SHEET 14 E �iL.L: NAMEP;\ce\q\cfur,�,c\i09649\cad\PPDU,I,VI>C75,<f<Jn Pl0? ilNf; 2:34:06 PIA P(.OT DAff_ :ii30i2009 PLAT BY SFII PLAT NAM[ PLO1 SCALE NiA WISDQT/CARDS SHEET 4,1 NOTES: STEEL PLATE BEAM GUARD, w ENERGY ABSORBING TERMINAL REO'D ALL UTILITY LOCATIONS ARE APPROXIMATE & zo - SAWCUT REOUIREO STA 170+12 TO STA 170+62, RT ARE FOR INFORMATION ONLY, >0 MATCH EXISTING STA 170+22 TO STA 170+75, LT z WEST WISCONSIN TELECOM $Tpp 6-1 Q STA 171+46 TO STA 171+96, RT FIELD LOCATES WILL BE REQUIRED PRIOR r� STA 171+50 TO STA 172+08, LT TO CONSTRUCTION. - __i RI-1 Ow 30" X 30" - DUNN ENERGY COOP STA 164+89,61 ELM ROAD MODIFIED TYPE C - INTERSECTION jj I o _ MATCH EXISTINGgn I _.._.� Ln Nj r'- - — — — — — B+Bti — — — — —tf 3630-=.. ;—t6i 165+00 w I N902544011W.III in z CTN_P CTH PP U Z — — STA 165+05 TO STA 165+4- -- U N EXISTING CONCRETE CURB & GUTTER 6-INCH SLOPED + + 36 INCH TYPE D (TO REMAIN) N SEE DETAILS FOR PAVING INFORMATION WEST WISCONSIN TELECOM I +I Lao 6-2 srop a Rl-1 STA 163+25 TO STA 164+75 I x 30" X 309, EXISTING CONCRETE CURB & GUTTER 6-INCH SLOPED 5 36-INCH TYPE D (TO REMAIN} SAWCUT REO'0 STA 164+89,61 CTH P SEE PROPOSED TYPICAL SECTION FOR PAVING INFORMATION MATCH EXISTING MODIFIED TYPE C INTERSECTION MATCH EXISTING STEEL PLATE BEAM GUARD, z ENERGY ABSORBING TERMINAL REO'D STA 184+95 TO STA 185+45, LT & RT WEST WISCONSIN TELECOM DUNN ENERGY COOP m w O p 4. ........... ... +' co w Nj 0°34'31' E H PP w Z WEST WISCONSIN TELECOM MAGELLAN MIDWEST PARTNERS PROJECT N0: 7882-00-70 HWY: CTH P/CTH PP COUNTY: DUNN PLAN SCALE, FEET ° �,, oo SHEET 15 E FILE NAML PLOT T11,4C: PM PLOT OAiF 11/30/P009 PLOT By SFN PLOT NAO' PI.UI SCAI_I: N/A vn50pT/CAODS SHEET 44 NOTES: STEEL PLATE BEAM GUARD, wz �DAIRYLAND POWER SUBSTATION ENERGY ABSORBING TERMINAL REO'D ALL UTILITY LOCATIONS ARE APPROXIMATE & STA 191+30 TO STA 191+80, RT ARE FOR INFORMATION ONLY. STA 191+36 TO STA 191+861 LT FIELD LOCATES WILL BE REQUIRED PRIOR _ TO CONSTRUCTION. DAIRYLAND POWER ST. CROIX ELECTRIC ---- STA 193+00 TO STA 197+00 LT EXISTING CONCRETE CURB & CUTTER 30-INCH TYPE D (TO REMAIN) SEE PROPOSED TYPICAL SECTION FOR PAVING INFORMATION 0 0 o _. d 00 lys+00 194+00 195+00 i96+00 19 i39 + _ W � _ z _CTH PIP LLJ z-------- ^----- — — _— — IN DUNN ENERGY COOP CL ST, CROIX ELECTRIC 5 5 WEST WISCONSIN TELECOM z - ST. CROIX ELECTRIC STA 210+50 TO STA 213+00 LT EXISTING CONCRETE CURB & GUTTER 30-INCH TYPE D (TO REMAIN) SEE PROPOSED TYPICAL SECTION FOR PAVING INFORMATION I + w o O + N N—..._.. _ — — _ — - - 211+00 2i2+00 2]3+00 F- W d N 6010120.. E - CTN PP - Z J d d DUNN ENERGY COOP STA CROIX ELECTRIC lllillillillpqm so 0o SHEET I� E PROJECT N0:7882-00-70 HWY:CTH P COUNTY: DUNN PLAN SCALE, FEET F>LTHE 2:3�:09 F>M f>[Oi DATF 11i30.2009 PLO[ 13Y SEII PLOT tdAA4g PLO SCnI_I' : td.A ol Pit' NANIF P:\oe\U\c'r.inrx;\]09699\ccd\PPDt}�;NPOI .tlgr} 5v t5DOT/CAODS SHEET 44 ("11. I'. tJAN.I. U:\ae:\d\cit:rxu:\109G99\cast\PPDUMVPOtl. ac�n Pl.Oi "I It„fi : 2:34:10 I'2.d PL Of OA�IC 17r30 r'1.009 PLOT ti'f ; Sha�t PLD( NAhSL: PLOT SC N. P. IdrA WISDOT/CADDS SMELT 44