The URL can be used to link to this page

Home My WebLink About1999 8946-06-70 .pdf0 x 0 Q0 0 1 (D Uf- (T) 00 " IHCEX OF SHEETS 24 (-.V, — Sheet N. Title sh"t Na. T)picd Sections and Dotaitw Sheet Np' Esfu .He of Qucntities `_;heel Na.Mlece?leneoh; OuVnfit:es Sheet No. Right -of -Way Plot Sheet No. PI" end PmGlt Shoat No. Stc,,de,d DetcU D,c,e;h95 Sheet No. 519' FD.t" Sheet N. S"ct.'e meh, Sheet Na, CP,,p.H,, Ecrthwo,k octo Sheet No, Crass -Sections TOTAL SHEETS = PROJECT LOCATION DESIGN DESIGNATION A,D.L (1997) = 560 A.D.T. (2019) = 1450 D.H.V, = 175 D. OF A.D.T.) = 607 T OF A.DJ) = 67 V. = 55 MRI-L ESALS = 1951GO CONVENTIONAL SIGNS COUNTY LINE CORPORATE LIMITS ZZZ4-lzzlzzzly PROPERTY LINE LOT LINE UMICD HIGHWAY EASEMENT EXISTING RIGHT OF WAY NEW RIGHT OF WAY REFERENCE LINE SLOPE INTERCEPT ORIGINAL GROUND MARSH OR BOOK PROFILE - --- -- CULVERT IN PLACE CULVERT REQUIRED CULVERT REQUIRED (P,.fL,) 0 COMBUSTIBLE FLUIDS (UNDER PRESSURE) UNDERGROUND UTILITIES GAS ELECTRIC TELEPHONE OVERHEAD ELECTRIC SERVCE PEDESTAL CABLE MARKER POWER POLE TELEPHONE POLE RAILROADS MARSH WOODED AREA FENCE LINE T (,-r— QIF WM) CDON89[m 10 EE IPA R, 7 N IE N T 0 HFF T R A HO ? PD onjrAygoN STATE HIGHWAY REHA01UTATION- MAINTENANCE PROJECT a- —1I or 1 M. Im C,T,H, "E" STATF PROJECT NuHRER----j 70 L81 4��6 �- ---malcaxw� LAYOUT 2 MI SCALE TOTAL NET LENGTH CF CENTERLINE = 4.946 MI, STATE PROJECT 8946-06-70 FEDERAL PROJECT - f , 'R 0 JECT- CONTRACT r 2 21999 f sr, 11 , nCPT BEGIN PROJECT ACCEPTED FOR STA 0+65.bb-- MST. CRI COUNTY X = 1,343,750 Y = 449,300 END PROJECT 4 LLJ STA 61F14.26- 10 IPLLE e-"' X = 1,370,000 0 Y = 448,250 ± R I N A - COORDINATES SHOV,% ARE REFERENCED TO THE WISCONSIN COORDINATE SYSTEM CENTRAL ZONE, STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION PREPARED BY Co C— DSIFPCT OFFICE OAS( Ls"t... 4-C MILL EXISTING PAVEMENT a2y. T k� 3` ASPHALTIC CONCRETE PAVEMENT EXISTING PAVEMENT, PULVERIZE AND RELAY TO A MIN. DEPTH OF 4' OR FULL DEPTH OF EXISTING PAVEMENT Vf.7 �'�CRUSHED ACCREGATE BASE COURSE SHOULDER C.T.H. NEn TYPICAL FINISHED SECTION CRtf4t O AC.IX,ifGA'fEneAy. COLsRSF' (aeptt(1}ER EJ It Rt_ZF ND RFC tAT EXI�MSS.iA� &' ' (TR CK M�ASURFO u1$ SHRRdKA LO LDLIN. �s y STA. 0+65 TO STA. 261+14.26 2350 STA. 0+65 TO STA. 261+14,26 63800 STA. 0+65 TO STA. 16+00 STA, I6+00 TO STA.. 46+00 STA, 46+00 TO STA. 70+00 STA, 70+00 TO STA, 90+00 STA 90+00 TO STA, 131+00 STA. 131+00 TO STA. 227+00 STA. 237+00 TO STA, 261+14.26 TOTALS 4' YELLOW 4' DOUBLE 4` SINGLE 4` WHITE SKIP DASH YELLOW YELLOW EDGELINE L.E. L.E. LE, L—F 12DO 400 32DO 500 400 2100 6000 2400 4800 6DO 1400 4000 1500 500 2100 8200 7600 2000 19200 2600 13800 91DO 52400 LQOAn Ll STA, 0+65 TO STA. 261+14.26 1 ASafALnZSQY0EM-EA)VolENT—jYP.L UV ASPHALTIC ASPHA1PC PAVEMENT MATERIAL LQCAnM IQ-Na TONS STA. 0+65 TO STA. 261+14.26 12550 775 TRAFFIC CONTRA, LOCAHON L.S. STA. 0+65 TO STA. 261+14.26 1 'E PROJECT NUMBER 8946-06._70 C.T.H. - L' TYPICAL SECTION AND NOTES GENERAL NOTES WHEN THE OUANITY OF THE ITEM OF SURFACE COURSE IS MEASURED BY THE TON OR C.Y., THE DEPTH OR THICKNESS OF THE COURSE SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL THICKNESS WILL DEPEND ON THE DISTRIBUTION OF THE MATERIAL AS DIRECTED BY THE ENGINEER. EXACT LOCATIONS OF PRIVATE AND FIELD ENTRANCES ARE TO BE DETERMINED BY THE ENGINEER, THE LOCATIONS OF EXISTING AND PROPOSED UTILITY INSTALLATIONS SHOWN ON THE PLANS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY INSTALLATIONS WITHIN THE PROJECT AREA WHICH ARE NOT SHOWN ON THE PLAN. BEARINGS SHOWN CN THE PLANS ARE ASSUMED BEARINGS SILT FENCE (FOR SILTY SOILS)IS TO BE PLACED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER AND IN PLACE PRIOR TO STRUCTURE REMOVAL, CONTRACTOR SHALL COORDINATE ALL ACTIVITIES WITH THE COUNTY HIGHWAY DEPARTMENT ISCS-7a PAVEMENT MARKING (MAINLINE) ROAD CLOSURES ISC8-7b PAVEMENT MARKING (INTERSECTIONS) 4 �4 DIGGERS HOTLINE TELL. I-BOO-242-8511 GTE NORTH 20 SOUTH WILSON RICE LAKE, WA 54868 TEL (715)-234-5528 GARY SCHIEFFER NORTHERN STATES POWER CO. AMERY, WI 54001 TELL 1-715-268-3258 WAYNE HANSON. ST. CROIX COUNTY HIGHWAY DEPARTMENT P.O. Box 108 1150 DAVIS STREET HAMMOND, AT 54015 TEL. (715)-XXX DANIEL J. FEDDERLY, HWY, COMMISSIONER G7 NO. ,A7( T3 -Zl�l IV MONUMENT FOUND 3TA, O+O0 §UD NAIL SET RRSPIKE FOUND ST&. 78+Q7 60D NAIL SET oo7u 80Q NAIL S[T \ GOD NAIL FOUND � � � 1" |P FOUND -' CL CTH ,E^ NO MONUMENT FOUND(BEEP) 3TA, 2G+31 s, ��J CL CTH E, MONUMENT FOUND STA. 105+31 60D NAIL SET / / 00D NAIL SET MONUMENT FOUND STk 2O9+D5 ° |P FOUND CL CTH —'' '[^ TN, ROAD I" IP FOUND PK FOUND STA. 52+52 TN. ROAD MONUMENT FOUND 3T& 1J1+0J r/pFOUND '^ ip rouwn MONUMENT FOUND SlX 155+J§ ° T � IP FOUND N. ROAD oi )- !P FOUND MONUMENT FOUND STA. 235+38 CLCTH *E^ MONUMENT FOUND STA. 251+59.8 � ^ � + o ]g' CL CTH ^ E^ " l~ |P FOUND | � 1~ |P FOUND -- STATE PROXECT NUMEIER SHEET no, NOTE A BLEND CRUSHED AGGREGATE SHO"UT6TRING NOTE : MATERIAL AT 8946-06-70 AGGREGATE ENTRANCES TO -MATCH. AUC [W (Y CENTERLINE FLOYD RCP,£ty C.T.N. -E- MCM S.T.H. 65 TO CT11. -r fTDTE---STA, 0+65 BEGIN =CONSTRUCTION SAW CUT (BY OTHERS) MATCH EXISTING PAVEMENT STA. 9.66,6 STA, "95 EXJSTIt 2V MO' S rxSs.mSTA 0+77.7 EXJSTIrG SW.36' PIPE ARCM STX 16.$6 55,V rx. AM STA. Soo, 7. �00 �co Fc AM TSaW-/0�w ------ 17.00 184M 12� 1�4m 22. ROW 26.w 274LXL�n.'bo 3.m 4+00 m 7 LCO I �Co �/ �104 00 1 �+00� 00 MECMC VTkm Fr, Arr. MAMAMT 14$� NET LENGTH OF CENTERLINE STA. TO STA. 30+00 = 2935.0 LIN.FT, KARCORET K$. NOTE: E. RIGHT-OF-WAY S[OWNACCORDING CCORING=To EXISTING PLAN DRAWN G MpSlSdt =S- RCRERT PETERS Aa STA 454m, %or TR. ROAD STA, 56+47 rx, Am SIA. 52+510 43,cr 24. OiP SIX. Pr_ 59+24.1 AM 33400 34+00 +01, 10 4140O �112+� ll� "*�004/-Cl� �411+M �47+1*118�+11042+00 4.w 55400 5644M —40+— ROW 91T. STA. 31+11.2 STK AS+00 TK FJW ST& 57461�4 VJF AM STA M+45 pf- AM rc Arc STIWI 24- CW KIRIIARV Kfi� KOCELSM wm NET LENGTH OF CENTERLINE STA. 30+00 TO STA. 60+00 = 3000,0 LINYT. 410' 8 +1 6-1400 IQ UfcTPc UTXI� A PCITERT PCTERS Mt]SC8 nlA STA Yfa573 EXISTM W�� CD� RM FL SrEv n 0M ST& ".g STA. 81+469 ST& @M5 OLEAR %ODTH 213Z Acm, Fr- ".03 69+w 70. M 71.00 72+w/ 3-00 �1300 7410 _76+0 77. M a STA. 72+10.8 rr� Aul EtXc� UT,Ty SIA 73.74 SIX. 7U65 EXISTIW� Z9".19, PIPE ARVI CXISTIK 65'.O- PIPE ARC. HICKELSON RMS, CN. FERN CAUTION NOTE:. DO NOT DISIURR ;EXISTING NET LENGTH OF CENTERLINE STA, 60+00 TO STA. 90+00 -- 3000,0 LIN.FT, SEC —bTE STATE PROXCT NUMBER SkEE7 NO. xXn rcUcK OT NOTE: 6L EN D C D AGGREGATE SHOULDERING D CRUSHED EM:A=TE�RIAL 8946-06-70 T AT ALL. AGGREGATE ENTRANCES WY PARRETT TO MATCH CORA AUGMCNT OF CENTERLINE ML C. I -E- FRU" S-7 IT 65 TO CLK "T- ---- TN ROAD ----- B0T+Xq 2w 95.C, mo, ctc� ln—fOtrW SPA Pal, um STA, 12-11 107.01 EXITTIN(I 24- CW + --logoo --'To-oo STA 274 STA".,aj JE. AGG, 112.00 111.00 194.0, PESIT. STA- STA, 1' .PE N5.c' AcG P-c x1r, IUNo' at TK RakD STA, 109.52A P,C AM STA. I"+sls Pf- Aca !ETA, 116-M CORA FERN STA, 119+75a 9 'WARD ITATIMS ( PZ AM NET LENGTH OF CENTERLINE STA. 90+00 TO STA. 120+00 = 3000.0 LIN.FT. HOVARD KEATINO C FTATING Er,, NOTE. RIGHT-OF-WAY - SHOWN ACCORDING To E(TSnNGPLAN DRAW14G MENNAR W= VILLIM LAnRT STA, 123+=4 STA. 177-a" rr Am P.C. A&CL STA 14%00 AGG. 12140) 172+00 12-14'60"- 124+00 t25+oo 126+00 1274W _�29+03 136.W 131+00 132 "ITO 14/+w 1-45+w 10+00 147+00 14&+00 142+00 V50+00 �ry STA, 122+74.0 STA, 127+65 SCR.STK 130+7LI 12S+79-5 RID, cKm STA. 134*21 oxcmc olury Pi.111% EMS71MG 5VAA' PIPE AVXH m pal DaSTING 47�Z� PIK IRCH CATM MY, i GEcR'z RIM NET LENGTH OF CENTERLINE STA. 120+00 TO STA. 150+00 = 3000.0 LINYT. %IILLW LANDRY VILT-tAm tAm= TK RW STA mar SO.0 ITT& 169�CL6 rJL AM + 7m a' z� 7.00 1581 161+03 lw� 1�w 1"+00 jiM'm m. f—l".00 1694a) 1774m 17 m CF4.M I�w ln.m 1774m t�m Inla) IW+W twlio-- - STA. 151.25 F� AGO. SIX lm.� STA 00+605 s7k 175107,8 EXISTING 241 CAR [x9sTMC W.W OCK PL. AM TK ROMD S<v w X� MAR VIDT" GEORGE mi �Y`F� EARL. YXBARE ._ NOTE DO NOT DISTURB NET LENGTH OF CENTERLINE STA. 150+00 TO STA, 180+00 3000-0 LIN.FT, CAUTION EMSTING SECTION CORNERS STATE PROJECT NUMPER SPEET PILT NOTE: BLCND CRUSHED AGGREGATE SH6ULDEF�-GN L' NMTEfRLlAQ AT ALL AGGREGATE ENTRANCES _12_1_ ATCJ 8946-06-- 70 AUCTW[PIT OF CENTERUNT C-T.H. -C' FROU SPIT. 65 To C.jj, �T' LLOYD CLE� k�m SCAUE I' UATOMCC 1WtS(M ADS N P�D ED" ST& 199.7C4 no, STA, 209.05 STA. 1".612 SIX, 1155474.2 Ft AM px, AM AU1 2M.Co L IM-00 1 So. 00 IV+W 1 00 81400 M400 191.4M 192400 V93403 M-M 117t w I DO Inteo" �00 M+00 202.00 �.w �.w �00 ----- I --- -- ------------- --- ------------------------------------ �2tOF— L*0c,NDROJNO CLEQ MCI= UTXM STA, 1s5+64.0 Yr. AM TK ROAD ALTIDED OT33WCUL HM1RTRARMTT STA. 201.23 NET LENGTH OF CENTERLINE STA. 180+00 TO STA. 210+00 = 3000.0 LIN.FT. MARY NAMETT EMSTM Z4cn - )TF- RIGHT-OF-WAY y �D 10 N T HT 'T 0 C ACCORDING TO N GO 0 WN OW 0 PLAN 0 W Sfil=LA= KRBCRT TURIIER NOSE PLAN DRAWWNG W-RDMT TJFMER o SADIE ITATDG STA, 223414.9 n(f STA. 212+547 FL AM no, rX, A&G, F--1 —1211+00 212+00 -24AW M44TO0 ZMA00- 217+00 215400 219+00 220+00 221+00 2224,00 MZO& E, zest 226+00 +00 22WO MM+00 2304M 2THM 23: :1 2M: 1 n-10 00 =+00 ELECMIC MUTT STA. 224+71 , 7 is PC hm STA, 226+62 q STA, 232.17 4 C)LISTING 24' CW FL AM KRKRT TURT" rMD KACKE RAMM w tcum TuR" NARRETT NET LENGTH OF CENTERLINE STA. 210+00 TO STA. 240+00 = 3000.0 LIN.FT. SADIE KEATM EOP - 2614K26 ST& 247.16,1 DaOr + Pr- AM I CAS ��,40 no, no, 4------- -- 7S7.00 w 244HOO 24 -00 �04M 251. 2w+CO 2534M 256+ OOLZ�=+M� �+w ILL IZ3KD 42+00 3LM 244+00 ELECITDC VOLITY STA. 245.70.3 PJE- AGG- Ft. ACG NOTE: =STA2,61+14,1)6 END CONSTRUCTION CUT (By T S SAW CUT (BY OTHERS) IT CXISjI G kiE _ , �'M NOTE: EXISTING PAYMENT RIK 24206.9 rSA W M M ATC PA SADIE KEMt� WEX OTE DO NOT DISTURB ISTING SECTION CORNERS NET LENGTH OF CENTERLINE STA, 240+00 TO STA. 2611-59 26 2159.26 LIN,FT.