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Home My WebLink About2001 8935-01-71.pdfSTATE PROJECT x 0 Cr u 2 Ln F-) 0-) 00 INDEX OF SHEETS Sheet No Sheet No Sheet NO. Sheet No - Sheet No - Sheet No. Sheet NO. Sheet No. Sheet Na. Sheet No. Sheet No, TOTAL SHEETS — PROJECT LOCATION Rite T)picol Sectims end DetcOs Estimate of O.Co"bes miscelleecOos O.OnhGes Right -or -Way Not Pie, end Profile StcrId.,d Detot Oloeings Sign Motes stl.ct.le PIC" C.mp.ter Earthwork Got- cmOs-sectioes DESIGN DESIGNATION A.D.T. (1997) = 230 A.D.T. (2019) = 625 D.N.V. = 80 D, (% OF kD.L) = 60% F, (% OF A.DJ.) = 6% V_ = 55 M.P.H. ESALS = 10600 CONVENTIONAL 9CNS COUNTY LINE COMBUSTIBLE FLUIDS (UNDER PRESSURE) CORPORATE: LIMITS z/zl//z2z//l�/l/z UNDERGROUND UTILITIES PROPERTY ORE GAS LOT LINE - - - -- - - ELECTRIC LIMITED HIGHWAY EASEMENT TELEPHONE EXISTING RIGHT OF WAY OVERHEAD ELECTRIC SERVICE PEDESTAL NEW RIGHT OF WAY REFERENCE LINE CABLE MARKER SLOPE WILERCEPT PO)&T:R POLE TELEPHONE POLE ORIGINAL GROUND MARCH OR ROCK PROFILE RAILROADS CULVERT IN PLACE MARSH WOODED AREA CULVERT REQUIRED CULVERT REQUIRED (Profile) FENCE: LINE STATRE 00 F MR)CON35H MMRENEMHIr� p":m Plprqil�� r, ISTATE PROJECT NUMRER 8935-01-71 E6�T ftwmqcDxm� LAYOUT I' = 2 Mi. SCALE TOTAL NET LENGTH OF CENTERLINE - 2,859 ML 8935-01-71 BEGIN PROJECT - ll" j+u' I J.v 1,385,700 ± 505,010 ± END PROJECT STA 150+93,0 X = 1,399,000 Y = 505,000 ± COORDINATES SHOWN ARE REFERENCED TO THE VCSCONSIN COORDINATE SYSTEM CENTRAL ZONE, FEDERAL PROJECT '0 PROJECT Coo, ACCEPTED FOR ST. CROIX COUNTY ORIGINAL PLANS PREPARED BY HUMPHREY ENGINEERING, INC. WOODVILLE, WISCONSIN OM1 STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION PREPARED By NF' RI Petro Sromxsor JLtVj ABPTIL Fr.IL CO. Eaanrm APPROVED FOR DISTRICT OFFICE toe-007TTI, DWO SALVAGE TOPSOIL, SEED" FERTILIZER & MULCH 36, Q II' EXISTING M!LL EXISTNG_ PAVEMENT __ , _ I I' _y 4'W.9�t 2 EXISTINGe TYR - 3" ASPHALTIC CONCRETE PAVEMENT - 8` CRUSHED AGGREGATE BASE COURSE ----12® SUBBASE (TYP,)---- EXAMMUSHMOR SALVAGE TOPSOIL. SEED, FERTILIZER & MULCH !'� �%'�i� E�>.FGR.Tf�� LOCATION CY �ROL-5��:= (TRUCK MFAS1iRE0) 39 CRtCPYF?F�.ATE SASE' C�RCF $HRMKAj LOCATIOF! 8-INCH 0, STA. 0+73 TO 150+93.0 1900 STA. 0+73 TO 150+93.0 8800 COMMQY-EXCAVATyON RFBTCR UOR CUT FILL SORROW LDCATION C.Y: O.Y, SALVAGE FERTILIZER SEEDING SSA. 0+73 TO 150+93.0 9050 13000 7850 TOPSOIL TYPE,9 •20 MULCH LQCA-np—N lL- Qom!. L91 $„Y, STA, 0+73 TO 150+93.0 61000 38 82 61000 EA4EM£NT' MARKING. ftOT PAINT 4' YELLOW 4' DOUBLE 4" SINGLE 4" WHITE SKIP DASH YELLOW YELLOW EDGELINE LQCATIQN LE L.E. L.E. L F STA 0+73 TO 10+00 300 700 2D00 STA. 10+00 TO 35+00 1000 300 12DO 5000 STA 35+GQ TO 59+00 2400 4800 STA 59+00 TO 72+00 1300 2600 STA 72+00 TO 106+00 600 400 2500 6800 STA. 106+00 TO 133+00 1000 1700 5400 STA 133+00 TO 155+00 m SQQ 140Q AAQR TOTALS 1325 8800 3000 31000 A�HA1 tyc f4H.f TEE �A—TY� =� ASPHALTIC ASPHALTIC PAVEMENT MATERIAL ATIQN ,' ows TONS STA 0+73 TO 150+93.0 71DO 450 3' CRUSHED AGGREGATE. BASE COURSE (SHOULDERS) P,RANL! 0.R vm paFw COUIPEce. 92-PNCH STA.. 0+73 f QCATION TO 150+93.0 Cam 18500 ��4j{GgXYSjiNO PAYFM�NT ! QCATION. L,F STA. 0+73 35 STA, 150+93 22 57 ERQ,''z(ON tOCATtON CmsmCt T FFNCgO L�F nre RT PtPE EXISTING PIPE CtaSS rt1 PIPE EXTENSIONS APRONS LQGARQN IAM fN _ -E- NEEDED STA, 0+72 L.T. & TEL 30 STA. 15+53 LT. & RT, 30 STA. 0+72 24 _- 2 STA.. 15+61 LT. & RT, 30 STA 15+53 30 -- 2 STA, 16+17 LT. & RT. 30 STA. 15+61 30 -- 2 STA 24+25 LT. & RT. 30 STA, 16+17 30 4 LT. & 5 RT. 2 STA. 51+97 LT, & RT. 30 STA. 24+25 30 -- 2 STA. 61+50 LT. & RT. 30 STA. 51+97 24 2 STA. 131+25 LT. & FIT. 30 STA 61+50 46 ARCH 4 LT. 0 STA, 132+25 LT. & RT. 30 STA 131+25 16 -- 2 STA. 138+61 LT. & RT. 3Q SPA, 132+25 36 -- 2 STA 138+61 18 _- 2 TOTAL 300 L'SILVERIZE AND RTT.AY FXIsnwG RA`�' a!R� LQCATIOr! $ Y STA, 0+73 TO 150+93.0 37000 JRAEE&s.QNmQL LQC&iLQN STA. 0+73 TO 150+93.0 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 PRO.ECT AREA WHICH ARE NOT SHOWN ON THE PLAN, BEARINGS SHOWN ON THE PLANS ARE ASSUMED BEARINGS. SILT FENCE (FOR SILTYSOILS) 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 8E9-4 APRON ENDWALLS FOR CULVERT PIPE. BF1-11 SILT FENCE 15CS-9a PAVEMENT MARKING (MAINLINE) ROAD CLOSURES 15C8-96 PAVEMENT MARKING (MTERSECNONS) ISC12-2 TRAFFIC CONTROL FOR LANE CLOSURE (SUITABLE FOR MOVING OPERATIONS) DIGGERS HOTLINE TELE. 1-800-242-8511 GTE NORTH 20 SOUTH WLSON RICE LAKE, W 54868 TEL (715)-234-5528 GARY SCHIEFFER NORTHERN STATES POWER CO. AMERY, WI 54001 TEL 1-715-268-3258 WAYNE HANSON ST, CROIX COUNTY HIGHWAY DEPARTMENT P.Q. BOX ICE 1150 DAMS STREET HAMMOND, W9 54015 TEL (715)-XXX DANIEL J. FEDDERLY, HWY. COMMISSIONER cDNsmuenaa STAKING y STA. 0+73 TO 150+93.0 1 rm ma I NOTE:STA.0+73 BEGIN CONSTRUCTION SAW CUT (8Y OTHERS) M C T "Y ATTCHUEX'ISHNG PAVEMENT MATC_- T,,0(2j END APRONS REWIRED STA 7a CC 74' �p 3.30 STA 5.90 STA. 1+80 PC DT, STA 0.72 rmsTt C 24* cw (S - 4+00 m- 7.00 stoo �9.w1o+m 11+4 EFLC-- ,ND CRUSHED AG6REGATCSHOULDERING I 8935-01-71 mATLRiAL T ALL_AGGREGATE - -EHTRA-N(Lcs-L0-M-Alc-HJ ALIGNUENT OF CENTERLINE C.T K -H- FROU S 7 ti 46 TO 240TH STREET N STA - 24.9&55 APROa REOmPOD 4w - W CX's Stk 15.61 STA 13+75 STA. t5.53 CXOTVC W CUP STA, 24t15 STA. 25.90 FE XOD, E'sruc 3T CVp 6' Raw rc Acal 49, - 30' Ow FE Acc- 5' POW .. 00 1 12.00 13.00 , 114.00 m±� 19.00 16400 174M 19.00 �00 21.00 .00 22+00 73+00 21 27+00 28+00 -1 r STA, 6+05 STA 16+17 PE 0B- V& 15-03 ErsrNc 3or CW I STA - 18.24.37 six 22-M 'T, . 749915 ED ApRo"s I . =,31% FE Aoc. 0,07,09% ENO PIPE Vw ac", C-INRp, C-=&(:��t� r-:E\7'ck4 NET LENGTH OF CENTERLINE STA. 00+73 TO STA. 30+00 = 2927.0 LIN.FT. STA. 24+25 EMSTNG ST 0,P TWO(2) END X'REINS RCOJ6RED m NOTE. RIGHT-OF-WAY SHOWN ACCORDING TO 46 +c)c EXISTING PLAN DRAWING 'c CfAae VTC-kA -To Qwm�l R�-k� SQk&� PI STA - 40+10m 110(2) END REWIRED, 016'54R 9,° f= M,o W/ "a ORDS STA. 60+00 SKEW FE AGQ syk 34+15 EC6. ROW 00 FE A= V ROW -4 - - - *00 --Ji ®1 L .10 41+00 47+00 4�400 "400 45400 46+00 37+00 ST& 54+�.21 SIK W+40 )o 33+W -- - - sik 51 97 FE Acr- MTW. 2+ O.W39% STA. 46+20 F1 STA 46+7&" c CUP sTA, 38+75 ST& 31+W FE A.M.I 045631. 35+7k23 PC Am FE P-GQ p, STA • 31+4Z= 073'10% Plt ROAD Ot I EE4T25% NET LENGTH OF CENTERLINE STA. 30+00 TO STA. 60+00 3000.0 LIN.FT. R"o W LEFT SKEW DD 4 I+00 '".Do 47 -Co 7' +00 4' + L 40+ 0 �37.00 3"M Iso -,Is k, S Co L-T -10+Cn L7, '\ - S 5AEvAcr AM FZLACE [12STWC Appo"S STA 74+35 ST& &34� 40, - W ARCH OWP RE AM PC Aa -PIPE EXTER5a4 KOLMICa- 4 EMT LEFT E9.00 90+ 50.00 1+00 ff2.00 �00 54.00 85+00 M.00 00 �"+co 73400 74+Do 75400 + 0 77+03 +00 -70& 72*00 64+00 67+00 1 " Do 69+00 0 40 ---S- 0---a- 0-- - G-Ct a B-- P, W+74.37 RE �a STA 67+!�D Enspus 457 ARCH Ow STA -1 cc:D + c�c -1 c, 23D LIF P, STA. 65.0481 CAUTION N OTII DO NURNEXISTNG SECTION COP"ERS NET LENGTH OF CENTERLINE STA. 60+00 TO STA. 90+00 3000.0 LIN.FT. si TS AGGREGATE S 0 E ING j93 5 - 01 - 71 NOTE- BLEND CRUSHED AGGRE AR HZUL5-RING 0' BLEND T: F LL NOTE: AT All AGGREGATE ENTRANCES TO MATCH ETA, qs-75 FE AGG- . I - N 91+im --� I R STA — 94.6501 , . O'OV22R I--- — ---, STA. 96-80 PC AG ALIGNMENT OF CENTERLINT, C.B.H. 'tj' FROM S.T.H. 46 70 240TH STREET lo' SAM TUBER ON= 37, atm WOTN MR, M ,E, REMOVE PAVEMENT CONSTRUCTED W 1979 PAVE MR Oco: STA. Y11+95 S-TPA kc�*C)o -Tc.B V2-k + e3c� k-T, STA. IM-05 w,,, R,, - mOcmT - 21E FE Ac� StL-T Fekic-e GarD t-,F, ON RON SOCS OF RRCCE -0-- o cy=� o---f3 -+CK Q- 17 00 118+00 119+00 m STA, 463 00STINC lo,U;=BE, ETA. 110+00 BE A= --- --/-- "-9- 0--a 94 U-0-8- ca..--o STA. 115+30 ABANDONED RA"M CL STA, 117.85 BE AM Fl STA - 1+la99 I - O-VO4V03% Ajfrc-;P, c srF4,, w, c-)o-Tc, N STA - 106+34-12 s - MI'SO'L StL.:r ��iA4L�e Q7acixi,?,et�-= NET LENGTH OF CENTERLINE STA. 90+00 TO STA. 120+00 = 3000,0 LIN.FT. nmulLIt2IIIIIIIIII 121*00 0 122+00 123+00 124+00 125+00 726+00 i*+oo 17si0 STA. 177+00 FE A= R STA - 120+17.40 1 - =19% - fl- — � I — I q— — — �- — — STA:131+25 STA, 132+'25 STA. vm+35 STA 129420 IDOSTM lir CUP onrw 3v OUR RE A= PE Aix.TWO(2) END APRONS REOXREB MEEN Do is RRM T90(Y2) END APRONS RECUIRED STA 138+61 Dasmc is' CUP Pt STA ® 136+nM I - Qvs*m NET LENGTH OF CENTERLINE STA. 120+00 TO STA. 150+00 = 3000.0 LINST. ��cAut,ON NOTE: DO NOT DISTURB EXISTING SECTION COB NET LENGTH OF CENTERLINE STA, 150+00 TO STA, 155+00 = 500.0 LIN,FT NOTE: STA. 150+93 END CONSTRUCTION SAW CUT (BY OTHERS) MATCH EXISTING PAVEMENT NOTE- RIGHT—OF—WAY SHOWN ACCORDING TO EXISTING PLAN DRAWING STA ®. 149+2437 SPA P46+SS FE AO- m � MONUMENT FOUND STk 0f0O � � T- � u C{ CTH ^H^ 1" �P FOUND / r�, Ar /A, )/ MONUMENT FOUND STA' 5lfg2 111 |P FOUND n" IN TOWN RO:AD � � PK FOUND STA, }5+87 60 u NAIL SE` 60D NAIL SET 8 ,. HPK SET PK SET CL CTH ^H, 33 MONUMENT FOUND STk 1J1f64 60D NAIL SET y ( +SET TH `H' 03 KOD NAILTOWN ROAD