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Home My WebLink About2007 7919-05-74.pdf_— _ — __— -_-------- FEDERAL PROJECT I! INDEX OF SHEETS STATE OF WISCONSIN STATE PROJECT -- PROJECT CONTRACT SHEET N0. SHEET NO. 1 2 TITLE STANDARD ABBREVIATIONS AND DETAILS 7919-05-74 — — SHEET N. SHEET NO. 3 3 ESTIMATES OF QUANTITIES MISCELLANEOUS QUANTITIES, TYPICAL SECTION DEPARTMENT O E T. R A N S P O R T A T I O N I � SHEET NO. RIGHT-OF-WAY PLAT -_ �U ❑ SHEET NO. SHEET NO, 4-6 PLANVIEW STANDARD DETAIL DRAWINGS PLAN OF PROPOSED IMPROVEMENT L F SHEET NO. SHEET NO. SIGN PLATES STRUCTURE PLANS n � SHEET NO. SHEET N0, COMPUTER EARTHWORKS DATA CROSS SECTIONS 1.94 ® H MM ND RD. I 0 TOTAL SHEETS = DESIGN DESIGNATION A.D.T. 2004 = 4750 A.D.T. 2024 = 7500 D.H.V. 2024 = 910 D. = 50/50 T.(7. OF A.D.T.) = 12% V. = 55 MPH ESAL. 27 mil. IN BEGIN PROJECT STA.0+00 N = 330561.411 E = 596184.073 n I zC 01NVt N TIONAL SIGNS COMBUSTIBLE FLUIDS CAUTION COUNTY LINE (UNDER PRESSURE) CORPORATE LIMITS UNDER GROUND UTILITIES GAS G PROPERTY LINE ELECTRIC E LOT LINE — — TELEPHONE T n LIMITED HIGHWAY EASEMENT — SERVICE PEDESTAL /J CABLE MARKER P EXISTING RIGHT OF WAY 11 POWER POLE U NEW RIGHT OF WAY TELEPHONE /0' REFERENCE LINE SLOPE INTERCEPT RAILROADS -�� ORIGINAL GROUND PROFILE MARSH "` i 3 ':. EXISTING ROADWAY OR PRIVATE ENT. WOODED AREA CULVERT IN PLACE RIGHT-OF-WAY / MARKERS CULVERT REQUIRED r-3 C-=> OVER HEAD LINES O.H. CULVERT REQUIRED PROFILE 0 ❑ FENCE LINE (1-94 - CTH J) C.T.H. T ST. CROIX COUNTY, WISCONSIN STATE PROJECT NUMBER 7919-05-74 O COORDINATES ON THIS PLAN ARE REFERENCED TO T-28&29—N ST, CROIX COUNTY COORDINATES SYSTEM. R--17—W TOTAL NET LENGTH LIF CENTERLINE = 1.272 MI, PLOT DATE FILE NAME PLOT BY ACCEPTED FOR ST. CROIX COUNTY DATE TIM RAMBERG (HIGHWAY COMMISSION ORIGINAL PLANS PREPARED BY DJ FEDDERLY MANANGEMENT CONSULTANT LLC .s. s L A?51-L J. e c EMME LY s to i 0- F 1i vvi DATE DANIEL J FnDEI?QY STATE OF WISCONSIN � DEPARTMENT Orr TRANSPORTATION PREPARED BY SURVEYOR JOEL A. BRANDT, RLS DESIGNER DANIEL J. FEDDERLY, PE, RLS KJOHNSON ENGINEERS, INC MANAGEMENT CONSULTANT —j C.O. EXAMINER — -- --- REVISION f — DATE APPROVED FOR THE DEPARTMENT DATE MANGEMENT CONSULTANT SIGNATURE PLOT NAME PLOT SCALE WISDOT/CADDS SHEET 10 ABBREVIATIONS 2 ABUT. ABUTMENT DISCH. OR DIS. DISCHARGE P.C. POINT OF CURVATURE AGG. AGGREGATE EA. EACH P.I. POINT OF INTERSECTION UTILITIES AH. AHEAD ELECT. ELECTRIC P.T. POINT OF TANGENCY APPROX. APPROXIMATE EL. OR ELEV. ELEVATION P.O.T. POINT OF TANGENT A.E.W. APRON ENDWALL EMB. EMBANKMENT LB. POUND DIGGERS HOTLINE A.D.T. AVERAGE DAILY TRAFFIC E.B.S. EXCAVATION BELOW SUBGRADE P.E. PRIVATE ENTRANCE 1-800-242-8511 CENTURY TEL ASPH. ASPHALTIC EXIST. EXISTING PROD. PROJECT 242E BK. BACK FERT, FERTILIZE R. RANGE ST. CROIX ELECTRIC COOPERATIVE OSCEOLA,CTH I 54294 BEG. BEGIN F.E. FIELD ENTRANCE R.C.C.P. REINFORCED CONCRETE CULVERT PIPE 1925 RIDGEWAY STREET 7 PHONE: 1-7t5-294-2463 PHONE: B.M. BENCH MARK FIN. FINISHED REO'D REQUIRED HAMMOND, WI 54015 CENTERLINE FT. FOOT RT. RIGHT ATTN: STAN HIGBY BALDWIN TELECOM CONC. CONCRETE F.L. FLOW LINE R.H.F. RIGHT HAND FORWARD PHONE: 1-715-796-7000 930 MAPLE STREET CONST. CONSTRUCTION GA. GAUGE R/W RIGHT OF WAY BALDWIN, WI 54002 C.S.C,P. CORRUGATED STEEL CULVERT PIPE HORIZ. HORIZONTAL RD. ROAD PHONE: 1-715-684-3346 CO. COUNTY CWT. HUNDREDWEIGHT SHR. SHRINKAGE WE ENERGIES C.P.C.P. CORRUGATED POLY CULVERT PIPE INL. INLET SL. SLOPE EMERGENCY: 1-800-261-5325 WISCONSIN DEPT. OF NATURAL RESOURCES C.T.H. COUNTY TRUNK HIGHWAY LT. LEFT STD. STANDARD GAS CONSTRUCTION: 1-800-291-8896 TOM LOVEJOY X—SEC. CROSS SECTION L.H.F. LEFT HAND FORWARD S.D.D. STANDARD DETAIL DRAWINGS P.O.BOX 4001 CR. CRUSHED LIN. LINEAR S.T.H. STATE TRUNK HIGHWAY XCEL ENERGY EAU CLAIRE, WI 54702 C.Y., CU. YD. CUBIC YARD LIN. FT. LINEAR FOOT STA. STATION EMERGENCY: 1-800-695-1999 PHONE: 1-715-839-3747 CULV. CULVERT L.S. LUMP SUM STRUCT. STRUCTURE CUSTOMER SERVICE: 1-800-895-4999 C.P, D.O.T. CULVERT PIPE MI. DEPARTMENT OF TRANSPORTATION MISC. MILE MISCELLANEOUS SURF. TEL. SURFACE TELEPHONE ST. CROIX COUNTY HIGHWAY DEPARTMENT D. H, V. DESIGN HOUR VOLUME N.E. NORTH EAST TN. TOWN 1150 DAVIS STREET DIA. DIAMETER N.W. NORTHWEST T. TRUCKS (PERCENTAGE OF) HAMMOND, WI 54015 D. DIRECTIONAL DISTRIBUTION PAV'T. PAVEMENT UNCL. UNCLASSIFIED ATTN: TIM RAMBERG, HIGHWAY COMMISSIONER U.G. UNDERGROUND PHONE: 1-715-796-2227 V. VELOCITY OR DESIGN SPEED V.C. VERTICAL CURVE W,E. WOODS ENTRANCE > Q � 0" S v +' = ROAD CONSTRUCTION END ROAD CONSTRUCTION CONSTRUCTION ROAD CONSTRUCTION i LD AHEAD 1000 FT 500 FT �. \ a0 620-2 20 + �p0 60' x 24'laro �p0 O O O O 4 O O C.T.H. T d "o� d b b b b �lJ a POST MOUNTED SIGN TYPE 'A' FLASHING WARNING LIGHT 2 n, i S CD C.T.H. "T" ST. CROIX DETAILS, ABBREVIATIONS AND TRAFFIC CONTROL SHEET E PROJECT NO: 7919-05-74 HWY: COUNTY: FILE NAME PLOT DATE PLOT BY PLOT NAME PLOT SCALE WISDOT/CADDS SHEET 42 2 2 TYPICAL RURAL SECTION C.T.H. "T" I-94 - 900' SOUTH OF CTH R/W R/W C,L 33' minimum — VARIES 33' minimum — VARIES "clear zone 15 minimum throughout" 8' SHOULDER (TYPE 1) 812' 12' 8 r 3.5' H,M.A. PAVEMENT PULVERIZE, RELAY & GRADE TYPE E3 (IN 2 LIFTS) EXISTING ASPHALTIC PAVEMENT PROPOSED 3.5" H.M,A. PAVEMENT, TYPE E3 (IN 2 LIFTS) 4' AGG. SHOULDER EXISTING 5" - 7.5" ASPHALTIC CONCRETE BASE AGGREGATE DENSE 3/4" 0.01 - 0.02% (VARIESS) 0.02% /0047 qI 9"-20" SAND SUBBASE 9"-20" SAND SUBBASE PULVERIZED MATERIAL EXISTING 0-5" BASE MATERIAL. EXISTING HMA EXSTNG BASE SAND MATERIAL FINISH ROADWAY, SAND MATERIAL REUSE EXISTING MATERIAL AND NEW BASE AGGREGATE DENSE 3/4" TO BRING SHOULDERS TO GRADE EXiS T 1NG i/ 2 SECTiviv PROPOSED 1/ 2 SECTION TYPICAL RURAL SECTION C.T.H. "T" STA. 00+00 TO STA. 67+15 PROJECT NO: 7919-05-74 HWY: C.T.H. "T" COUNTY: ST, CROIX TYPICAL SECTI❑N SHEET E FILE NAME PLOT DATE PLOT BY PLOT NAME PLOT SCALE WISDOT/CADDS SHEET 42 FILE NAME ALL CMCP's AND DRAINAGE WORK cn REQUIRED TO BE COMPLETED BY � c/) c D OTHERS PRIOR TO THIS PROJECT N D D O cn D C0 D O D O n m BEGIN PROJECT �� m+ �No , + �7 D �< Cn D U Fri + rn O b STA. 0+00 D -u+ D- A N `D z o J O rO r D CP W O O co 41 M (D + * O ED 2 + O - r- CD a' - p m p O -I' C c/) z m 0 m U r o, m x+ o Z5 rncn � r co o O r rn Oz rnr:7 r J _ - 01 i L� GUARDRAIL _ - - - - _0 12+00 13+00 GUARDRAIL +--,-_ j -- — _ ® 6+00 7+00 8+00 9+00 10+00 11+00 0+00 1+00 2+00 3+00 4+00 5+00 I-94 BRIDGE mN / --I Cn D CP z D UARDRAIL cn cn D n n MATCH AND BLEND ALL SIDE O z + z ° ROADS AND PRIVATE ENTRANCES C rJv clo m + + n s> n1 0 WITH LIKE MATERIAL cn O co 41 e A C6 D cn (n 5 �e Cf) D Cn --i D n to O -0 N O O + D D v N r w D U W D+ m W 0 co m p (.0_u rn 0 Ow � + +�"' m CJ W O � (11 Or c0 + m w M C0 CP + < r F11 r 0 o w m r rn �i m �� -O pl O c0 mr{- O o m m r r r �+00 - 25+00 26 27+00 - 24�-0 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 13+00 14+00 i I -I cn STA: 23+66.97 0.0' RT r- ® r D 5T. CROIX COUNTY MONUMENT m i m � v m" z cn cn SOUTHWEST CORNER r D Ir- D � m o 5 � AlI CMCP's AND DRAINAGE WORK SECTION 34-T29N-R17W m m .. D o + > z REQUIRED TO BE COMPLETED BY COUNTY SURVEYOR TO cN I� W O D PRESERVE LOCATION + o + < + OTHERS PRIOR TO THIS PROJECT v co n o z o PRIOR TO ANY WORK w 01 y w m c o D N (_n 0 O N z z m O c6 MATCH AND BLEND ALL SIDE m m ROADS AND PRIVATE ENTRANCES WITH LIKE MATERIAL PROJECT NO 7919-05-74 HWY: C.T.H. "T" COUNTY: ST. CROiX NET LENGTH = STA 00+00 TO STA. 27+00 = 2700 LE, SHEET L FILE NAME ; PLOT DATE PLOT BY PLOT NAME - PLOT SCALE - b/ISDOT/CADDS SHEET 44 -- j4— ROADS AND PRIVATE ENTRANCES N) u WITH LIKE MATERIAL ALL CMCP's AND DRAINAGE WORK REQUIRED TO BE COMPLETED BY OTHERS PRIOR TO THIS PROJECT ST. CROIX COUNTY MONUMENT NORTHWEST CORNER ALL CMCP's AND DRAINAGE WORK cf) SECTION 34—T29N—Rl7W COUNTY SURVEYOR TO REQUIRED TO BE COMPLETED BY END PROJECT cn ---I m PRESERVE LOCATION OTHERS PRIOR TO THIS PROJECT ?� F— -j --j ---i:> 67+00 po 0 ---j ROADS AND PRIVATE ENTRANCES co ;JO WITH LIKE MATERIAL CID PROJECT NEI: 7919-05-74 HWY: PLOT DA!� PLOT BY PLOT NAME PLOT SCALE WISDOT/CADDS SHEET 44 FILE: NAME L___