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HomeMy WebLinkAbout2003 A Hudson Rd to Burkhardt Rd.pdfPROJECT NUMBER a INDEX OF SHEETS SHEET N0. t TITLE SHEET N0. 2-2.5 TYPICAL SECTIONS AND DETAILS SHEET N0. 3 ESTIMATES OF QUANTITIES SHEET N0. --- MISCELLANEOUS QUANTITIES SHEET N0. 4-4.4 RIGHT-OF-WAY PLAT SHEET N0. 5-5.6 PLAN AND PROFILE SHEET N0. STANDARD DETAIL DRAWINGS SHEET N0. --- SIGN PLATES SHEET N0. --- STRUCTURE PLANS SHEET N0. --- COMPUTER EARTHWORKS DATA SHEET N0. 7-7.13 CROSS SECTIONS TOTAL SHEETS = 17 � • • �� � / , •_ • BEGIN PROJECT STA. 72+44 A.D.T. 1993 = 3340 A. D. T. 2013 = 4000 D. H. V. 2013 = 240 T.(7. OF A.D.T.) _ (�29) V. = 55 MPH ESAL = g2g,340 CONVENTIONAL SIGNS COUNTY LINE COMBUSTIBLE FLUIDS (UNDER PRESSURE) CORPORATE LIMITS ������������� UNDER GROUND UTILITIES PROPERTY LINE GAS ELECTRIC LOT LINE - - TELEPHONE LIMITED HIGHWAY EASEMENT SERVICE PEDESTAL EXISTING RIGHT OF WAY - - - - CABLE MARKER NEW RIGHT OF WAY POWER POLE TELEPHONE REFERENCE LINE SLOPE INTERCEPT � � ' _ RAILROA05 ORIGINAL GROUND PROFILE � � � � MARSH EXISTING ROADWAY OR PRIVATE ENT. - - - WOODED AREA CULVERT IN PLACE � - � RIGHT-OF-WAY MARKERS CULVERT REQUIRED o � CULVERT REQUIRED PROFILE � p OVER HEAD IiNES FENCE LINE G• E- T lP U C i,_�. '____ r'' _'� 1 �� / f O.H. PLAN OF PROPOSED IMPROVEMENT RO.A.D - B�RKHARDT CARMICHEAL ROAD EXTENSION CTH A ST CROIX COUNTY COUNTY PRQIECT NUNflER 70.03A1 � END P_R_OJECT R-19 _W STA. 90+45.48 F'1 � ��� ��� i � ���� _-�': k • � � •� ,a u 70.03A 1 SHEET TOTAL NUMBER SHEETS 1 I 17 CONSTRUCTION PROJECT NUMBER 7O.O3A1 YEAR OF CONSTRUCTION Z003 PLAT DATE 2-$-94 GATE SIGNATURE REwSiON ST. CROIX COUNTY DATE HIGHWAY DEPARTMENT PREPARED 8Y SURVEYOR ROGER 1. HUMPHREY DESIGNER ROGER L. HUMPHREY DRAFTED BY JAMES W. KRIZAN CHECKED 8Y STEVEN A. SCHOFIELO ABBREVIATIONS AC. ACRES p,C, POINT OF CURVE AHD. AHEAD P•T. POINT OF TANGENT ENO SECTION CURB GUTTER BK BACK POE PRIVATE ENTRANCE BVMO BENCH MARK R, RADIUS C REI.I, REMAINING .T.H. COUNTY TRUNK HIGHWAY k/W RIGHT OF WAY C.P. CULVERT PIPE R • ROAD D, DEGREE OF CURVE S. SOUTH E EAST S.F. SQUAREFOOT HOUSE STA STATION j R Q INTERSECTION ANGLE T. TANGENT CONCRETE CURB & GUTTER 3049 L LENGHT OF CURVE TEMPO TEMPORARY LH.E. LIMITED HIGHWAY EASEMENT we WEST N, NORTH LC. LENGHT OF CORD C.B. CORD BEARING sAI�E s(.oPE As ADJACENT PAVE1wAElIT pEVERSE SLOPE (TYPICAL FOR ALL CURS k T' R 22" GUTTER GUTTER TYPES) 1" R SLOP£of �6'MN. 0 TYPE8 � 1JO UTILITIE S DIGGERS HOTLINE TELE.1-800-242-8511 AMERITECH-FIBER OPTICS & DIST 304 South Dewey Street Eau Claire, WI 54701 TELE.1-715-839-5565 Attn: Rick Podolak MCI TELE.1-800-624-967 5 SPRINT -FIBER OPTIC TELE.1-800-521-0579 NORTH AMERICAN COMMUNICATIONS P O Box 387 Hector, MN 55342 TELE.1-800-982-8038 Attu: George Honzay XCEL ENERGY-HUDSON OFFICE 1201 Livingstone Road �05 Hudson, WI 54016 -77 TELE.1-715ta"6-4798 Attn: aymie H01te�Gas / Steven Johnson -Electric ST CROIX COUNTY HWY DEPT. P O Box 108 1150 Davis Street Hammond, WI 54015 TELE.1-715-796-2227 Attn: Tim Ramberg, Hwy Commissioner TOWN OF HUDSON 980CTHRDA Hudson, WI 54016 TELE.1-715-386-4263 Attu: Jeff Johnson, Chairman UNION PACIFIC RAILROAD 548 South Main Street Adams TELE.1-6 , WI 53910 08-339-5206 Attn: Terry Wagner, Manager Track Maintenance 2:52 SOr urrK t4K CDCC tK Yaµf4 II.,RI CE"t[R tK yY"MG IILUON /t---. pIL 44.415 tV I G! CCFICN.K Y—' t4K tK N 1K YKCIM K 14 ILI :2 p4ASY4 Y AIF rt[11M L®� C[MVI tK ptL Ott fY'Kt'S'o'rS S"K AS I" LOGE tK WAX" ,mtCl EDa EK A,AIYA4 INATC, rtr SpJA0fl1 (DtE p I"urc iYK Sp Cck ONE WAY TRAFFIC TWO 11AY TRAFFIC PERMANENT PAVEMENT MARKING ki (SNOWS CYCLE FOR PERMANENT CENTER LK MARK'W) p4MUE SIMOt 1�1 ygtf KC,p Y T"AKt doe OD Ituwli fp1! M i4"M. • — I p,A.fnit«c COTE LK tA"C tK Y4IM"IC p.fASY4 Yt1NNt "•IwttU Q 1101, tt/W lA1E "At"Itca CEYICRK ,oMSSf< YAIn"4 —� o r l,CttDI, ,"p Ka1KD VXE LINE r IINIV / Y�i, LomE Ew wsmY At M MAJOR INTERSECTION TYPICAL PAVEMENT MARKING FOR RURAL INTERSECTIONS KVI wI""i a1 ft MINOR INi ERSEC1gN �EORIZ TA RAIL! ON NOR120NTAL HARE tECTiON A -A RAIIa ON 6UPERELEYATEO ►LANE GENERAL NOTES KiAls e! fA1CSK"i Y."IAc W, "" o" ,ItS C"I" Y4ua to.roN+ ,o iK Siapatl ytp<a1C16_Ap SrEM MOVISOIS' 1,watAKl ►M.aK W110 IIwOVGI III("SCtID6 COX tIKS SxaAL K CM' * Oj M" YSiNQ 'I•a LESS 1"YI M FIAT. W, IVI404 tYK YYAI O ►p ►Etta TK LESS ,"A" 100 ltCt, Wt ["tYKtQILI ttK- 0 I,p401ats [",1'.. KI,,V ,KuOSfAjV NI" IKyCASE M AKIRE- OM'rA"( 0( MA S KMUS M "AA 00"n" St IK t W-W t0 YAI,t VU1Y4t KGNC , p ,K MY Co ut. Q p-r41Yi Ww4K WAC K IMVOCD M"E S4�I IYSIMKE K D[!<KNt. tC"tCKK CC"tCA tK Y4r/!L Z � > . E 1.i1��'2 S 1 � �� d (—I��t L>2c1 •QD 1�R kCKS 'l�o •3C 17�n1ir }J'1 PAVEMENT Sip ttK fEME,E,[SS aA 10 tMrO"a, CA w'I",fAKlr B rpY KtKS, 11K a trlw urz s lvEs[r, ' C 12-in_____c___h Dia• (typical) COUNTY PROJECT 7®, t )3AI •i 00 CO tD N O i- o, 4" Max. 0 111 Min.00 $�5Novc,oE4• • . + 2, _Oi1(Min`} (Distance may not be less than 6!- 0" nor less than that necessary to place the center of the support post 2014" from of 2 lane roadway.) C D � RURAL ROADWAY D ` Varies with highway Design Class See Geometric Design Standards " Yariable length, Auxiliary Signal Units generally placed over of right lane on two lane highways Auxiliary signal units required when: (I) There is more than one traffic lane in the same direction. (2) Shoulder width is greater than 8 feet. (3) Unusual conditions exist that affect the motorist's view of the signal. D = 24eet square, single mast 4-feet square, cantilevered auxiliary signal unit i 2' -0" X C Ip .� f � v r-+ URBAN ROADWAY ALTERNATE PAVEMENT MARKING 20' MIN CLEAR ZONE 4*rOPSCIL k MUL i FERnuZE k SEED ME I 2� •• -a a--�a1 • • ••• a 20' MIN CLEAR ZONE 4`PpPS01l k MU e• FERTILIZE k SEED INS �011111111 20' MIN CLEAR 8' FERnUZE kISEED I F — 14' TOPSOU k 4: 1. I I 3' ASPHALT CONC. PAV'T. TYPE MV 10' CRUSHED AM BASE 10` OEPTH GRANULAR SUBBASE TYPICAL FINISHED SECTION CTH A • MAXIUM EXTENT OF ROADWAY AT DORWIAED SHERMAN ROAD, SEE SHEET 2.4 & 25 INTERSECTION DETAIL STA. U+41 TO 90+ 45. 48 OONLY 12. �z• p•• �•• 24'• 24 0.08'/FT MA% 3' ASPHALT CONC. PAV'T. TYPE MV 10' CRUSHED AM BASE to' DEPTH GRANULAR SUBBASE TYPICAL FlNISHED SECTION. SUPER ELEVATION CTH A 0.02' 20' MIN CLEAR ZONE FERTIUZE k, WED 4' Baal 1�' MULCH k _ i 15� � �3,• �e� � � Np� 'MI 0.02' S: 1 �� � l_ 2• e�TvalNous sLrRFACE �______ 8' CRUSHED AGG. BASE POINT RUMED TO ON PROFILE 12' DEPTH GRANULAR SUBBASE TYPICAL FINISHED SECTION SIDE ROAD •SHERMAN ROAD 2\� COUNTY PROJECT NUMBER ISHEET �D ®3AIv 2.3 TYPICAL SECTIONS r 2' 3' ASPHALT CONC. PAV'T. TYPE UV 10' CRUSHED AM BASE 10' OEPTN GRANULAR SUBBASE TYPICAL SECTION, CURB &GUTTER STA 73+50 TO 75+00 RT.de • STA. 81 +84 TO 87+00 LT. SEE SHEET 2.4 f vARiABLE 21' 0.02' 21' a/ r .A • a/ 1 •� a. TYPICAL SECTION FOR PRIVATE DRIVES AND FlELD TOPSOIL k MULCH . COUNTY PRB.ECT NUMBER SHEET N0: 70.03A1 _ 2.5 INTERSECTION DETAIL t I SAME OWNER i Z ABANDON ROADWAY Q t PrOPOSED PRIVATE DYE/ / / E.T. STA, 88+00 16' . LT Q_ Q END PROJECT t W Q I SIDE ROAD --- - _--------------------- --s- i �odT MATCH EXISTING SECTION i END PROJECT " ,W TAPER STA, 90+45.48 40 R CRO� OTHRE END CURB &GUTTER END PROJECT' STA. 87+00 271LT. SIDE ROAD 81 (A Ioeos�� OBLITERATE ROAD Q `0' ABANDON RAILROAD CROSSING / /�s� 60•R �1 R4 0 QRO k 12' ' �t� �'' 15' 30" CURB & CUTTER -' OA /.' ��� Go��O,// / / Ci� /R5 15' 6`px GRAPHIC SCALE ; Q�OQ, / � G R A P 50 0 50 100 150 Feet —, Q ,' / C L C L STA. 81+25.37 / Q P/ I Wls_ BELL E. r STA. 7g+J5.7 7 27RT INTERSECTION DETAIL CTH"A"AND SHERMAN ROAD SHERMAN ROAD AND OLD C.T.H."A" it I I I CRO G �N -- I t t i t t I B.T. STA. 77+35.77 16' Rom-- - - - - I II I II � ICARING AND GRUBBING CLEARING GRUBBBING STA_ - STA. NO. STA. I.D. NO. STA. I.D. 41two se E2+00 -87+oo s CRUSHED' 317 snu: • . r MIAMI 14096 x: r u r SAi.VAGE TOPSOIL, STA. —STA. s 30" CONCRETE CURB AND GUTTER S I A -STA * OCATI )N '� t1 7(9 . 7Z LT. T3+50 - 75+00 gT, 150 a1+7I37 - 97+00 LT. 523 511E tMM ROAD RnMRSWUON 142 lam SUBBASE COURSE 2 1 COY* ST__A _ STA. 90+45.4E 5300 750 BAN ROAD 55�-50 T WaANDEDBy115 FERTII,IZER AND MULCH COPSOILIt SEED N0.20 FERT. C.Y. LBS. CWT. MULCH S.Y. �AVCMa n�%_ Mi�/�KItJ GS 41t ASPIIAI.TIC CONCRETE PAVEMENT --- 70.0 43A 1 STA -STA TOW S - 961b - 9o+45.46 U71 ESTIMATES OF QUANTITIES IHER]iAN ROAD 130 rRAiR� LANE 90 `�,q V N C� 13 Y ©1 DORWiN ROAD 2M 4171 �XPA�L��D 3Y f.3 EAit'THWORK SUMMARY UNCL IX. FILLf BARROW STA - STA coy* C.Y. C.Y.liiiiiiii III will i 60+21 18 60+21 - 69+93 32" 3270 RM 6E+96-90+45A6 570 4 No > MM ROAD 660 530 PAVEMENT MARKINGS. 4' EPDXY WHITE STA - STA. L.F. 41+961b-90+45AE 95" 64+SSS3 -- SSS3 RT. 77+07 RT. 77+37 - 60+62 LT. 61+E9 - 63+69 LT. SHLRILAN ROAD 250 rXAD11IE LANE DOlWIN ]LOAD b60 IXYrAL 10674 5 5�9 4' EPDXY 18' EPDXY RAILROAD YELLOW STOP LINE CROSSING WHITE L F. F. EACH 919E L �2!1Li1 55 2 WASTE C.Y. 8' CIIANNELIZING L.F. z SW Pt SrAros464.51 \ Lr {-92 33 53 R _ ' Do-8"JS•15" \ 8p, r-e9a17' \ \ \ S 1 E-29a51 44 2`—� BARN 11 1 ►.r-Roes~ 1 1 67+07.53=15+ 9 8 VA �� \ 0' x `88"53'16" W 11 1 ,l 1a a o Out x 1 1 \ Lr 40' FEE •� � m x � o o IL •\ S \ P/POLE INTERSECTION DE \A1L� x g P SEE SHEET 2A ' OBLITERATE OLD ROADWAY 40•- qg' v s% o I LOT 2 ± ± C.S.M. k 0 1 r 50' FEE co VOL 8t TEL PED - 11 N PAGE 2350 cn SW ME 875 :•il•J S ,A '-7 2 F/�+• 4 i3 t' 0 H CAY oro n o a� r ao VPI STM70+50 VPI ELn675.00 �11 RICHARD L WALDSCHMIDT � C� Ln � LOT 1 sr.sc� courrlY HtG}1WASH �AlzruErrl LI NW — NE \�- � C.S.M. `, m, Zvi o VOL..39 �" HORIz. 5.3 � P /�GE 725 VERT. t' = 1 o' JOHN do PEARL �o NOTE: STA. 74+50 LT. G{ES PRfVATE ENT. TO BE ABANDON k ' o \� �J L 50' TLE ni �EGT P/POLE --BE G I fa r N � �' P/POLE\ � � -�• f p W _ TEL PED I.%�.- �2-+4�T RAILROAD SERVICE BUILD 'yC) P/POLE ` p — • v f S70NE PILLARS P,/POLE ICE _ P' OBLITERATE OLD ROADWA P/POLE $ ' � ' '" ��— S 00'45' 46" E s ` 2003, cp �-� w c�JOHN GIES AND [ =1�—BO+R.32 I I FEE �� \ PEARL GIES ���DDR ' I 4D' 0 Dcr11.01'01" o O� VOL 599, Pi 50 R_ TEL PED -_PRIVATE RESIDENCE C1 L-55a43 P/PULE 0=532.07 S 84"22'20w - 10.04 LOT 1 E-84.98 1 NotEc!TA 7it5o�7rot7-2m=73.06 c1 NOTE: STA 73+50-75+00 (',S,M, CURB AND GUTTER SECTION VOL8v o. o r,0E's` g PAGE 2350 NE - NE \ � 0 VPI STA-75+50 Vpl EL-B8S.50 WRVS LF11-350 It I VPI STA�79+00 V% EL-879.00 WRVE LE11�350 I L•1•JI COUNTY HIGHMY CL CL STA 30+00 = 81 905 F� 875 f P/POIE ' •�° \\� \\`\ -- INTERSECTION DETAIL SEE SHEET 2.5 SAW CUT PAI/67Mc-N i Oli pi STA�31+97.50 \ \ h44"5'24' R \ Do�14"00'00' P CLE \ \ \\ y oc 1IVO2'o6' A� \ Tw774.80 \ ' Rm409.26 Cn M.41 \ Cr321.51 u 3M2.eo \ P/P LE -7 P/p� i i G PROPOSED CROSSING BY OTHERS vPl sTn.=3t+oo VPI EL=887.31 CURVE .LEN.=10C HORIZ. 1�= 100' vERT. 1�= 1 0' 5.6 905 FID 875 .. •• �• -ter .��