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Home My WebLink About2012 70.12H.pdfINDEX OF SHEETS SHEET N0. 1 TITLE SHEET N0. 2 TYPICAL SECTIONS AND LOAD SPREADS SHEET NOo 3 STANDARD ABBREVIATIONS, NOTES AND UTILITIES SHEET NO. 4 MISCELLANEOUS QUANTITIES SHEET N0. 5-6 EROSION CONTROL PLAN SHEET NO, 7-10 PLAN AND PROFILES SHEET NO, 11-20 CROSS SECTIONS TOTAL SHEETS = 20 DESIGN DESIGNATI❑N A.D.T. 2012 = 2000 A,D,T. 2032 = 2680 D.H.V, 2032 = 350 D. = 50/50 OF A,D,TJ = 7% V, = 55 MPH ESALO = 0.6 MR. COUNTY LINE CORPORATE LIMITS PROPERTY LINE LOT LINE LIMITED HIGHWAY EASEMENT EXISTING RIGHT OF WAY NEW RIGHT OF WAY REFERENCE LINE SLOPE INTERCEPT C❑NVENTI❑NAL SIGNS (UNDER PRESSURE) COMBUSTIBLE FLUIDS UNDER GROUND UTILITIES GAS ELECTRIC TELEPHONE SERVICE PEDESTAL CABLE MARKER POWER POLE TELEPHONE RAILROADS ORIGINAL GROUND PROFILE �-� MARSH ® EXISTING ROADWAY OR PRIVATE ENT. _ _ _ WOODED AREA CULVERT IN PLACE C - RIGHT-OF-WAY MARKERS E IGHWAY DEPARTMENT TAR PRAIRIE DEER PARK ROADI COUNTY PROJECT�MB 7 0.1 2._H.._._._. --�•�commmw� �f LAY OUT �- GRAPHIC SCALE 0 2000 4000 ( IN FEET ) CULVERT REQUIRED � c> CULVERT REQUIRED PROFILE 0 p OVER HEAD LINES FENCE LINE OHE T❑TAL NET LENGTH ❑F CENTERLINE = 1,0 MI, C❑ORDINATES ❑N THIS PLAN ARE REFERENCED T❑ ST, CROIX C❑LINTY C❑❑RDINATES SYSTEM CLEAR ZONE � i SEED &FERTILIZE r' SALVAGED TOPSOIL & MULCH 1 O.M'JF1. VARIES "T" L-- 3.0" HMA PAVEMENT TYPE E1 4" COMPACTED AND PULVERIZED PAVEMENT AND BASE MATERIAL 4" BASE AGGREGATE DENSE 3/4" EXISTING TYPICAL SECTION C.T.H. H (STA. 2+00 TO STA, 55+00) 36' FINISHED 30' PAb TRAVEL LANE TOP WIDTH MENr TRAVEL LANE CLEAR ZONE 12,18' — 5' 0.02'/F7. POINT REFERRED TO ON CROSS SECTIONS 3.5" HMA PAVEMENT TYPE E1 LAYERS 1/2" NOMINAL SIZE AGGREGATE 2" PULVERIZED AND RELAYED ASPHALTIC PAVEMENT 6" BASE AGGREGATE DENSE t t/4" t2" SUBBASE TYPICAL FINISHED SECTION C,T,H, H RECONSTRUCT (STA, 2+00 TO STA, 55+00) SEED &FERTILIZE SALVAGED TOPSOIL & MULCH 74' 3.92' 4.35' 4 � {y� 3 kNOR BASE AGGREGATE DENSE 3/4" LOAD SPREADS - CTH H GRANULAR SUBBASE 221 CY PER 100 FT OR 2.2t CY PER 1 FT TRI AXLE (12 CY) = 5.4 FT QUAD AXLE (16 CY) = 7.2 FT BASE AGGREGATE 99 CY PER 100 FT OR 0.99 CY PER 1 FT TRI AXLE (12 CY) = 12,1 FT QUAD AXLE (16 CY) = 16.2 FT 30 CY PER 100 FT OR 0.30 CY PER 1 FT TRI AXLE (12 CY) = 40.0 FT QUAD AXLE (16 CY) = 53.3 FT COUNTY PROJECT NUMBER ISHEET NO.I 70.12H 1 3 OF 20 LIST OF STANDARD ABBREVIATIONS ADJ. ADJUST AGG. AGGREGATE AH, AHEAD ASPH. ASPHALT AVG. AVERAGE A.D.T. AVERAGE DAILY TRAFFIC BEG, BEGIN B.A, BEGIN ABRUPT BK, BACK e/W BACK OF SIDEWALK BIT. BITUMINOUS C.B. CONTROL CABINET C, C, CA CENTER LINE C.E. COMMERCIAL ENTRANCE CENTRAL ANGLE OR DELTA CONC. CONCRETE CONST. CONSTRUCTION CO. COUNTY 2.T.H, COUNTY TRUNK HIGHWAY C.Y. or CU. YD, CUBIC YARD C.P. CULVERT PIPE D. DEGREE OF CURVE E.A. END ABRUPT EA. EACH E, EAST OR EAST PROJECT COORDINATE E, ELECTRICAL LINE E.B. EASTBOUND EBS, EXCAVATION BELOW SUBGRADE ELEC, ELECTRICAL EL. or ELEV. ELEVATION E,P. ELECTRICAL POLE EXIST, EXISTING F.E. FIELD ENTRANCE F/W FRONT OF SIDEWALK FT. FOOT G. GAS G.V. GAS VALVE HOR. HORIZONTAL HYD. FIRE HYDRANT INL, INLET I.D. INSIDE DIAMETER INV. INVERT (ELEVATION) I.P. IRON PIPE OR PIN L8. POUND L• LENGTH (OF CURVE) L.F. or LIN. FT. LINEAR FOOT LT. LEFT MAX. MAXIMUM M.H. MANHOLE MI. MILE M.L. or MA MATCH LINE MIN. MINMUM N. NORTH OR NORTH PROJECT COORDIATE N.S.P, NORTHERN STATES POWER N.B. NORTHBOUND N0. NUMBER N.E. NORTHEAST NOR. NORMAL two NORTHWEST PAVT. PAVEMENT P.E. PRIVATE ENTRANCE PB or P.B. PULL BOX P.C. POINT OF CURVATURE P.1. POINT OF INTERSECTION P.T. POINT OF TANGENCY QTY, QUANTITY R. or RAD. RADIUS R.P. RADIUS POINT RL, RA REFERENCE LINE R.P. REFERENCE POINT R.C.C.P,S.S. REINFORCED CONCRETE CULVERT PIPE, STORM REQ'D, REQUIRED REF, REFERENCE LINE RECONST, RECONSTRUCTION RT. RIGHT R/W RIGHT-OF-WAY RD. ROAD SAN, SANITARY SEWER SW. SIDEWALK OF SOUTHWEST S. SOUTH SOUTHBOUND SB. SIGNAL BASE S.F. or SQ. FT. SQUARE FEET or SQ. YD. SQUARE YARD ST. STREET D. STANDARD DETAIL DRAWINGS STH STATE TRUNK HIGHWAY STA. STATION SS STORM SEWER S.E. SUPERELEVATION OR SOUTHEAST T. TANGENT OR TELEPHONE LINE T.C.P. TEMPORARY CONSTRUCTION PERMIT T.P. TELEPHONE POLE T.L.E. TEMPORARY LIMITED EASEMENT TN. TOWN TYP. TYPICAL UNCL. UNCLASSIFIED EXCAVATION G.S. UNITED STATES GEOLOGICAL SURVEY USH U.S. HIGHWAY VAR. VARIABLE VERTICAL CURVE (LENGHT) VERT, VERTICAL C. VERTICAL POINT OF CURVATURE V.P.I. VERTICAL POINT OF INTERSECTION V.P.T. VERTICAL POINT OF TANGENCY W. WATERMAIN W. WEST W.B. WESTBOUND W.V. WATER VALVE STANDARD DETAILS DRAWINGS PAGE DESCRIPTION S.D.D. 8 F 1-11 S.D.D. 8 F 5-1 S.D.D. 9 A 1-12a S.D.D. 15 C 2-4a 15 C 2-4b 15 C 2-4c S.D.D. 15 C 3-1 15 C 4-1 S.D,D. 15 C 8-130 S.D,D. 15 C 8-13b 15 C 12-3 APRON ENDWALLS FOR CULVERT PIPE CLASS "B" BEDDING FOR CULVERT PIPE OR STORM SEWER AT -GRADE SIDE ROAD INTERSECTION, TYPES "82", "C", AND "D" AND TEE INTERSECTION BYPASS LANE BARRICADES AND SIGNS FOR MAINLINE CLOSURES BARRICADES AND SIGNS FOR MAINLINE CLOSURES DETOUR SIGNING FOR MAINLINE CLOSURES BARRICADES AND SIGNS FOR SIDEROAD CLOSURES TRAFFIC CONTROL, ADVANCE WARNING SIGNS 45 M.P.H. OR GREATER, TWO WAY UNDIVIDED ROAD OPEN TO TRAFFIC PAVEMENT MARKING (MAINLINE) PAVEMENT MARKING (INTERSECTIONS) TRAFFIC CONTROL FOR LANE CLOSURE (SUITABLE FOR MOVING OPERATIONS) STANDARD ABBREVIATIONS, NOTES AND UTILITIES GENERAL NOTES NO TREES OR SHRUBS ARE TO 8E REMOVED WITHOUT THE PRIOR APPROVAL OF THE ENGINEER, THE LOCATION OF EXISTING AND PROPOSED UTILITY INSTALLATIONS AS SHOWN ON THE PLANS ARE APPROXIMATE, THERE MAY BE OTHER UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN, CONTRACTOR SHALL VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. WHEN THE QUANTITY OF THE ITEMS OF BASE OR SURFACE COURSE IS MEASURED FOR PAYMENT BY THE TON. THE DEPTH OF THICKNESS OF THE COURSE SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL THICKNESS WILL DEPEND ON THE DISTRIBUTION OF MATERIAL AS DIRECTED BY THE ENGINEER, NO PASSING ZONES WILL BE LOCATED BY OTHERS. ALL INTERSECTIONS TO BE PAVED AS DIRECTED BY ENGINEER. SIDE ROAD SURFACING NOTE WHEN THE SIDE ROAD IS NOT PRESENTLY PAVED, PAVEMENT SHALL BE PLACED TO THE LIMITS SHOWN UNLESS OTHERWISE PROVIDED IN THE CONTRACT. WHERE THE CONSTRUCTION LIMITS ARE BEYOND THE PAVING LIMITS, CRUSHED AGGREGATE SURFACING SHALL BE PLACED BETWEEN THE PAVING LIMITS AND CONSTRUCTION LIMITS. WHEN THE SIDE ROAD IS PRESENTLY PAVED, NEW PAVEMENT SHALL BE PLACED TO THE LIMITS OF DESIGN AS SHOWN AND BEYOND, IF NECESSARY, TO MEET EXISTING PAVEMENT. WHEN THE SIDE ROAD IS THE CONSTRUCTION PROJECT, THE INTERSECTION SURFACING SHALL BE THE SAME AS FOR THE PROJECT. NOTE:ModiFied Type "C" Intersection Edge of pavement and edge of pavement rodli of modified Type "C" shall be ploced to allow for a finished 2" wide crushed aggregate shoulder at the intersection locations following pulverizing and relaying of the existing surface and base. UTILITIES DIGGERS HOTLINE TELE. 1-800-242-8511 FRONTIER COMMUNICATIONS 154 E, 2nd St. P.O, BOX 446 NEW RICHMDND, WI 54017 TEL.<715> 243-7014 ATTN. TERRY DDRR WE ENERGIES 1921 8th St, SOUTH WISCDNSIN RAPIDS, WI TELE. (715)-421-7259 ATTN TOM KROSTAG XCEL ENERGY—AMERY ❑FFICE 801 KELLER AVE SOUTH AMERY, WI 54001 TEL. (715> 268-3227 ATTN. VICKI BREAULT TOWN ❑F STANTON 1447 200th AVE. 54494 NEW RICHMDND, WISC. 54017 TEL. (715>-246-6212 ATTN, RICHARD HESSELINK, CHAIRMAN X ELECTRIC CO—OP ST, CR�I 1925 RIDGEWAY ST, HAMMDND, WIS. 54015 TELE, (715)-796-7000 ATTN. ROB DOOLEY ST, CROIX COUNTY HWY, DPT. P.O, BOX 108 1150 DAMS ST. HAMMOND, WIS. 54015 TEL, (715 -796-2227 ATTN. 11 RAMBERG, HWY. COMMISSIONER ITEM 305,0110 BASE AGGREGATE DENSE 3/4, SHOULDERS STATION TO STATION LOCATION TON REMARKS STA. 2+00 - 55+00 RT./LT. 745 ALONG MAINLINE STA. 2+00 - 55+00 RT./LT. 128 P.E. AND F.E.'S PROJECT TOTAL 873 TONS ITEM 305.0120 BASE AGGREGATE DENSE 1 1/4, MAINLINE STATION TO STATION LOCATION TON REMARKS STA. 2+00 - 55+00 RT./LT PROJECT TOTAL 8,372 ALONG MAINLINE 8,372 TONS RECYCLED ASHPALT MAINLINE STATION TO STATION LOCATION CY STA. 2+00 - 55+00 RT./LT, PROJECT TOTAL 1,259 ALONG MAINLINE 1,259 CY ITEM 350, 0102 GRANULAR SUBBASE STATION TO STATION LOCATION STA. 2+00 - 55+00 RT./LT PROJECT TOTAL ITEM 455.0605 TACK COAT STATION TO STATION STA. 2+00 - 55+00 STA, 33+17 CY RE ARKS 9,460 ALONG MAINLINE 9,460 CY ITEM 643,0100 TRAFFIC CONTROL (PROJECT STAl10N TO STATION LOCATION STA. 2+00 - 55+00 CL PROJECT TOTAL LOCAl10 GAL RE ARKS ITEM 650, 8000 CL 442 MAINLINE CONSTRUCTION STAKING LT 1 P,E. PROJECT TOTAL 443 GAL. TEM 460,1101 HMA PAVEMENT, TYPE E1; ASPHALT MATERIAL, PLANT MIX PAVEMENT STATION TO STATION LOCATION TO S RE ARKS STA. 2+00 - 55+00 CL 30890 MAINLINE STA. 33+17 LT 6 P.E. PROJECT TOTAL 3,896 TONS ITEM 521.0100 & 521.1000 CMP & ENDWALLS STATION EACH END.ALLS REMARKS STA, 7+18 RT 18" x 36' 2-18" P,E, STA, 33+17 LT 18" x 26' 2-18" P,E, STA, 36+22 RT 18" x 26' 2-18" P,E. STA, 37+74 LT 18" x 30' 2-18" P,E, STA, 47+38 LT 18" x 30' 2-18" P,E. TEM 325*0100 STA, 52+30 RT 18" x 26' 2-18" P,E. PULVERIZE AND RELAY EXISTING BASE AND SURFACE STATION TO STATION IOeCA710N SAY REMARKS STA2+00 - 55+00 CL 14135 MAINLINE STA, 33+17 LT 30 P.E. , , PROJECT TOTAL 14,165 S.Y, ITEM 525.0100 & 525.0500 ALUMINIZED CMP &ENDWALLS STATION EACH ENDWALLS STA. 53+95 24" x 52' 2-24" RE ARKS ALONG MAINLINE PAVEMENT QUANTITIES INCLUDES ASPHALTIC MATERIALS PG. 58-28 STAl10N TO STATION IOCAl10N STA. 2+00 - 55+00 CL PROJECT TOTAL LC. 5,300 5,300 L.F. COUNTY PROJECT NUMBER SHEET NO. 112H 7 OF 20 PLAN & PROFILE SHEETS w z J 0 50' 100' z Crisdhome Farms Inc o STA 6+47 LT Crisdhome Farms Inc Ave PROJECT w CONSTRUCT P.E.. (AGG) 1471 220th Ave 1471 220th SEE #70.12HE New Richmond, Wi 54017 FOR CONSTRUCTION AND in NO CMP New Richmond, Wi 54017 R.O.W. INFORMATION i i EDGE OF SHOULDER BEGIN CONSTRUCTION MATCH EXISTING SURFACE 40' ROW o I I PRESERVE EXISTING PROPOSED EDGE OF BIT PROPOSED d 33' ROW SLOPE INTERCEPT 0.117 AGREES STATION 2+00 EXISI FENCE ®35' FROM CL o + tn '—'--_--__. —wr` - _ — _ _ �- ~Ivei..� ia2wt % WiL—.i5 POr—wf—wr—l9F"��--we---Idi- %.,per w.=Y SCTs+Wra'�tir-,�+�y�j �.r-�.r` wT=�grCr—`' +�_..�1'CT��s•_- _. �va�=—o'or=__= y� ur®-� oo wr+•�at'r vcr= _ _ _ ttr PGi �Wr---wr—wrjr-t ____________________ ______ OO O N M a i11 pi _1W� r_wr—Wr__P_3r:_PGr_ r=wr Ikfe__ r' r�r.\% =wr_Mi GSAfr-_W .: Ylx�vl.�s�Yc�•�pl�K�e'0 Nil _ _ _ _-- Sl N. Nii _- _ --_ _ _ __ t-�---- I ' SLOPE INTERCEPT 40' ROW EDGE OF BIT I I 40' ROW PROPOSED STA 10+09 RT PROPOSED EDGE OF SHOULDER 0,213 ACRES CONSTRUCT P.E. (AGG) Li STA 7+18 RT Douglas J & Jean C Hansen g VSEE OLD ABANDONED z_ J CONSTRUCT P.E. (AGG) NO CMP FENCE Dot 1545 Cty Rd H REPLACE EXISTING CMP WITH Star Prairie, Wi 54026 p 1810x36' CMP PLUS ENDWALLS Douglas J & Jean C Hansen 15L 1545 Cty Rd H Stc Star Prairie, Wi 54026 PROJECT #70.12HE FOR CONSTRUCTION AND R.O.W. INFORMATION NOTE: UTILITIES NOT SHOWN ON PLANS NOTE: OLD AND ABANDONED FENCES TO BE CAUR'ION FIELD LOCATE PRIOR TO REMOVED AND DISPOSED OF AT THE CONSTRUCTION DISCRETION OF THE COUNTY. 1040 - - --- -- ___r -- -- -� -_.- --�--- -�----- - -- -- I -- I-- ---� I -�------ --- - -- �"----..._. _... - --�- .-- -- -� - t---' f -- ----- � -1 --1---{ -,•---- --- -- . L .f 040;. 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(AGO) Douglas J & Jean C Hansen NO CMP 1545 Cty Rd H Douglas J & Jean C Hansen Star Prairie, Wi 54026 1545 Cty Rd H Star Prairie, Wi 54026 NOTE: UTILITIES NOT SHOWN ON PLANS CAUTION NOTE: OLD AND ABANDONED FENCES TO BE FIELD LOCATE PRIOR TO REMOVED AND DISPOSED OF AT THE CONSTRUCTION DISCRETION OF THE COUNTY. — ------ ---� ._---1---- -._--- -- --1- -- — - -.-_- -- ------1---- ---- ---------f—..._., �- --j-- — _ _--�... ---..- -- --- -- - -- -1--r-------�----- - - _�- I- _ , 0401 -- -- - — - — - - - -- — - I-- -- -- - ---- — - --VPI- t = 020-7 --_ ---- - --- 1035! _-. .-- — ---. ....__ _...-- — - - - -- ---. -- --- -- --- -- - - --- -- — I - ---- -�rl -... 140,3234 - g, 4,30 ,4 9286 o --- -- IFN _ TjgVA= toCUR" r3 � K = 349. 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