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Home My WebLink About2008.pdfINDEX OF SHEETS SHEET NO. 1 TITLE SHEET N0. 2 STANDARD ABBREVIATIONS AND DETAILS SHEET NO. 3 ESTIMATES OF QUANTITIES SHEET NO, 3 MISCELLANEOUS QUANTITIES, TYPICAL SECTION SHEET NO. 4 SUPERELEVATION DIAGRAMS SHEET NO. 5 INTERSECTION TYPICALS SHEET NO. 6-8 PLANVIEW SHEET NO. STANDARD DETAIL DRAWINGS SHEET NO. SIGN PLATES SHEET NO. STRUCTURE PLANS SHEET NO. COMPUTER EARTHWORKS DATA SHEET NO. CROSS SECTIONS TOTAL SHEETS =8 DESIGN DESIGNATION A,D.T. 2007 = 7700 A.D.T. 2027 = 9400 D.H.V. 2027 = 1500 D. = 50/50 T,(% OF A.D.T,) = 9% V.—STA 10+00-18+75 = 45 MPH V,—STA 18+75-70+90= 55 MPH V.—STA 70+90-100+02=45 MPH - =STA--100-+02+1-11+96=25--MPH- ESAL, = 2,248,400 STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION PLAN OF PROPOSED IMPROVEMENT HUDSON - NEW RICH'm'OND ROAD STA. 10+00 N = 349774.2139 - E =-531771,3110 CONVENTIONAL SIGNS COUNTY LINE COMBUSTIBLE FLUIDS (UNDER PRESSURE) CAUTION CORPORATE LIMITS �� UNDER GROUND UTILITIES GAS G PROPERTY LINE ELECTRIC E LOT LINE — — TELEPHONE T LIMITED HIGHWAY EASEMENT SERVICE PEDESTAL CABLE MARKER EXISTING RIGHT OF WAY _ _ POWER POLE 11P U NEW RIGHT OF WAY TELEPHONE REFERENCE LINE SLOPE INTERCEPT — — RAILROADS ORIGINAL GROUND PROFILE �� MARSH �'` 'k °k l EXISTING ROADWAY OR PRIVATE ENT. — —_ _— WOODED AREA CULVERT IN PLACE RIGHT—OF—WAY i MARKERS CULVERT REQUIRED OVER HEAD LINES O.H. CULVERT REQUIRED PROFILE O ❑ FENCE LINE (CTH "U" - OLD MILL ROAD) C.T.H. A ST. CROIX COUNTY STATE PROJECT NUMBER 8944-05-78 OWN- R-19-W urkhardt STA. 111+96 .�N = 359093.4252 . y Iim— � Lake C❑ORDINATES ON THIS PLAN ARE REFERENCED TO ST. CROIX COUNTY COORDINATES SYSTEM. TOTAL NET LENGTH OF CENTERLINE = 1.93 MI, a STATE PROJECT T-29-N 8944-05-78 FEDERAL PROJECT _ PROJECT I CONTRACT SHEET 1 ST. CROIX COUNTY DATE TIM RAMBERG (HIGHWAY COMMISSIO ) ORIGINAL PLANS PREPARED BY ST. CROIX COUNTY HIGHWAY DEPT. 15y7//")7 V'/ I �"'LA DATE. SIGNATURE_-_- -- _ - - _ co 'if C'Fdtps ® . • JE'FFERY S. — E-24 ;3 E7 _ St. Croix Co. e WIS-. • a'= STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION PREPARED BY SURVEYOR FRANCIS W. BLESKACEK RLS DESIGNER JEFFREY S DURKEE P.E. MANAGEMENT KI ENGINEERING, Inc. CONSULTANT C.O. EXAMINER APPROVED FOR THE DEPARTMENT DATE: MANAGEMENT CONSULTANT SIGNATURE LIST OF STANDARD ABBREVIATIONS R. or RAD. RADIUS ADJ. ADJUST R.P. RADIUS POINT AGG. AGGREGATE RL, RA REFERENCE LINE AH. AHEAD R.P. REFERENCE POINT ASPH. ASPHALT R.C.C.P.S.S. REINFORCED CONCRETE CULVERT PIPE, STORM AVG, AVERAGE REQ'D. REQUIRED A.D.T. AVERAGE DAILY TRAFFIC REF. REFERENCE LINE BEG. BEGIN RECONST. RECONSTRUCTION B.A. BEGIN ABRUPT RT. RIGHT SK. BACK R/W RIGHT—OF—WAY B/W BACK OF SIDEWALK RD, ROAD BIT. BITUMINOUS SAN, SANITARY SEWER C.B. CONTROL CABINET SW. SIDEWALK OF SOUTHWEST C, C, CA CENTER LINE S. SOUTH C.E. COMMERCIAL ENTRANCE S.B. SOUTHBOUND CENTRAL ANGLE OR DELTA SB. SIGNAL BASE CONC, CONCRETE S.F. or SQ. FT, SQUARE FEET CONST. CONSTRUCTION S.Y. or SQ. YD. SQUARE YARD CO. COUNTY ST, STREET E.T.H. COUNTY TRUNK HIGHWAY S.D.D. STANDARD DETAIL DRAWINGS C.Y. or CU. YD. CUBIC YARD STH STATE TRUNK HIGHWAY C.P. CULVERT PIPE STA. STATION D. DEGREE OF CURVE SS STORM SEWER E. A. END ABRUPT S.E. SUPERELEVATION OR SOUTHEAST EA. EACH T. TANGENT OR TELEPHONE LINE E. EAST OR EAST PROJECT COORDINATE T.C.P. TEMPORARY CONSTRUCTION PERMIT E. ELECTRICAL LINE T.P. TELEPHONE POLE E.B. EASTBOUND T.L.E. TEMPORARY LIMITED EASEMENT EBS. EXCAVATION BELOW SUBGRADE TN. TOWN ELEC. ELECTRICAL TYP. TYPICAL EL. or ELEV. ELEVATION UNCL. UNCLASSIFIED EXCAVATION E.P. ELECTRICAL POLE U.S.G.S. UNITED STATES GEOLOGICAL SURVEY EXIST. EXISTING USH U.S. HIGHWAY F.E. FIELD ENTRANCE VAR. VARIABLE F/W FRONT OF SIDEWALK V.C. VERTICAL CURVE (LENGHT) FT. FOOT VERT. VERTICAL G. GAS V.P.C. VERTICAL POINT OF CURVATURE G.V. GAS VALVE V.P.I. VERTICAL POINT OF INTERSECTION HOR. HORIZONTAL V.P.T. VERTICAL POINT OF TANGENCY HYD. FIRE HYDRANT W. WATERMAIN _ __ INLE._.. INLET- W — WEST I.D. INSIDE DIAMETER W.B. WESTBOUND INV. INVERT (ELEVATION) W.V. WATER VALVE I.P. IRON PIPE OR PIN LB. 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 NO. NUMBER N.E. NORTHEAST NOR, NORMAL N.W. NORTHWEST PAVT. PAVEMENT P.E. PRIVATE ENTRANCE PB or P.B. PULL BOX P.C. POINT OF CURVATURE P.I. POINT OF INTERSECTION P.T. POINT OF TANGENCY QTY. QUANTITY STANDARD DETAILS DRAWINGS PAGE DESCRIPTION S.D.D. 15 C 8-7a PAVEMENT MARKINGS (MAINLINE) S.D.D. 15 C 8-7b PAVEMENT MARKINGS (INTERSECTIONS) S.D.D. 15 C 12-2 TRAFFIC CONTROL FOR LANE CLOSURE (SUITABLE FOR MOVING OPERATIONS) STATE PROJECT NUMBER SHEET NO. CTH "A" 8944-05-78 2 OF 8 I STANDARD ABBREVIATIONS I AND DETAILS GENERAL NOTES NO TREES OR SHRUBS ARE TO BE 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 S10E 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, STATE PROJECT NUMBER SHEET NO. CTH "A" 8944-05-78 1 3 OF 8 10, 'TRAVEL LANE TRAVEL LANE � MISCELLANEOUS QUANTITIES 18' 12' 12' 18' AND TYPICAL SECTION CTH "A" CLEAR ZONE �16, � 16' CLEAR ZONE 3.5' WEUSHED AGGREGATE BASE`COURSE SHOULDER 4: I N 6.1 NAM' k 3.5" HMA PAVEMENT TYPE E3 1.75" LOWERLAYER 1/2" NOMINAL SIZE AGGREGATE 1.75" UPPERLAYER 1/2" NOMINAL SIZE AGGREGATE PULVERIZED AND RELAYED EXISTING BASE AND SURFACE TO A 6' DEPTH ITEM 646.0103 EXISTING CRUSHED AGGREGATE BASE COURSE PAVEMENT MARKING 4" PAINT TYPICAL FINISHED SECTION C.T.H. A EDGE MARKING CENTERLINE (STA. 10+00 TO STA. 111+96) (4-INCH) (4-INCH) WHITE YELLOW L.F.. L.F. STATION TO STATION REMARK � CTH A 4' 161— �I16' 4 STA. 10+00 - 15+00 1000 625 ppSPISIZpNZOSFNT&gNVUND 0.04 0.029 NORM. 0.02X NORM, 0.049 STA. 15+00 - 31+80 3360 3360 NO PASSING ZONE BOTH DIRECTIONS 4.� 1ypRM 4:1 NORM 6.> NORM' STA. 31+80 - 40+00 164-0 1025 PASSING ZONE NORTH BOUND EXISTING ASPHALTIC CONCRETE PAVEMENT STA. 40+00 - 72+18 6436 805 PASSING ZONE BOTH DIRECTIONS EXISTING CRUSHED AGGREGATE BASE COURSE STA. 72+18 - 82+20 2004 1253 NO PASSING ZONE NORTH BOUND EXISTING CRUSHED AGGREGATE BASE COURSE(SHOULDER) STA. 82+20 - 90+50 1660 1660 NO PASSING ZONE BOTH DIREC11ONS EXISTING TYPICAL SECTION STA. 90+50 - 96+58 1216 760 PASSING ZONE NORTH BOUND (STA. 10+00 TO STA. 111+96) STA. 96+58 - 97+18 120 30 PASSING ZONE BOTH DIRECTIONS STA. 97+18 - 105+00 1564 978 NO PASSING ZONE NORTH BOUND UTILITIES STA. 105+00 - 111+96 1392 1392 NO PASSING ZONE BOTH DIRECTIONS DIGGERS HOTLINE ITEM 460.3000 TELE. 1-800-242-8511 QMP HMA MIXTURE ST, CROIX ELECTRIC CO-OP FR❑NTIER COMMUNICATION -FIBER ❑PTIC STATION TO STATION LOCATION TONS PROJECT TOTAL 20,392 LF. 11,888 L.F. - ---- - - 1925 RIDGEWAY ST. iS,VE_ 2nd-ST; - - - _ __.-------__..._ _ _- _CTH- A - HAMMOND, WISC. 54015 P.D• BDX 446 STA. 10+00 - 111+96 CL 7,320 715 -796-7000 NEW RICHMOND, WIS. 54017 TEL ( ) TEL. (715) 243-7014 ATT. STAN HIGBY ATTN. TERRY DORR PROJECT TOTAL 7,320 TONS XCEL ENERGY-HUDS❑N ❑FFICE SBC/AT&T 1201 LIVINGSTONE ROAD 304 SOUTH DEWEY ST. ITEM 325.0100 HUDSON, WI 54016 EAU CLAIRE, WIS. 54701 TEL. (715) 377-1810 TEL (715) 839-5565 PULVERIZE AND RELAY EXISTING BASE AND SURFACE ATTN. STEVE JOHNSON ATTN. RICK PODOLAK STAl10N TO STATION LOCATION MIDWEST NATURAL GAS ST, CROIX COUNTY HWY, DEPARTMENT CTH A 611 SHAY ST, P.O. BOX 108 STA. 10+00 - 111+96 SOMERSET, WIS. 54025 1150 DAMS ST, CL 36,210 TEL, (715)-247-5279 HAMMOND, WIS. W15 TEL (715)-796-2227 PROJECT TOTAL 36,210 S.Y. ATTN, JUSTIN JACOBS ATTN. TIM RAMBERG, HWY. COMMISSIONER ITEM 650,8000 ITEM 643.0100 ITEM 305.0115 ITEM 460.1103 CONSTRUCTION STAKING TRAFFIC CONTROL (PROJECT) DENSE GRADED BASE COURSE, SHOULDERS HMA PAVEMENT TYPE E3• ASPHALT MATERIAL, PLANT MIX PAVEMENT STATION TO STATION LOCATION Ll- STATION TO STATION LOCATION LL STATION TO STATION LOCATION TONS REMARKS STATION TO STATION LOCATION TONS REMARKS CTH A CTH A CTH A CTH A STA. 10+00 - 111+96 CL 10,196 STA. 10+00 - 111+96 CL 1 STA. 10+00 - 111+96 RT./LT. 1,892 SHOULDERS STA. 10+00 - 111+96 CL 7,320 MAINLINE PAVEMENT QUANTITIES INCLUDES ASPHALTIC MATERIALS PG. 58-28 PROJECT TOTAL 10,196 L.F. PROJECT TOTAL 1 L.S. PROJECT TOTAL 1,892 TON PROJECT TOTAL 7,320 TON 175 T 120 L 80 40 175 T 120 L 40 80 LEFT 0.065 LEFT 0.065 0,06 0.06 0.04 0.04 0.02 0.02 CA CA -0.02 -0.02 -0.04 -0.04 -0.06 -0.06 R -. -. i OLO D to to Obi N M M M V) N h 0 a M F N CURVE #1 Dc = 7-00'-00" r L6 O n rn rn o F 0 N N ~ N a 160 T 160 T 90 L 60 30 30 60 0.06 -RIGHT 0.05 RIGHT 0. 0.06 0.04 0.04 0.02 0.02 CA CA -0.02 _ -0.02 -0.04 -0.04 -0.06 O LEFT -0.05 LEFT -0.05 -0.06 n N N N m (() N N to M tod+' + n + + 0 0 0 0 0 no o 0 0 CURVE #3 N Dc = 7'-50'-55" 200 T 120 L 80 40 0.08 RIGHT 0.054 0.04 0.02 CA -0.02 -0.04 -0.06 LEFT -0.054 n M O N V) ((D (+D n n r r n nFF N (L 170 T 69 L 46 1.23 CURVE #2 Dc = 3'-00'-00" 200 T 120 L 40 80 PICIPT 0.06 0.04 0.02 CA -0.02 -0.04 LEFT -0.054 -0.08 n h + + o � (D i 0)0)01 T N N 0~. 170 T 69 L 23 46 0.06 0.06 0.04 1 M n 69S MR 0.04 0.02 0.02 CA CA 02 of ur _n noF -0.02 -0.04 -0.04 _n nR -0.06 rn d- co 00 + o + a U a M O d co O � d d CURVE #4 Dc = 3'-49'-11" S GENERAL.NQTES —, _-- zoozoo' (TYPE 100' (TYPE 82) NE - R2 MOIL TAPER ( i I iji THIS CONTROL LINE IS ESTABLISHED BY A 10.1 TAPER EXTENDED FROM THE BACK OF THE CURB END LOCATED ` FARTHEST FROM THE THROUGH HIGHWAY. TYPE "BP' AND ' B2" DESIGNS MAY BE USED INTERCHANGEABLY IN COMBINATION OR SEPARATELY FOR ANY ONE COMPLETE INTERSECTION DEPENDING UPON INTERSECTION ANGLE AND SURFACING OF EACH APPROACH ROADWAY. 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 PAYING 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, ® EXISTING SURFACE * CONCRETE CURB >f< .GUTTER 36". TAPER CURB HEIGHT W . SHOULDER WIDTH 0" TO 6" IN 10'-0" LENGTH AT ENDS OF CURB k GUTTER OR S,MN SECTIONS, WHEN SPECIFIED ELSEWHERE IN THE .CONTRACT, PROVIDE CURB OPENING AND FLUME. Ql IO' TYPICAL RADII DW-NSIORS FOR TYPES 1 TA O.2 12' (TYPE BD 'Of","BZ". "C" AND '0' INTERSECTIONS 10, 12' (TYPE 02) Ei(CEPT ON RESURFACING PROJECTS WHERE A 10' WIDTH MAY BE USED WHEN SPECIFIED IN THE CONTRACT OR DIRECTED BY THE ENGINEER. 4 GENERAL.NQTES —, _-- zoozoo' (TYPE 100' (TYPE 82) NE - R2 MOIL TAPER ( i I iji THIS CONTROL LINE IS ESTABLISHED BY A 10.1 TAPER EXTENDED FROM THE BACK OF THE CURB END LOCATED ` FARTHEST FROM THE THROUGH HIGHWAY. TYPE "BP' AND ' B2" DESIGNS MAY BE USED INTERCHANGEABLY IN COMBINATION OR SEPARATELY FOR ANY ONE COMPLETE INTERSECTION DEPENDING UPON INTERSECTION ANGLE AND SURFACING OF EACH APPROACH ROADWAY. 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 PAYING 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, ® EXISTING SURFACE * CONCRETE CURB >f< .GUTTER 36". TAPER CURB HEIGHT W . SHOULDER WIDTH 0" TO 6" IN 10'-0" LENGTH AT ENDS OF CURB k GUTTER OR S,MN SECTIONS, WHEN SPECIFIED ELSEWHERE IN THE .CONTRACT, PROVIDE CURB OPENING AND FLUME. Ql IO' TYPICAL RADII DW-NSIORS FOR TYPES 1 TA O.2 12' (TYPE BD 'Of","BZ". "C" AND '0' INTERSECTIONS 10, 12' (TYPE 02) Ei(CEPT ON RESURFACING PROJECTS WHERE A 10' WIDTH MAY BE USED WHEN SPECIFIED IN THE CONTRACT OR DIRECTED BY THE ENGINEER. 4 Rt R2 65-T6 35 TO TI-80 40 TO. Bi=SO 40 60 9t-100 50 55 101-W 60 9 THIS CONTROL LIE IS ESTABLISHED BY 11 10:1 TAPER EXTENDED FROM THE P.C. LOCATED FARTHEST FROM THROUGH HIGHWAY. TYPE "C" IOW THROUGH HIGHWAY _ O W W r— Fr THROUGHlow 15W t'---- HIGHWAY 15, I iI �' O SHOULDER* t W = SHOULDER WIDTH WLANE IDTH BYPASS 7' (C PAVED) RZ ! O OP. 5 MW, I i _, NOTE; ;O:t TAPER t TYPE "0" INTERSECTION IS PAVED I ( A TYPE "C, INTERSECTION WITH CURB &CUTTER SECTION A -A THIS CONTROL LINE IS ESTABLISHED (SHOWING BYPASS LANE AND SHOULDER) BY A VI TAPER EXTENDED FROM THE BACK OF THE CURB END LOCATED FARTHEST FROM THE THROUGH HIGHWAY, TYPE „D„ 325' too, 3 2 _ ISO' ZIT' IV r•i:;;'. i /: �� .r.Ji i'r t i ,' ;r /, r /i Jt J / /!r' J ri-^ f: i �� / r._� ....- �• _.� _.-. J" ' 'J "i J: /': ii ff' LANE WIDTH _ THROUGH HIGHWAY WIDTH - - - - -- LANE t BYPASS LANE--._.'-.,__ U3 THIS DIMENSION IS 14-FOOT OF PC CONCRETE PAVEMENT / WHEN MAINLINE IS PC CONCRETE PAVEMENT. SEE SOD 13 C 16-1 FOR PC CONCRETE CONSTRUCTION JOINT LOCATION. l 4O THIS DIMENSION IS 13-FOOT OF PC CONCRETE PAVEMENT WHEN MAINLINE 15 PC CONCRETE PAVEMENT. TEE INTERSECTION BYPASS LANE DETAIL INTERSECTION, TYPES '81','B2'.'C' AND 'D' AND TEE INTERSECTION BYPASS LANE STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION STA 10♦00 BEGIN CONSTRUCTION NOTE SAWCUT (BY OTHERS) MATCH EXISTING GRADE STA. 12+50 LT. EXISTING P.E. BIT. SAWCUT (BY OTHERS) AND MATGCH AT 33' LT. 0 o `& J STA. 25+60 LT. EXISTING F.E. AGG. I I I I I I .�I I NOTE: BLEND CRUSHED AGGREGATE SHOULDERING MATERIAL AT ALL AGGREGATE PRIVATE ENTRANCES AND FIELD ENTRANCES TO MATCH EXISTING GRADE CIRCULAR #1 Da = 07'00'00.0" Dc = 07'00'15.7" T = 247.49 FT R = 818.51 FT L = 480.67 FT CL = 473.79 FT E = 36.60 FT M = 35.03 PI Sta = 16+42.55 SE = 6.5% O 6 STA, 16+20 RT. EXISTING F.E. AGG. STA. 41+75 LT. STA. 44+10 LT. EXISTING P.E. BIT. EXISTING ((P.E. BIT. SAW\ ANDCMATCHY T 33 SST. - - - - - - - - - - - - - - - - - -------------------__��--- A .A.. A A A O N A O O O STA. 43+00 RT. EXISTING P.E. CONCRETE MATCH EXISTING 0 50' 100' 150' 0 i STATE PROJECT NUMBER SHEET NO. 8944-05-78 6 OF 8 ALIGNMENT OF CENTERLINE C.T.H. "A" FROM CTH "U" TO OLD MILL RD. q Q NOTE: STA. 37+95 - 43+05 LT. 1 NEWLY CONSTRUCTED (2006) TYPE Bi INTERSECTION SAWCUT(BY AT 16' � STA. 32+80 LT. OTHERS AND MATCH EXISTING BITUMINOUS LT. O� EXISTING F.E. AGG. I W \\\ / c- N W A N Owf V W O O \ O \\ /� ---------------------------_-- Q \\ / I I 1 NOTE: STA. 35+50 - 40+60 RT. NEWLY ONSTRUCT D (2006) TYPE 61 INTERSECTION I I SAWCUT BY OTHERS AND MATCH EXISTING BITUMINOUS AT 16' RT. I 1 STA. 32+80 RT. EXISTING P.E. AGG. U q O STA. 47+05 LT. EXISTING P.E. BIT. STA. 51 +40 LT. \ EXISTING TOWN ROAD BIT. �1 1 STA. 53+40 LT. SAWCUT iBY OTHERS) AND MATCCH AT 33' LT. SAWCUT (TO OTHERS) jr4 1 S EXISTING P.E. AGG. AND MAT H AT 60' T. ( G L II OAi V OAO V cAp O � N O V 1 A N O O O O O O O O O O STA. 51 +95 RT. EXISTING F.E. AGG. NET LENGTH OF CENTERLINE STA. 10+00 TO STA. 55+00 = 4500.00 LIN. FT, NOTE: BLEND CRUSHED AGGREGATE SHOULDERING MATERIAL AT ALL AGGREGATE PRIVATE ENTRANCES AND FIELD ENTRANCES TO MATCH EXISTING GRADE I Si -A. 60+90 RT. STA. 56+30 RT. EXISTING TOWN ROAD BIT, \ �i TYPE C INTERS EXISTING P.E. AGG. ECTION 1 1 SAWCUT (BY OTHERS AND MATCH AT 50' I �I q STA. 73+85 LT. EXISTING BIT. ENTRANCE NDHSCAMATA50T. 1 \ V \ i O 1 � R V O+ STA. 76+90 RT. + EXISTING F.E. AGG. o V y STA. 90+70 LT. \ EXISTING BIT. ENTRANCE SAWCUT C(8Y OTHERS) AND MAT H AT 40' T. CIRCULAR #2 Da = 03'00'00" Dc = 03'00'01" T = 990.3125 FT R = 1909,8590 FT L = 1827.1954 FT CL = 1758.3031 FT E = 241.4848 FT M = 214.3785 Pl- Sta = 86+50.69- SE = 5.4% W STATE PROJECT NUMBER SHEET NO. 8944-05-78 7 OF 8 ALIGNMENT OF CENTERLINE C.T.H. "A" FROM CTH "U" TO OLD MILL RD. NET LENGTH OF CENTERLINE STA, 55+00 TO STA. 100+00 = 4500.00 LIN, FT, i STA. 100+75 RT. EXISTING P.E. AGG, NOTE: BLEND CRUSHED AGGREGATE SHOULDERING MATERIAL AT ALL AGGREGATE PRIVATE ENTRANCES AND FIELD ENTRANCES TO MATCH EXISTING GRADE CIRCULAR #3 Da = 07'50'55" Dc = 07'51'18" T = 181.9997 FT R = 730.0000 FT L = 356.7270 FT CL = 353.1882 FT STA. 105+35 LT. E = 22.3456 FT EXISTING BIT, ENTRANCE M = 21.6819 SAWCUT (BY OTHERS) PI Sta = 105+70.70 AND MAT cc H AT 33' T. SE = 5.0% / I o g � V � STA. 105+85 RT, EXISTING P.E. AGO. CIRCULAR #4 Da = 03'49'11" Dc = 03'49'14" T = 49.4777 FT R = 1500,0000 FT L = 98,9195 FT CL = 98.9016 FT E = 0.8158 FT M = 0.8153 PI Sta = 111+36.97 SE = 2.5% STA. 109+90 LT. EXISTING BIT. ENTRANCE STA, 108+60 LT. SAWCUT ?Y OTHERS) EXISTING BIT. ENTRANCE AND MAT H AT 33 T. SAWCUT (BY OTHERS N AND MAT H AT 3.3 T. q STA. 107+30 LT. ��o EXISTING BIT. ENTRANCE SAWCUT (BY OTHERS) erg' AND MAT H AT 33 T. / } STA. 111+40 RT. . `o� VI o $ , EXISTING P.E. BIT. o STA. 110+70 RT. EXISTING P.E. AGO. u o P C A W STATE PROJECT NUMBER SHEET NO. 8944-05-78 8 OF 8 ALIGNMENT OF CENTERLINE C.T.H. "A" FROM CTH "U" TO OLD MILL RD. STA 111 ♦96 END CONSTRUCTION NOTEi SAWCUT (BY OTHERS) MATCH EXISTING GRADE NET LENGTH OF CENTERLINE STA, 100+00 TO STA, 111+96 = 1196.00 LIN, FT,