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Home My WebLink About2010 C.pdfINDEX OF SHEETS SHEET N0. 1 TITLE SHEET N0. 2 TYPICAL SECTIONS SHEET N0. 3 STANDARD ABBREVIATIONS ANO QUANTITIES SHEET NO. X—X INTERSECTION RECONSTRUCT SHEET NO. 4-7 EROSION CONTROL PLAN SHEET N0. 8-16 PLAN AND PROFILE SHEET N0. 17-38 CROSS SECTIONS TOTAL SHEETS = 38 I��1��I��\Tj��i A.D.T, 20I0 = 3400 A,D,T. 2030 = 4500 D.H,V, 2030 = 670 D, Z030 = 50/50 V, = 45 MPH ESAL. _ COMBUSTIBLE FLUIDS (UNDER PRESSURE) UNDER GROUND UTILITIES GAS ELECTRIC TELEPHONE SERVICE PEDESTAL CABLE MARKER POWER POLE TELEPHONE '� '• � MARSH WOODED AREA RIGHT—OF—WAY MARKERS OVER HEAD LINES FENCE .LINE COUNTY LINE E T 1P U �ilY, �. � s- I �� O.H. CORPORATE LIMITS ///////////// PROPERTY LINE • LOT LINE — — LIMITED HIGHWAY EASEMENT EXISTING RIGHT OF WAY — — NEW RIGHT OF WAY REFERENCE LINE SLOPE INTERCEPT ORIGINAL GROUND PROFILE �"'-- EXISTING ROADWAY OR PRIVATE ENT. — — — CULVERT IN PLACE � _ � CULVERT REQUIRED O � CULVERT REQUIRED PROFILE Q ❑ STA. 10+00 • � � � � � � � 1 , • • • --• -��, R-18-W END CONSTRUCTION PROJECT T❑TAL NET LENGTH ❑F CENTERLINE = 2,177 MI, C❑❑RDINATES ❑N THIS PLAN ARE REFERENCED T❑ ST, CR❑IX COUNTY C❑❑RDINATE SYSTEM PROJECT DESCRIPTION NUMBERSHEEI 1 38 CTH "C" (90th St. - APPLE RIVER BRIDGE) CONSTRUCTION PROJECT NUMBER 7o.1oc1 YEAR OF CONSTRUCTION 2010 UTILITIES D{GGERS HOTLINE TELE. 1-800-242-8511 N.W. C❑MMUNICATIONS 116 HARRIMAN AVE, AMERY, WI 54001 TEL, C715> 268-7101 ATTN.. GREG CARDINAL WE ENERGY CWISC❑NSIN GAS CO3> 1921 8TH ST, SOUTH WISCDNSIN RAPIDS, WY 54494 TEI, C715) 421-7259 ATTN, TOM KRDSTAG XCEL ENERGY—AMERY OFFICE 801 KELLER AVE, SOUTH AMERY, WI 54001 TEL, C715> 268-3227 ATTN, VICKI BREAULT FR❑NTIER C❑MMUNICATI❑N 154 E. 2nd ST. P.D, BOX 446 NEW RICHMOND, WIS, 54017 TEL, (715> 243-7014 ATTN, TERRY DORR -31-N T❑WN ❑F STAR PRAIRIE 2118 C❑OK DR, SOMERSET, WIS, 54025 TEL, C715)-246-9878 ATTN. DDUG RIVARD, CHAIRMAN ST. CROIX COUNTY HWY. DPT. P.O. BOX 108 920 THIRD ST. HAMMOND, W1S. 54015 TEL. (715—796-2227 ATTN. TI RAMBERG, HWY. COMMISSIONER rl:� ST. CROIX COUNTY HIGHWAY DEPARTMENT PREPARED BY SURVEYOR FRANGIS W. B FSKA K RLS DESIGNER JEFFREY S. DURKEE P.E. DRAFTED BY TODD A. REHNELT CHECKED BY TIM RAMBERG COU TY HWY. COMMISSIONER U c� N EXISTING R/W VARIES —EXISTING 10' VARIES �-EXISTING 92' �ANE�-. DRI NG LA GRAV. SHLDR. BEGIN WIDENING AT I '6F EXISTING PAVEI POINT REFERRED 12't LT. AND RT. TO ON PROFILE I I I 0.02' , I 40000-----0""------- CAGED TOPSOIL &MULCH SEED &FERTILIZER 0.02' EXISTING R/W i 4' TOPSOIL SEED, MULCH & FERTILIZER ORIGINAL GROUND �12" GRANULAR SUBBASE L-MINIMUM 6" BELOW SUBBASE 8" BASE AGGREGATE DENSE (1 1/4" OR 3/40) '-3" ASPHALTIC E1 PAVEMENT PULVERIZE AND RELAY EXISTING BASE AND PAVEMENT TYPICAL FINISHED WIDENING SECTION CTH C STA. 10+00 - 122+00 VARIABLE 12' MIN. 24' MAX. — 2.1' 0.02/FT. 0.02'/FT. 6" CRUSHED AGG. BASE NOTE: 2" ASPHALTIC CONCRETE PAVEMENT, TYPE MV ON EXISTING PAVED DRNEWAYS ONLY. USE 6" TOTAL DEPTH CRUSHED AGGREGATE ON EXISTING CRUSHED AGGREGATE TYPICAL SECTION FOR PRIVATE DRIVES AND FIELD ENTRANCES SEED 6c FERTILZER 12't FROM EXISTING BIT % 7'TOP OF AGG. IN 1' E*EEEEEEE12.1' TOE OF SAND/TOP OF SUBGRADE TYPICAL FlNISHEO WIDENING DEMENSIONS CTH C 22" •1'R - 3/4'/FT SLOPE 161 MIN TYPES J CONCRETE CURB & GUTTER 30" ADJ. AGG. AH. ASPH. AVG. A.D.T. BEG. B.A. BK. B/W BIT. C.B. C, C, C/L C.E. 0 CONC. CONST CO. C.T.H. C.Y. or C.P. D. E.A. EA. E. E. E.B. EBS. ELEC. L. or E.P. EXIST, F.E. F/W FT. G. G.V. HOR. HYD. INL. I.D. INV. I.P. LB. L.. L.F. or LT. MAX. M.H. MI. M.L. or MIN. N. QTY. CU. YD. ELEV. QQ ADJUST AGGREGATE AHEAD ASPHALT AVERAGE AVERAGE DAILY TRAFFIC BEGIN BEGIN ABRUPT BACK BACK OF SIDEWALK BITUMINOUS CONTROL CABINET CENTER LINE COMMERCIAL ENTRANCE CENTRAL ANGLE OR DELTA CONCRETE CONSTRUCTION COUNTY COUNTY TRUNK HIGHWAY CUBIC YARD CULVERT PIPE DEGREE OF CURVE END ABRUPT EACH EAST OR EAST PROJECT COORDINATE ELECTRICAL LINE EASTBOUND EXCAVATION BELOW SUBGRADE ELECTRICAL ELEVATION ELECTRICAL POLE EXISTING FlELD ENTRANCE FRONT OF SIDEWALK FOOT GAS GAS VALVE HORIZONTAL FlRE HYDRANT INLET INSIDE DIAMETER INVERT (ELEVATION) ON PIPE OR PIN POUND LENGTH (OF CURVE) LINEAR FOOT LEFT MAXIMUM MANHOLE MILE MATCH LINE MINMUM NORTH OR NORTH PROJECT QUANTITY COORDIATE 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 ft/W RIGHT—OF—WAY RD. ROAD SAN. SANITARY SEWER STA. 10+00 — 124+9B SW. SIDEWALK OF SOUTHWEST LOAD SPREAD (WIDENING) s. SOUTH MATERIAL YARDAGE SUMMARY S.B. SORTHBOUND STA. 10+00 — 124+96 SB. SIGNAL BASE 41000 C.Y. UNCLASSIFIED BORROW S.F. or SQ. FT. SQUARE FEET or SQ. YD. SQUARE YARD GRANULAR SAND PER SIDE 13,000 C•Y. GRANULAR SAND (TRUCKMEASURED) S.Y. ST. STREET 53 C.Y. per 100 Ft. or 0.53 C.Y. per 1 Ft. 7,200 C.Y. CRUSHED AGG. BASE(TRUCKMEASURED) S.D.D. STANDARD DETAIL DRAWINGS Tri axle (12 C.Y.) = 22.6 Ft. STH STATE TRUNK HIGHWAY 674 C.Y. CRUSHED AGG. (SHOULDERS) STA. STATION Quad axle 16 C.Y. = 30.2 Ft. SS STORM SEWER AGGREGATE BASE COURSE PER SIDE 7,700 TON ASPHALTIC BIT. PAVEMENT E1 S.E. SUPERELEVA11ON OR SOUTHEAST T. TANGENT OR TELEPHONE LINE 29 C.Y. per 100 Ft. or 0.29 C.Y. per 1 Ft. T.C.P. TEMPORARY CONSTRUCTION PERMIT TELEPHONE POLE TO axle 12 C.Y. = 41.4 Ft. CULVERT SCHEDULE T.P. T.L E. TEMPORARY LIMITED EASEMENT Quad axle 16 C.Y. = 55.2 Ft. STA. LOCATION LENGTH/SIZE END WALLS TN. TOWN TYP. TYPICAL 10+40 RTt, PRESERVE 18" CMP 2 REQ'D UNCL. UNCLASSIRED EXCAVATION U.S.G.S. UNITED STATES GEOLOGICAL SURVEY 13+50 LT. PRESERVE 18" CMP 2 REQ'D USH U.S. HIGHWAY VAR. VARIABLE 22+70 LT. PRESERVE 18" CMP 1 REQ'D WEST END V.C. VERTICAL CURVE (LENGTT) VERT. VERTICAL 28+20 LT. PRESERVE 18" CMP 2 REQ'D V.P.C. VERTICAL POINT OF CURVATURE 33+15 RT. 2 REQ'D V.P.I. VERTICAL POINT OF INTERSECTION 52'X18" CMP V.P.T. VERTICAL POINT OF TANGENCY 36+65 RT. PRESERVE 18" CMP 2 REQ'D W. WATERMAIN W. WEST 41+75 LT. PRESERVE 18" CMP 2 REQ'D W.B. WESTBOUND W.V. WATER VALVE 43+60 CA PRESERVE 60"ARCH CMP 2 REQ'D N.S.P. NORTHERN STATES POWER N.B. NORTHBOUND 49+10 C/L PRESERVE 30" CMP 1 REQ'D NORTH END N0. NUMBER 58+50 C/L PRESERVE 24" CMP 1 REQ'D SOUTH END N.E. NORTHEAST NOR. NORMAL 73+50 LT. PRESERVE 18" CMP 1 REQ'D EAST END N.W NORTHWEST PAVT. PAVEMENT 73+50 RT, 70'??X24" CMP 2 REQ'D P.E. PRIVATE ENTRANCE PB or P.B. PULL BOX 76+00 LT. 60'77X18* CMP 2 REQ'D P.C. POINT OF CURVATURE P.I. POINT OF INTERSECTION 85+60 RT. 26'X18" CMP 2 REQ'D P.T. POINT OF TANGENCY 101+87 CA 70'X24" CMP 2 REQ'D 112+90 LT. PRESERVE EXISTING CMP 1 REQ'D WEST END 113+75 C/L PRESERVE 24" CMP 2 REQ'D N.� WON Steven M Lemmage PROJECT NUMBER SHEET NO. Daniel R & Bambi G Singer Po Box 453 1988 Ct Rd C Morro Bay, Ca 93442 ff70.10C1(Widening) 8 OF 38Somerseyt, Wi 54025 64' LT. END C&G T M �i5ANESTCH EXISTING BIT. Donald W & Rose McVittyPLAN AND PROFILE \ 40' RAD. TO FLAG OF C&G 17+19t 84' LT. END C&G 2001 90th St LARGE COMMUNICATIONS BOX Somerset, W1 54025 BEt,MN WK)EH91G AND PAVE 16+49 24'LT. AT FLAG/BEGIN C&G ,A PPROpPOpSE ROW 0.028 AC. PARCEL 2 STA 10+00 10 128+00 STA 13+50 LT .BIT PEC PRESg t INj q { 15+74 BE IN TAPER Lq �F GG 60 Rt�+79024Fk AT FAG/BEGIN C&G SAWCUT PAVEMENT AT MATCHLINES AND ENDS 1 N 0 T"29MRT MATCH GRADE AT 25 .RT ___T --- -- _ ,: c 18+79 BEGIN FULL LANE/END TAPER "�y s T T L ' ' r-Lf L� 0 2' AGG. SHOULDERS (TYP. BOTH SIDES INT.) -- "p p_ o, — — 4 20+00 BEGIN TAPER 00 09 _ _ 4 R I "'� i ' _ _yi _ -- — -" '- _ _ _ 5, _ -, _ ` ' E)fIS11WG CENTERLINE ` _� mil 50 BOB T D \ A F� STA 17+04 (ri "� 14+04 BEGIN BYPASS LANE TAPER �\ \ r \ NMRMPT �w?�` 15+54 END TAPER/BEGIN FULL LAN ffYPE S2 INTERSECTION I BYPASS U1WE \ g• \ PM 2 AGG. SHOULDERS (TYP.) r \ Yr °� STA NO 17+20 RT AGG PE CMP REQUIRED \ y MATCH EXISTING AT 40' RT STA 15+50-20+50 60' RT 18 04 END FULL LANE/BEGIN TAPER r\ \ \ . -� PROPOSED ROW 0.055 AC. 0+29 END BYPASS LANE TAPER \ STA RT AGG, PARCEL #1 SLOPE ^' r \ ROW EWE I �S REND t AN SOON A 2 RT \ Rosemarie T & David F McCluskey Rosemarie T & David F McCluskey \ 5o \ MATCH GRADE AT 40' RT 1991 Ct Rd C 1991 Ct Rd C Somerset, Wi 54025 04 Somerset, WI 54025 �' \ \ \ CIRCULAR Do = 04VVOO.0" \ \ Do = 04'00'02.9" 550.77 / r� . NOTE: UTILITIES NOT SHOWN STA 22+70 RT AGG JOINT PE SCALES \ NOTE: OLD AND ABANDONED FENCES T0. BE CAUTION ON PLANS FIELD LOCATE PRIOR TO L = 562 C = 1028.16 �' ,, �C PRESERVE 5X1�7ING 18" �M P s INSTALL END SECTION WEST END 1" = Too' NOR REMOVED AND DISPOSED OF AT THE CONSTRUCTION E , 1o22a i M 95.43 MATCH GRADE AT 35 RT } 1" a 10 rER DISCRETION OF THE ENGINEER m SE = 8.5X PI Sta = 17+17,84 910 910 VPI STAI= 18+00. 905 VPI EL 901.75 905 PROPO iED CENI ERLINE g2 = 22x CURVE I EN = 400. K=10.24 900 900 895 o S g �. _— % _ 8 ___ W '2 'fi 895 _ ` a OroN E ISTING CFJ ITERLINE a cd $ m 80 OD 890 u~i m 2 % $ a e 2 < p n a �� 890 m = = N W g U U H J g $ ' `38ez 885 0; 885 < y G'i 880 g 880 875 875 870 870 r7 .— rn � a0 �`� - A 00 N d iq O 9 ao & co .- N 4t cD ^ co a0 to �i p O 1!! ^ 00 In �n N 00 M7 M rn p O) In 00 V7 N I� r) •r d rn O CO O) p r Cn CA N co M O .— t'') to A tD O CO O C M CA I'� ^ 17 ^ CV p 17 .— PI e� p O> 0o ao ao �j co °ag 0o a0 0 rn rn 0) rn 0 rn M rn 0 rn g4 rn Im rn 0) 01 rn rn rn rn M g� rn 00 °aS 0o ao 885 00 Boo a co 00 a 00 ao 00 o° 00 oo 00 di 00 00 ao 865 00 00 oD 00 a0 00 00 °o ao 00 00 ao 00 00 co 00 °o Marion A Moe 618 N 2nd St Dan P Crandall New Richmond, Wi 54017 ��' Som RdC . Somerset, , WI 54025 STA 284F20 LT AGG PE TYPE B2 INTERSECTION PR�S �EE%S�I�&'t1q'NS ATP30° LT 55° KnOtCEPT 50' ROW MATCH GRADE AT 334 LT / STA 28+85 =L T�Z--L AT— -1-�_• ram. �i T-L� T- _L� -_ 7_T- i-T1 T R t Tr Tf 'Tr =Tr = _--�v------w--- re- -io------cr -- a-- rn V --�— ---------�— 24— 8 $ 24 ---0n -- ' I^ R land & J n t R Belisle 2�01 Cty R� Somerset, WI 54025 scALEs: 1° = 100' HOR 1'=IV VER I J 1 T .-- a 75'Bfk t2�NE� 30' RAD. TO EDGE. Or 1 100 , BIT TAPER ®® °Fi s • 40� (150 to12 LANE) +� 6 TO EL&19 �� • \0° ROW 40' RAD. TO FLAG OF C G �`3 p®Ap 29+8E0X15BONS AGPE �2 MPRT 55' ROW > MATCHRADEAT 30 RT� 2 AGG. SHOULDERS (TYP. / UUA�ARDRAIEL, IINSTAELLOpWR_QfPR D�CUSS REMOWM WITH I CONS CT NEWAGUARDRAIL TO INST/�LLE50 EXISTING GUARDRAIL WRAP END BRIDG�RAIL ® AGG. �F1OULDERS (TYP.) Kevin H 8c Nancy A Lelle o� DGE OF TREELINE 2006 95th St MATCH TING BIT. AT, BRIDGE DECK Somerset, Wi 54025 2�01n C & Rdn�t R Belisle Somerset, WI 54025 NOTE: OLD AND ABANDONED FENCES TO BE REMOVED AND DISPOSED OF AT THE DISCRETION OF THE ENGINEER =•fi�fi�fi=fig - • �i PROFILE4 AND STA 36+65 LT AGG PE / NO CMP REQUIRED MATCH EXISTING AT 33' LT 40' RAD, TOGGG EDGE OF BIT. FO' RT± MATCH EXISTING BIT. S A p3�3�7+�15 RT 'N'�0STA11 529X18 CMP PLUS END SECTIONS, MMM TCH GRADE AT 60 RT z Marc William Ristow of 2009 95th St Somerset, Wi 54025 ——�------tea---- 33. T... T.. ®®® ®® 7 4W ROW SLOPE STA g36+6g5 RTNGAG•�Gg PE END SEffl" ON9 if 28 PRT MATCH GRADE AT 40' RT Dale C & Linda A Webb of 2013 Cty Rd C Somerset, Wi 54025 NOTE: UTILITIES NOT SHOWN ON PLANS Avrtox FIELD LOCATE PRIOR TO CONSTRUCTION VPI EL =884.20 0 0 0 PROPOSED C NTERLINE g2 = 0 38% o.38% 0.12% ✓�5 o ro o CURVE EN 300.0 K = 12 .78 es0 880 � 1- W 875 EXISTING CENTERU E /% u 1 S S 875 N } W F f 670 870 U U o COUNTY PROJECT NUMBER SHEET N0. o 70.10C1 (Widening) 10 OF 38 _ G p�0 o� a 5 Gregqory E Johnson c� Theodore J & Jeanne C Germain PLAN AND PROFILE G< 2016 Cty Rd C ,, 2026 Ct Rd C Somerset, WI w•"" 54025 `N den Somerse, WI 54025 LU �° 51 0 I= Michael G & Katie J Stock \ ill zi G Get o cn Po Box 89 New Richmond, \ ° e w = Wi 54017 • Jeonp STA E41y+7p5 LLT� AGGPEPpE ANDSEND SECTIONS PR S44+151LNAGG"PE \ G 2�21 \ STA 49+40 LT BIT PE adze MODIFIED 37t40 LT TYPE C A7"27MLT MATCH GRADE AT 3D LT EE AND ggRRRRRRvyyyVVEEEEEE c g CMp E g L IONS AT 37 LT NO CMP REQUIRED eo G'�`! \ MATCH EXISTING AT 40' LT 0I 6 e'Lv `?r NiERCEPT iliA SSIFINAPPEE DRCH TO DRABI/ .YK MATCH RADE AT 35' LT \ ( Z4 �e�5 MIiERIPT TO EAST AA . _. _ 7 s � — 706 IIIIIIII IIIIIIIb �i �.Tf .7 7-7— T _ T. ,NRRSN T — T—*,: .. .. T N T ... T ... T . T , .-'•'? _ 7 �_ T T __ •�_•T• .T .T.—.T.—.T.-i-e-.T.-..—.7.__.. T._..._.T._._�T._—.T...�., we .T. .T.,_•T•__•T• _•T•_.,�•T...._.T.��.IT.-.-.7.-.-.-.T.-.._.T..'..-.T..��.T.. ... .. p . .. •T—T _ E_ s 0 2LANE) 1 lam" _ T-.-�T--Ti—'T_�i_•' —T T..�-T T T 40' RAD. TO EDGE OF BIT. STA RT AGG ST 49+10 C LNG �C7i0NS2' W0'SLaPE 50' RAD. TO EDGE OF BIT. I �' 110w STA 43+60 C/L MP RE 3p" CMP JE NO CMP REQUIRED rjp AGG. SHOULDERS (TYP.) Y It �— 60" DIA ARCH (71"X47� CMP MATCH EXISTING AT 50' NORTH END. LACE RIPRAP U. n STA 42+75 RT AGG Scott A Sutherland PE PRESERVE DURING WIDENING K STABlLI AROUND o I(A DISCUSS ABANDONMENT 2013 Nighthawk Dr LANDOWNER, AS LOT IS WITH ADD END SECTIONS SERVED UTH END, c Somerset, WI 540 5 BY NIGHTHAWK DR. .z w• 100' RTt MATCH EXISTING BIT. ' �o Richard Minor Z' Charles H & Dolores S Bor strom g o� So WI 2033 Cty Rd CBox Deborah R Swanson I I o�� errset, 54025 Somerset, WI 54025 8011 39th St N Lake Elmo, Mn 55042 NOTE: UTILITIES NOT SHOWN ON PLANS SCALM NOTE: OLD AND ABANDONED FENCES TO BE etrrtox FIELD LOCATE PRIOR TO t' = too' NOR REMOVED AND DISPOSED OF AT THE CONSTRUCTION 1" = 10' VER DISCRETION OF THE ENGINEER 895 895 890 VP1 STA = 40+00.0 890 VP1 Et gi = ° 2X o 0 g2 = .40X CURVE IEN= 200.0 PROPOSED CENTERLINE 885 °'1 = 13.58 N ao fo o .f 885 ___— �— _— W m + no C lox g N N G1 880 --v23 880 Id 23 875 va"-i N N u n a3sX 875 + _ 60" ARCH CMP 9 ADD ENE, SECTION'S N V N STA = 471,75.00 870 N d i EL = a7ato EXI NG CEN RUNE 870 g Z= 0.38X C JRVE LEN = 350.00 30" CMP K = 170.90 ADD NORTH END SECTION 885 RIPR P OVER SOUTH END 865 860 860 855 855 ♦ Co N NN V) Nt7 Np M NtA 000N r)) O O to O � p N rn N S tN g� N ^ t0 O Obi fo cN0 0 N r r- A �� to .�. 850 ao 0 00 00 0 � R i 0 00 00 � � � � � � � 00 � 00 Co 00 00 COUNTY PROJECT NUMBER SHEET NO. 70.1OC1 (Widening) 11 OF 38 Paul M & Felicia A Germain PLAN AND PROFILE Jeffrey 0 Germain 2034 Cty Rd C Z� 2030 Cty Rd C Somerset, Wi 54025 ' _ Z' o. Somerset, Wi 54025 c; R o Margie A Bor strom John 0 & Mar 9 9 Guy J& Michelle A Perry J• J 2040 Cty Rd C Somerset, Wi 54025 2042 Cty Rd C Richard Jay & Marta 2042 A Cty Rd C A Caldwell Somerse t 54025 Vi STA 53+30 LT BIT PE , Somerset, Wi 54025 NO CMP REQUIRED STA 56+90 LT AGG PE STA 63+15 LT AGG PE MATCH EXISTING AT 40' LT ! NO CMP REQUIRED STA 61+15 LT AGG PE NO CMP REQUIRED MATCH EXISTING AT 35' LT NO CMP REQUIRED IN ROW + MATCH EXISTING AT 4D' LT MATCH EXISTING AT 40' LT -- NtI T D4IERCEPI T�AtA/A I cpjm E_ P `A��► p/A L�. f 44 W 17 p/p A e ® _ _ r ! s ^"_w""k 7 7. T T—T 1�Cp/ _ _ T T — T �A• T _ T ®- _� _ �..... �. T T s.... s. Tip-+-�T j . .. . . . . ... ... s ......... .. . .... ..... . .. .. • .. .. ... .. .. .. ..... ... .?, ..�� . .. .... _. .� T smmv ■—x—x—v—%_x_.e—_%.-_.%_ s �.-•,T T T - T T.�--rT T - T � T — T j T T T _ _ x_ -I- T = T —� -- ,= T � T TY T — T� T T T s T —T- T—T—T—T—T— —T—T—�T—T AFO 'i 40' ROW / STA 56+50 RT AGG PE I 40' ROW PE SLO SLOPE NO CMP REQUIRED I ' MATCH EXISTING AT 40' RT / Dougglas G Gilland 2032 100th St / Charles H & Dolores S Borgstrom ST 58+50 C L Charles H & Dolores S Bor Strom g Somerset, Wi 54025 2033 Cty Rd C R� E gx► I'N84nND 24" CM i0N ta Z. 2033 Cty Rd C WI Z o/ Somerset, Wi 54025 SSOO�UT END, PpL7A�CpEN RJR 0• c, Somerset, Wi 54025 � 0 rSol N J of �l TOP OF END. _ NOTE: UTILITIES NOT SHOWN SCALE& 1" = 10V HOR NOTE. OLD AND ABANDONED FENCES TO BE ON PLANS 1• = 1V VER REMOVED AND DISPOSED OF AT THE FIELD LOCATE PRIOR TO DISCRETION OF THE ENGINEER CONSTRUCTION 890 890 885 885 880 880 00C ox 00 2X 875 0.38 --- — -- — ----- ---- --- __ -0.1z 875 o WI STA : 55+00. o ----- —_ — -- _ 0. 6z 0.11X ---- ---- --- $ n VPI EL 876.07 + $ $ ---Mr. — -- ----- o A $ �' 870 A °p A A A m y C0 in �` 604 870 la-J to Nd m m n n P A to g w �24„ a A d A II A < co J � A d CM 885 ADD SO TH END SECTIO " m 885 880 880 855 855 850 850 NN R Ipr7 aUC1 aTO 1� 6000 (� S00 Oa�o S� 1� AAee�� O0i p 8� �N �0000100A 1^� re� M aN nI ^�W 1� SN 00 C 901^!j p00 1�1M 1�� tC) 1~ 1!3 tri Aljr to mi� Ui is to m 6 1 Co rn 11 to 46 vi mo m co mto 0 V) Us tri Id4 �Y h� I7 rr M� M M^3 M Nh� r7 "I r4i Af � tM MS � t�i M� t7 �j t7 pi � �r7 � � � d � 4 84A.i �D a0 W o0 10E0 � oo Oo W or0 � 0000 6 orD � 0r0 1 0�0 or0 W 0r0 0r0 or0 W � 0~0 W � So Oro W or0 or0 ah0 � Or0 W 000 000 000 q 000 Co p Co 845 COUNTY PROJECT NUMBER SHEET NO. 0 70.10C1 (Widening) 12 OF 38 Michael J Calkins PLAN AND PROFILE 2046 A Cat Rd C Martha A & Vladimir V Bydzovsky Jr Somerset, 1Ni 54025 2052 Cook Dr a�g Somerset, Wi 54025 MODIFIED TYPE "C to ' STA 73+50 LT AGG PE NIBRSEMM 46 v 2PR8gSEW pp��I INg B" CUP SECONS FAST Z Jeffrey C Dawson � i' a, m c� m p Timothyy J & o: 2044 Rd ADD END Julie A Germain MATCH GRADE AT 35 C END LT ° PROPOSED ROW 0.010 AC. 2053 Cook Dr Somerset, VA 54025 % �. g• Richard Vetterkind �; �� m Ct o p 33' 80 Tf M ROw TCH EXISTING BIT. �. ` 2042 B Ctyy� Rd C E '� Somerset, Wi 54025 Rental Beasts p /je RELEASE ROW RIGHTS 2— 2' LA/ C• S n sawNO, ! 0.042 AC. STA 76+00 COOK DR. LT o� Somerset, Wi 54025 450 Timberlone Or i 4 REMOVE p�5Tt g• pMP "' ' W Somerset, IY 54025 INSTALL 80'X1 AND END SECTION EXISi1�Ki< C L = MOVE PIPE TO NORTH TO D HY%p AS NEEDED STA 68+50 L AGG PE ' _ _ P/P �,,."..e�r T gQ'BIT,TA LET NO CM REQUIRED , T r --- r . . ............ 0 A 75'to12 lA / / ' ' ' ' 'aft, _ MATCH EXISTING T 30' LT r _ — _ _ 2' AGC�. SHOULDERS (TYPI A 66"1 LT BIT PE ®��T �''' _ --''-v- _ , `� -- _ P 0 RAD. TO EDGEOF BIT. RMTOATCH CMP REQUIRED®T EXISI►NG AT 35' LT P /P _— T ? • ' - r —" -- '' -- -- -- " _ 24, —'�"' — �— a -� -ci 24_ --� y 50'BIT APE SLOPE T NIEfiCEPT J r -a- gi _ _ / (Z5'to12 LANE�4 r _ - i W Illy _ s r r —� .► "'r • ' ' —� _ --� "'� -� y.6 r r to MI as 8 r•. \ w r\r at �r--r t J 50'PROP06ED ROW -- ` \ \ \�\ i r -" — —' wavown� 1 � �� "" T (150'toi12'IANE) PROPOSED ROW p.01 r i 'r • \ ` p /p • -- _ „ ��, �r a, 45' RAD. TO FLAG OF C&G PARCEL #4 � • . Q *ter �' A_`- ! offlor��_ "'� �- �" "' ", �_ �r---r -�� _ `rPROPOSED ROW 0.059 AC. � // 100' RTt MATCH EXISTIL BIT 2-15 L«<9�///�ii"NN„'ES 2 C&G AGG.' SHOULDERS RAD. TO (TYPE) '' .MEMO, ` ` �\ \ \'��3 " r Mao = . • • ..�. r PARCEL #3 / �r �`�\�� r t STA 73+50 100th St. RT / 1YPE 82 IWMECnON _ r ROW pp�� gg �p , R / o \�\\rr� \ 5s TraCl StUm0 ANIL 70'X24 A�D END SECTION CIRCULAR ' 2036 100th St MOVE PIPE TO SOUTH AS NEEDED Ta Frr I / E / Do = 05V0'00.0" \Ii•SLOPE \ ' • .� Somerset, Wi 54025 Do = 05"00•os.7" / T = 302.95 z / R = 1145,92 L = 592.34 Wiodb Partners Up � NOTE: UTILITIES NOT SHOWN ! E = 585.77 s i 2335 W Hwy 36 SLOPES NOTE: OLD AND ABANDONED FENCES TO BE ON PLANS etrrcox M = St Paul Mn 55113 �« sOALEs FIELD LOCATE PRIOR TO S= SI ROh• 1" = 100' HOR REMOVED AND DISPOSED OF AT THE CONSTRUCTION 73+ P� Stu = 73+El5.3s 1" = 10' VER DISCRETION OF THE ENGINEER 900 900 895 895 890 890 885 MEMO EMEMI W5 Z.tex - 8 — a 880 PROPOSED CENTERLINEEMEMEEMI p 4 W0 8 r. B t~Ed 875 0.299G —-- --- ---- _---- —_-- CS < " 875 — 8� in M ---- --- — — — — EXI ING CE RUNE m 870 a n - - 870 885 885 880 880 apca Od 00 O *N a�co N N.— M to ^� 00 M100 r 00 Ar *ao 0 °a�i0p P7 No I� �pc0 t0 S.— r qcp CO QN 00 O � ��n CO .=r1 iQ �� 0 r �� t�n M r-ao O � �ao r to M�00 N¢ MIMME: 1� N0 P q � co c0 t�.— 00 �o te�o N c0 46 vW VW .— ro 1�. 1�. 1N 1W. 1ST 1. 1� 1a.D 1t�V 1� �r 1a`�i r 00 �00 a oO aA rook, 00 855aDa1114 SDI $ o ipm �D o SoorO So o 6oro Sao �`a0ro Soo aDr 00 iDr aor 00 aor 00 00 Wr a0 a7 ao oO a°S°j a0 aO a�00 ao ai°° �00 ao 00 o3°pW5 ao aDarD aoarI'M0 ao0r0 aooro OD ao aDr COUNTY PROJECT NUMBER SHEET NO. 70.1OC1 (Widening) 13 OF 38 Larue W & Rosemarie E Palmer Sal Properties Lic Heintz Real Estate Llc 2048 Cty Rd C 2137 4th St 2056 Cty Rd C PLAN AND PROFILE Somerset, WI 54025 White Bear Lake, Mn 55110 Daniel F Oswald Somerset, Wi 54025 Michael Haatvedt Keith A Baker 2050 Cty Rd C 2054 Cty Rd C 110' LTf MATCH EXISTING BIT. 2046b Cty Rd C Somerset, W1 54025 W. A 92+10 LT AGG PE7 Somerset, WI 54025 ZI Z1 Somerset, WI 54025 �,• z W z �� CMP REouIRED 93+54t 64' LT. END C&G [NO ��, 1 0: o: STA 85+00 LT BIT PE z Lal A 88+05 LT AGG PE o • TCH EXISTING AT 40 LT I 40 RAD. TO FLAG OF C&G STA 83+00 LT BIT PE �' NO CMP REQUIRED MATCH EXISTING AT 45' LT 9: 0 CMP REQUIRED AT 45' LT PROPOSE ROW 0.014 AC. I A 79+95 LT AGG PE NO CMP REQUIRED ATCH EXISTING ( SLOPE SLEPT PARCEL 7 I �i CMP REQUIRED INTERCEPT MATCH EXISTING AT 51 LT � � 93+14 24'LT. AT FLAG/BEGIN C&G i0 ATCH EXISTING AT 50' LT ( W ,' 2' AGG. SHOU DERS (Type) 1 I I� P/� =E [4� - ... P/P 92+54 B IN TAPER ..� .. 1. T-PED 6r P/P _ _ ee J _ P/P T-P D none - - -.�� T - r __ 7T'®�.� T f ' ' ' T r„r j .._.• —_ _�� -.- 7 -.- 7 _� T=T.?-r.T. T T T T — T — T -- T - T — T � T --' T m T ' `q!T_ —.— __ —_ —_ __ 7 _ 7 We Of WIN monsoon AWWWW"InI -----m-------------�-- Wow We= WIN, WIM - —�i �_ Memo�'-_ W — OWN WWII V Won MIN,I - --- �------8------------off — — i—----'-------�---- -$-- -- --�� -----$----- --- T_.....T fTo T•.is.•r__'T'_:•f_•j_� T__ T om: T To TAT —Y—'T.10 foeTT--,TT �-TT =Trfo=TT.— TT ITT =7T =iT— =TT =T1' = TT TT =Tf 1T— TT— T7_ WWWWW,T --Y--r--ry-v' _ t �_ T _� 'T ®e _" T T _ _ s _ ® a. s -- -- —_ 7 T T Div ws%o.a� N..-�K'alrl!•�!—%s_®A=1C 4� —�'_T—.—T�—T--7 T--T T 7 7p--p—T--T—T—T—T .►ems.-s%.�.e��- EXISTING CENTERLINE tU T--.7�—��T_T—_7_T—�T—•—T--T__T--T--T�—TAT--T 45 ROW PARCEL Ep5 ROW 0.097 AC. SLOPE 4W PR® 45' ROW 90+69 BEGIN BYPASS LANE TAPER ROW SLOPE STA 85+ EEXX61�0 RT tAggGG.CCMMFE R 26"X1TA�D 92+19 END TAPER/BEGIN FULL LAN STA 93+69 ENDPSECTIONS MOVE PIPE TO SOUTH AS NEEDED 2' AGGSHOULDERS (TYP.) E SECTION en &EITpr. ATN W Wiodb Partners Lip � W St P St Paul, Hwy 36 Mn 55113 5 CORNFIELD AT 50' FROM CA Wiodb Partners Lip 2335 W Hwy 36 St Paul, Mn 55113 NOTE: UTILITIES NOT SHOWN SCALES: NOTE: OLD AND ABANDONED FENCES TO BE suzzox ON PLANS FIELD LOCATE PRIOR TO 1" = 10V Nat REMOVED AND DISPOSED OF AT THE CONSTRUCTION 1" = 10' VER DISCRETION OF THE ENGINEER 915 915 I STA = ss F25.00 PR POSED C NTERLIN 910 I EL = 906 ss 910 gZ 0.15% emox 0*1 RVE LEN = 350.00 0.1 %We, -- - ---- We K = 136.70 Wee ----- ---- ---- — -- o - -- 905 -- -- ---- 905 _ — _— EXISTI G CENTEF UNEIWI +� five 00 1%Z 8 No n 900 -Wey719c W ro LZ a y Gi 900 Witt! $� $ F N d 895 n g g W5 /`$ y of W It II x — 8 W d 890 " " 890 sax ,—' I `n d 885 —'�� g 8 9 g 05 ' 880 We, 11 W 880 875 WIN off 875 O O N N U) IA 00 M M N 0) P m to N 1� O N �j U) O �/ 17 00 (� N 1� N M! Q I� ♦ I� S M N (D M 1� O lV .- O 00 1O 1�f Ili c� N ♦ C✓• I� M� in 00 d M M1 (D C 1� qI PI O� Mf O !7 O N O� N 00 K) .� .r 1� � 0� v tl� � O t ko p00 I� CD 00 O � p RV 11 U) III 1< A °'rnM O n d oMrMp 9 (0 N (01 L ^ 111 1\ ^ r � � ^ � 1\ 0 I\ 9 1 � �06 90 6 9 0a0 8000 00 00 00 ad o° 00 31000 rnrnrn 8 � rn rn rn870900 870 COUNTY PROJECT NUMBER NO. Town Of Star Prairie 70.1OC1 (Widening) ESHEET OF 38 2118 COOK DR. Somerset, Wi 54025 PLAN AND PROFILE 110' LTt MATCH EXISTING BIT. op ONMENE of • Roger L & Nancy P Olson Ary og AN �N E e2 INTERSEMW I Somerset, Wi 54025 BY H PASS LANE / Eric J Germain' .. 93+84t 84' LT. END C&G 2062 Cty Rd C ROuN � 60' RAD. TO FLAG OF C&G / Somerset, Wi 54025 SLOPE WtERCEPT E8 ROW 0.014 AC. / PARCES /' NOWNOW 94+44 24'LT, AT FLAG/BEGIN C&G \Now 2' AGG. SHOULDERS (TYP•) / /[STA 101+85 LT AGG PE � •► ® , -� �' \ 95+44 BEGIN FULL LANE/END TAPER MA CMP REQUIRED MATCH EXISTING AT 40' LT '� a r \ / /' ®®/ ` / a 96+50 \ . BEGIN TAPER SETAM 101E+87 C ®e / . • ' ' _ �-"' _ -- / 2L4 M •� ` ►y IN5TALLLL SKEW 70 CMP X24�RDD EJJDP SECTIONS ROW 40 RHF s "� *y+�I r "Ito\ \ INTERCEPr - r, /� -� 7 �N if wed 4 poo"' 'A NOW Nowtoggo, STA 93+69 �� r �"'� 002) '..!� t .— SIAPE \ r �" ` ommomoNo— x ` — — — — — �� , ��. TO LANDOWNER ABOUT 94+69 END FULL LANE/BEGIN TAPER \ \ ' ' ' `�_ o �. -� �x �,'��i7 ��T TALK r �� r\ \ _ -•o. --�---- _ �- � ,,� ".�-��' TST REMOVING OLD FENCE \ r\ � r '� 1�_ _ _------__.___ _ '-�"_� t�i �- z .--T' TAT FENCE IN POOR CONDITION CORNFIELD AT 50' FROM SLOPE \ r C L N' \ / r ' ' • • ... r • • ... �� '�-- - _ - -- _ t-- - oo . _ -" q ` - _- -- �.t a, i m — �4 t Roger L & Nancy P Olson Y r a •,�� ' . "� — — — — - `'' , "` • • . ' 9, .�3 � • i ` STA 103+50 RT AGG PE 2 0�1 Ct y R d C Wiodb Partners LIP CIRCULAR EXS7MMi CEI�TERLNE \ r\ �� N000, -r- NVO ' r._:_•"T'�_ •.. 'N '� �-� NO CMP REWIRED Somerset Wi 54025 2335 W H w y 36 oa = 05.56'47.9° r — r __ _ — — r_�T��T _� T �— T' T'— T �T= �T — T — T T T S T T A MATCH EXISTING AT 50' RT ' St Paul, Mn 55113 0� = 05'56'57.5" T = 421,03 96+94 END BYPASS �� LANE TAP �R r — — �- T ®— — �T� T "ONO T o - _ r _ T -- T i T -- T ry = R 963.5o St Croix County p ,A Law 793.68 C = 771.61 1101 Carmichael Rd a Q E`�` NOTE: UTILITIES NOT SHOWN SCALES: E = 87.97 Hudson, N 54016 6' o`�c STA 100+75 RT AGG PE NOTE: OLD AND ABANDONED FENCES TO BE ON PLANS A117zoN FIELD LOCATE PRIOR TO 1' = 100' HOR �80616.5X �opg`a�� REMOVED AND DISPOSED OF AT THE 1' = 10' VER SE PI Sta = 98+13.35 11111 5o NO EX STING AT 50' RT DISCRETION OF THE ENGINEER CONSTRUCTION 915 915 910 1PROPOSED CE ERLINE 12 910 0.30% -0 9% VPI EL 905.00 MMMMWIMMMQP wwwwo _ _ -0. 9% g1 = - .56% 8 Now, 905 g m o c — CURVE N= 300.0)o v 905 1 w 900 y `� < I' 8 I`- g 900 NIPPON, Not Qi id g m $ II w 895 `~^ d INSTALL 24" CMP o Nowfix c 895 INEW Otto AOL) Ntif END SECTION g a o n+w rn 890 < °° 890 AON NO tow g 885 VPI STA VPI EL 1 = 105+50. w 888.30 0 885 g1 = Not, 5633X g2 = vaggIOX EXIS ING CENTHRLINE*NggNwoJ CURVE IEN= 400.0 No K = 13.08 880 $75 875 NN��2 n�♦ � a � ♦d C8 9I� O z"d � � � u) 00 O 2� O 09 ln � �t A ID P0 ta0 N� r N ) N O CD pOi -1 g '0'0 rnrn rnrn $ rnM a 0rnrnrnrnrnrnOMrn0)rn870 003 00 too 00 W W W 00 8 2 02 212 870 o NOW COUNTY PROJECT NUMBER SHEET NO, Rogger G 11 Larson Rogger G 11 Larson 70.10C1 (Widening) 15 OF 38 STA 112+90 LT AGG PE 2072 Cty Rd C 2072 Cty Rd C 28SENTS IN WZST VND Somerset, Wi 54025 Somerset, Wi 54025 PLAN AND PROFILE MATCH GRADE AT 40 LT <o \�li1F 6O' ROW Ann iA Mob — 45 ROW — Roger L & Nancy P Olson ► -�� .. 000 now • 2061 Cty Rd C %__ %�-%- .. 0& " "' — — .. Somerset, Wi 54025 .. -�. , _--- "' _--_ -- — SLOPE Kn3tCEPr EXISTING CENTERLINE _-%---%--'% Sim _ -�""'" Mum _�-- �. I Larson o' ROW NitERCEP, j' _ - - e 207 2r Cty Rd C -- --�" �- — — MME ---7�7_-=T�- \ Somerset, Wi 54025 _ _- _ �rt--_ _ �,.% T + _IP _yQ ..-..�..•�Y ✓.L.�,,... __ t ' �— T ..-.•BOB►"'� -' �"' .. .. ..-�.+ _.� T --� • , .. •T.��T%- T T -- T T_-T_T_-T_ -_T__T_-T�-T-.-T_-T-�T T �r ` r�r • , • \\` \ IQ��Y ....- e- — • • • • ' 'T . - s — T ..-�a�."�._�i >0 4 STA 115+50 RT AGG 0 CMP R��ppUI ED PE Dennis J Brotzler r r r r r \ \ \ T STA 113+75 C L PR E ggX��7p�G 24" CMP - MATCH EXISTIN�AT 40' RT 1085 Ct Rd C y New Ricfimon Wi W 54017 Y +, j r _ — T r T T �—'—" T SLOPE CL BOTH ENDS AND ADD END SECTIONS r \ \ r\\ 1 t T GRGILAR aC�`\\Z• . 3 TA 108+90 RT AGG P Dc T = 05 5'31,4" = 312.33 0 CMP REQUIRED TCH EXISTING AT 50' RT Roger L & Nancy P Olson R = 1025.00 2061 CtyRd C L c = 606.33 = 597.53 Somerset, Wi 54025 E _ +6•53 M = 44.51 Dennis J Brotzler SE = 5,5X 1085 Cty Rd C PI sta =117+95sa New Richmond, Wi 54017 NOTE: UTILITIES NOT SHOWN SCALES: NOTE: OLD AND ABANDONED FENCES TO BE CAVZZON ON PLANS 1" an 10d HOR REMOVED AND DISPOSED OF AT THE FIELD LOCATE PRIOR TO 1" - 10' VER DISCRETION OF THE ENGINEER CONSTRUCTION 900 900 8 � 895 895 890 PROPOSED CE RLINE 890 VPI ST 120+00. 0 -0, Ox -030R VPI EL 683.90 $ ---. - - - - -0. 9X 91 = - .50% ---- ----- -0.31pamm9G - m� �$ $� $ - - K=9434 R EXI NG CEN RLINE $0000D_ m 1 N y 880 a p a n EXISTING ING 2 " CMP u ^ ^ $ 880 aJJd to 8 to Ed 875 9: 9; < " 875 0 00 N aD 870 OD 870 MEN I— ta- 885 885 880 880 ^U� �N �Cf�i 1h� �(D (^� mM (^� i.N N 0 �� 11++�� {p Mi0 ♦ M� �� Nrn $� 1+� 1� (�� m� �N �0) �r 1� a�� 1� iii� nit rr00 �O � QONO nlN CFO Wc�O ^(00 Ifln � � 1q0 1��M 855 00 � 0000 � 0000 0c0 0000 0000 00 � � p � � 0�0 00 0�0 0�0 aD � 0�0 0�0 0�0 g cor 0�0 0000 0000 0000 0000 000 0�0 0�0 a0 W o�0 ,855 COUNTY PROJECT NUMBER SHEET NO. INVESTIGATE C&C AT CHT 'CC' AND 'C' INTERSECTION 70.10C1 (Widening) 16 OF 38 MILL UP ENTIRE INTERSECTIDN OR SAWCUT AND F91OVE NEW ASPHALT MATH PATCH SAME AS 2009 CTH AND Rogger G II Larson GLENMONT INTERSECTION) PLAN AND PROFILE 2072 Cty Rd C Somerset, Wi 54025 PRESERVE MID EENTTOOVEERT REPLACEMENTLVER'CC' CULVERT PAV TH ® P07EWK 3W RAD TO NEW INTERCEPT I PO?ENOAL 45` ROD TO Cho E'XESW 50' ROW � 50' ROW APPLE RIVER e — _ e _ s STA 122+00 TO BRIDGE DECK STA 124+97 — REMOVE IWNGS AS NEEDED TO MATCH WIPE ' CTH C"v INTERSECTION AND BRIDGE DECK — w \ RTG BIT PEE T CDSTA e1�p2�•�y4�+15 —T—T— T T— T- T T T•—T —TT` T T— goES Iiiiiii e _ _ JNDR�HLINEP — 1 UI — � ® MATCH GRADE AT 30 RT T _ ! 1 —' 50' ROW 1 SLOPE STA 123+00 TO 12 RT END WIDENING STA 122+00 LE TAPER PA ENT TO LEAVE 2' SHOULDERS AND TO FlT GUARDRAIL AND MIDGE DECK STA 122+98 SU Dennis J Brotzler 1089h M � 1085 Cty Rd C New Richmond, Wi 54017 New R�� d Co o/i CA l 00' HOR 1" = 10' VER S95 895 890 890 S � S 885 885 a d BBO25 8B0 �3 egg 875 '� 875 9 + co M 870 -- - -- __ 870 G d 885 8 885 N 11 C � 880 d No W W o ° 1`0 to o d' to R* .- O 0G 0 c LO M N O 0 O 850 0o 00 �D r` 00 r. 00 r 00 r 00 III� 00 0o 00 r, 00 r` 00 r` 00 850