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Home My WebLink About2008 70.08M.pdfINDEX OF SHEETS SHEET NO. 1 TITLE SHEET NO. 2 STANDARD ABBREVIATIONS AND QUANTITIES SHEET NO, 3 TYPICAL SECTIONS SHEET NO, 4-5 EROSION CONTROL PLAN SHEET NO, 6-10 PLAN AND PROFILE (CTH M) SHEET NO. 11-21 CROSS SECTIONS (CTH M) TOTAL SHEETS = 21 DESIGN DESIGNATION A.D.T. 2007 = 1700 A,D,T, 2027 = 2400 D,H,V, 2027 = 360 D. 2027 = 50/50 T,(% OF A,D,T,) = 7% V. = 55 MPH ESAL = CONVENTIONAL SIGNS COMBUSTIBLE FLUIDS CAUTION (UNDER PRESSURE) V 4, UNDER GROUND UTILITIES GAS G ELECTRIC E TELEPHONE T SERVICE PEDESTAL CABLE MARKER POWER POLE 1f' ❑ TELEPHONE RAILROADS MARSH WOODED AREA RIGHT-OF-WAY I i MARKERS OVER HEAD LINES O.H. FENCE LINE COUNTY LINE 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 C = Z= CULVERT REQUIRED REQUIRED PROFILE 0 0 DIVER ST. CROIX COUNTY HIGHWAY DEPARTMENT PLAN OF PROPOSED IMPROVEMENT o/'1A1'1 r HLLJ—IVLYV I.LIVILRVILLL RVHV KINNIC KINNIC Cl Rd I iver Fall STA. 45+00 PROJECT DESCRIPTION NU1HEN5HEE 1 21 CTH "M" (CTH JJ WEST 1,1 miles) CONSTRUCTION PROJECT NUMBER 70.08M YEAR OF CONSTRUCTION 1 2008 UTILITIES DIGGERS HOTLINE TELE. 1-800-242-8511 DAIRYLAND POWER COOP (STH 35 — CTH JJ) P,O, Box 817 3200 EAST AVE, SOUTH LACROSSE, WI 54494 L-c.T.H TEL, (608) 787-1367 ATTN, KURT CHILDS ST. CROP COUNTY I PIERCE - PEPIN ELECTRIC �' W7725 U,S, Hwy 10 PO Box 420 Ellsworth, WI. 54011 ' COUNTY PROJECT NUMBER TELE, 1-800-924-2133ATTN, Mike Most 70.08M SBC-AT&T 304 SOUTH DEWEY ST, EAU CLAIRE' WIS. 54701 TEL. (715)15) 839-5565 ATTN. RICK PODOLAK XCEL ENERGY-HUDS❑N OFFICE d 1201 LIVINGSTONE ROAD R-18-W HUDSON, WI 54016 C C L TEL, (715) 377-1810 ATTN. STEVE JOHNSON 0 18th Ave TOWN OF KINNICKINNIC it 346 HWY, 65 Rifle RIVER FALLS, WIS. 54022 TEL. <ROGER21-3758 Lit ATTN, ROGER VAN BEEK, CHAIRMAN _m "'I �a ' P 0. 8001; COUNTY HWY. DPT. Q' 1150 DAMS ST. •ZQ•• HAMMOND, WIS. 54015 cb�- - i T-28-N ATTNTEL ( TIM RAMBERG,7HWY. COMMISSIONER u ❑RIGINAL PLANS PREPARED BY ST, CR❑IX COUNTY HIGHWAY DEPT, ING PROJECT END CONSTRUCTION PROJEC STA. 104+OORCG LAY OUT A `r� �i�� DATE SIGNATURE GRAPHIC SCALE ��`� 1 ST. CROIX COUNTY 0 2000 4000 CRoIXCOUNv REVISION HIGHWAY DEPARTMENT g j-IIGHWaY pIEPT. DATE PREPARED B ( IN FEET) SURVEYOR FRAN •IS W. B ESKACEK RLS C❑❑RDINATES ON THIS PLAN ARE REFERENCED TO JEFFREY S. DURKEE P.E. "-Nmlm0mmw"- ST, CR❑IX COUNTY C❑❑RDINATES SYSTEM DESIGNER DRAFTED BY TODD A REHNELT TOTAL NET LENGTH OF CENTERLINE = 1,10 MI, TIM RAMBERG CHECKED BY COUNTY HWY. COMMISSIONER U 00 CD N O O LIST OF STANDARD ABBREVIATIONS GENERAL NOTES I => NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT THE PRIOR APPROVAL R. or RAD. RADIUS OF THE ENGINEER. ADJ, ADJUST R.P. RADIUS POINT AGG. AGGREGATE RL, RA REFERENCE LINE AH. AHEAD R.P. REFERENCE POINT THE LOCATION OF EXISTING AND PROPOSED UTILITY INSTALLATIONS AS SHOWN ASPH, ASPHALT R.C.C.P.S.S. REINFORCED CONCRETE CULVERT PIPE, STORM ON THE PLANS ARE APPROXIMATE, THERE MAY BE OTHER UTILITY INSTALLATIONS AVG. AVERAGE REQ'D, REQUIRED WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. CONTRACTOR SHALL VERIFY A.D.T. AVERAGE DAILY TRAFFIC REF. REFERENCE LINE ALL UTILITIES PRIOR TO CONSTRUCTION. BEG. BEGIN RECONST. RECONSTRUCTION B.A. SK, BEGIN ABRUPT BACK RT. R/W RIGHT RIGHT—OF—WAY WHEN THE QUANTITY OF THE ITEMS OF BASE OR SURFACE COURSE IS MEASURED B/W BACK OF SIDEWALK RD, ROAD FOR PAYMENT BY THE TON, THE DEPTH OF THICKNESS OF THE COURSE BIT. BITUMINOUS SAN, SANITARY SEWER SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL THICKNESS WILL C.B. CONTROL CABINET SW. SIDEWALK OF SOUTHWEST DEPEND ON THE DISTRIBUTION OF MATERIAL AS DIRECTED BY THE ENGINEER. C, C, CA CENTER LINE S. SOUTH C.E. COMMERCIAL ENTRANCE S.B. SOUTHBOUND p CENTRAL ANGLE OR DELTA SB. SIGNAL BASE NO PASSING ZONES WILL BE LOCATED BY OTHERS. CONC. CONCRETE S.F. or SO. FT. SQUARE FEET CONST. CONSTRUCTION S.Y. or SQ. YD. SQUARE YARD ALL INTERSECTIONS TO BE PAVED AS DIRECTED BY ENGINEER. CO. COUNTY ST. STREET C.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 LOAD SPREAD (WIDENING) E. EAST OR EAST PROJECT COORDINATE T.C.P. TEMPORARY CONSTRUCTION PERMIT E. ELECTRICAL LINE T.P. TELEPHONE POLE STA. 45+00 - 104+00 E.B. EASTBOUND T.L.E. TEMPORARY LIMITED EASEMENT EBS. EXCAVATION BELOW SUBGRADE TN. TOWN ELEC. ELECTRICAL TYP. TYPICAL GRANULAR SAND PER SIDE EL. or ELEV. ELEVATION UNCL. UNCLASSIFIED EXCAVATION 100 Ft. 0.52 C.Y. 1 Ft. E.P. ELECTRICAL POLE U.S,G.S. UNITED STATES GEOLOGICAL SURVEY 52 C.Y. per or per p EXIST. EXISTING USH U,S. HIGHWAY Tri axle (12 C.Y.) = 23 Ft. F.E. FIELD ENTRANCE VAR. VARIABLE F/W FRONT OF SIDEWALK V.C. VERTICAL CURVE (LENGHT) Quad axle 16 C.Y. = 31 Ft. FT. FOOT VERT. VERTICAL AGGREGATE BASE COURSE PER SIDE G. GAS V.P.C. VERTICAL POINT OF CURVATURE 1 Ft. G.V. GAS VALVE V.P.I. VERTICAL POINT OF INTERSECTION 28 C.Y. per 100 Ft. or 0.28 C.Y. per HOR, HORIZONTAL V.P.T. VERTICAL POINT OF TANGENCY Tri axle (12 C.Y.) = 43 Ft. HYD. FIRE HYDRANT W. WATERMAIN 57 Ft. INL. INLET W. WEST Quad axle (16 C.Y.) = I.D. INSIDE DIAMETER W.B, WESTBOUND INV. INVERT (ELEVATION) W.V. WATER VALVE I.P. IRON PIPE OR PIN N.S.P. NORTHERN STATES POWER LB. L. POUND LENGTH (OF CURVE) N.B. NO, NORTHBOUND NUMBER STA. 45+00 ® 104+00 L.F. or LIN. FT. LINEAR FOOT N.E. NORTHEAST MATERIAL YARDAGE SUMMARY LT. LEFT NOR. NORMAL MAX. MAXIMUM N.W. NORTHWEST 5,000 C.Y. UNCLASSIFIED CTH M M.H. MANHOLE PAVT. PAVEMENT MI, MILE P.E. PRIVATE ENTRANCE 6,200 C.Y. GRANULAR SAND SANDLIFT M.L. or M/L MATCH LINE PB or P.B. PULL BOX C.Y. CRUSHED AGG. BASE COURSE MIN, MINMUM P.C. POINT OF CURVATURE 3,300 N. NORTH OR NORTH PROJECT COORDIATE P.I. POINT OF INTERSECTION 3,630 TON ASPHALTIC BIT, PAVEMENT QTY, QUANTITY P.T. POINT OF TANGENCY CULVERT SCHEDULE STA. LOCATION LENGTH/SIZE END WALLS 50+85 CL, TURN'X30" CMP 1 REQ'D 73+10 CL, REMOVE CATTLE PASS 101+30 LT. 26'X1B" CMP 2 REQ'D 1103+151 CL, I 56'X24" CMP 2 REQ'D U 00 Q 0 N O 1'. EXISTING R/W VARIES -EXISTING ROW EXISTING EGDE-\ OF PAVEMENT \ VARIES -EXISTING 11' LANE �12 -NU LAI GRAV. SHLDR. BEGIN WIDENING AT OF EXISTING PAVEI POINT REFERRED TO ON PROFILE EXISTING R/W S-EXISTING ROW 0' -THROUGH HIGHWAY _ CTH M_ 'H. GRAY. 4' TOPSOIL EDGE BIT DR HLDR. SEED, MULCH & FERTILIZER - .02I,L, 0.02'/, 1.04'/. I --^--- —"- /ORIGINAL GROUND 12" GRANULAR SUBBASE MINIMUM 6" BELOW SUBBASE 8" BASE AGGREGATE DENSE (1 1/4" OR 3/4") 3" ASPHALTIC E1 PAVEMENT MILL CRUSH AND RELAY EXISTING BASE AND PAVEMENT TYPICAL FINISHED WIDENING SECTION CTH M (STA. 45+00 - 104+00) —SALVAGED TOPSOIL & MULCH SEED & FERTILIZER VARIABLE 3' 12' MIN, 24' MAX. 0.,02'/FT. ` 0.02'/FT. 3.1 g,1 6" CRUSHED AGO. BASE NOTE: 2" ASPHALTIC CONCRETE PAVEMENT, TYPE MV ON EXISTING PAVED DRIVEWAYS ONLY. USE 6" TOTAL DEPTH CRUSHED AGGREGATE ON EXISTING CRUSHED AGGREGATE TYPICAL SECTION FOR PRIVATE DRIVES AND FIELD ENTRANCES SEED & FERTILIZER I SALVAGED TOPSOIL & MULCH 4" TOPSOIL & SEED 2SgR/ qk I W d I m TYPICAL INTERSECTION STA. 68+50 LT. - EMERSON VALLEY DR. I EXISTING RIGHT-OF-WAY VARIES 1 40' SUB i GRADE - - 33' TOP OF SAND 1 30TOP OF BASE COURSE I 28' ----3' ,•,•:. ,•,:,.,.:....,, F 4" TOPSOIL & SEED .:�.::::::•,:,.�:•,.•,.,.:•.:•.,:.:::•,:,.::.:,,�s•;i:v..:;:.y:::y,.,,.:::•.::..:.:.:.:_•.•.,;.•..:::•:v,:•,:vv.::;,:a::•M•::•.:,:•,s;::rx,.v:::,.. POINT REFERRED TO ON PROFILE 2" ASPHALTIC CONC. PAV'T. TYPE E1 2s� yq k NOTE: 2' MINIMUM DEPT OF DITCH UNLESS 4" CRUSHED AGO. BASE 7 2" RECYLE DETERMINED OTHERWISE BY ENGINEER 12" DEPTH GRANULAR SUBBASE TYPICAL TOWN ROAD FINISHED SECTION STA. 68+50 LT. — EMERSON VALLEY DR. U 00 O O COUNTY PROJECT NUMBER SHEET NO. NOTE: UTILITIES NOT SHOWN 70.OM (Widening) 6 OF 21 ON PLANS L E &MARGARET WALKER CAunox FIELD LOCATE PRIOR TO PAU PAU CTY RD M CONSTRUCTION PAUL E & MARGARET WALKER PLAN AND PROFILE RIVER FALLS, WI 54022 1120 CTY RD M RIVER FALLS, WI 54022 SEC 33 T28N R18W SE NW _ SEC 33 T28N R18W 5W NE STA. 54+60 'LT }.Mil EhUM NO CMP REQUIRED MATCH IXISTING AT 3; ; ;g a - = 33'RW SLOPE INTERCEPT r + s: ,. .�� .i ,. . . �.�",---..---' ---' - - - -=x—•— - - EXISTING CENTERLINE a. 1 .. : _..Y. 'r -k t: "�.... �x-_ �T,...-%..-.-a..,.__:�-r_�%=x�_.x_x_x_—x�-.x.�x- %---'i-_%-•—%._�' - t i mirl : .i- i / / 50+85 C/L V T r .. � m v %` TURN 30' CMP R EP E 48+60 RT r, 5�, *� �0 NO PR SERVE AND PROTEC Elyl b' E �I' �(g IpSTigNGC�C�MNPgAND #may' ' �I DBOTEC t z <z MATCH EEXISiiNG AT 33' 'C�CIS7INGAT_.a s JOSEPH A SCHORN GARY C WANG INC. A. W. CORP WANG EXCAVATING 1143 CTY RD M VV9672 770TH AVE S So UL, N RIVE E CTY RD M RIVER FALLS, WI 54022 RIVER FALLS, WI 54022 ST PAUL, MN 55119 RIVER FALLS, WI 54022 SCALE SEC 33 T28N R18W NE SW NOTE: OLD AND ABANDONED FENCES TO BE REMOVED AND DISPOSED OF AT THE 0 50' 100, 150' DISCRETION OF THE ENGINEER SEC 33 T28N R18W NW SE 1135 I �1135 �^ 1130 q 1130 1125 1125 _ --- 8 + 1120 1120 1 -' ' PROPOSED CENTE LINE $ 5 18 d < $ 1115' 1115 _ D• %-- '$'J STING CE LINE O• g -- --- ---- — — S 1110 ----- — — 1110 O ' fl R r a yd 1105 1105 �d 8N 1100 1100 < 1095 1095 NN t0� O1� MM 1�00 OD tn00 Cn� N00 tOCA OQt t0.- NN t!)1n c"I O)0 NOD NN N 00 —r- CA^ rOn O� f�� I�M O� NO d�MO) tOC� Cn Cn to tM 00 00 N N Co Lo r On V) N") 0) .t O OD W) n O M x- OD ul N Ot CI) ao M O N 1� u7 rn a0 O a; O O N M N M to U) 4 U5 16 U) U) L6 U; cpcp cp<p U)U) Uj�fj d=� s}�+j Mtn NN NN %-� ter' N KiN R2 �� co c� �� N� NN NN NN NN NN NN NN NN NN .- .- '- .- r r- r .- x- x- x- �1090 •- x- e- - : r- x•- � � - x- x- e- x- x- �- x- � '- r r- x- r e- x- .- x•- r x�- +00 58+00 59+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57 60+00 .4F17 Z41V NE PAUL E & MARGARET WALKER 0 1120 CTY RD M RIVER FALLS, WI 54022 Z z Lu PRESERVE AND PROTECT o �1IIppSTfNG CppM��P AND MATCHEE�?(ISIING AT 33 > fi aA& PAP D { -— ! — T--SPED p� Lj D(I ►A1 JOSEPH A SCHORN 1173 E CTY RD M SCALE RIVER FALLS, WI 54022 0 50' 100, 150' S'EC 33 T28N R18W NW S.E 1135 30 DUANE B & KATHRYN A SHULTZ PO BOX 142 RIVER FALLS, WI 54022 'AUROTECT 3 AT 33' NO CMP REQUIRED MATCH EXISTING AT 45' SLOPE INTERCEPT COUNTY PROJ04 ECT NUMBER ISHEET NO. A GRANT L & JILL C WESTBY 70.OM (Widening) 7 OF 21 >,, 55 EMERSON VALLEY PLAN AND PROFILE RIVER FALLS, WI 54022 Z O t, STA. 73+ 10 CAL I '651RW fi PASS ENX ENSEIONSNNORTH SOUTH WKFILL I p a LANDOWNER DORESTOREEUCT OVVER PIPE - _ _ _ _ - _ LANDSCAPED HEADWALLS - - - ------- - �'' t SpRTA�. g70+15 RT - p IXIST)N %DA gOTECT A +40 L END SECTIONS NHuu EX ING HDPE CULVERT MATCH EXISTING AT 33' RALPH T TUCCI NOTE: LMUTIES NOT SHOWN 1836 SIMS AVE- ON PLANS ST PAUL, MN 55119 caunox FIELD LOCATE PRIOR TO 1 CONSTRUCTION NOTE: OLD AND ABANDONED FENCES REMOVED AND DISPOSED OF AT THE DISCRETION OF THE ENGINEER J KENNETH & RUTH A LEE tC��, „�� cj�s— {� %JJ � N8795 862ND ST RIVER FALLS, WI 540) y 2 sl - 7J y 9.f 3EYsL ((� r�rN`�`' 11 1135 1125 aµz 1130 - ---- - -o.ess > _ 1120 �-' In -zqi 1125. 1115 -� $ 1120 8 N '?• PROPOS D CENTE LINE P> x _ 1110 1115 P ;z7ft 1105 + EX NO C LINE 1110 1100 Ix 0. Ix m P V 1095 ' O 1100 C14 to'00 0 8 � U4 U) to �co vLo 00 cp O 0) n � N N 0) OD cli N N � � N 00 `} M ^ O cliOD NN NN NN NN N N NN W Np) NO N00 GNin �� 00 8 8 1095 1090�� N N c�yN NOOi a`n0�n _Oi-o aD� d0� MO co �N coto Oh 00 59+DO 60+00 ^ ^ = •- N N N N N rn ao ao is r; u; co iri .t ri N) c�i c�i � rn a°'o u°'i '- --- 66+00 67+00 .- o 0 Osn SEC 33 T28N R18W SE NE DONALD P JACKELEN 1202 CTY RD M RIVER FALLS, WI 54022 i L PRRgAI G gg�RVE U,q�P0 PROTEC `c EXISTIN ICE END SECTIONS AND MATCH EXISTING AT 32' DONALD P JACKELEN 1202 CTY RD M RIVER FALLS, WI 54022 CSM 20-5114 LOT 16 SEC 34 T28N R18W SW NW NOTE: UTILITIES NOT SHOWN CA"TWN ON PLANS FIELD LOCATE PRIOR TO BRADLEY J & WENDY J HARRISON CONSTRUCTION 1224 CTY RD M RIVER FALLS, WI 54022 COUNTY PROJECT NUMBER ISHEET NO 70.OM (Widening) 8 OF 21 PLAN AND PROFILE � I 45'Rft' EE PAUL T & LEANN M HANSON J KLNNr— (1 c KUTH A LEE J KENNETH & RUTH A LEE J KENNETH & muH 26 SADDLE CLUB RD N8795 862ND ST N8795 862ND ST N8795 862ND ST WI 54022 RIVER FALLS, WI 54022 RIVER FALLS, WI 54022 RIVER FALLS, WI 54022 RIVER FALLS, SCALE NOTE: OLD AND ABANDONED FENCES TO BE REMOVED AND DISPOSED OF AT THE DISCRETION OF THE ENGINEER 0 50' S00' 150' 1130 1130 1125 1125 1120 1120 PROPOS U CENTERLINE 71 1115 1115 t — % _-- --- --_— o _ -o.4ax 1. ---.— - --- — —1.Y41, --_—_ 1110 ___-- 3 -- 1. %_ r— — 1110 ��' P r ---- ----Fil --- — — -- _ 1 > — " 1 EXI NG C NE O`� P > —� � _ 1 $A P> P1105 1105 8 g+ ;a 8 g (1 8 8 S 1100 1100 �J 8 1095 1095 t �1090 1090 N h N N OO t— O) 0 01 00 0) c0 .— N N N O t— O cDM 0 Nrn 0 DO Nay m h 0 MO O rncp O N sty N NO 00� r� �M M� 10 O I� Nrn f� 0� aD� 01 O NN O O I- N O to) rn� M p e—^ p MO) 0� N0f N �-00 �� r 00� tfld MN ter- �N Oc0 NOf c0r) On 00 Op Op 00 �O N� �N tCj� tfjtl7 cfic0 t�l� OOOD 00 �O N� MN MM MIS MM) tMM IhCV NCV .=0 00 O� 00 00 00 �� 1085 o0 1085�� oo 00 00 0_0 �� .-o �� .-� �� - 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 SEC 34 T28N R18W SW NW BRADLEY J & WENDY J HARRISON 1224 CTY RD M RIVER FALLS, WI 54022 STA. 89+08 LT NO CMP REQUIRED MATCH EXISTING AT 33' SCALE 0 50' 100' 150' 1125 1120 1115 1110 1105 1100 �1095 .o I c Z, v `^ SEC 34 T28N R98W SE NW COUNTY PROJECT NUMBER SHEET N0. RANDALL P & YVONNE R CUDD 70.OM (Widening) 9 OF 21 929 QUARRY RD , PLAN AND PROFILE - eskar, Vernon RIVER FALLS, WI 54022 Gv, s 113 Liberty Rd _ River alls, W! 54022 9+35 EpA�pC1E01EX2�NLTCMP STA. 92+80 LT NO CMP REQUIREDITH 26'X18" C NO CMP REQUIRED ` '- b MATCH EXISTING AT 33' PLUS END SECTIONS 33'Rk' MATCH EXISTING AT 33' 4 , I' DISCUSS ABANDONING MATCH EXISTING AT 33' 2 EXISTING CENTERLINEDRIVE NTH LANDOWNER t SLOPE INTERCEPT m cc Amm �x Dj i-. O r � PAP P/P J� t J SLOPE INTERCEPT • Lam' C OANNE LARSON SEC 34 T28N R98W NE SW STEWAART A LENTZ DAMES & J DAMES & AVE 32 S�ADDLF CLUB RD NOTE: UTILITIES NOT SHOWN W4002RIVER FALLS, WI 54022 NOTE: OLD AND ABANDONED FENCES TO BE ON PLANS ELLSWORTH, WI 54011 REMOVED AND DISPOSED OF AT THE SON FIELD LOCATE PRIOR TO DISCRETION OF THE ENGINEER CONSTRUCTION 1125 —o Ix 0 1, 1115 P> P 1110 —1.7Jx — �8+ 1105 8 _ '— — E -1.70X 1100 yam` 1095 1090 1090 � 8 ' 1085 1085Illc'q W In C o co O 00 c0 O a0 0 co 00 C r r r to pcp 00 a0 to 0 0 d 00 7 N c0 OR M 0 C14 0 00 O A c 00 0 i Ac0M.—ODO 000 O _ 0L-8 �65 CID 06 ,3 _ LZ01 1-) 0n O _ 108012 il 1) (D oM M :t f f) cDt0tD 7 n t0 OO Ill LO 00 N N N O Of c0 OC t) [s 00 W) — 87+00 88+00 _ 89+00 90+00 ;z — — 91+00 — 92+00 — — 93+00 —1080� •- 94+00 95+00 96+00 97+00 98+00 102+00 RANDALL P & YVONNE R CUDD 929 QUARRY RD RIVER FALLS, WI 54022 -4-0mj SLOPE INTE CEPT 45 RW 103+15 C/L / �P REPLACE EXISTING CMP WITH 58'X24' CMP / PLUS END SECTIONS / ! STEWART A LENTZ GRACE L TR NELSON 32 SADDLE CLUB RD 396 CTY RD SS RIVER FALLS, WI 54022 RIVER FALLS, WI 54022 I' SEC 34 T28N R18W NE SW 1115 1110 1105 1100 —_-- 0.1 ox 1095 _ '--- ---- 1090 m 1085 8 8 T 1080 i� '075 O O Lo O N d 6I 0, (D O I" d' O) (O M O to � N O� ao ao 0o ri t` r co co co 6 co co co r 0) rn 0) rn 0) 0)rn rn rn rn rn 0) 0)rn 0) 107000 00 00 00 00 00 0 0 0 NOTE: OLD AND ABANDONED FENCES TO BE REMOVED AND DISPOSED OF AT THE DISCRETION OF THE ENGINEER NOTE: UTILITIES NOT SHOWN ON PLANS euTtox FIELD LOCATE PRIOR TO CONSTRUCTION COUNTY PROJECT NUMBER ISHEET NO. 70.OM (Widening) 10 OF 21 PLAN AND PROFILE SCALE 0 50' 100' 150' 1115 1110 1105 1100 1095 1090 1085 1080 1075 1070