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Home My WebLink About2009 70.07M2.pdf�Inj 6LR�S Ca m INDEX OF SHEETS SHEET NO, 1 TITLE SHEET NO. 2 STANDARD ABBREVIATIONS AND QUANTITIES SHEET NO, 3 TYPICAL SECTIONS SHEET N0. 4-6 EROSION CONTROL PLAN SHEET NO. 7-16 PLAN AND PROFILE SHEET NO. 17-41 CROSS SECTIONS TOTAL SHEETS = 41 DESIGN DESIGNATION A.D.T. 2010 = 2800 A.D.T. 2030 = 3800 D.H.V. 2030 = 600 D. 2030 = 50/50 T.(% OF A.D.T.) = 7% V. = 55 MPH ESAL. _ CONVENTIONAL SIGNS COMBUSTIBLE FLUIDS CAUTION (UNDER PRESSURE) UNDER GROUND UTILITIES GAS G ELECTRIC E TELEPHONE T SERVICE PEDESTAL CABLE MARKER j POWER POLE TELEPHONE yf I I I I I I RAILROADS I+1 TTTT� MARSH WOODED AREA RIGHT-OF-WAY ! 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 C— _ CULVERT REQUIRED O CULVERT REQUIRED PROFILE 0 ❑ RIVER Rifle ST. CROIX COUNTY HIGHWAY DEPARTMENT PUN OF PROPOSED IMPROVEMENT FALLS -NEW CENTERVILLE ROAD BEGIN WIDENING STA. 103+00 (STH 35 — CTH JJ) C.T.H. M ST. CROIX COUNTY COUNTY PROJECT NUMBER 70.07M2 --mommO'— R-18-W KNNIC � KINNIC LAY OUT GRAPHIC SCALE 0 2000 4000 ( IN FEET ) —camm— 8th Ave TOTAL NET LENGTH OF CENTERLINE = 2.50 MI. PROJECT DESCRIPTION 41 CTH "M" (CTH JJ west to CTH W) CONSTRUCTION PROJECT NUMBER 70.07M2 YEAR OF CONSTRUCTION 1 2009 UTILITIES DIGGERS HOTLINE TELE. 1-800-242-8511 u DAIRYLAND POWER COOP P.O. BOX 817 It LACROSSE, EAST AVE. SOUTH LACROSSE, WI 54494 TEL. (608) 787-1367 ATTN. KURT CHILDS PIERCE - PEPIN ELECTRIC W7725 U.S. Hwy 10 PO Box 420 Ellsworth, WI. 54011 TELE. 1-800-924-2133 ATTN. Mike Most v 304 SOUTH DEWEY ST. EAU CLAIRE, WIS. 54701 ') 0 ZN9 TEL. (715) 839-5565 ATTN. RICK PODOLAK APR APR CID S� CR XCEL ENERGY-HUDSON OFFICE H+<(3HVVAY DEi 1201 LIVINGSTONE ROAD HUDSON, WI 54016 TEL. (715) 377-1810 L ATTN. STEVE JOHNSON -,L5 1_ W TOWN OF KINNICKINNIC (� \ 346 HWY. 65 RIVER FALLS, WIS. 54022 j� TEL. (715)-821-3758 ATTN. ROGER VAN BEEK, CHAIRMAN ST. CROIX COUNTY HWY DPT. P.O. BOX 108 1150 DAMS ST. HAMMOND, WIS. 54015 TEL. (715)-796-2227 - ATTN. TIM RAMBERG, HWY. COMMISSIONER T-28-N BY ORIGINAL PLANS PREPARED ST. CROIX COUNTY HIGHWAY DEPT. r� END CONSTRUCTION PROJECT STA. 235+00 DATE SIGNATURE ST. CROIX COUNTY REVISION HIGHWAY DEPARTMENT DATE PREPARED BY SURVEYOR FRANCIS W. BLESKACFK RLS COORDINATES ❑N THIS PLAN ARE REFERENCED TO JEFFREY S. DURKEE P.E. ST. CROIX COUNTY COORDINATES SYSTEM DESIGNER DRAFTED BY TODD A. REHNELT CHECKED BY TIM RAMBERG COUNTY HWY. COMMISSIONER N CD 0 F_ Q) cJ O LIST OF STANDARD ABBREVIATIONS GENERAL NOTES R. or RAID. RADIUS NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT THE PRIOR APPROVAL ADJ. ADJUST R.P. RADIUS POINT OF THE ENGINEER. AGG. AGGREGATE RL, RA REFERENCE LINE AH, ASPH. AHEAD ASPHALT R.P. R,C.C.P.S.S. REFERENCE POINT REINFORCED CONCRETE CULVERT PIPE, STORM THE LOCATION OF EXISTING AND PROPOSED UTILITY INSTALLATIONS AS SHOWN AVG. AVERAGE REQ'0. REQUIRED ON THE PLANS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY INSTALLATIONS A,D.T, AVERAGE DAILY TRAFFIC REF. REFERENCE LINE WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. CONTRACTOR SHALL VERIFY BEG. BEGIN RECONST, RECONSTRUCTION ALL UTILITIES PRIOR TO CONSTRUCTION. B.A. BEGIN ABRUPT RT, RIGHT SK. BACK R/W 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 THICKNESS OF THE COURSE BIT. BITUMINOUS SAN, SANITARY SEWER A SHOWN ON THE PLANS IS APPROXIMATE THE ACTUAL THICKNESS WILL C.B. CONTROL CABINET SW. SIDEWALK OF SOUTHWEST DEPEND ON THE DISTRIBUTION OF MATERIALIAL AS DIRECTED BY THE ENGINEER. C, C, CA CENTER LINE S. SOUTH C.E. COMMERCIAL ENTRANCE S.B, SOUTHBOUND p CENTRAL ANGLE OR DELTA se. SIGNAL BASE NO PASSING ZONES WILL BE LOCATED BY OTHERS. CONC, CONCRETE S.F, or SO. FT. SQUARE FEET CONST. CONSTRUCTION S.Y. or SO. YD. SQUARE YARD CO. COUNTY ST, STREET ALL INTERSECTIONS TO BE PAVED AS DIRECTED BY ENGINEER. 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 0. 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 LOAD SPREAD (WIDENING) EBS. EXCAVATION BELOW SUBGRADE TN. TOWN ELEC. ELECTRICAL TYP. TYPICAL STA. 45+00 - 104+00 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 GRANULAR SAND PER SIDE F.E. F/W FIELD ENTRANCE FRONT OF SIDEWALK VAR. V.C. VARIABLE VERTICAL CURVE (LENGTT) 53 C.Y. per 100 Ft. or 0.53 C.Y. per 1 Ft. FT, FOOT VERT. VERTICAL Tri axle (12 C.Y.) = 22.6 Ft. G. GAS V.P.C. VERTICAL POINT OF CURVATURE Quod axle 16 C.Y. = 30.2 Ft. G.V. GAS VALVE V.P,I. VERTICAL POINT OF INTERSECTION HOR, HORIZONTAL V,P.T, VERTICAL POINT OF TANGENCY AGGREGATE BASE COURSE PER SIDE HYD. FIRE HYDRANT W. WATERMAIN 29 C.Y. per 100 Ft. or 0.29 C.Y. per 1 Ft. INL. INLET W. WEST I,D. INSIDE DIAMETER W.B. WESTBOUND Tri axle (12 C.Y.) = 41.4 Ft. INV. INVERT (ELEVATION) W,V, WATER VALVE Quod oxle (16 C.Y.) = 55.2 Ft. I.P. IRON PIPE OR PIN N.S.P. NORTHERN STATES POWER LB. POUND N.B. NORTHBOUND STA. 45+00 - 104+00 L. LENGTH (OF CURVE) N0. NUMBER L.F, or LIN. FT. LINEAR FOOT N.E. NORTHEAST MATERIAL YARDAGE SUMMARY LT. LEFT NOR. NORMAL MAX. MAXIMUM N.W. NORTHWEST 6,550 C.Y. UNCLASSIFIED CTH M BORROW M.H. MANHOLE PAVT, PAVEMENT MI, MILE P.E. PRIVATE ENTRANCE 14,000 C.Y. GRANULAR SANG SANDLIFT M.L. or MA MATCH LINE PS or P.B. PULL BOX 7,700 C.Y. CRUSHED AGG. BASE COURSE MIN. MINMUM P.C. POINT OF CURVATURE N. NORTH OR NORTH PROJECT COORDIATE P.I. POINT OF INTERSECTION N/A TON ASPHALTIC BIT. PAVEMENT OTY. QUANTITY P,T, POINT OF TANGENCY a Z Z r'IJ r EXISTING R/W I VARIES -EXISTING ROW I I EXISTING EGDE-\ I OF PAVEMENT W EXISTING 11' LANE - ISHLDR. I POINT REFERRED I I TO ON PROFILE I 0.02'/, 24.10' 21.00' 19.00' PROPOSED TYPICAL 12' 4' 1 2' D IVNG LANE,-ASPH. GRAY. HLDR SHLDR. IEGIN WIDENING AT EDGE OF EXISTING PAVEMENT it'3 LT. AND RT. 0.02'/, .04'/, I . EXISTING R/W I I 4' TOPSOIL SEED, MULCH L FERTILIZER ORIGINAL GROUND L 12" GRANULAR SUBBASE i—MINIMUM 6" BELOW SUBBASE 8" BASE AGGREGATE DENSE (1 1/4" OR 3/4") L-3 1/2" ASPHALTIC E1 PAVEMENT MILL CRUSH AND RELAY EXISTING BASE AND PAVEMENT TYPICAL FINISHED WIDENING SECTION CTH M (STA. 103+00 — 235+00) —SALVAGED TOPSOIL & MULCH SEED & FERTILIZER VARIABLE 12' MIN, 24' MAX. ,yOR 2.1' M 0.02'/FT. , 0.02'/FT. 6" CRUSHED AGG 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 go I - SEED & FERTILIZER SALVAGED TOPSOIL & MULCH 11't FROM 8'CRUSHED AGG, EXISTING BIT. 8" III- 20" IIIIII_ 10' SAND- 1 13.1' TOE OF SAND/TOP OF SUBGRADE TYPICAL FINISHED_ WIDENING DEMENSIONS CTH M CULVERT SCHEDULE STA. LOCATION LENGTH/SIZE END WALLS 104+41 RT. 3'X18" CMP 2 REQ'D 104+80 CL. 60'X24" CMP 2 REQ'D 182+50 CL #4'X24" CMP 2 REQ'D 185+40 RT.. ° 'X60" CMP RECONNECT 185+60 RT. 6'X60" CMP RECONNECT 198+65 CL. 56'X24" ALUM. 2 REQ'D 226+20 LT. 26'X18" CMP 2 REQ'D 228+40 LT. 30'X18" CMP 2 REO'D 234+68 RT. 60'X24" CMP 2 REQ'D SEC 34 T28N R18W SW NE COUNTY PROJECT NUMBER SHEET NO. JOSEPH S & MARGARET M PERSICO 70.07M2 (Widening) 7 OF 41 MATTHEW J & BRENDA L BRIGGS 1272 CTY RD M 49 CTY RD JJ RIVER FALLS, WI 54022 z PLAN AND PROFILE RECONSTRUCT INTERSECTION IN 2009 CSM 14 3842 LOT 3 J AND PAVE STA 103+60-105+50 MATCH AT 100' LT RIVER FALLS, WI 54022 / Z SAWCUT PAVEVENT A:' MATCHI-wEs CSM 14/3842 LOT 2 _ — .tel STA. 704+80 c/I / REPLACE, EXI,,5TING 24" ARCH CMP ` F s: WITH 60 X24 ROUND CMP Il S' I N NOACMPI REQUIRED F / MATCH EXISTING AT 33' i CTH ;.., - -- -- - -- - j FSTA. i 15+60 RT R= 4 't0 B ., J' — O t5"E Ir I' NO CMP REQUIRED m'f v } 4+ �' 1h !� it , t 7r r; O, TERC;EP1 / /DITHCH CHECK 7 t /�1� � MATCH EXISTING AT 33' j Zf" 1 D CUSS MOVING FE 45•RW IT LAND — PROPOSED 4. 5 I�RW'• Ii r PPP fvlr t( ItI TA,S4+41 55 T _ Q REPLACE EXI5TWG t5" �; a .WITH 5� X18 CMP sy-i PLUS T NO SECTIONS t GRACE L NELSON TR GRACE L NELSON TR GARY A & JUDITH GRIMM MAT AT 100' RT __. f 396 CTY RD SS 396 CTY RD SS 1404 CTY RD M NOTE: UTILITIES NOT SHOWN RIVER FALLS, WI 54022 RIVER FALLS, WI 54022 RIVER FALLS, WI 54022 S ALE ON PLANS NOTE: OLD AND ABANDONED FENCES TO BE CAUTION FIELD LOCATE PRIOR TO REMOVED AND DISPOSED OF AT THE CONSTRUCTION o DISCRETION OF THE FN':;,:EER SEC 34 T28N R18W NW SE v 0 5 100, 150' �/ 1135 1135 kr v M a�r ! 1130 1130 • JJ ----- ( r 0 1125 1125 A YN"1F' 1 ETA = II jJj 1( I El = 112 91 9t Q ° 1120 3 88% 1120 j a = 0.31% C RVE LEN = 450 00 g K = G ' PR POSED t25.88 NTERLIN -� 1115 ' o 1115 d o ro o J F a G n 1110 1110 n w O g :I a a EXiSTI G CENTERIINE 1105 1105 ' _ 2 1100 'k o m n �� 1100 n 1095 1095 ----- ---- - _ a o M to o cc to to 00 O) m N cV � f t\ r CI) Q; m CO cc! (D '.D O O d' :I'i 00 t(',' (V tC (D cb O ^ d' �(`, Op M N (D CO') V• O O to :1'., 00 Ol .'� M O (0 CJ n 7 O) tt) C-✓' M x' 00 •.t') to hi (V � (p rr'i 00 tD r-� (D N to G O p M C M O (V O � O O tb c0 1,—, M N �.� ^ 00 [O a0 O:i a0 [Ci 00 co O) co O cr, Q) OG (D (D (D ' ^ (D ^ n f` O0 n O) Q' O O N M r7 to to r- tl- O) Q% M 1 to in n t'� O) Q- O N N t+ In u'� (D tC ^ T :N Q7 (6 L6 Q: 6 Ob Cn O) Q) CI) Q', 0 0 O O O O O G O O O O __ _ N N N N N: `J N N N N N .,� N N N CV N N N N N N N 1 090 oG o0 op Oo 00 00 118+00 1090.- . 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 TONI M CHRISTIANSEN 3 CTY RD W RIVER FALLS, WI 54022 1� tI STA. 1 19 - Nn ruv ac SCALE 0 50' 100, 150' 1150 1145 1140 1135 1130 1125 1120 1115 -It Z3N J<Ln TONI M CHRISTIANSEN Lj wz o}> 3 CTY RD W ' a z RIVER FALLS, WI 54022 Quo I m Z f r rN rL C]r- d' NOTE: UTILITIES NOT SHOWN ON PLANS CAUTION FIELD LOCATE PRIOR TO — CONSTRUCTION TREVOR E & MICHELLE L BILICKE 1298 CTY RD M RIVER FALLS, WI 54022 GARY A & JUDITH GRIMIM 1404 CTY RD M NOTE OLD AND ABANDONED FENCES TO BE RIVER FALLS, WI 54022 REMOVED AND DISPOSED OF AT THE DISCRETION OF THE ENGINEER SEC 34 T28N R18W NW SE ,fir COUNTY PROJECT NUMBER ISHEET NO. 70,07M2 (Widening) EI OF 41 PLAN AND PROFILE DAHN C & ROSEANN CARRISON 1309 CTY RD M SEC 35 T28N SW NW £ii DAHN C & ROSEANN CARRISON 1309 CTY RD M RIVER FALLS, WI 54022 SEC 35 T28N R18W NW SW 1150 1145 1140 1135 � e - 1130 _ IV w ' o EXISTINC CENTERLI E ° VFI STA a .27+L5 00 G n + a + O - N W = VPI EL I dt 06 u 1125 - lql = 1.617 92=-287 CURVE LEN = 500 00 v w ! K = Iil 61 1120 1115 1110 1110 N Q' rM tl 0) d 1n O C t Cr"l 1Mo L! CMO N I� 00 r 00 Il <D u d O tn -It 01r-i O O ) 11)1,� CN t1 OJ n rM 00 F) t0 m 00 C O) to ( f` of CC co CG 0o CC I t tD c d It M 'O NN N O) o✓ O) Ci O) CG C Q C) O) O CS; OCn O O O N . r7 t� r7 M M r' M M ^7 M 1105 N 125+00 126+00 127 00 128+00 129+00 130+00 131+00 132+001105 117�nn 118+00 119+00 120+00 121+00 122+00 123+00 124+00 DAHN C & ROSEANN CARRISON 1309 CTY RD M RIVER FALLS, WI 54022 SEC 35 T28N R18W SW NW mik STA. 134+08 LT PRESERVE EXISTING CMP ' STA. 135+30 C/L WITH END SECTIONS PRESERVE EXISTING 36" CMP 1 MATCH EXISTING AT 33 ` - 90'g = WITH END SECTIONS i -; . 1. DURING CONSTRUCTOIN -- -- -- _ .'Y — —4- - $— SCALE 0 50' 100, 150' 1145 1140 1135 1130 1125 1120 1115 1110 COUNTY PROJECT NUMBER 70 07M2 (Widening) PLAN AND PROFILE SEC 35 T28N R18W SE NW DAVID A & DEBRA L OVSAK 1370 E CTY RD M RIVER FALLS, WI 54022 45'RW SHEET NO. 9 OF 41 PRESERVE ExtSTwG 15" CMP WITH ENO SECTIONS � 1 ,., P/P D 1 t L PRESERVE EXISTING FENCE '" 33'R STA 136+15 RT I= oocccovc cvlcrin. STA. 134+30 RT NO CMP REQUIRED m PROSED 43 RW rri m NO CMP REQUIRED STA-134+43.53 to 1� MATCH EXISTING AT 33 MATCH EXISTING AT 33 m STA-135+56.59 m m 2 GSTA. 135+60 RT F f. im NO CMP REQUIRED - MATCH EXISTING AT 33 NOTE: UTILITIES NOT SHOWN CAUTION ON PLANS FIELD LOCATE PRIOR TO CONSTRUCTION I VPI EL 1117 3E gl = - 877, 92 = 1 97 CURVE EN = 560 Z s DAHN C & ROSEANN CARRISON 1309 CTY RD M RIVER FALLS, WI 54022 SEC 35 T28N R18W NW SW g DAVID A & DEBRA L OVSAK NOTE: OLD AND ABANDONED FENCES TO BE 1370E CTY RD M REMOVED AND DISPOSED OF AT THE RIVER FALLS, WI 54022 DISCRETION OF THE ENGINEER SEC 35 T28N R18W NE SW PROPOSED CVNTERLIN �-- EXISTING CENTgRLINE 'P n VPI ST = 144+50 0 II II VPI EL 1135929 n a 91 = 19% in w In w g2 0 63% c� a CURVE EN = 400 C D g 9; K = 15 44 1145 1140 1135 1130 1125 1120 1115 1110 1105 1105 _ _ 03 U7 N d' 00 tn Cn rM U7 M N to N 6) x'i N r_ n tD r7 QO r7 M) Ln M 't OC M Q� f7 �i M f� t'-I 00 M ?� M Q) 1'/'I Q) M Q� N rT N tf� M d N +�'} �t (6 u7i n ID a0 t` O) c0 O C N N N M IM � PO d �t v N N N N N " N N N N N N N M N M rrl I'7 r7 M r7 M") r7 M r^ M r^, !7 Ni 139+00 140+00 141+00 142+00 143+00 144+00 145+00 co N M st •r M M 146+00 O r-1 O M 1100 ill..nn V c0 �- M GG O) <L w In � r- r7 d' 1n O3 00 to 'd' C) 0) :J to -4 N a, .- � M � � f` � 1 j rn QC14I dam' � 00 � Ln � O M 00 Ml v. 00 00 t\ r �� a M N N .- G O O :J) O c: O O G �- N .-- M N N N N r- N "n N N N N N N N N N .- N C N r- N � N N N N N N N 13g+nn 133+00 134+00 135+00 136+00 137+00 138+00 COUNTY PROJECT NUMBER ISHEET NO. RECONSTRUCT INTERSECTION IN 2009 70.07M2 (Widening) 10 OF 41 SEC 35 T28N R18W SE NW AND PAVE/MATCH AT 56 LT FLAN AND PROFILE STEVEN B,& NANCY POLZIN RICHARDS A`NCUT PAVEMENT AT MATCHLINES DAVID A & DEBRA L OVSAK 54 PONDEROSA DR DAVID A & DEBRA L OVSAK 1370 E CTY RD M RIVER FALLS, WI 54022 1370 E CTY RD M RIVER FALLS, WI 54022 A RIVER FALLS, WI �4'0 SEC 35 T28N R18W SW NE 17-7 45'RW y EXISTING CENTERLINE SLOPE INTERCEPT Y •- V • • 4W r F — �-- _,_ ,ter .....- �.,+-•.!�'J;'-'Y= ?' ... -•-ice '';$-- - s - — - - - /^ i_ I T—PED �'. _ i PI 5to - 155+16.20 STA. 157+ 10 C L P 0 D T * N . 303932.64 PRESERVE EXISTING 24- CMP R SED 40 RW STA. 151 +28 C/L a STA-155+00 to PR $�EQ40,RW RVE EXISTING 24" CMP L , .-<# 370456.04 WITH END SECTIONS STA-160+00 r +" 0pp6'41.0'L DURING CONSTRUCTIONWITH ENO SECTIONS ?'-- 4 + R TA. 1 6 0 T —to TAPRESERVE EXISTING 18" CMP $TADURING CONSTRUCTION WITH ENO SECTIONS MATCH EXISTING AT 33';. t4 DAVID A & DEBRA L OVSAK DAVID A & DEBRA L OVSAK 1370 E CTY RD M 1370 E CTY RD M -- RIVER FALLS, WI 54022 RIVER FALLS, WI 54022 NOTE. UTILITIES NOT SHOWN NOTE OLD AND ABANDONED FENCES TO BE SCALE CevnoN ON PLANS FIELD LOCATE PRIOR TO REMOVED AND DISPOSED OF AT THE DISCRETION OF THE ENGINEER SEC 35 T28N R18W NW SE SEC 35 T28N R18W NE SW CONSTRUCTION 0 50' 100, 150' v a Q, �4 T;7 Cd^'�1. 1150 1150 C IX , y 4a IF 1145 1145 1 1 5 • !r a 1140 1140 1135 1135 PROPO ED CENT --RLINE oo - ----- ----- -0.50% _ 0.62% ---- ---------- 1130 o 0 -------------- 0 --- 0 vPl ST = 144+50 0 n VP EL = t 135 29 a + Y - ^ `� o N 0 0 EXIS NG CENTERLINE o o a g + N n 1125 gl F o < o + 1125 _ II K= 1 2.44 g W g r rn w F P v w II w II w H J W 1120 1120 1115 1115 1110 1110 00 O) 00 tf O\ f] Q1 o N M O C4 N t0 O N N t 04 N 0 OI_ 0 O M4m 0 fO7) M M 0M0 OCA O O cM .0- 1 105 M M M —a.rll M to N N M M 01 N M ^ CN n 00 �to 0 M M M 51+00 O M t0 O 152+00 cD O M M (� ! 0 OO M M O 0 M M t0 0 OCNOO\ M M T N 00 N M MTo 1105d M d M M M 0 I� M MM O lT 0 M MM +00 +00 160+00 157 COUNTY PROJECT NUMBER ISHEET NO. DAVID A & DEBRA L OVSAK 70.07M2 (Widening) 11 OF 41 1370 E CTY RD M PLAN AND PROFILE RIVER FALLS, WI 54022 DAVID A & DEBRA L OVSAK 1370 E CTY RD M SEC 35 T28N R18W SW NE RIVER FALLS, WI 54022 SEC 35 T28N R18W SE NE =�' - STA. 164+75 LT F' '.g '-•' _ PRESERVE/CLEANOUT EXISTING _.csn CMP, WITH END SECTIONS m •��a_-rtns,.. _ --z#�*�,�„ - MATCH EXISTING AT 33• •,4,..,.,r,«. _ - - - - m - a - • .-+1 _sue CEP c. -. • ^'s - Z !'- fr. i.:.::.«....�.rr.ss:. .-...`.._ -—.—.•-r��1.0 �ai _. -�to i�-''! .aklp:. .`?r` lS`!af� .;::_. foe y,{. �- --- .-4 .r_:._ -,_.. ,�: ._.-.'... .;r-rs_. ..4..'r£iP:,i5"n,-��ii.�Tr.i+-.4•j� -:<+:R`.f't.�.-9t _i- ..::_.c_A._. . _'�.ir. .. >� '-_^-' #�..sa"'..." . ma's .�:xi-i?D •- . ....:.<_. 2'; r -153 s. C _ �. -.- _ -- -.- ,., -- -- -- - am— - Id' ^ .. .. - - - - ' 7 7__ _ T-PiD , r '� =: 2.. STA. 163+ 10 RT TZ PRESERVE EXISTING 18" CMP `• 1'TT �'A40'RW SLOPEPROSED WITH END SECTIONS .. myym MATCH EXISTING AT 33' ,• (//{^40'RW TA-155 STA-16 ,. --. s#� r 4• Wit: �7V �!_ -_ DAVID A & DEBRA L OVSAK " DAVID A & DEBRA L OVSAK 1370 E CTY RD M �J 1370 E CTY RD M RIVER FALLS, WI 54022 RIVER FALLS, WI 54022 SCALE NOTE. UTILITIES NOT SHOWN CAUTION ON PLANS NOTE: OLD AND ABANDONED FENCES TO BE REMOVED AND DISPOSED OF AT THE 50' 100, 150' SEC 35 T28N R18W NW SE FIELD LOCATE PRIOR TO DISCRETION OF THE ENGINEER 0 CONSTRUCTION SEC 35 T28N R18W NE SE 1150 1150 STA = 16 +7500 EL1821 35 1145 1145 q q = -243% RYE LEN = 45000 K = 105 95 1140 1140 1135 1135 _ - - + 'n' PRC POSED C ENTERLIN 1130 11301 o + + o m � a > a g 1125 _ 1125 EXISTING CENTER INE 1120 1120n 1115 r a y w 1115 g 1110 1110 0) 0) O p 0) N r- r7 U-) ro r+') It Ln to x to a) LO c0 r�) v 0 00 n 't r7 00 O 00 r- tf'I N d• u� N 0) O O) O 00 N tp M N �t M t0 I� c0 N U? N M 7 0) M O � J.� 01 <0 00 V' n rr ; (Cl N to '- st O rl) 1T, N N O W tD M O) 0) O O 00 O u l 00 6) O) 0) 00 00 tD c0 0 N N O G) 00 h LO 't M N O 0) O O O � d tM0 cr'6-) of r, 6 00 0) m 0=) 0=) O O 0 0 000 Cn r, t0 (6 U7 in ' r') r7 N O O 0) 6 00 00 n t` to u d C N NN - N. M M M M M 7 M M t7 M r7 7 n M M K) n M M = : - 11051105= 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 GARY A & JUDITH S GRIMM COUNTY PROJECT NUMBER SHEET NO, 1404 CTY RD M SEC 36 T28N R18W SW NW 70.07M2 (Widening) 12 OF 4t DAVID A & DEBRA L OVSAK RIVER FALLS, WI 54022 PLAN AND PROFILE PROPSEO 10 TLE STA-183+50 to • s '- STA. STA-185+00 182+70 LT "o ST,4 185WIN C L >. '� ; � xiSTING TWIN 60 CMPS WITH END SECTION w; NO CMP REQUIRED �1l " , , XTEND SOUTH SIDE OF WEST PIPE 44 �� *`$ PRESERVE EX1S ING G. MATCH ExiSTING AT 33' EXTEND SOUTH SIDE OF EAST PIPE f� f yNE EXISTING CENTERLINE REINSTALL EXISTING END SECTIONS (p - +, SLOPE INTERCEPT _ P��--,— # f.. ..� ",. t° .+ gym.- � �� .K� T % s �_�� y •;L� - Za � �-x 4 {� 8 N • o oc IX- n W ror` 1 Wow C s 23 6 13 STA. 186+50 • 45 RW STA. 174+50 RT '� al8a+ie.ss CUSS f ELD ACCESS OFF COTTONWOOD WITH LANDOWNER PRE5ERVE EXISTING 15" CMP F WITH END SECTIONS STA. 182+50 C L L ' MATCH EXISTING AT 33' MARK S K E L L Y REPLACE XISTING 24" CMP m y� 1389 CTY RD M WITH 8,,�OF 24" CMP PLUS �'ND SECTIONS 40'SKEW RHF VERNON J & LUCILLE M TR KELLY 1120 1120 RIVER FALLS, WI 54022 �- �`� 24 COTTONWOOD LA RIVER FALLS, WI 54022 1115 1115 l 11 SEC 36 T28N R18W NW SW 1110 1110 SEC 35 T28N R18W NE SE PROPOSED CENTER INE 1105 SCALE NOTE: UTILITIES NOT SHOWN CAUTION ON PLANS NOTE: OLD AND ABANDONED FENCES TO BE 1105 FIELD LOCATE PRIOR TO REMOVED AND DISPOSED OF AT THE 68a� 0 50 100' 150` CONSTRUCTION DISCRETION OF THE ENGINEER 1100 1100 G a \ G o +� \ - w: 51A i 75t 75 0 \ 1095 \ CURVE LEN = 450 00 F a p \ 1090 K = 10, 2f 1090 \ ` �` G " + y o VPI S A = 184+ , . 1085 1085 p el 7 °.a� \ a w 92 - 4 38% CURVE LEN = 656 <?J \ K a 4 33 1080 1080 \ E> ISTING ClEt TERLINF 0 0 0 0 o1075 - 1075 m U � 1070 1070 + G _ p 1 -+ i4- 1 1065 1065 1060 1060 N"1 u7 N N 00 00 O1 t0 :r� 0p 1n 0' t0 '.i O (\ 00 t1i V' �; N (O ;� n N u 01 m O N � _ co � Ln O Ln M I\ Q) Cn O� O N _ _ to V' Q, f^ M r d' tp .- O (\ M ct 00 r7 O� �'7 Ot tl1 1\ O N N ro O 00 tD .- tf1 ^7 .- 0� 11.1 r� f� �D t0 cD M S 40 0 ^ x. Q1 •- 00 CQ to U ;i M� •- N f� d Q� cD 00 ' d t'1 00 h t� OJ Q) O O � � .- N N 'd' � CO V ri N O O 06 �p t0 to 4 4 00 T to Ln N cV 01 CD U) � � n n M � O Qp t0 LD N r, r ^ N Ql 01 � tD � ifl M p'7 '` tD Lo (D w l0 Lo t0 �D N .- .- t0 lD t0 co t0 lD UD (D co N N N N N N N N O C O O O O CD 01 Q1 00 00 co � t10 r- o_o Oo 00 0_0_ OC O_c_ 00 o_c_ 00 0_0 00 o_c oc oo_ o0 00 0o O_o1055 1055� 173+00 - 1741-00 175+00 176+00 _ 1771-00 _ _oo_ _Oo_ 178+00 1791-00 180+00 181 +00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 COUNTY PROJECT NUMBER SHEET NO. NOTE: UTILITIES NOT SHOWN NOTE. OLD AND ABANDONED FENCES TO BE ON PLANS REMOVED AND DTIHEOENDGINOEER T THE 70.07M2 (Widening) 13 OF 41 SEC 36 T28N R18W SW NW CAtmON FIELD LOCATE PRIOR TO DISCRETION OF CONSTRUCTION PLAN AND PROFILE GARY A & JUDITH S GRIMM -------- ----------- MATTHEW A GRIMM 1404 CTY RD M CIRCULAR 1404 CTY RD M RIVER FALLS, WI 54022 Do - 0rw,00.0" RIVER FALLS, WI 54022 De • oroo'15.7" 1 Yj i#'.g1¢.--,£ f -�F _ , .,. ,. . " `++ - 8y - _ * f?; 1" '.,�f+�^4.,?#�-`t -: :3,t • 4 .,x } y 't L L s . ... SEC 36 T28N R18W PT W `N,� ` ` '* r 5 r Y . STA. 196+90 LT .. PRESERVE EXISTING t 8" CMP o REPLAC E EXISTING 24" CMP ggq1 WITH END SECTIONS Y WITH S6 X XI INGALU2 " C CMP i MATCH EXISTING AT 33' .. 3 POOR FENCE _ pLUS END SECTIONS I L -a: P " TERCEPT or"ork— 4 s. — — — N, PAP o - -�. .- � '�_ r._�_ _. ate.. ,r_ • . _ - ' ` - Alfol . � r CIRCULAR _ Oa - 07'00'00.0" Lo AN PROBED 45 KW Oc 07'0 1&7" m Z' T 11 -MSTA 193+00 to STA 206+00 VERNON J &:I.;UCILLE M TR _• F, 9' !, - -- N R 818:5 24 COTTONWOOD LA a t"� ` # 1, _ _ r PROBED 45 RW i /; STA. 195+20 RT L = 223.32 DISCUSS FIELD ACCESS OFF [ C 222.62 RIVER t' ALLS, WI 54022 STA-1$�+67 to - STA-1 2+_2,8 iii A._ fi �__,,ma�yy � l.+ COTTONWOOD WITH [ ANDOWNER F E � 7.68 ..;". .. - u - 7.60 �+ SCALE°v _ _ . .t RECONSTRUCT INTERSECTION .tea_: PI Slo = 197+65.09 IN 2009 O AND PAVE/MATCH AT 96' RT SEC 36 T28N R18W NE SW 0 50' 100, 150' SEC 36 T28N R18W NW SW v SAWCUT PAVEMENT AT MATCHLINES 1090 S r 1090 1085 o + s r� Q � o n 1085 FROPOS D CENTE LINE 1080 ---- --- - -- -0.99 1080 1075 O ui O EXIS ING CCNTj RUNE1075 f° n n w o G VPI STA = 191+ 500 rn _ o� z �� 0 - + rn a o m VpI1 L= 1082 9 It i o 1070 g a a 9 4 38% N w w F 1 D70 2 -0 99% it CURIE LEN = 3 0.00 = _ v1 w K=6861 ¢i 1065 g 1065 1060 1060 1055 1055 1050 1050 co - t0 I, N r7 0) O Ln O 00 01 O r- to a V) Ln Ln co n 0 Cl) ro r` I\ cD n I\ I\ 00 00 r7 00 00 N N t\ t0 � t0 t o cD to r. 0) t0 t Ln 00 M N 00 st of Ln n O N O 00 N O t rn t0 Ln r- U) 00 L. t M n 't t0 J', N 0) t M N I` Ln N CD r` Ln N O r- to N N 0) O I\ I` Ln to t0 00 r- - O N M o0 L0 N a t0 LP try O N N t t0 u� 00 c0 O O N N t t t0 LD 00 co 6 0% O O O O O O O O 01 0: 01 a-, 00 00 00 00 CO r- 00 I- n I` n r- n r- o0 c0 00 c0 00 00 01 a7 QL 0L O O t0 L0 t0 tD [0 t0 l0 Cp n t\ t` r- t� r- I� r- r- r` n r, 00 00 00 00 00 00 00 Oa 00 00 co 00 Il r` n f\ I'l r- I'l III n r- r- I\ n r• I\ I� t\ f` r• n i\ n t\ t\ n n r- 00 co 1045Oe o0 00 00 00 00 00 oc o_o_ oo _oo_ o0 00 00 00 00 _oo_ oc o_o_ o0 o_c_ o0 00 00 _oc_ oc o_o_ oc o_c_ o0 001045 187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 200+00 201+00 202+00 COUNTY PROJECT NUMBER SHEET N0. M A TTH E W A GRIMM N �� 7o.o�M2 (Widening) 14 OF 4t 1404 CTY RD M o `, RIVER FALLS, WI 54022 It �Q PLAN AND PROFILE SEC 36 T28N R18W SW NE SEC 36 T28N R18W PT SW NE �o`�� s. - PROBED 45 RW :.. a w t 4F -. o STA-209+81 for t POOR FENCE - - _ ST .. .< _ 45'RW ,, s 1 _ STA-215+18 PT 9t `. S SLOPE INTERCEPT _33 RV11 _ +0 EXISTING CENTERLINE" I r ;t; 2ta cDi . A . STA. 210+95 LT. , z PRESERVE EXISTING 18" CMP _ -� ._.. _. _ ... '. _t t ,3 WI TCH EXISTINGAT33' - - .,- ._ _ _ _ s �:.—++• - — - - - - - P • .. -. _ __ - , • :.H '�i.1�4.� 32-rilp< aY y!.�Ax+.. . qq a s Y.i + .: , m .;.ae.. dry_ ' I I —N 8 T .. T `.,'b PROBED 45 RW ;* t x Ks STA-193+00 to;. ' {�r;, STA. 210+05 RT r PRESERVE EXISTING I;y` WITH END SECTIONS 1�: MATCH EXISTING AT 33' CMP . • a� :t t PROBED�4*RW�J�, �S STA 0215+0 80 ,k,! M tR * Z �► S_TA-206+00 i � _aa �,'lb �. -� � •�. '� � � � � r`e � � . M` t I VERNON J & LUCILLE M TR KELLY VERNON J & LUCILLE M TR KELLY 24 COTTONWOOD LA 24 COTTONWOOD LA RIVER FALLS, WI 54022 RIVER FALLS, WI 54022 SCALE SEC 36 T28N R18W NE SW NOTE: UTILITIES NOT SHOWN ON PLANS NOTE: OLD AND ABANDONED REMOVED AND DISPOSED FENCES OF AT THE TO BE cAUnON FIELD LOCATE PRIOR TO DISCRETION OF THE ENGINEER SEC 36 T28N R18W NW SE CONSTRUCTION 0 SO' 100' 150' A PROPO 3ED CENI ERLINE 1120 1120 1115 1115 ' 5 1110 1110 F. q_ _ i G �_ w 1105 j1 2 % - Go 1105 O N O 1100 0 g wa 1100 A + q aW + o i� EXI TING CEN RLINE N N W 1095 VPI sTA = zoa+oo. N it q W 0 N/ II a i s 1 095 J gl - 0. 93 VI a > 4. 00 O Vt W W 92 = 4 39 n u g g CURVE N = 400 g w W1 STA 208+00.0 1090 1090 K 117 80 pg% �' 1 v WI El 1101.32 FYI ST = 205+50 0 ,�, 91 = 4. 92 = 2 R % WI EL 1090 81 v CURVE uRVE L N = 200.0 = 4 8%G K 98 3 1085 1O$5 q2 = 4 20% 1080 M - - - '0* Cn N M O t\ O c0 to of r'� O N CO N M Q) r N1`0C d 'T tp n O t0 � d 00 co N to O d d m d t0 P tn O CA V' N 00 tf1 ON N Clf M n t0 .- 'n 00 d n d 00 J7 Cn !D O n .- O o0 CO 00 N d' d to d tp i Ln f� d O N N 00 ul N M Q) A O t0 N t` 01 00 CD m O O O N M r7 to d c0 t0 c6 co O O N N to d n t0 O) CO O O N N M r7 d d 0 to c0 (6 00 f\ Ot co O O N .- �t M to 1!i co I� O O N N Ln d N N N N N N N N n r� n rl w 00 00 00 00 00 00 00 00 00 00 00 00 00 cA O) m a) m m Cn rn O) O O O O O O O O O O 00 00 00 �- 107500 0o 0_o 00 00 00 00 00 00 00 00 00 00 00 �� .- + 20100 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 COUNTY PROJECT NUMBER SHEET NO. 70.07M2 (Widening) 15 OF 41 SEC 36 T28N R18W SW NE ERIC R & MICHELLE M SWENSON ERIC R & MICHELLE M SWENSON 148 CTY RD W PLAN AND PROFILE RIVER FALLS, WI 54022 148 CTY RD W RIVER FALLS, WI 54022 SEC 36 T28N R18W SE NE _ l 'y - "" .• i ; STA. 226+20 LT L' i STA. 228+40 LT �.; ' Y REPLACE EXi�S71NG CMP S�_ REPLACE EXITING CMP "o' + -"'- a+: r 45RW �r4 ';i n '4.", ; WITH 26'XI8 CMP PLUS END SECTIONS c m• 3 d° WITH 30'Xi8 CMP t .PLUS END SECTIONS i „ - ._ pia-tl.lw'�C ayraw IF STA. 224+SS C L (� .. PRESERVE EXISTING 24` CMP WITH END SECTIONS .. R'.SS RW �► s. r. . i� DURING CONSTRUCTION ' STA. 216+05 RT `' ,:.,Z ! ;. 's *:s *}_ PRESERvE EXISTING i 8" CMP t� r • ,� -�► y ~ x + ta. _ WITH END SECTIONS << f Rp } '`,-!. * a XI 2 }� L $ r , MATCH EXISTING AT 33' }, • ,. �• yr: -i "� ,+.'.>< a;.. - ^:'-_ "• VERNON J & LUCILLE M TR KELLY DON A & CHERYL BURCH- SCHOFF 24 COTTONWOOD LA _- .___ W MAPLE ST RIVER FALLS, WI 54022 NOTE UTILITIES NOT SHOWN NOTE. OLD AND ABANDONED FENCES TO BE STI STILL WATER, MN 55082 SCALE ON PLANS REMOVED AND DISPOSED OF AT THE — CAMON FIELD LOCATE PRIOR TO DISCRETION OF THE ENGINEER CONSTRUCTION SEC 36 T28N R18W NE SE 0 50• 100, 150• SEC 36 T28N R18W NW SE 1150 1150 n N S C Mat V; t` V N 1145 1145 + Q a a - v " J 1140 1140 n + �� ---------- VPi Si = 225r50 0 1 1135 1135 VPi STA 219+OO Go '- ,:, VP � EL 1138-41 -\VPI EL= 1 4 v a - 91 =- 477 92 = -0. 7R " ,n w CVRvE EN 400 0 CURVE LE = 50000 K = 16 42 1130 1130 K = 97di O 1125 1125 0 ga' + N a II _ - tl 1120 1120 a; S 1V > 1 115 1115 1110 1110 O co N M 't 0 (D Ln in CD a)00 n 11- O 't n C 4 00 Lc) 00 0cG (7) d O 1 Lo .- N O 00 O 117 Cn 0) 00 00 c0 M d n d CO 'It I\ 0) O � O Nd N a', O m 00 O (D co N 00 M Qd? Nd' Qd=1 N I- N�CC 0) It 0 0 lD — O 0O C O 00 r• C"-) �M lf7O O= co 4,--) (D to t` "cr� N (V 7 d n I ) ) 7 i00 ) T 0) O CD co at O 0) � 0) n Os 0) CO 01 CO 6) 0) 0) a) O O O O N N •t d N N M)7 r7 r) Mr7 M "0 M I M— r7 M r) d �• ��d 1105NN 1105: � -� -1- 215+00 216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+ 0 COUNTY PROJECT NUMBER SHEET NO. 70.07M2 (Widening) 16 OF al ERIC R & MICHELLE M SWENSON SEC 31 T28N R17W SW NW 148 CTY RD W PLAN AND PROFILE RIVER FALLS, WI 54022 MATCH AT 100' LT SEC 36 T28N R18W SE NE TOM & TONY DALLMAN _ 1519 CTY RD M } RIVER FALLS, WI 54022 r 00.82,60'LT P 0 ED 43'RW TA-231+00 to I 1 RECONSTRUCT INTERSECTION IN 2009 SL STA-234+31 >I R=rJO' O 0g AND PAVE STA 234+00-235+40 0 t' ,Q ROPROP,SAWCUT PAVEMENT AT MATCHLINES Y ST 235+40,33'LT TING24" CMP RTHLACE, EXISTING .#.w T"°� Mc•;►4+sr .ev+ "..'+�T"'..�+«-,y;��y*'blL' - • W 24' CMP PUJS valows 'w.-• .. AND ALIGNMENT FR OW r' t EO8 z -. LOP o EOB s 1�ONY DALLMAN .'82.70'R I Y RD M .1 FALLS, WI 54022 u Uwe SEC 31 T28N R17W NW SW SEC 36 T28N R18W NE SE MATCH AT 100' LT SCALE NOTE: UTILITIES NOT SHOWN NOTE: OLD AND ABANDONED FENCES TO BE ON PLANS REMOVED AND DISPOSED OF AT THE A FIELD LOCATE PRIOR TO DISCRETION OF THE ENGINEER 0 50' 100, 150' CONSTRUCTION 1165 , 1165 1160 1160 1155 _ 1155 PROP SED CEP TERLINE 2 -- 0 1150 i o t150 9n%— 1145 o + m N w 1145 EXI TING CEN ERLINE n p „ � n v a W s a o 0 s 0 N � g 1140 1140 1135 1135 1130 1130 1125 1125 00 N O M cD N co to CON r- M 00 N T CO N F) O n 00 tP, n ct M n CT) r" M It to cD rl� Lo a V v (D a U) n v v tc 00 c v r, v CD a c0 O c tt i ai v O �n O n ir) n N t2 N to Mr-� r2 n f 12 1120 1120 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00 241+00 242-00 243+00 244+00