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Home My WebLink About2007 70.07M1.pdfINDEX OF SHEETS SHEET NO. 1 TITLE SHEET NO. 2 STANDARD ABBREVIATIONS AND QUANTITIES SHEET NO. 3 TYPICAL SECTIONS SHEET NO. 4 EROSION CONTROL PLAN 170th ST.) (CTH SHEET NO, 5-10 EROSION CONTROL PLAN M) SHEET NO, 11-22 PLAN AND PROFILE CTH M) SHEET 140, 23 PLAN AND PROFILE 170th ST.) SHEET NO. 24-46 CROSS SECTIONS (CTH M) SHEET NO. 47-48 CROSS SECTIONS (170th ST.) TOTAL SHEETS = 48 DESIGN DESIGNATION A,D.T. 2000 = 750 A.D.T, 2020 = 1150 D,H,V. 2020 = 140 D. = 50/50 T.(% OF A.D.T.) = 10% V. = 55 MPH ESAL, _ CONVENTIONAL SIGNS COMBUSTIBLE FLUIDS CAUTION (UNDER PRESSURE) UNDER GROUND UTILITIES GAS G ELECTRIC E— TELEPHONE T SERVICE PEDESTAL CABLE MARKER P MOWER POLE I�1 TELEPHONE RAILROADS -}-1-}-1MARSH �F--j-f WOODED AREA RIGHT-OF-WAY MARKERS OVER HEAD LINES G.H. FENCE LINE COUNTY LINE CORPORATE UtMTS PROPERTY LINE - OT LINE — IMITED HIGHWAY EASEMENT -- iNG RIGHT OF WAY - - [_.X;_- NEW RIGHT OF WAY REFERENCE LINE ✓ SI ("PE INTERCEPT ORIGINAL GROUND PROFILE EXISTING ROADWAY OR PRIVATE ENT. — CULVERT IN PLACE = CULVERT REQUIRED CULVERT REQUIRED PROFILE 0 p 5T. CROIX COUNTY HIGHWAY DEPARTMENT PLAN OF PROPOSED IMPROVEMENT DIVER FALLS -NEW CENTERVILLE ROAD (CTH w - CTH r) C.T.H. M ST. CROIX COUNTY 25th Ave Ave BEGIN WIDENING PROJECT STA. 11+00 70.07M 1 . ommommum R-17-W PROJECT DESCRIPTION NUMBER SHEETS 1 1 48 CTH "M" (CTH W to CTH T) CONSTRUCTION PROJECT NUMBER 70.07M1 YEAR OF CONSTRUCTION 2007 UTILITIES DIGGERS HOTLINE I TELE. 1-800-242-8511 BALDWIN TELCOM I = 93D Mople Street _ Baldwin, WI. 54002 TEL. (715}- 684-3346 U ATTN. Ken Corlsrud Cell (715)-760-0966 MAGELLAN MIDSTREAM PARTNERS 2451 W County Rood C Roseville, MN. TEL. (651)-633-1519 O ATTN. Gary Robideaux 0 PIERCE - PEPIN ELECTRIC W7725 U.S. Hwy 10 PD Box 420 Ettsworth, WI. 54011 TELE.1-800-924-2133 ATTN, Mike Most SBC-AMERITECH 304 SOUTH DEWEY ST. EAU CLAIRE, WIS. 54701 TEL. (715) 839-5565 ATTN, RICK PODOL.AK P E A c AN R ST, CROIX ELECTRIC C13-OP + V DG I E HAMMDN WIS, 5401ALLEY 5 TELE. (715)-796-7000 71 ATTN. Stan Higby . . Cell (715)-781-2296 i�I f� 1 Sth Ave TOWN of PLEASANT VALLEY 1630 30th AVE. �y HAMMOND, Wt. 54015 ++ I TEL 715-796-2741 VI ATTN. LARREY NOLTE ST, CROIX COUNTY HWY. OPT. V) V) E%� n co P.O. BOX 108 i-- 1150 DAVIS ST. .0 .I TEL, (7N5)-796 2227 In 0 ATTN. TIM RAMBER6, HWY. COMMISSIONER to ORIGINAL PLANS PREPARED BY T-28-N ST. CROIX COUNTY HIGHWAY DEPT, V) // i END STA. BEGIN WIDENING PROJECT / 86+00 CONSTRUCTION PROJECT LAY OUT GRAPHIC ,$CALF END CONSTRUCTION PROJECT STA. 168+00 BATE SIGNATURE � IAX COUNTY STA. 86+00 0 2000 4000 P._VISION HIGHWAY�DEPARTMENT DATE PREPARED BY ( IN FEET I t-_.. .' SURVEYOR FRANCIS W. BLESKACEK ?LS COORDINATES ON THIS PLAN ARE REFERENCED TO - ST, CROIX COUNTY COORDINATES SYSTEM DESIGNER JE�FFRE•Y S DURKEE P,t. TOTAL NET LENGTH OF CENTERLINE = 2.97 Mi. DRAFTED BY JAMES_Y.�_ KRIZAN , WIDENING = 1.42 MI. RECONSTRUCTION = L55 MI. 170th ST, = 0.17 ML. , CH EC_D BY Trfyl RAMBERG COU H Y CM.MSSIr R. or RAD. ADJ, ADJUST R.P. AGG. AGGREGATE RL, R/L AH. AHEAD R.P. ASPH. ASPHALT R.C.C.P.S.S. AVG. AVERAGE REQ'D. A,D.T. AVERAGE DAILY TRAFFIC REF. BEG. BEGIN RECONST. B.A. BEGIN ABRUPT RT. BK. BACK R/W B/W BACK OF SIDEWALK RD. BIT. BITUMINOUS SAN. C.B. CONTROL CABINET SW. C. C. C/L CENTER LINE S. C.E. COMMERCIAL ENTRANCE S.B. A CENTRAL ANGLE OR DELTA SB. CONC. CONCRETE S.F. or SO. FT. CONST. CONSTRUCTION S.Y. or SO. YD. CO. COUNTY ST. C.T.H. COUNTY TRUNK HIGHWAY S.D.D. C.Y. or CU. YD. CUBIC YARD STH C.P. CULVERT PIPE STA. D. DEGREE OF CURVE SS E.A. END ABRUPT S.E. EA. EACH T. E. EAST OR EAST PROJECT COORDINATE T.C.P. E. ELECTRICAL LINE T.P. E.B. EASTBOUND T.L.E. EBS, EXCAVATION BELOW SUBGRADE TN. ELEC. ELECTRICAL TYP. EL. or ELEV. ELEVATION UNCL. E.P. ELECTRICAL POLE U.S.G.S. EXIST. EXISTING USH F.E. FIELD ENTRANCE VAR. F/W FRONT OF SIDEWALK V.C. FT. FOOT VERT. G. GAS V.P.C. G.V. GAS VALVE V.P.I. HOR. HORIZONTAL V.P.T. HYD. FIRE HYDRANT W. INL. INLET W. I.D. INSIDE DIAMETER W.B. INV. INVERT (ELEVATION) W.V. I.P. IRON PIPE OR PIN N.S.P. LB. POUND N.B. L. LENGTH (OF CURVE) NO. L.F. or LIN. FT. LINEAR FOOT N.E. LT. LEFT NOR. MAX. MAXIMUM N.W. M.H. MANHOLE PAVT. MI. MILE P.E. M.L. or M/L MATCH LINE PB or P.B. MIN. MINMUM P•C. N. NORTH OR NORTH PROJECT COORDIAT€ P.I. QTY. QUANTITY P•T� RADIUS RADIUS POINT REFERENCE LINE REFERENCE POINT REINFORCED CONCRETE CULVERT PIPE, STORM REQUIRED REFERENCE LINE RECONSTRUCTION RIGHT RIGHT—OF—WAY ROAD SANITARY SEWER SIDEWALK OF SOUTHWEST SOUTH SOUTHBOUND SIGNAL BASE SQUARE FEET SQUARE YARD STREET STANDARD DETAIL DRAWINGS STATE TRUNK HIGHWAY STATION STORM SEWER SUPERELEVATION OR SOUTHEAST TANGENT OR TELEPHONE LINE TEMPORARY CONSTRUCTION PERMIT TELEPHONE POLE TEMPORARY LIMITED EASEMENT TOWN TYPICAL UNCLASSIFIED EXCAVATION UNITED STATES GEOLOGICAL SURVEY U.S. HIGHWAY VARIABLE VERTICAL CURVE (LENGHT) VERTICAL VERTICAL POINT OF CURVATURE VERTICAL POINT OF INTERSECTION VERTICAL POINT OF TANGENCY WATE RM AIN WEST WESTBOUND WATER VALVE NORTHERN STATES POWER NORTHBOUND NUMBER NORTHEAST NORMAL NORTHWEST PAVEMENT PRIVATE ENTRANCE PULL. BOX POINT OF CURVATURE POINT OF INTERSECTION POINT OF TANGENCY 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. 170th ST. PLEASANT VALLEY STA. 205+00 — 215+00 MATERIAL YARDAGE SUMMARY 1,550 C.Y. GRANULAR SAND SANDLIFT 470 C.Y. CRUSHED AGG. BASE COURSE 230 C.Y. RECYCLE ASPHALT 270 TON ASPHALTIC BIT. PAVEMENT LOAD SPREAD 170th ST. GRANULAR SAND 169 C.Y. per 100 Ft. or 1.69 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 7.1 Ft. Quad axle 16 C.Y. = 9.5 Ft. AGGREGATE BASE COURSE 50 C.Y. per 100 Ft. or 0.50 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 24 Ft. Quad axle 16 C.Y. = 32 Ft. RECYCLED ASPHALT 25 C.Y. per 100 ft. or 0,25 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 48 Ft. Quad axle (16 C.Y.) = 64 Ft. LOAD SPREAD (WIDENING) STA. 11+00 — 86+00 GRANULAR SAND PER SIDE 52 C.Y. per 100 Ft. or 0.52 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 23 Ft. Quad axle 16 C.Y. = 31 Ft. AGGREGATE BASE COURSE PER SIDE 28 C.Y. per 100 Ft. or 0.28 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 43 Ft. Quad axle 16 C.Y. = 57 Ft. LOAD SPREAD (CONSTRUCTION) STA. 86+00 — 168+00 GRANULAR SAND 208 C.Y. per 100 Ft. or 2.08 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 5.8 Ft. Quad axle 06 C.Y. = 7.7 Ft. AGGREGATE BASE COURSE 96 C.Y. per 100 Ft. or 0.96 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 12.5 Ft. Quad axle 16 C.Y. = 16.7 Ft. RECYCLED ASPHALT 31 C.Y. per 100 Ft. or 0.31 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 39 Ft. Quad axle 16 C.Y. = 52 Ft. COUNTY PROJECT NUMBER CTH "M" 70.07M1 STANDARD ABBREVIATIONS AND QUANTITIES SHEET NO. 2 of 48 STA. 11+00 — 168+00 MATERIAL YARDAGE SUMMARY 24,760 C.Y. UNCLASSIFIED CTH M & 170th ST. 24,860 C.Y. GRANULAR SAND SANDLIFT 12,070 C.Y. CRUSHED AGG. BASE COURSE 1,550 C.Y. RECYCLE STA. 86+00-168+00 8,950 TON ASPHALTIC BIT. PAVEMENT CULvERT SCHEDULE STA. LOCATION LENGTH/SIZE END WALLS 20+82 CL 70'X24" CMP 2 REQ'D 24+05 RT. 30'X18" CMP 2 REQ'D 53+06 RT. 30'X36" CMP 2 REQ'D 89+96 RT. 26'X18" CMP 2 REQ'D 97+20 CL. 56'X24" CMP 2 REO'D 99+37 LT. 26'X18" CMP 2 REQ'D 104+27 CL. 8'LT.-6'R7x3O" 0 REQ'D 111+51 CL. 62'X36" CMP 2 REQ'D 116+53 LT. 52'X24" CMP 2 REQ'D 126+57 RT, 26'X18' CMP 2 REQ'D 128+98 RT. 26'X18" CMP 2 REQ'D 131+00 RT. 26'X18' CMP 2 REO'D 142+42 LT. 24'X48' Arch CMP 2 REQ'D 142+78 CL. 52'X48" CMP 2 REQ'D 148+65 LT. 26'X18" CMP 2 REQ'D 150+11 RT. 26'X15" CMP 2 REQ'D 156+03 CL. 60'X36" CMP 2 REQ'D 160+60 RT. 24'X15" CMP 2 REQ'D 160+86 LT. 3D'X15' CMP 2 REQ'D 211+55 RT. 26'X15" CMP 2 REQ'D G EXISTING R/W ROW I EXISTING EGDE—\ OF PAVEMENT VARIES '�—EXISTING 11' LANE GRAV. SHLDR. jj POINT REFERRED — TO ON PROFILE I I 0.02'/, 4" TOPSOIL, SEED & $ 7 "I&4 f �M,q, 23.90' 20.80' 8.80' 2.1 EXISTING R/W I I I 4' TOPSOIL SEED, MULCH & FERTILIZER COUNTY PROJECT NUMBER 70.07M 1 CTH M TYPICAL SECTIONS 0 Notet CP Base # 100 81+20 Lt. N= 303997.8410 E= 585452.3403 Elev= 1227.75 ORIGINAL GROUND THROUGH HIGHWAY CTH M I-12" GRANULAR SUBBASE i—MINIMUM 6" BELOW SUBBASE 8" BASE AGGREGATE DENSE (1 1/4" OR 3/4") L-3" ASPHALTIC E1 PAVEMENT MILL CRUSH AND RELAY EXISTING BASE AND PAVEMENT (BY OTHERS) TYPICAL FINISHED WIDENING SECTION CTH M (STA. 11 +00 - 86+00) EXISTING RIGHT—OF—WAY VARIABLE — 48' SUB GRADE — 42' TOP:OF SAND 38' TOP Of BASE COURSE 36' 3' 15' — 15' IAdia OA2' FT. I 10.02'/FT. 3' 0.80' 1.60' 3.18' ::xe;>iar:_,<tia:s:r:•x .:e>r; ;:• r:;:; :::;;;i;::e:;:e::;; •:>:::;;:•::;;;:;:_:•a.-�.1 4" TOPSOIL, SEED & MUDWES. • 1 3: POINT REFERRED TO ON PROFILE ?.S. NOTE: 0.5' MINIMUM DEPT OF DITCH UNLESS 3" ASPHALTIC CONC. E7 T. TYPE dfy DETERMINED OTHERWISE BY ENGINEER 6" CRUSHED AGG. BASEE & 2" RECYCLE r 12" DEPTH GRANULAR SUBBASE TYPICAL FINISHED SECTION RECONSTRUCTION TYPICAL INTERSECTION STA. 57+02 LT. - 158th St. STA. 63+71 RT. - 165th St. STA, 90+08 LT. - 160th St. STA. 116+55 LT./RT. - 170th St. EXISTING RIGHT—OF—WAY VAR 40' SUB GRADE — I 33' TOP OF SAND — 1 30' TOP OF BASE COURSE i CTH M 4" TOPSOIL & SEED (STA. 86+00 - 168+00) LVAGED TOPSOIL & MULCH �,_ SEED & FERTILIZER VARIABLE 12' MIN. 24' 1 3•� _--2.1' 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 2. 1' SEED & FERTILIZER SALVAGED TOPSOIL & MULCH 28 1 I 3' ,11' 11'— 0.02' T. I I I 0.02'/FT. POINT REFERRED TO ON PROFILE 3.7 3 OF 48 4" TOPSOIL & SEED 2" ASPHALTIC CONC. PAV'T. TYPE E7 2s NOTE: 2' MINIMUM DEPT OF DITCH UNLESS 4" CRUSHED AGG. BASE X 2" RECYLE DETERMINED OTHERWISE BY ENGINEER 12" DEPTH GRANULAR SUBBASE TYPICAL TOWN ROAD FINISHED SECTION STA. 57+02 LT. - 158th St. STA, 63+71 RT. - 165th St. STA, 90+08 LT. - 160th St. STA, 116+55 LT./RT. - 170th St. COUNTY PROJECT NUMBER SHEET NO. NOTE: UTILITIES NOT SHOWN 70.07M1 (Widening) 11 OF 48 ON PLANS SW — NW �Atrrcox FIELD LOCATE PRIOR TO SEC 31 Tom & T Tony off/ num CONSTRUCTION PLAN AND PROFILE PI SEa = 10+35.51 N = 303978.68 ## t tl STA. 11 +00 1519 CTY RD M River Falls, WI 54022 E = 578368.9* t� I = 00'f2'43.9`R BEGIN PROJECT REMOVE°E IS N tCATTLE PASS INSTALL 70' X 24" CMP NOTE; SAWCUT PAVEMENT 65'RW WITH END SECTIONS MATCH EXISTING GRADE EXISTING I 33'RW -PED -11 UGT - p�P EXISTING ' No CMP Required SLOPE INTERCEPT - SLOPE INTERCEPT I � J � EXISTING CENTERLINE ob'- N 89'47'18.5` £ N "'_ = 7Z '- W — } — — — — N — — — — a, S 89'59'57.7' E .{ — — — — — — — — — — — a — -� — — — -�Nr — — — — CA s_ — -ii �- — — �- — �_ t357.67 fT _ _--- -- -- 1 ----------- -------L4G�----- ------------ -=-�s�. r`r�-sr-- ----- - _1L-(JG�- I ---- ----_ EOS�- SLOPE INTERCEPT W m �+ PJP rn rn a h T-PED I I {)I ' -PED P/P J/ PAP P/P PJP o SLOPE INTERCEPT P 45'RW EXIS N 1 I EXISTING o + Preserve Trees + CAUTION p No CMP Required m p 1 m Note: 10'x400' TLE (0.092 Acres) Warning: High pressure gas line I { Contact Northern Natural Gas I� prior to excavating. Tom �' T my Dadtnum SCALE #I I� N'w—Sw 1519 CTY RD M li SEC S; River Falls, WI 54022 50' 100, 150' 10 1180 1180 1175 1175 VPI STA = 14+00 VPI EL = 1164.10 LEN107.14 ^ 300ft. 1170 KURVE 1170 0 o 0 In VPI STA = 22+5 o � VPI EL = 1159.00 CURVE LEN = 300ft. 1165 K = 128.91 1165 ina PROPOSED CENTERLINE 0 1160 1160 rn a m o o m o In + ro EXIST 40 CENTE-f LINE '0 1155 N W In {I 2 CMP o 1150 y w x x g �{ „ 1150 N U g U 1145 1145 1140 1140 O N Op qr�7 �� p gg W�p N1�3 1�qq o OO p�00 Oo i�cv p ^ v� Om p W 9- am o d) � �� a3� elDco ip'� coo � � b� m��0 � � >� � � i i4� 1135 0 _ _ ! - !r r� - !� !� !r r.- to !�- rt �r !� r►r ! - !+- ! - ++r !�- 1�1135 8+00 9+00 10+00 11+00 12 00 13+00 14+00 15+00 16+00 17+00 18+00 19+ 0 20+00 21+00 22+00 23+00 Sr-Nir COUNTY PROJECT NUMBER SHEET NO. SEC. 31 Vernon A. Elaenpetor NOTE: UTILITIES NOT SHOWN 70.07M1 (Widening) 12 OF 48 1526 RD M SE -NW ON PLANS 6nvrcoN FIELD LOCATE PRIOR TO i Falls, River Falls, WI 54022 EPLAN AND PROFILE STA. 24+03 LT l Preserve Existing CMP Clean out around east end STA. 28+05 CL e"V $ S. lit�Oht Pi Ste = 7&67 1B N = 303978.70 Preserve and protect 65'RW i l E = 579735.70 exist CMP and end sections I STA. 76 158th St River Falls, WI 54022 EXISTING i = ooro8'45.t"R EX TIN PRESERVE EXISTING CMP PRESERVE l CLEAN AROUND END SECTIONS 50'RW 33'RW EXISTING r P/P —PED EXISTING ,o iS /dJ No CMP in ROW � � SLOPE INTERCEPT r EXISTING CENTERLINE a w rn i m -- — —77- -MT ---- ---- o 89 S'S1125"E � �� ---- --- --- ----- N----- m — -ai 1329.25 F 'a ------ - - - --- ------ N m - T—PED _j til SLOPE INTERCEPT P/P P P P �. 33'RW EXISTING P P / + No CMP required T—PED P/P ¢' No CMP required P/P o �Note: Existing 5 Strand $orbwire Fence o, + 4-0'RW / EXISTING Fence in for condition/active posture STA. 24+03 RT 0 Land owner will temporary relocate fence NW -SW REMOVE EXISTING CMP mm 3 SEC. 31 INSTALL 30' X 18" CMP WITH END SECTIONS o Note: 10' x 280' TLE (0.064 acres) o NE-SIF F SEC. 31 m Tam, & Tom SCALE Dau Um 1519 CTY RD M River Foils, WI 54022 0 50' 100, 150' 1170 1170 VPI STA = 22+50 VPI EL = 1159.00 VPI STA = 34+50 CURVE LEN = 300ft. VPI EL = 1160.50 1165 K = 128.91 CURVE LEN = 500ft. K = 101.17 1165 1160 1160 a � o v P OPOSED CENTER E -zzaz a + 1155 n 8 + 1155 U a 2, ix 1150 o EXISTING ENTERLIN a o q 115Q w + n a n 1145 a" u i f a 1145 w Uq aU 1140 1140 1135 VPI STA VPI EL = 28+00 = 1142,90 CURVE LEN = 400ft. K = 70.99 %22+00 1130 od � 00 ^ oo IA N c0 Ili Ql d- N 00 (� i .- ! u7 a) ca r ca te a) N 0) Mi N3 uJ N ♦N r- 00 ^ u7 O p. N 00�QD�N M uO .- tp W o0ir)1 i r' t r� d Yo �r V- u L6 �rS d ui iri � cCi .- a O �rSri n �r ,d 15 Sri ��pp �p cD 1s n ip 1� !� W r- 1^� to I� 1^� u� tf� r: co Sriw r = V. - T- - ! - 11- - V- - = r = r r = r = f=112523+00 24+00 25+0 26+00 7+00 28 .00 29+00 30 -00 31+00 32+00 33+00 34+00 35+DO 36+00 37 nn COUNTY PROJECT NUMBER SHEET NO. SW —NE NOTE: UTILITIES NOT SHOWN 70.07M1 (Widening) 13 OF 48 NiQ%i0 S F+� i3i rrloyeu d CAiPP[0N FIELD LOCATE PRIOR TO CONSTRUCTION PLAN AND PROFILE 1550 E CTY RO M I River Falls, WI 54022 I PI Sta = 37+32,43 ) g S. %r�Qht Bt"i N = 303975.27 1 E = 581064.95 I = oo'to'57.6"lt STA_ 37+84 LT 76 15$th St. River Falls, WI 54022 PRESERVE EXISTING CMP STA. 40+29 CL l CLEAN AROUND END SECTIONS PRESERVE EXISTING CMP 50•RW ) STABILIZE ENBANKMENT RIP - ) ) RIP AROUND END SECTIONS EXISTING 40'RW 40'RW -PEO EXISTING EXISTING (SSLOPETE INRCEPT dL EXISTING CENTERLINE SLOPE INTERCEPT EOB w-- m '15,0' E S 89'40iL — — — — •-a--_ EOS -�._ _a_ _- -n-_.2638_.28 -- F7�..� — ��-' - ---- ---------------- — ---•-- ---'------------------------------- - ------------ • • - "'------ ��_ - - -��- -_- �z_..��-ate . � . � :'� . �-r -ca ..•��.�.._�i�t="L ----------- mil• ------------- z — — — — _ — — — — — — — — — — — — - T PEb m SLOPE INTERCEPT 0 P/P P/P Ll SLOPE INTERCEPT Ll 40'RW 33'RVy T-PED -/Z EXISTING z P/P P/P P/P EXISTING ) CA Note: 12' x 260' TILE (0,072 acres) N 0 45'RW 45'RW Z tN + + EXISTING EXISTING jl m o STA. 37+22 RT m o PRESERVE FENCE PRESERVE FENCE PRESERVE EXISTING CMP Ca��;vim CLEAN AROUND END SECTIONS NW —SE Ranches MX Begin goad Fence SEC. 31 42 160th ST. River Falls, WI 54022 SCALE 0 50, 100' 150' 1175 i 1175 1170 1170 FROPOSED C€NTER INE 8 1165 0 0 8 `t 1165 0 3117. If 1160 M a / v by 0 1160 EYJSTING CENTERLIN 17 55 U u a 1155 1150 1150 + M m � __ 1 145 u 1145 1140 1140 VPt STA = 40+90 VPI EL = 1146.20 CURVE LEN = 500ft. 1135 K= 1135 1D coo m� A� �� o p +�1uot Srn y9�3.50 0 41`rt p 8� �ccc _tom W W to �ca'o �.t rnM,,3tto p c��f tii cD to Lrs d' n a N r: n Cj n 1R O Efl Qj �F RT Q� <t �f 6i �t i3i "t a) O if3 " iCJ 1(7 CV 1� ([! a�d' c0 cII 1130'"- n 1:i - •-.- rf - i - r"- �r �� ram- V. - �.- �� - �.-1130 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 COUNTY PROJECT NUMBER SHEET NO. SE —NE NOTE: UTILITIES NOT SHOWN 70.07M1 (Widening) 14 OF 48 $ S. Licht wM SEC. 3f cnuT[orr ON PLANS FIELD LOCATE PRIOR TO 76 158th St. CONSTRUCTION PLAN AND PROFILE River Falls, WI 54022 PI Sta = 63+70.71 N = 303960,11 E - 593703.48 i 1 = 0093'27.7°L f V C0 EXISTING 33' RW > 33'RW 0'RW EXISTING T-PED a NO CMP REQUIRED SLOPE INTERCEPT EXISTING � EXISTING F F SLOPE INTERCEPT y -1 EXISTING CENTERLINE 77 '4 ' w > cn m N w I y — — — — -- 2638.28 FT�- —Y ^(.� o — — ---UGT —=,==T- _---------'��-----s----------- --- �_ \ -- -- -- �. SLOPE INTERCEPT P/P X—X—X—X—X—X—X—X—X— �T-PED X—X—X—X P/P X—X—X X—X—X—X—X—X X—X—X—X—X X SLOPE INTERCEPT X—X 1 ff X—X 45'RW PRESERVE FENCE 45'RW T-PED ttI'� PIP N 40'RW EXISTING STA. 53+00 RT, EXISTING � EXISTING REMOVE EXISTING CMP INSTALL 30' X 36" CMP CAUTION Note: Preserve 8 Drain ONE END SECTION ON WEST END Cannon River PROTECT 8" DRAIN AT EAST END Ranches LLC NE —SE SEC. 3 1S STA. 63+71 RT Riverr Falls, , WI 54022 PRESERVE and PROTECT CMP SCALE 0 50' 100, 150' 1205 1205. 1200 1200 1195 1195 STA = 64+00.0 VPI EL 1195.51 1190 -� 1190 VPI STA = 51+50 VPI ELLEN 1179.20 VP1 STAPROP 61+500 =l1Bs.84 CURVE L= 500ft. SED CE ERLfNE �� VPi EL 1185 K = 207.35 1. _ -- 1185 VPl EL 1196.86 0, % _ 1180 VPI ST = 57+00, 1180 1175 3ti1 o 'n 1175 u 1170 y W 1170 1165 1165 ♦!f� O 1^�� 0 ! (� 11C'j IY*#O 1?Q!� d�' Cr 8Fo Mi0 CV �ct� �d W 1 �00 I�ACV g�2�O�r Co "I38 ��p� �0Co (Q00 ro00 00 W D 00 � � �� W w r = f r = = r = r= I- � = -1160 63+00 64+00 65+00 50+00 51+00 52 -00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 COUNTY PROJECT NUMBER SHEET NO. NOTE: UTILITIES NOT SHOWN 70.07Mi (Widening) 15 of 48 ON PLANS cnumiotr FIELD LOCATE PRIOR TO CONSTRUCTION PLAN AND PROFILE SEC. 32 SE—NF Eleanor M Schiitgen STA. 73+ 15 LT SEC. 32 1614 CTY RD, M PRESERVE and PROTECT CMP River Falls, W1 54022 40' RW 40•RW EXISTING PIP SLOPE INTERCEPT ( EXISTING SLOPE INTERCEPT- T-PED m �k 7 EOB EXISTING CENTERLINE E08 ------ --------F -- ---- --------- - - --------------------- ------- ------------- ---- ----- --------------------.UOT--------------- - -�+- — — — — -41G ------- - -x EOS ��P SLOPE INTERCEPT S� 'f NO CMP REQUIRED z OS - -it /p/P PjP P!p SLOPE INTERCEPT PIP 40•RW EXISTING PRESERVE FENCE EXISTING ; Robert J Kathieen M Swemon S� 23 165th ST. River Falls, WI 54022 SEC. 32 + Cwwwn Biver I Ranches LLC NE —SW SCALE 42 160th ST. SEC. 32 River Falls, WI 54022 0 50' 100' 150' 1230 1230 1225 1225 2,00x + 1220 Nq:q STA 72+=G 1220 (] Ua 1215 1215 OPOSE CENTER INE 121fl 1210 % EXI ING CENT RUNE 1205 2' 1205 1200 1200 1195 1195 1190 1190 N V0 O c0 too TO u) ^ cD i'7 c0 P2 a0 0 tD 0 0 cog co O O O IO, D g � a � 0 d K3 Ni t[3 Sri n t` � csi N ' ri N ui N r; N .�i,�t( N N �V. N N NN N tT1N _o r qN rr crN r rYN �1ZV N N N N `�N `�1185 1185 64+00 65+00 56-r00 67+00 68+00 9+00 70+00 71+00 72+00 73+00 74+ 0 75+00 76+00 77-+00 78+00 79+ 00 COUNTY PROJECT NUMBER SHEET NO. NOTE: UTILITIES NOT SHOWN 70.07M1 (Videning) 16 of 48 ON PLANS SSE —NW CAUTION FIELD LOCATE PRIOR TO SEC. 32 CONSTRUCTION PLAN AND PROFILE E�afiOf SOh�tit8ren CT 1fi14 Falls, 15RD. M River Falls, WI 54022 STA. 90+10 100' LT `� SoWcut existing pspholt - Match grade ,r KathWen M Swomon 93 165th ST. 7j River Falls, WI 54022 STA. 86+00 P/P 9> SEC. 32 40'RW EXISTING 33 BEGAN 8— 0 o 33'RW SLOPE INTERCEPT o T—PED EXISTING RECONSTRUCTION T—PER + 10' T1E EXISTING SLOPE INTERCEPT EOB EXISTING CENTERLINE i rn ------- co.rl.::+- ---------- ul'F --- ��._ �►^.�.�. ------ ��... �•.... ------------------- �.i��T .Lr_T------------- ----- — --- - — --- -- ---=-�s.�T� ..� ------------- _ -- ------ ----- ='-•v-. �..-� .-�. �.. r '.a`"'-'„'�"".' -'---- ---HGT-' ---'m-- -m-- —mac--- —� -'--m--- -- -� --- —'-'�-----is-- m o --�--------or---- n> w a in —-----m------ee------e'-- m ram.. .i m co o S 69'S3'427' E u ---9 — — --a-- — — — - A-- —$-----e--- --e------� --- —-----�----- �^----g-_-- --_-_n---_ -- o — — $---- __-a _ _- ._.—.— ._ _ _ _ _. _._ .�.—._._._ _ �.._._..._ _.—._.� �'— — __ -- -----^--tJGT---------- EOS SLOPE INTERCEPT �/ EOS P/P / P/P / P/P P/P 74 / P/P L SLOPE INTERCEPT P/P 33'RW 17' TLE 33'RW EXISTING g SO,RW EXISTING Robert J EXISTING ! Z! Mark & Jean A g'�Sen A( Swenson NOTE: OLD ABANDONED FENCES TO BE + moelter REMOVED AND DISPOSED OF AT THE STA. 89+96 RT. 93 165th ST. DISCRETION OF THE HIGHWAY DEPARTMENT REMOVE ISTI GCMP CMP m CD 1669 CTY RD M River Falls, WI 54022 ALL ZEXISTING River Falls, Wf 54022 WITH END SECTIONS ( SCALE NE -SW NW -SE SEC, 32 SEC 32 0 50' 100, 150' 1240 VPI STA = 80+25 VPI EL = 1232.38 1240 CURVE LEN = 350ft K = 108.02 STA. 86+00 1235 1235 YPi ST = 66+00. 8L IN RECONSTRUCTION 1230 Z'� �- PROP SED CE ERLINE vPr EL »ass 1230 VPI STA 89+50.00 VPI EL = 1217.55 RV80L68 = 300ft. 1225 C� Q K 1225 ° + CO a0 a "' E STING CE TERUNE 1220 " d u e N W 1220 VY > p0 > pU) > 8 1215 0 \ 1215 N n '- n 1210 N w 1210 g � 0 o 0 o 1205 + o a 1205 Q ` 92O9> NUgn 12001200 �Ibj ♦CY * O � r- rV �r`3 .� � m O•WJ- O�T jP�qQ�ij tNN� Nc0 Q yNM �V N � M OQOO � i� Q cV N � CA cV t N N c0 � 9r4 � '" 1195N r1195 78+00 7900 81+00 82+00 83+00 4+00 85+00 00 + .00 89+00 90+00 91+00 93+00 COUNTY PROJECT NUMBER SHEET NO. SE -NE NOTE: UTILITIES NOT SHOWN sEc 32 70.07M1 (RECONSTRUCTION) 17 of 48 ON PLANS Xatia4en M Swemon cAUTtaN FIELD LOCATE PRIOR TO PLAN AND PROFILE CONSTRUCTION 83 i 65th ST, SW -NE River Falls, Wl 54022 i Joe T ,�' Mary A SEC: 3z Note: 1Q'x1QQ' TLE (Q.023 Acres} I E8U8 Note: 10'x457' TLE (0.105 Acres) STA. 99+37 LT. n3 cn zo STA. 97+20 CL, REMOVE EXISTING CMP REMOVE EXISTING CMP z -A z -a INSTALL 26'X1E' CMP D o D WITH END SECTIONS 1654 CTY RD M PO Box 235 r1ri U) River Falls, WI 54022 A (D — 21> 33'RW INSTALL 56'X24" CMP m o o 33'RW {p Match Grade 40' LT EXISTING SLOPE INTERCEPT m o (o +o WITH END SECTIONS + + -a cs -+ to Match Grade 40' LT. „m EXISTING F2 10' TLE P/P / � E06 �, � EXISTING CENTERLINE � Q s `'AMC A& � � SLOPE INTERCEPT Preserve Pine Trees M -- ---10T------------ - - - - - - - - - - - — IdGT - - - - - - - - - --------- 1� ----- � a- S 1' v -- . _ U EOS E05 P/P SLOPE INTERCEPT P/P z � P/P —Ni SLOPE INTERCEPT P/P P/P a D T-PED P/P No CMP Required c� D 33'RW z 10' TLE EXISTING �v + Match Grade 40' RT. EXISTING {a + Note: 17'x 690' TLE (0.269 Acres) -' { Mark & A `T STA. 98+50 - 101+00 RT. M AU4n R MarkM or"M Gently slope embankment and back slope Maelter STA. 92+00 - 96+50 RT, so mowable in yard. 8308 Stillwater Blvd N Remove berm and grade material i Lake Elmo, MN. 55042 STA. 104+25 CL 30" CMP SCALE 1669 CTY RD M River Falls, WI 54022 onto embankment so its mowable. i RECONNECT ENDEXTEND NORTH WALLND and EXTEND NORTH END 6' and NW -SR NOTE: OLD ABANDONED FENCES TO BE NE -SE RECONNECT ENDWALL 0 50' 100' 150' .S'L''i:. 32 REMOVED AND DISPOSED OF AT THE SEC, 32 DISCRETION OF THE HIGHWAY DEPARTMENT 7200 1200 1195 g g 1195 0 o h _00 � VPl STA = 99+00 1190 1190 a VPI EL CURVE = 1183.00 LEN = 400ft. ( K = 114.29 1185 1185 ut Sec ion ISTING CE NTERUNE $ n + 1180 P 1,OPOSED CENTERL NE 0 H N ° U a > Ct m 1180 1175 C � VPi STA = 95+00 e 1175 VPI EL = 1185.00 CURVE LEN = 400ft. u -�° UOx u K = 73.83 F>v g 24' C IP Uj 1170 0 < 1170 1165 o u a H 'n n J T-'� �� _ -0 5% 1165 VPi 03+00 g g VP[ ELA 11167.00 24' MP CURVE LEN = 300ft. 1160 K = 92.31 �� A rn oa $� • �p r; �: ^N W:L' * pcVI,"tO g� 110 �� ' o O� go gm �c`flo r .�-�LQ pD � l3D1° O �o T-r �p 1Qo '!t �04P ' 11121160 cV ui a: M 6� aJ a0 cp Cj. CA i{lD� tf> d la, o� j 0 00 W 00 1 Do 43 00 iA w- r7 Da 00 a; l� {� t� to M! i� (� c�j i� r• O !� p� c0 I� zi cD to cII t0 (D ig to it to sp rn 1!� toID Lo � tD cD — (DO) " - � - .- W .- - .- .- WW f .- •- V. r- .- .- .- .- - .- � A .- r W. � W. r r• - .- - w- .- V. .- ,- — � ,- .- ;- ; ;: 1155 1155 ;z ;: 7 V. V. W. - 104+00 105+00 106+00 107+00 92+00 93+00 94+00 95+QO 96+00 97+00 98+00 9 +00 100+00 101+00 1021-D0 103+00 { SW NW COUNTY PROJECT NUMBER SHEET NO. Joe T & 1(wV A NOTE: UTILITIES NOT SHOWN , SEC. 33 70.07M1 (RECONSTRUCTION) 18 of 48 b'stta ON PLANS C vr1oN FIELD LOCATE PRIOR TO SE —NE 1684 CT`! RD M PO Box 235 CONSTRUCTION a PLAN AND PROFILE SEC. 32 River Falls, W1 54022 Note: See statement to Construction Engineer Pat►'tcta A Af' Ur PI Sto - 118+64,11 For construction commitments. 28 N N = 303850.06 Ak,1706 CTY M E = 589t96,57 Note: 10'x1291' TLE (0296 Acres) STA. 111+51 CL. REMOVE EXISTING CMP INSTALL 62'X36` CMP 32 33 m v t7 River Foils, WI. 54022 Remove Existing Entrance LOT 1 CSM 4/964 Relocate Off 170th St. I - 00'36'05,47L WITH END SECTIONS STA.116+54,30 50'RW PRESERVE FENCE EXISTING 33'RW 33'R L/CL M SLOPE INTERCEPT P/P EXISTING 10' TLE EXISTING P/P p/p LOB T-PED SLOPE INTERCEPT ? X LOB EXISTING CENTERLINE _ _ - --- 15--- --- CSGT-_� 1-11111111,11"1 -- z-----ifGfi---�---'=- ..�. _ . n - _9_ — — — — — — — — 3�� r ._ — — — U �- _ -� ----------.-----UGT---,---- --- -"-' ' -'" Eps EOS SLOPE INTERCEPT 'W 33R 33EXIST1NG P/P P/p 10' TL P/P 33'RW P/P > X I p/p SLOPE INTERCEPT 33'RW Note: 10'x1291' TLE {0296 Acres) EXISTING T-PED EXISTING � X 50'RW j EXISTING ZemV 8 & Nwwy C Attars A 1Uarksrt M T OO" 32 170th St. NOTE: OLD ABANDONED FENCES TO BE Z 1725 CTY RD M River Falls, W1 54022 River Fails, WI, 54022 REMOVED AND DISPOSED OF AT THE Note: See statement to Construction Engineer DISCRETION OF THE HIGHWAY DEPARTMENT m SCALE For construction commitments. _ NE —SE ys i• Nw sw PI St. = 118+6411 50' 150' SEC. 32 SEC. 33 N = 303950.06 0 100' E = 589196.67 i 00'36'05.4`L VPI STA = 118+00 VPI EL = 1170.00 1175 CURVE LEN = 800ft. K = 99.22 1175 VPI STA = 107+00 VPI EL = 1164.00 1170 1170 CURVE K = 140.26 LEN = 300ft. _ 0 S a Cut Section EXISTII IG CENTER NE + u 1165 o m u d 1165 N a � 1160 1160 / rn in ROPOSE CENTE LINE 1155 0 1155 + d o + F 1150 a e It _ 1150 36' EM g 1145 1145 VPI STA 111+50 1140 VPI EL CURVE = 1151.00 LEN a 50M 1140 K = 86.03 1135 1135 d �r� 61 Q in I+ry gbet^= N 0�.--1 Ilo (V 11 11 O 1^+ O�i 00 Ir� U0 M�- �r 1- 0) I co I ff) O ♦� i" 1r�` i�� O ��• 00 a) �� r 0 M C44 O U)' toO � I r7- " tlrr o to tf) cQ 12 O N � l to 0 tn d N Z; 'nNrh Caa s! a ) �O r�".�c�--0 �r- *c,rMD7-- .C-a �+..n-- rrr0r � ��t .- �- r c- r .- ;:;: I � r17 �- r� � r- � .- �- e= .N�- � ��}- .2 e- <e <- r� rt- �4 r-11�-D 1061-00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+ 116+00 117+00 118+00 119+00 120+00 121+i3O Sw N r I Patrick J Gardner SEC. 33 Note: See statement to I James S Freeman 1 Construction Engineer for 1712 CTY M i 1 commitments. I River Falls, WI. 54022 83 170th St, LOT 2 CSM 4/964 River Falls, WI. 54022 Patricia A MQUr PI Sta = 128+63,23 Mi z1 a 17Os CTY M ! 1 N = 303958.72 River Falls, Wi. 54022 1 1 STA. 123+25 LT. E = 590195.65 01 N LOT 1 CSM 4/954 PRESERVE EXISTING CMP I = 00•564G2,a"R + Match Grade 40' LT 45'RW 5D'RW EXISTING 45'RW PRESERVE FENCE EXISTING 1 EXISTING 1 s� SLOPE INTERCEPT P/P 1 P/P P/P T-PED F vE08 T-PED -a EXISTING CENTERLINE _cj_ — f�893d 1 f 9 Eu- — p- — = — — - 99L12 FT -- — — — — o — -�- — — — o _At� 1 7- W !I& mN��+* m rn COUNTY PROJECT NUMBER SHEET NC sec. 3 70.07M1 (RECONSTRUCTION) 19 of 48 SEC. 33 PLAN AND PROFILE James S Prssman 83 170th St. River Falls, WI, 54022 Note: 10' x 1307' PLE (0.300 Acres) 33,RW SLOPE INTERCEPT EXISTING p/P P/P E0H �_ — -a'--- -- O --- --- o — — O E05 SLOPE INTERCEPT D EOS o a T-PED PRESERVE FENCE �� z SLOPE INTERCEPT STA. 131 +00 RT. oONSTRUCT FIELD ENTRANCE EXISTING 33'RW o T-PED EXISTING EXISTING1 EXISTING EXISTING 1 INSTALL 26'X18" CMP i! o Note: 10' x 400' TLE (0.092 Acres) m o Match Grade 40' RT WITH END SECTIONS m ¢ Match Grade 33' LTJ STA. 126+57 RT. NOTE: OLD ABANDONED FENCES TO BE REMOVE EXISTING CMP STA. 128+98 RT. I REMOVED AND DISPOSED OF AT THE INSTALL 26'x18" CMP REMOVE EXISTING CMP 1 QISCRETION OF THE HIGHWAY DEPARTMENT H"wV & ancV C Preserve sr,alt pine trees 50' Fron C/L WITH END SECTIONS INSTALL 30'X18" CMP WITH END SECTIONS i 1725 CTY RD M Ni- SW SCALE River Falls, WI 54022 SEC. 33 Note: See statement to NOTE: UTILITIES NOT SHOWN Construction Engineer for CAtprtox ON PLANS commitments. FIELD LOCATE PRIOR TO 0 50, 100, 150' CONSTRUCTION Cut Se tion 1155 1150 1145 1140 1135 a 1130 1125 1120 1115 O to Co u7 1:: u7 Benny 8 & Nancy C Tromt 1725 CTY RD M NE -SW River Folts, WI W22 SEC. 33 O t1155 o 0 � x ; 1150 4 U N U 0 0 1145 +y r O O N M m u 1140 n n 1135. a PR OSED C NTERLINJ 1130 ., 1125 VPl STA = 124+50.00 VPI EL = 1136.59 EXISTR G CENTER INE CURVE LEN = 300ft. `2 tz K = 102,55 1120 1115 *co a0 F rn a� r co p c a N N 0o N o m �� mM o tqN �O� u7 V N 00 �m �� ,�N � �"� Q� 4i P � � Pi � AN N � 0i d' rri � l� f� �` d' OD c� d- r'd' M Mi K1 M lfi Nl M M:M N :V CV N rr- r� r� c r — = = 1110 122+00 123+00 124+00 125 -C 126+00 127+00 128+00 129 -00 130+00 131+00 132+00 13 +00 134+00 135+00 COUNTY PROJECT NUMBER SHEET NO SW —NE 70.07M1 (RECONSTRUCTION) 20 OF 48 SE —NW STA. 142+42 LT. REMOVE EXISTING CMP `AEG' .i8 SEC" 33 Jaww S F/'eeman INSTALL 24'x48" ARCH CMP PLAN AND PROFILE WITH END SECTIONS ILI) 83 170th St. MOVE PIPE 3'-5' NORTH River Falls, WI. 54022 ADD RIP RAP AS NEEDED rn Afw* A & Carol d o ! D TR Lebo PI Sta = 148+61.53 Note: Grade Wider Ditch Section 3:1/3:1 �I� 1784 CTY RD M N = 303943.47 E = 59012. 0 _ Match at 40' LT (Refer to Cross Sections) � �+ River Falls, WI 54022 100'33'12.0'L i`s Match Grade 40' LT 33' { 7-PED 33'P/P P/P P/P EXISTING P/P P/P SLOPE INTERCEPT P/P EX STING SLOPE INTERCEPT EDB EXISTING C€NT€RUNE EOB ------------------- —-------- --411,T------ --- - — — N--^ — trr-'.�— o6.3DFT —------- o --- 0 — -- —�-- -c----- a ----ter--- C` --- o — — o — U - €OS SLOPE INTERCEPT — — — — — — — — — — — — — — EOS Note: 10' X 350' TLE (0.080 Acres) o D 33'RW EXISTING PRESERVE FENCE 8entV .0 &N� C STA. 142+78 CL REMOVE EXISTING CMP INSTALL 52'X 48" CMP WITH END SECTIONS m to z !> y # D STA. 143+09 RT. RELOCATE EXISTING CLAP AND END SECTIONS 6' SOUTH o A 33'RW `� EXISTING r- +o m o SLOPE INTERCEPT Tlr.� LOWER CMP 6" + w +REMOVE do CENTER CMP WITH DITCH LINE OLD FENCE and BRUSH NE-�s 1725 CTY RD M ' °' m 0 oLQ3�'� is• C {d L `rysrye3s SEC. River Falls, WI 54022 Match Grade 75' RT got$ _ David C & Darla F o z 4810 Cottage Grove NOTE: UTILITIES NOT SHOWN SCALE NOTE: OLD ABANDONED FENCES TO BE TA Rooker � 8Woodbury, MN. 55129 dA�N ON PLANS LOCATE PRIOR TO REMOVED AND DISPOSED OF AT THE 454 HWI. 35 N SE CONSTRUCTION CONSTRUCTION DISCRETION OF THE HIGHWAY DEPARTMENT Hudson, Wt. 540i6 m m SEC. $3 0 50' 100' 150' Note: 42' X 66' TLE (0,064 Acres) 1125 1125 O O N *' 1120 O + 1120 o N o 0 0 0 $ M VPf EL 11108.755 1115 + = oo' � o0 o CURVE LEN = 550ft. 1115 K = 123.46 + ^ T p if aa I1 Cut Secpion1110 1110 - a u4~ g m EXISTIN C RU05 1105oA 1105 PROPO D CENT 1100 8 ^ + 1100 36" "MP 0 VPI STA = 137+50 N x a W 1095 VPI EL = 1107.80 VP1 STA = 143+00 W 1095 CURVE LEN = 300ft. VPI EL = 1103.25 K = 216.24 CURVE LEN = 400ft. K = 213.35 1090 logo 1085 1085 �o po �� rri �� !1�� O� m �m #p O► o �� d`v r%r° M Mq� p� �p oD� WW Mom �dN rn qrn rn o u� ' do $ ai 0 ai O 0 r` S 0 ca 0 u i 0 b 0 '� d 0 � .!' 0 0 0 .�' '`� +r' 0 'h 0 ` o- 3 0 ' 0 ``� � 0 '`) � 0 0 0 `r 0 � `n 0 0 0 0 0 r - r• <" � .- �.- !� a- �� r r�- .- r ems.- r P' �.- r ! �.- � r � e��- r - �� r ems.- � � �r ' r � �.- r. �.- � !� r ems•- p. '". r �" � f' �.- �. �� a-- �. �� ! �'-- ."' r `- �<- r r..- � r �`" .- r � �' .- �+ r r' � 134+00 135+00 136+00 137+00 1 +00 139+00 140+00 141+00 142+00 143+00 144+OQ 145+00 14 +00 147+00 148+00 149+Oo PI Sta = 148+61.53 N = 303943,47 E 592193,90 SW —NE 'V I = 00.12.0'L SEC. ss Mark A & Carol A TA Lebo STA. 148+65 LT 1784 CTY RD M INSTALL 26'X18" CMP River Fails, WI 54022 WITH END SECTIONS Match Grade 4D' LT 33'RW EXISTING P/P SLOPE INTERCEPT � IM m 1110 1105 1100 1095 1090 1085 1080 1075 1070 EOB n z pl EOS _z 33'RW 7-PED z EXISTING �t Ad Note: STA. 148+00-152+00 RT. + Remove fence and brush infront of hobse ^o Construct shallow ditch with 2:1 bock slope_._ to preserve large pine trees Ld Is SCALE ��- >< �� t' + 4810 Cottage Gr !✓Lu+� ti.: r - � �t L40 Woodbury, MN. 5 IV 50' 100, 150' ,SEC! gg Cut Sbction �o 1065; � �- o �o : r �o �o �a V. 148+00 149+00 150+00 QN I aW 0 r7 rn 0 NOTE: OLD ABANDONED FENCES TO BE REMOVED AND DISPOSED OF AT THE DISCRETION OF THE HIGHWAY. DEPARTMENT 1 Mark 1 1 STA. 156+03 CL I 178 River REMOVE EXISTING CMP INSTALL 60'X36' CMP I WITH END SECTIONS I REMO P/P P/P EXISTING CENTERLINE ---- �G { .._ . _ MUGF---- - ---------------- --- �.� n ��. W ---=' --- -- — — 89'53'02.3'E__ 9 FT O SLOPE INTERCEPT D a NOTE: 10'X181' TLE (0.042 ACRES) NOTE 10'x321' TLE (0.074 ACRES) +Iy �10 Sharon REMOVE POOR FENCE and BRUSH AID a 91� Aushum STA. 150+11 RT. z o m 1811 CTY RD M REMOVE EXISTING CMP INSTALL 26'xl5' CMP WITH END SECTIONS p cn v + Z w q � a Hammond, WI 54015 mim z �I David C& Darla B z o rn m ti m ove TA Roeker N A F' 5129 N 454 HWY 35 a X Hudson, Wi. 54-016 rn ;Uc! m yr -� m of 00 0 VPI STA = 155+00 VPI EL = 1085.75 CURVE LEN = 4001 K = 94.57 u7 a' N N u7 Ca co 00 Co 110 O TR VE COUNTY PROJECT NUMBER SHEET NO SE 70.07M1 (RECONSTRUCTION) 21 OF 48 sEc. ss . 3 A & Carol A PLAN AND PROFILE Lebo 4 CTY RD M Falls, WI 54022 I 1 Note: Remove shrubs, grade back slope STA. 160+86 LT. to allow mowoble maintenance. REMOVE EXISTING CMP INSTALL 30'X15" CMP Also remove large boulder along back slope I WITH END SECTIONS OLD FIELD ENTRANCE 1 Match Grade 40' LT SLOPE INTERCEPT 33'RW "�33'LTEXISTING / /! Match Gr`P/P P P 1 shrubs 1 - 1 �-!4J6L--- - - ---- — ---- o SLOPE INTERCEPT Match Grade 33' RT EOS T-PED J Note: STA. 159+00-161+00 33'RW I+ Remove brush, preserve large hardwood EXISTING im trees, grade ditch of a 2:1 STA. 160+60 RT. I REMOVE EXISTING CMP Joanna. Ai Bag1R%Ln INSTALL P WITH END SECTIONS I 1793 CTY RD M } River Falls, WI 54022 I Lot 1 CSM 12 PG 3457 I NOTE: UTILITIES NOT SHOWN NE -SE aaumcax ON PLANS SEC' SS FIELD LOCATE PRIOR TO CONSTRUCTION N O O M I 1 8 o VPI STA = 159+50 + o + VPI EL = 1089.45 A n CURVE LEN = 400ft. K = 95.49 - A g y g c Cut Section `— 3 " CMP 0 9 0 0 0 0.827. 0 0 F, clu-) ;Irl) cV r CNI ! 00 tr) it r O �00 00 o ^o I-o W-o ��0 1110 1105 1100 1095 1090 1085 iI+ -ft 00 F1 0 1075 a N W F N g 1070 �U-) n� 0i O f (6 0 0 1`R 01065 COUNTY PROJECT NUMBER SHEET NO. y► y� SE -NE PI Sto = 165+56.79 N = 303946.90 70.07M7 (RECONSTRUCTION) 22 OF 48 SEC. 33 E = 593669.15 I = 00'46'40.6"L PLAN AND PROFILE Mark A & Card A Tit Lebo + T 1784 CTY RD M River Foils, WI 54022 C, � P/P 33'RW y SLOPE INTERCEPT EOB EXISTING CENTERLINE/P/Pj� EXISTING —J1GL------------- LPIP ------ -- � --- EDP 172+A6.79 / N 303957.05 E94539,07 m N 69'06'11.7' E a ° 650.DD FT_ o ...... — — — — — — _ - STA. 167+00 EOS SLOPE INTERCEP END PROJECT 33'RW P/F NOTE: SAWCUT PAVEMENT I EXISTING MATCH EXISTING GRADE 1 110'RW EXISTING .S'%iaTO?1 Austrian SCALE NOTE: UTILITIES NOT SHOWN NE —SE 1811 CTY RD M NOTE: OLD ABANDONED FENCES TO BE ON PLANS SEC. 33 River Foils, WI 54022 REMOVED AND DISPOSED OF AT THE CAUTION FIELD LOCATE PRIOR TOi DISCRETION OF THE HIGHWAY DEPARTMENT CONSTRUCTION p S0' 100' 150' 1090 1090 1085 1 1 1 1085 P OPOSED -CENTERLNE 0 } 0 o 1080 u 1080 o + o 1075 ° 1075 EXI 3TING CEIV ERLINE N r u 1070 G $ 1070 1065 1065 0 STA. 167+00 END PROJECT 0 + N 04 1060 1060 VPI VPI STA = EL = 1069.25 165+50 fO ° n CURVE LEN = 200 Ft, K = 98.36 V) 1 055 1055 1050 F 1 1050 r m co — 1 M N e r� O o t�(a �cavi Qv CT)co r) rrn) too ^ C ^ �i Qd O O QO o�c� QQ O C6 d �C> O O c6co Duoi Ncoi 104.Oo 1045 162 i-CO 163+00 164+00 165+00 166+00 167+00 168 -00 1 9+fl0 170+00 171+00 172+00 173+00 174+00 175+Ofl 176+00 177+00 AUAm A Markert COUNTY PROJECT NUMBER SHEET NO. 32 170th St p/p 170th ST. 3t CTH M 23 OF 48 NE -SE River Falls. WI. 54022 I SE —NE SEC. 32 Note: See Stotement to Consruction Engineer � ��i SEC. 32 PLAN AND PROFILE for Construction commitments PI Sta = 51.43 05 _ 3c3s51 a3 i 2 � l 1S 1 J STA. 205+00 BEGIN PROJECT 1 I I I E E 00.03'566"R I Joe T At Mary A Retch, 6 -,k GI(r vie. % `� {,�? - ' wl MATCH EXISTING GRADE i I STA. 209+90 CL. " j� _3 ,ti,.l �-' I STA. 215+00 1 REMOVE EXISTING CMP 1664 CTY RD M PO Box 235 I Falls, 54022 (jJe;� fuss 33'RW I INSTALL 52'X24" CMP River WI 1 i�$d�QV ENS PROJECT 33'RW EXISTING WITH END SECTIONS f n a ()f,L y;:,. S ,j.} MATCH EXISTING GRADE EXISTING P/P SLOPE INTERCEPT P/P E06 PAP 9 PIP SLOPE INTERCEPT t EOB 170thS . - - - = - - - . x- x �- -� x.--�c----i = x- x =�=-x- ' • - • - • --- • -- - • .._ , - . _ . ....._._ . - . - . - . - .f70th ST. s-_--- --- •• � � � — r - ----o-�-- o--=--Q-- -Q- n - --,�--�?_--- - Li � nr N 00'19'02. E i ---- -- m - 0 962.05 FT o v: 61 6 ---�--- -- $� O -- - — , �� ... +� — -7 ---—�--�- -- — . —. —. — — t f m !rt e y EOS �_ SLOPE INTERCEPT EOS SLOPE INTERCEPT NI33' EXISTING P Note. 17'X412' TLE (0,161 Acres) NW -SW � o sFiir', arm PAP T-PED - Z v o I N 1 �I +_ I I + c IF r /�i j Note: 50'X60' TLE Centerline of Driveway (0.069 Acres) r t. EXISTING N (1 k- Match , Driv w r cL i Vi V 2rT Y� fit' L � %j�Je4~ alai r� p Tr008t -� m t ro t t I R'�J 1 l VJ - tiB�D{�RT .. i STA. 209+90 CL. PRtl�C A M 1725 Cs, RD M I INSTALL 26'X15" CMP 1706 CTY M River Falls, WI 54022 o 1. WITH END SECTIONS i River Falls, WI. 54022 LOT 1 CSM 4/964 '} NOTE: UTILITIES NOT SHOWN oAVTwx ON PLANS I Note: See Statement to Consruction I j for Construction commitments Engineer SW—NWSCALE FIELD LOCATE PRIOR TO CONSTRUCTION PI 5to = 118 64.1 X I �d1sRr CJ>i ✓}� //lr SEC. 33 6G p p 1 � N r 1180 1180 1175 —� 1175 1170 VPI STA = 206+25.00 VPI EL = 1160.00 EXIST G CENTEWLINE _-- 1170 0 CURVE LEN = 250 FT. �1s K = 38.45 s VPI TA = 209+ 2.00 1165 VPI L = 116ZI i� _� n �_ 1165 o ,, 7. ^2•x �n w a 1160 + -" _e.. 0.5 % w w 1160 u d PROPOSED CENTI RLINE 1EL = 111 1.74 a a t o o VPI STA 4 209+4 1155 N m o� m VPI EL = 1161.74 1155 m .�' o N II r, II 1150 entsrllns va~i d 1150 1145 1145 1140 1140 LO lei a 17 LO A� O m LO O 0. 9 S S SL4r F, giol w- V.1135 .- �MS� �r _ 1135I- 203+00 04+00 205+00 206+00 207+00 08+00 209+0 210+00 11 00 212+00 213+00 214+00 215+00 216+00 217+00 218+00