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HomeMy WebLinkAbout2012-70.11N.pdfSTs • IGHWAY DEPARTmENT ,*T*FH* 128 EAST COUNTY LINE ROAD CAUTION INDEX OF SHEETS SHEET N0. 1 TITLE SHEET N0. 2 TYPICAL SECTIONS AND UTILITIES SHEET N0. 3 STANDARD ABBREVIATIONS, NOTES, LOAD SPREADS & CULVERTS SHEET NO. 4-5 SUPERELEVATION TRANSITIONS SHEET NO. 6-12 EROSION CONTROL SHEET NO. 13-24 PLAN AND PROFILES SHEET N0. 25-49 CROSS SECTION SHEETS TOTAL SHEETS = 49 DESIGN! 1)ESIGNATIGN A,D.T, 2012 = 320 D.H.V, 2032 = 53 D, = 50/50 T.(/ OF A,D.T,S = 7% V, = 45 %IPH ESAL.. 0.1 MR. STA. 2+00 C❑NVENTIDNAL. SIGNS ;OUNTY LINE COMBUSTIBLE FLUIDS (UNDER PRESSURE) :ORPORAlE LIMITS /////zzzzzzzz UNDER GROUND UTILITIES ROPERTY LINE GAS ELECTRIC E )T LINE — — TELEPHONE T OITED HIGHWAY EASEMENT -- SERVICE PEDESTAL 'LISTING RIGHT OF WAY -- _ _ CABLE MARKER I' :W RIGH14 OF WAY — POWER POLE I� TELEPHONE :FERENCE LINE �G�• APE INTERCEPT RAILROADS flGINAL GROUND PROFILE �� MARSH 'LISTING ROADWAY OR PRIVATE ENT. — — — WOODED AREA ILVERT IN PLACE C — RIGHT-OF-WAY I i r MARKERS ULVERT REQUIRED OVER HEAD LINES O.H. ULVERT REQUIRED PROFILE 0 0 rGrinr IIMP — x G ST. CROIX CC)UNTY COUNTY PROJECT NUMBER 70.1 1 N 50th Ave 5- F- 9*4 z O y 0 12 z �c :D - V) N COOLn - - 4+ N In to t+� O to t O LAY OUT GRAPHIC SCALE 0 2000 4000 ( IN FEET. ) —cmwww� T❑TAL NET LENGTH OF CENTERLINE PROJECT DESCRIPTION NUM6LKSHLLIS 1 49 CTH "N" FROM STH "128" TO EAST COUNTY LINE CONSTRUCTION PROJECT NUMBER 7o.1)N YEAR OF CONSTRUCTION 2012 s �Jl Q p / 0? ': RECEIVED �`.R27 2012 END CONSTRUCTION PROJECT 161+00 C❑❑RDINATES ❑N THIS PLAN ARE REFERENCED T❑ ST, CR❑IX COUNTY C❑❑RDINATES SYSTEM REVISIDN DATE DATE ACCEPTED FOR ST. CROIX COUNTY TIM RAMBERG (HIGHIVAY COMMISSIONER) ❑RIGINAL PLANS PREPARED BY ST, CR❑IX C❑LINTY HIGHWAY DEPT. DATE SIGNATURE ST. CROIX COUNTY HIGHWAY DEPARTMENT PREPARED BY SURVE1'OR FRAN BLESKACEK RLS DESIGNER JEFFftEY S DURKEE P.E. DRAFTED BY TODD REHNELT CHECKED BY TIM RAMBERG COUNTY HWY COMMISSIONER VAGED TOPSOIL & MULCH SEED & FERTILIZER VARIABLE SEED & FERTILIZER VAGED TOPSOIL & MULCH 3•� NpR --2.1--2.1' M 3 0.A2'/FT. 0.02'/FT. 3 7 UTILITIES DIGGERS HOTLINE 6" CRUSHED AGG, BASE TELE. 1-800-242-8511 NOTE: 2" ASPHALTIC CONCRETE PAVEMENT, TYPE MV ON EXISTING PAVED DRIVEWAYS ONLY. USE 6" TOTAL DEPTH CRUSHED AGGREGATE ON EXISTING CRUSHED AGGREGATE COUNTY PROJECT NUMBER 70,1 1 N TYPICAL SECTIONS D LOAD SPREADS AN - TYPICAL SECTION FOR PRIVATE WEST WISC❑NSIN TELC❑M, MAGELLAN MIDSTREAM PARTNERS P❑ BOX 115 2451 W CD, RD, C DRIVES AND FIELD ENTRANCES DOWNSVILLE, WISP 54735 ROSEVILLE; MN 55113 TEL, (715)-231-0504 TEL. (651) 633-1519 ATTN,-TOM DAVEY M❑BILE (612) 759-9452 ATTN GARY ROBIDEAUX CLEAR ZONE' SEED & FERTILIZE i S/%LVAGED TOPSOIL & MULCH 1.15'3.19 VARIES 28'-30' �-- 3.0" HMA PAVEMENT TYPE E1 or COMPACTED AND PULVERIZED PAVEMENT AND BASE MATERIAL 4" BASE AGGREGATE DENSE 1 1/4" EXISTING TYPICAL SECTION C.T.H. N (STA. 2+Liu TO STA. 161 _T_ 30' FINISHED TOP WID 24' PAVEMENT CLEAR TOPSOIL &MULCH 1 I ao�'�r• 0.o2'/FT. 0.o2'/FT. � aw'�r IT �,� lMpXl POINT REFERRED TO ON CROSS SECTIONS <NoRMI Z% S•1 0.5' MIN. 3.0" HMA PAVEMENT TYPE E1 1,50" LAYERS 1/2" NOMINAL SIZE AGGREGATE BASE AGGREGATE DENSE 3/4" 2" PULVERIZED AND RELAYED ASPHALTIC PAVEMENT 6" BASE AGGREGATE DENSE 1 1/4" 12" SUBBASE TYPICAL FINISHED SECTION C.T.H. N RECONSTRUCT (STA. 2+00 TO STA. 161+00) C! �< wra�i� - attu ac Muwn Mqk CENTURY LINK 20 SOUTH WILSON AVER RICE LAKE, WI 54868 TEL. (715) 234-5537 ATTN. BRUCE LARSON WE ENERGY CWISC❑NSIN GAS CO3) 1921 8TH ST, SOUTH WISC❑NSIN RAPIDS, WI 54494 TEL. <715) 421-7268 ATTN. TOM KROSTAG T❑WN ❑F CADY ST, CROIX ELECTRIC C❑-❑P 3130 PIERCE ST. CRDIX RD, 1925 RIDGEWAY ST, SPRING VALLEY, WI. 54767 HAMMOND, WIS, 54015 TEL. C715)-772-4578 TELE, (715)-796-7000 ATTN MICHAEL TULLY, CHAIRMAN ATTN ROB DOOLEY ST. CROIX COUNTY HWY. DPT. P.O. BOX 108 115D DAMS ST. HAMMOND, WISP 54015 TEL. (715)-796-2227 ATTN. TIM RAMBERG, HWY. COMMISSIONER EXISTING 66" RIGHT—OF—WAY 38' SUB GRADE I 31' TOP OF SAND I — 28' TOP OF BASE COURSE 2II 6' 2 ' 0.02' FT. POINT REFERRED TO ON PROFILE NOTE: 2' MINIMUM DEPT OF DITCH UNLESS DETERMINED OTHERWISE BY ENGINEER 0.02'/FT. SHEET N0. 2 OF 49 4" TOPSOIL —SEED &MULCH 3,• � 2S, � 3" ASPHALTIC CONC. PAV'T. TYPE E-1 'y9,1. 6" CRUSHED AGG. BASE 12" DEPTH GRANULAR SUBBASE From sultabie cut material TYPICAL FINISHED SECTION 310th-325th ST. TOWN OF CADY LIST OF STANDARD ABBREVIATIONRADIUS ADJ. ADJUST R:Pr RAD. RADIUS POINT AGG. AGGREGATE RL, RA REFERENCE LINE AH. AHEAD R.P. REFERENCE POINT ASPH, ASPHALT R.C,C.P.S.S. REINFORCED CONCRETE CULVERT PIPE, STORM AVG. AVERAGE REQ'D. REQUIRED A.D.T. AVERAGE DAILY TRAFFIC REF. REFERENCE LINE BEG. BEGIN RECONST, RECONSTRUCTION B.A. BEGIN ABRUPT RT. RIGHT BK. BACK R/W RIGHT—OF—WAY e/W BACK OF SIDEWALK RD. ROAD BIT. BITUMINOUS SAN. SANITARY SEWER C.B. CONTROL CABINET SW, SIDEWALK OF SOUTHWEST C, co CA CENTER LINE S, SOUTH C.E. COMMERCIAL ENTRANCE S.B. SOUTHBOUND 0 CENTRAL ANGLE OR DELTA SB. SIGNAL BASE CONC. CONCRETE S.F. or SO. FT. SQUARE FEET CONST. CONSTRUCTION S.Y. or SO. YD, SQUARE YARD 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 E. EAST OR EAST PROJECT COORDINATE T.C.P. TEMPORARY CONSTRUCTION PERMIT E. ELECTRICAL LINE T.P. TELEPHONE POLE E.B. EASTBOUND T.L.E. TEMPORARY LIMITED EASEMENT EBS. EXCAVATION BELOW SUBGRADE TN, TOWN ELEC. ELECTRICAL TYPO TYPICAL EL, or ELEV. ELEVATION UNCL. UNCLASSIFIED EXCAVATION E.P. ELECTRICAL POLE U.S.G.S. UNITED STATES GEOLOGICAL SURVEY EXIST. EXISTING USH U.S. HIGHWAY F.E. FIELD ENTRANCE VAR. VARIABLE F/W FRONT OF SIDEWALK V.C. VERTICAL CURVE (LENGHT) FT. FOOT VERT. VERTICAL G, GAS V.P.C. VERTICAL POINT OF CURVATURE G.V. GAS VALVE V,P,I, VERTICAL POINT OF INTERSECTION HOR. HORIZONTAL V.P.T. VERTICAL POINT OF TANGENCY HYD. FIRE HYDRANT W. WATERMAIN INL. INLET W, WEST 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, POUND N.B. NORTHBOUND L, LENGTH (OF CURVE) N0. NUMBER L.F. or LIN. FT. LINEAR FOOT N.E. NORTHEAST LT. LEFT NOR. NORMAL MAX. MAXIMUM N.W. NORTHWEST M.H. MANHOLE PAVT, PAVEMENT MI. MILE P.E. PRIVATE ENTRANCE M.L. or MA MATCH LINE PB or P.B. PULL BOX MIN. MINMUM P.C. POINT OF CURVATURE N. NORTH OR NORTH PROJECT COORDIATE P,I. POINT OF INTERSECTION QTY. QUANTITY P.T. 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. LOAD SPREAD CTH "N" GRANULAR SAND 179 C.Y. per 100 Ft. or 1.79 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 6.7 Ft. Quad axle 16 C.Y. = 8.9 Ft. AGGREGATE BASE COURSE 81.5 C.Y. per 100 Ft. or 0.815 C.Y. per 1 Ft Tri axle (12 C.Y.) = 14.7 Ft. Quad axle (16 C.Y.) = 19.6 Ft. RECYCLED ASPHALT 25.5 C.Y. per 100 Ft. or 0.255 C.Y. per 1 Ft Tri axle (12 C.Y.) = 47 Ft. Quad axle (16 C.Y.) = 63 Ft. STA. 2+00 - 161+00 MATERIAL YARDAGE SUMMARY GRANULAR SAND (TRUCKMEASURED) 28,465 C.Y. UNCLASSIFIED BORROW 12,968 C.Y. CRUSHED AGG, BASE(TRUCKMEASURED) 1,148 C.Y. CRUSHED AGG. (SHOULDERS) 7,314 TON ASPHALTIC BIT. PAVEMENT E1 CULVERT SCHEDULE STA. LOCATION LENGTH/SIZE END WALLS 9+25 LT. 72'X24" CMP 2 REQ'D 9+95 C/L 60'X30" ALUM, CMP 2 REQ'D 17+81 RT. 26'X15" CMP 2 REQ'D 21+05 LT. 2018" CMP 2 REQ'D 24+70 RT. 26'X18" CMP 2 REQ'D 35+45 LT. 30'X18" CMP 2 REQ'D 37+50 RT. 36'X18" CMP 2 REQ'D 40+05 RT. 26'X1 B" CMP 2 REQ'D 53+10 CA 501X30" ALUM. CMP 2 REQ'D 55+30 CA 48'X30" ALUM. CMP 2 REQ'D 60+85 C/L TWIN 48'X30" ALUM. CMP 4 REQ'D 61+65 RT. 26'X18" CMP 2 REQ'D 87+60 RT. 26'X18" CMP 2 REQ'D 90+90 LT. 26'X18" CMP 2 REQ'D 90+98 RT. 26'X18" CMP 2 REQ'D 93+70 LT, 30'X1 B" CMP 2 REQ'D 102+50 CA 50'X24" ALUM. CMP 2 REQ'D 106+80 RT, 50'X24" ALUM, CMP 2 REQ'D 110+85 RT, 26'X18" CMP 2 REQ'D 110+85 LT. 30'X18" CMP 2 REQ'D 113+50 C/L 48'X30" ALUM. CMP 2 REQ'D 122+90 CA 46'X24" ALUM. CMP 2 REQ'D 124+50 RT. 3O'X18" CMP 2 REQ'D 127+90 LT, 30'X18" CMP 2 REQ'D 129+35 C/L 50'X24" ALUM. CMP 2 REQ'D 138+50 RT, 30'X1 B" CMP 2 REQ'D COUNTY PROJECT NUMBER 70.1 1 N CTH "N STANDARD ABBREVIATIONS AND QUANTITIES SHEET 3 N0, of49 COUNN PROJECT NUMBER (SHEET .32a' T 'S5'Z -0.08 -0.04 -0.02 CA 0.02 0,04 0,06 h � oo .� �. M E \ 1 c�}1J a -0,08 -0,04 -0.02 CA 0.02 0.04 0,05 CURVE �1 DF--= S•_S3,_� .► 1 h a 4. r q In ~ < a rL CURVE #3 CURVE 2 CURVE 31 AOD 4 OF 49 SUPERELEVATION TRANSITION DIAGRAMS AND TYPICAL SECTIONS 28T T 0.06 0.04 0.02 C/L -0.02 -0.04 -D.08 COUNTY PROJECT NUMBER (SHEET NO, -0.08 -0.04 -0.02 CA 0.02 0.04 0.06 -o.os -0.04 -o.oz C/L 0.02 0.04 0.0E Nil U a CURVE �5 1I / kn' T l *ef L -0,04 o.os -D402 0.04 C/L 0.02 0.02 CA 0.04 RIGHT 0,08 0.06 -0.04 -0.06 X y L r n _ � (: ri CURVE Oc=-G--b3`=02" 31 AM � 5 OF 49 SUPERELEVATION TRANSITION DIAGRAMS AND TYPICAL SECTIONS l0 r C CURVE CURVE l scALES: �• • W HOR RIP RAP ON HR FABRIC I PRE —CONSTRUCTION SILT FENCE SEDINEMTATION LOG • C OlM• Ill I kk 0 2 1 MIR• COUNTY PROJECT NUMBER — 70.11N ISHEET N( CTH N — East of 128 to Co. Line 16 OF 49 EROSION CONTROL PLAN SLOPE INTERCEPT MI IIIIIIIN fN K a - - SLCPE INTERCEPT � � - - �'q_ I _ - OD � Ax u 00 ri rir - - - - - - - - - - ------------_-- - I i 1 i ' SLOPE INTERCEPT -a COUNTY PROJECT NUMBER — 70.11N ISHEET CALLS: 1' a 50' HDR x SLOPE INTERCEPT RIP RAP ON HR FABRIC COCONUT MAT EXACT LOCATION OF EROSION CONTROL ITEMS TO BE DECIDED IN FIELD BY ENGINEER. SLOPE INTERCEPT SLOPE PRE -CONSTRUCTION 51LT FENCE EROSION MAT, CLASS 1, TYPE B ® SEDINEMTATION LOG ■ :1��:��1�� ��1���� ��ri�i��1�r�'I���r r �I � � v �i � v r � 4 � a i II SLOPE INTERCEPT CTH N — East of 128 to Co. Line 1 7 OF EROSION CONTROL PLAN -x-x-x I� III I III II 1 IIIII I► �I I I I I 1 III I I II � II II I III 11 1 ail I �� 1 - - - - ----=------------------ =_--_� � �---C�--- -- -- -- -- I I n y III II 1 � 1 1 II I III a Il til 11► II,� I ' MII I SCALES: 1 v = SW HDR � r \ 1 \ 1 \ 1 u I I 1 I I I r COCONUT MAT SLOPE INTERCEPT COUNTY PROJECT NUMBER - 70.11N ISHEET CTH N - East of 128 to Co. Line 8 OF EROSION CONTROL PLAN ' - o ----- o_-o _1_ I I I I I I SLOPE INTERCEPT PRE -CONSTRUCTION SILT FENCE EROSION MAT, CLASS 1, TYPE B EXACT LOCATION OF EROSION CONTROL ITEMS ( ® SEDINEMTATION LOG TO BE DECIDED IN FIELD BY ENGINEER. SLOPE INTERCEPT SLOPE `—CTH "No --f — — 00 _ _ �`D — ------_=o-------�---__ ---_moo-_-_ -_ COUNTY PROJECT NUMBER — sk*PAZWN ,• - av HIM 40' -e RIP RAP ON HR FABRIC COCONUT MAT CTH N — East of 128 to Co. Line j g OF EROSION CONTROL PLAN cv 7' co 00 co SLOPE INTERCEPT PRE -CONSTRUCTION SILT FENCE EROSION MAT, CLASS 1, TYPE EXACT LOCATION OF EROSION CONTROL ITEMS I ® SEDINEMTATION LOG TO BE DECIDED IN FIELD BY ENGINEER. 40' PROPOSED ROW ���� Kra �►�� i�r►\�ir�. LW i n � 7 i ♦ ► 1K �A_ww.w • w �:�:� r �C����wSi�w3i�i SLOPE L • COUNTY PROJECT NUMBER — 70.11N ISHEET NO. CTH N — East of 128 to Co. Line 110 OF 49 EROSION CONTROL PLAN SCALES 50' HCR � i I i SLOPE INTERCEPT JI i % -_- _---� -�-"' K- .. n -----------ram _ _ _ _ _ _ � - - = = - - v- - - - -- - - -- wa _ ---_- ---- --- - - - _ —_ CN���_....���� _ . �Jti• "o - - - - _ — �_� —_ _ -� O - - - _ o to co El Uri co �AlMf� 1 I 00 SLOPE INTERCEPT (n �I 1 a I y ICL I i� O M ' i RIP RAP ON HR FABRIC Ill *m4li'm I PRE —CONSTRUCTION SILT FENCE COCONUT MAT EROSION MAT, CLASS 1. TYPE B EXACT LOCATION OF EROSION CONTROL ITEMS ® SEDINEMTATION LOG TO BE DECIDED IN FIELD BY ENGINEER. � I I 1 . i I 1 x SLOPE INTERCEPTzimi —\ — cn CTH00 SLOPE INTERCEPt 1 i COUNTY PROJECT NUMBER - 70.11N scams: 1'mWHOR 40' PROPOSED ROW SLOPE INTERCEPT Ill � MI IIIIII� CTH N — East of 128 to Co. Line 111 OF 49 EROSION CONTROL PLAN OD If SLOPE INTERCEPT -- v _ a RIP RAP ON HR FABRIC PRE -CONSTRUCTION SILT FENCE E� EXACT LOCATION OF EROSION CONTROL ITEMS ® SEDINEMTATION LOG I I TO BE DECIQED IN FIELD BY ENGINEER. i I I I NI 1 I I M10 I I low I 1 I 1 1 I SLOPE INTERCEPT hill Will � mg�n�m r I I 1 I I I i I I I I I I 1 II 1 1 I I I I I I I I I I I f 1 I I I I I SLOPE -a I � 1 / I U) DIm COUNTY PROJECT NUMBER — 70.11 N ISHEET CTH N — East of 128 to Co. Line 112 OF 49 SCALES: 10 1' = W HDR 60' PROPOSED ROW SLOPE INTERCEPT SLOPE INTERCEPT U ar IQ I WWI RIP RAP ON HR FABRIC COCONUT MAT - " EROSION CONTROL PLAN a � 0 —. fl PRE -CONSTRUCTION SILT FENCE EROSION MAT, CLASS 1, TYPE EXACT LOCATION OF EROSION CONTROL ITEMS I ® SEDINEMTATION LOG - ,� I / LD TO BE DECIDED IN FIEBY ENGINEER. [ Ni- SLOPE INTERCEPT J _ � � O� �p J 'J/Q \ \\\\ W \ \ QU, Z COUNTY PROJECT NUMBER — 70.11N SHEET N0. CTH N —East of 128 to Co. Line 13 OF 49 GREGORY L dt TARA L OWEN � GREGORY L & TARA L OWEN PLAN AND PROFILE 3004 CTY RD N 3004 CTY RD N ��� WILSON, WI 54027 � j WILSON, WI 54027 I LOT 2 C.S.M. 12�3339 � P � z GREGORY L & TARA L OWEN IS I m3004 CTY RD N 1 �� i� �� �► OLD ABANDONED FENCE YVILSON, WI 54027 +C00�� � HUTCH EXtS'llHii BfT. PAVEMENT I STA 9-�25 LT _ I 33' EXISTING ROW EXISTIN F.E. AGG. STA 9+95 C L � PI Sta — 13+64.74 � I INSTALL�72' X 24" CMP REMOVE EXISTING CMP N — 319879.15 (� _ PED SLOPE INTERCEPT I WITH E SECTIONS INSTALL 60'X30" ALUMINIZED CMP E - ss73so.es � 1 � I WITH END SECTIONS - I 00'13'14"R _ _ _ �T�_ ` _ * _' � _ _ _ _ 1. _ i�� _ � _ _____ � _ _ _ _ � ��11 _1- -1 _- _ - ....� _ �,.,yy � - � �_ _ o _ � � -i�---_--_------ � � � F+y 2_ _. � .r - V — -------_--_- n J -M- _ - N' _T-7-T-T-T _-� T�-T T-T-T-T-7 � � _� �+�• �.i �=__� 7 _ �S T - �,,,�,L" T T ��T _ I � .� r`'� � --_ � T Si. .�.�.��� _ ���.��.��. ��� ��i�i-���.��..�� 1'7 I � �P�..������ e_` � � == -T = � -rat —r • � S_ r _S o � S— L S. � � r....�—r—�.� - Jf`PE - _-. _ __ __ - - __ _ __ __ �� __ .__ __ M z-- t [W-� / � STA 9+60 RT 1 Q+ /�� t 33' EXISTING ROW EXISTING F.E. AGG. � / I NO CMP REQUIRED `^ C/) t 0•� j EXISTING CENTERLINE a I e �• SLOPE INTERCEPT Is I � � �� / ��, GREGORY L & TARA L OWEN i I / GREGORY L & TARA L OWEN I 3004 CTY RD N �" I / 3004 CTY RD N j WILSON, WI 54027 t WILSON, WI 54027 I LOT 6 C.S.M. 23j5529 4p LINE I LOT 5 C.S.M. 20f5070 j � � I I I / I NOTE: UTILITIES NOT SHOWN I j ' scar=s: / NOTE: OLD AND ABANDONED 40 E I �r ON PLANS I �• - � HOR i FENCES TO BE REMOVED AND FIELD LOCATE PRIOR TO �• - g• y� DISPOSED OF AT THE DISCRETION OF CONSTRUCTION THE HIGHWAY DEPARTMENT. � 1235 1233 '�� S `.� ►23p S � `� 1230 N � �� \` < 1 � d �` 1225 i225 � � ` MA BR. PA � � S n \\\\ 1220 STA N � � 1220 I 25.00 r a - �z oo � `� �4 d < � K-n5.83 � 1 �\ � 1215 1215 � _ k � \ 5 � \` `• CURVE N - 43D. 1210 1210 vPt sr� t3+7�.00 VPI EL 1107.00 � f?g F \ `� � - - sic F �$ - 0. X Q^ Q ` � K - 6A 3 � 1 � 1 1205 1205 � 1 �S�g�� g r �� g 1200 � � � 1200 o.stz �� 1195 1195 rn o � �� o$� �rn �`D N� g`D r� �°; moo �N o�n It71� o�r� a CDt7 �� �r rd� �rn �� N �� coo tr1 M n,- OJ �� (O 00 oNo alloctOo oNoa`Vo ,i;��,' N f� I� r N d) r U7 n (O (0 0p r O O r O � � I� � (D � d' � CV � a) (� � d' IM r O Od c0 1n 1� r � � lD If3 Nj 1� r � Q 00 Ild I� 03 h I� t\ (� t` (� t� Ed t\ � tp Oa CO Od 00 fd 00 0(S 00 Of 00 `�' �'> M � M M M M N N N N N N N N �V N �V .- Fl O O O N O O N O Q N N p� V p� pl p) Qj p) p4 p) p� Q� Qj p) p� p� p� p) p! O) O) r O) Qi r O) � W r 01 O� � r� O) N N N N N N N N N N N N N N N N N N N N N N .- N .— r .- r .-- r .- r r- r .- r � �- � �- �-- � 1190 1190 r r r � r .-- r .--- r .— r .— r .— r .— r � � •-- r .'— r .— r .— r � r .-- r e-- r .� r .— r � r .— r � r .-- r .-- r r— r � r � r� 0+00 1+00 2+00 OD 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+OS1 12+00 1 +00 14+00 15+00 COUNTY PROJECT NUMBER — 70.11N SHEET N0, DOUGLAS E. MOONEY CTH N — East of 128 to Co. Line 14 OF 49 2308 E. 16TH AVE. GREGORY L & TARA L OWEN PLAN AND PROFILE NORTH ST. PAUL, MN 55109 3004 CTY RD N 3 C.S.M. 13/3595 WILSON. WI 54027 1 I OT DOUGLAS W. AND DIANNE F. KOENNING „ 3056 CTY RD N STA 21 +05 LT EXISTING P.E, AGG, OLD ABANDONED FENCE WILSON, WI 54027 I� INSTALL 26' X 18" CMP WITH END SECTIONS j OLD ABANDONED FENCE 33' EXISTING ROW PI Sta - 26+94.21 1 `It N v 319 4.48 I Le SLOPE INTERCEPT E 658 3.49 'r dwmmwmlr�� �roj -- -- N---�-W ----- -_—__�- 2_—__ _—_—,__--_— —---- —_-- - - -_-- __— ------ -ram- --------- - �— —�-- �.— � �- ------------- ----- ----------- ---- — — — — — __— — -r-------ACC•--------� T�.T...�7-� �Y�%--_ I I E A -E- E-E-E-E — T— T— T �i I I I I �T PRESERVE FENCE 17 o AT 36' RT STA 17+81 RT I 33' EXISTING ROW I I ' STA 24+70 RT STA 27+30 C/L-30.3' CLEAR WIDTH 16 EXISTING P.E. X AGG. 15" PRESERVE CMP FENC EXISTING CENTERLINE 40 LINE INTERCEPT I ` EXISTING P.E. AGG. ° PRESERVE EXISTING STRUCTURE INSTALL 26' AT 36' R INSTALL 26' X 18" CMP GUARDRAIL AND BEAM GUARD I WITH END SECTIONS I WITH END SECTIONS - APPROACH RAIL ON STRUCTURE#B-55-092 I T-PED' -PED I 40 LINE IF I I I I GREGORY L & TARA L OWEN MICHAEL W. AND BONNIE J. HOLTZ 3004 CTY RD N MICHAEL W. AND BONNIE J. HOLTZ 3050 CTY RD N WILSON, WI 54027 3050 CTY RD N WILSON, WI 54027 ADAM AND REBECCA ESANBOCK LOT 8 C.S.M. 23a529 WILSON, WI 54027 3027 CTY RD N LOT 1 C.S.M. 20/5020 WILSON, WI 54027 L OT 7 C.S.M. 23/5529 NOTE: UTILITIES NOT SHOWN SCALES NOTE: OLD AND ABANDONED ON PLANS 1' m 50' HOR FENCES TO BE REMOVED AND FIELD LOCATE PRIOR TO 1' a 5' VER DISPOSED OF AT THE DISCRETION OF THE HIGHWAY DEPARTMENT. CONSTRUCTION 1200 1200 o---- ---- - �' 8 1195 1190 1190 a, a," En 1185 1185 tX CURVE LEN 8 700.00 URVE 4DM g VPI STA m 8+90.00 VPI STA m 1 17+50.00 g g VP1 EL = 1 6G.57 VPI EL 1200 00 r q1 = —3,2 X 6 1180 1180 91 0. X N 92 4.19 K 24.15 K 111. 3 � w 1 �< 1175 1175 5 CA TION 117D 1170 - 1165 1165 1160 1160 r m co c0 N M � co .- n (0 NN 0 t� EO T- Ip Lo rn N r7 pC 00 00 to co � n NN N rn d- 1F LO 00 00 N (o 00 ID T- p OD co ^ V) OD � � c0 LO .— co I+7 tM M co F4 rn co 0 �l to to to to O in � IA t� 000 C O 00 00 1� c0 c0 � N 6p �i 17 cD .- t� N T- cV O LO 0 0! 00 0 M CD 1� N h t� ffi d O N � tO M d flp 00 co 00 woo oD of O> of 0> of OD 0 00 of 00 1C n In M1 to �— 00 2 00 00 0o n r` i� � n � � t. � � r` r� n r` �o � ro � Io u, rc � im G7 CD m O) 0 0 O 0! 0) 0 0) 0 0 0 6� W O of 6� O of O 0) 0 0) 0 m CO oo 00 00 ao 00 15+00 16+00 17+00 18+00 9+00 2D+00 21+00 22+00 23+00 24+00 25+00 26+DO 27+00 28+00 29+00 14+DO COUNTY PROJECT NUMBER — 70.11N SHEET NO. CTH N — East of 128 to Co. Line 15 OF 49 DOUGLAS W. AND DIANNE F. KOENNING 3066 CITY RD N PLAN AND PROFILE WILSON, WI 54027 AUDREY J. MOLDENHAUER 392 310TH ST. WILSON, WI 54027 40 LINE STA 35+45 LT EXISTING P.E. BIT.CONCRETE DAVID A & AMY R SONNABEND 33' EXISTING ROW INSTALL 30' X 18 CMP 40 LINE 374 310TH ST SLOPE INTERCEPT WITH END SECTIONS MICHAEL W & BONNIE J HOLTZ WILSON; WI 54027 3050 CTY RD N L PED WILSON, WI 54027 _ _ CT- L GRIN Xx X-%-�KX.� - x� �- -r-- T-PED -T T T- T_T T'T�T- J-, T--T--T-T-T T- T_- r -- r -- r -- r r -- T —• t 1\ 1\ i•-�- ----�� r — T �4< T- ED � OLD ABANDONED FENCE 33' EXISTING ROW \ 1 EX S -X�x- x T TNO+OE ARG �RESE FENCE INSTALL 26' X 18" CMP 1 AT 42 RT SLOPE INTERCEPT EXISTING CENTERLINE WITH END SECTIONS STEN DAVID AND RUTH B. HUBNETTE MICHAEL W. AND BONNIE J. HOLTZ STA 37+50 RT ! EXA18" EXISCALES; 3079 CTY RD N �,*Fr 715- 3050 CTY RD N INSTALL 36'NG CMP IL 54027 WILSON, WI 54027 WITH END SECTIONS ONC.SI I; w 50'HDR M. 16/4435 NOTE; UTILITIES NOT SHOWN E: OLD AND ABANDONED ON PLANS '1220 1220 S TO BE REMOVED AND ,vrTox �� LFENCE OSED OF AT THE DISCRETION OFFIELD LOCATE PRIOR TO HIGHWAY DEPARTMENT. CONSTRUCTION 1215 .' 1215 ; 1210 1210 d t // 1205 '� 1205 / / 1200 '' 1200 00 .' 1195 1195 1190 '1 1190 CURVE LIN70D.00 VPI STA w 2B+90.00 9.57 VPIEL _ 24X1185 S 1185 K 94. 5 rti tt i 1180 G 1180 � 1175 000' 1175 --- 1170 1170 P t7 OD t�% t9 00 Ili 0) to d' (0 0) (�p0 O O 11i N N 0) 00 00 to O N 17 try M tp) !7 N d i)7 O N to mt co N (0 00 N N M 00 N GO c0 W O LO M) N � d co Lb(D 00 t0 .- O t) ID - 0D rn .- .- M N c0 M 00 r` 0) t0 ,- (� N d to co e- I\ N 00 .- n N 00 00 Q!rn 0of CDO 00 0 . N NN d totri w� 000 No N to poppn 00) N 4vi ntrj Ofn 0) MSN mi4 (Ir< 01of .-N M>d IAA nw 0) CcV t0 cD 40 (D t0 I� n I` n I` n r� P% � n I\ I` r� n I` w Is 00 w 00 00 0o 00 00 0 0o W 0) 0 O 0) 0) ob a) 0 0) IS0 0 0 O O 0 �V N �V N Fi N iV N N N N 1165' - � - �- r- T �- � �-qm ^ -IIIIIIIII � - r- • I ' �- r •- �- •- � - e- - N r N N N N N N N N � 1165 8+00 29+00 30+00 31+00 3 +00 33+00 34+00 35+00 36+00 37+00 38+00 39+ 40+00 41+00 42+00 43+00 COUNTY PROJECT NUMBER — 70.11 N SHEET NO. U=] CTH N — East of 128 to Co. Line 16 OF 49 PLAN AND PROFILE o r, cm I ` 4o uNE DAVID A do AMY R SONNABENDICI IIII I TODD WAYNE & LINDA LEE TIMM 374 310TH ST rl I II 3110 HWY N WI WILSON, 54027 II t WILSON, WI 54027 LOT 1 C.S.M. Ir0 � �3, LOT 2 C.S.M. 23 5551 MATCH EXIS]1NG I III 44+60 LT BIT. AT 50 LT I� I 1 I I PI Sta = 54+45.40 ISTA EXISTING P.E. AGG. II I = ND CMP REQUIRED 33' EXISTING ROW ~ II II E = 91 6614420..23 SLOPE INTERCEPT - PED'S '' I I r T-pED'S = 00'03'48"R T _T_ _ UM _ _ _ _ j_t -- ` r 1 VIM _ _ � �. ------_----------------- _ -� -�'------_- --�-- _ T T . __ _—T—i T V N mac-= F = �. __ --- -%i�,T—i _ mIm it - --- —� �- L -- ------ _-� - 1 1SININ T-PED'S ice\ --E---e----E ` I�� II ---- f '" — I " E�-E _ �-- ._ _-- — STA 43+00 RT �G-E-E-E-E-E-E-E-E-E-E-E -E-f�E-E-E -E --E---E E""E--E-�E--E E-----E--E----E-E-E-E---E-E-E-- REMOVE EXISTING PATH � I SLOPE INTERCEPT II I r RELOCATE MAILBOX NEAR I f STA 44+50 RT 33' EXISTING ROW EXISTING CENTERLINE r 1 I 2 STA 55+30 C/L DRIVEWAY FOLLOWING CONSTRUCTION EXISTING P.E. AGG. II II I I REMOVE EXISTING CMP NO CMP REQUIRED MATCH EXISTING — I I I ° INSTALL 48'X30" ALUMINIZED CMP BIT. AT 50' RT I Ii WITH END SECTIONS OLD ABANDONED FENCE I mIllm AND TREES AT 30' RT STA 53+10 C/L i 3' 3, REMOVE EXISTING CMP I II INSTALL 50'X30" ALUMINIZED CMP it I MOVE CMPS5C WENST OUT OF RADIUS STEN DAVID AND RUTH B. HUBNETTE 3079 CTY RD N NICHOLAS A MILLER WILSON, WI 54027 2329 N CRAMER SIT SCALM _ W HOR I MILWAUKEE, WI 53211 1" = 5' VER I LOT 4 C.S.M. 15/4141 1225 NOTE: UTILITIES NOT SHOWN 1225 OTE: OLD AND ABANDONED PIANS [FENCES TO BE REMOVED AND axON LOCATE PRIOR TO SPOSED OF AT THE DISCRETION OFFIELD CONSTRUCTION E HIGHWAY DEPARTMENT. 1220 1220 �� �� 1215 1215 W STA _ 411 g 1210 1210 VPI EL - WIN q1 = 419 + d S¢ _ -4' �+ `� �� $ $ CURVEI EN= 500. K = 69.D1 , " + STA 1205 1205VPI C VPI EL=1190.00 91 = - e11c 1200 1200 1 1195 1195 - 5 1.03% J O — ---- ----- —_— 1190 119D 1185 1185 O • O 60 rn a h O N (o Ln OO LO M) 00 m COO� O M N c0 LID in 60 t0 I� 00 O m OC! CO � M N U O� 1 a0 V � O) f o0 � � I w G LO � M SM0N DN POr t MO Iri�r 03 Qr t F4N t V) N C 3 of P c0 mi 4 � VI O O O W 0) Ixo1 CFO 0) O0) 0rn 0rn Ix 0) CD a) 00) W0) C)0) aO) N N Nri NN N WillN NN NN N N �— �' r 1180N NN NN NN NN NN N N NN r r r r r r rrr tr r` 11p0'1 vml r l r 1- r r r VEIN COUNTY PROJECT NUMBER — 70.11N SHEET NO. CTH N — East of 128 to Co. Line 17 OF 49 TODD WAYNE & LINDA LEE TIMM PLAN AND PROFILE 3110 CTY RD N WILSON.. WI 54027 LOT 2 C.S.M. 23/5551 TODD WAYNE &LINDA LEE TIMM 3110 CTY RD N WILSON, WI 54027 STA 60+25 C/L C/L STALTWIN REMOVE EXISTING CMP—SALVAGE REMING CMP'S z STA 59+35 LT GRADE DITCH TO FLAW TO TWIN INST48'X30" ALUMINIZED CMP'S EXISTING IND P.E. AGG. 30" CMP'S TO EAST WITHTIONS /T CMP REQUIRED , 33' EXISTING ROW I T_p D S �r�pFn� I SLOPE INTERCEPT PRESERVE FENCE AT 33' LT 01151 moll I T—PED S i `.T Y2T�L,T 1 T =� x moll Imm New rt ONE _ —T� T—T _P D ai i—T—T-7—T--T—T �, —.TL=—ter T—T-7—Ne T �_ t--7 — 'F��.� rT--�-3- VRONNIE — -- -- --�a-_--- --- -- -- or= =rr= �.c� —_ -- --- — -- --� - p --- __ c= �_ -- ---- ---- —��7-�..7«i�LME.7..==r ammemomm ammom News _E_E �—E—E omme 001 --E— ---E�Tt—'i_'E_—E--E .� J. L—�=ET—=E T �=YT�—_ J Trr -'mm —� .� .�—��E-PED — —I--•E—Eco _G _ mmmm� News geeee •Newmom — E— -� cn �----�--.�.��—.� dollb MIND I I I I I T—PED I I I 9 W `o STA 59+40 RT I I I I I EXISTING F.E. AGG. INO I 33' EXISTING ROW I I I CMP REQUIRED I SLOPE INTERCEPT I O Z I 61+65 STA 66+12 RT EXISTING CENTERLINE I I Z ON 0 g I P.E. AGG. AG NICHOLAS A. MILLER I LEXIST'ING LL 26' X 18" CMP I EXISTING F.E. AGG. IND I w g R' 2329 N. CRAMER ST. I END SECTIONS I I CMP REQUIRED I I Ln m 0 -o I MILWAUKEE, WI. 53211 j jy o Z D LOT 4 C.S.M. 15/4141 c� I JOHN P. & HOLLY A. MILLER I m JOHN W. & PATRICIA J. MILLER JOHN W. & PATRICIA J. MILLER 3115 CTY RD N j K SOA � 3115 CTY RD N I 3115 CTY RD N WILSON, WI 54027 1" - 5a HOR WILSON, WI 54027 WILSON, WI 54027 11" ' 5' VER LOT 3 C.S.M. 15 / 4141 C.S.M. LOT 2 C.S.M. 15/4141 F LOT 2 15/4141 m 1220 NOTE: OLD AND ABANDONED NOTE: UTILITIES NOT SHOWN 1220 FENCES TO BE REMOVED AND ON PLANS DISPOSED OF AT THE DISCRETION OF �a�x FIELD LOCATE PRIOR TO 8 n 1215 THE HIGHWAY DEPARTMENT. CONSTRUCTION $ u 1215 In 1210 d 1210 1205 - 1205 1200 1 1 1 1 1 1- 1200 + - 2 AA 1195 ----- vv __ 1190 1190 1155 1185 1180 1180 p�pp p� �000 ��t �N nM NN nU {� N� ^ � 0 coNr Mqt M1r� OD Vr �d tEpp ��pp M00o pp�� ODi? �� ONE ♦♦ �F LO 0)o twI+�cND Qp p o Qp�� Nu If�co Odd (�D0 0) 00 N� GO d� OpdN 0 r MS CV IM M d' r7 4 4 Ili � Ili 6 co w m co n (6 P (6 ed E6 CIS r� Ol r� Ci 0 00 O rn Gp O .� � % cam! 0 cV l4 M M r+i MS 4 R m � (n � N N (6 �p (6 Iez I� 00 m m M rn m En p) 0 0 0T p� pi 0� pl pi pl � p� pT pl OT 0 GT 0 p, Oj 0 0 07 ph a) 0 O 0 00 Rio Rio CIO p 0 Rio 0 O 0 00 o o 00 O o 00 � �� �� rr �r �•- �' r• r r �-•- Nr NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN1175 r r r a-- f r ."_ !� r f� T r r r r' t— r r• r e— r' �— r r' r r p" .— f� r r r e— r r r r r r a"- r .— r r .- 56+00 57+00 58+00 59+00 60+00 mll 61+00 62+00 63+00 64+00 65+00 66+00 67+ 0 68+00 69+00 70+00 71+00 COUNTY PROJECT NUMBER — 70.11N SHEET NO. MEMO Emm, CTH N — East of 128 to Co. Line 18 OF 49 JOHN AFFOLTER 372 315TH ST. PLAN AND PROFILE x WILSON, WI 54027 LOT 1 C.S.M. 23/5551 Ln ________� 16 TODD WAYNE & LINDA LEE TIMM 33' 3110 CTY RD N i' ___-------- TODD WAYNE & LINDA LEE TIMM 133' ROBERT J. BUTLER WILSON, WI 54027 3110 CTY RD N 3172 CTY RD N LOT 2 G.S.M. 23/5551 WILSON, WI 54027 1 1 WILSON, WI 54027 MATCH EXISTING GRAVEL AT 60' LT 1 i I I I i 33' EXISTING ROW I i SLOPE INTERCEPT I IT-pED T-PED T-PED TI 4 � PRESERVE FENCE ( l T TO STA 85+00 T—T_T_ T—Y!=m7r! !T�+T T+=r T—� �T=r T.=�_r— L— —T=T—T—T=T—T—_T PED i \ fT t� T--f'-- —'�-*—T-� T •F'r \ small qsqss _ _ SEMEN �I sssss domme EXISTING CENTERLINE I slims _ —....... -`N n 33' EXISTING ROW y STA 81 +40 RT co SLOPE INTERCEPT a EXISTING F.E. AGGO IND p CMP REQUIRED o 400 ROW D.V'►iS IM. it CIRCULAR PI • 13 1 DUANE A. & PATRICIA G. BUTLER Dom IP24m 02%41'25* JOHN W. & PATRICIA J. MILLER - I 3115 CTY RD N 354 320TH ST. T = 150,97 WILSON, WI 54027 R = 2130.DD j WILSON, WI 54027 ___ L • 381.07 LOT 1 C.S.M. 15/4141 NOTE: OLD AND ABANDONED NOTE: UTILITIES NOT SHOWN C . 38D,84 SCALES 10 = S0' HOR FENCES TO BE REMOVED AND �vaox ON PLANS E • 7.87 1' • 5' VER DISPOSED OF AT THE DISCRETION OF FIELD LOCATE PRIOR TO M • 7.65 THE HIGHWAY DEPARTMENT. CONSTRUCTION 11245 1245 — — _ ' 1240 1240 000 8 r 1235 1235 8 W a rn Ed 1230 1230 Y VPI STA • 81+00,O0 � d V I E 24101 4.0 1225 i CURVE 500.00 d K74. t � CURVE LD 300.00 g VPI STA - 72+00.D0��' Ids 1220 1220 VPI EL • 211600 ' gl • 1. � Ks135 ''�� 1215 1215 g 1210 1210 • 1205 1205 0) L0 M tp co I� t� o0 O O I� � N a1 17 <t d r Of a0 � ^ 00 � a0 S c0 00 � rn S 0 p O IA N N tp N O* �t �t �A N r7 O u1 to co O 67 O N N I� to O K� �t pp t� .- O a0 ao O a0 O ao S O s v r� r� d �t cD G1 cD a cD tp tf3 co I\ to oo 00 d IP c0 r* 1� t1d cD of 00; t of O I\ CO O ao M M rM � ui to 4 � co 0 �NN N N ^N N N M M t.Nj 1ri "'M to f� "'� co '' 00 O .- N � �� q't � 1+3 �`t �h n�3 dd U)r7 td �d p d �f Of Mph O n 1')r� a0 tp Mrs co NN NN .- FiN FiN FiN iGN N N� NN NN N�t� NN NN M N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N NON F1N L�iN NN NN � �— .— .— — �— �— .— �— — r- .— .— �- r1200 1200� .— r- .,. r .- vM .— V— � .— ,— � .— �— r- .— 76+00 .— •- r- 79+00 r- 80+00 61+00 82+00asommollms 83+00 84+00 85+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 COUNTY PROJECT NUMBER — 70.11N SHEET N0. CTH N —East of 128 to Co. Line 19 OF 49 ��. PLAN AND PROFILE , c>RcuuR' ua - a�3s'm" ROBERT J. BUTLER T - 140.1° ROBERT J. BUTLER R - 12a0.0D 3172 CTY RD N t. - 27e.°s 3172 CTY RD N WILSON, WI 54027 C ' 2�a.'� WILSON, W1 54027 E - 7.a3 u-z7a PI Sta - D7+44,aS ROBERT J. BUTLER 5TA 93+70 LT OLD ABANDONED FENCE 3172 CTY RD N EXISTING F.E. AGG. ROW ,r--» STA 90+90 LT RO' �'N�= INSTALL 30' X 18" CMP 33' EXI5TING „ EXISTING P.E. AGG, iMLSON, YVI 54027 ^'r• WITH END SECTIONS r�T� T__ ;�-- '_ —v...�1('�• r r_X—r INSTALL 26' X 18" CMP �'�=== �- _-� = � � EO Y �� �r SLOPE INTERCEPT WITH END SECT10N5 �pEO _ __� � �= � � �� �� =���J'' _ '� _��//'�� I N � � �` � �p � �— T --� T � T �_. -'�C�, � `� I 1' � � } y,,.��x��s `L fp � � � ! = 4. � _ � � K � � � i„-Y.. _ _ _ �' -- '"� �-" - _-� =�� `� -- �'�" � ._o -_ -_ T�-T T_-.S _ � �+� ",��"�Y OLD ABANDONED FENCE B � � _ � �__._'-9=.i?,-___ --� —_ -��7- � p2- - ISTING CENTERLINE M_$_ _ _ - _-- _ �-�� � _$ - =�_- �` aSTA 87+60 RT I � � _�� ' -- --_—� � _ --- `— �— _____— EXISTING F.E. AGG. _—�_ � � 'f"'L�"`�� `"'�— w � 33' EXISTING ROW INSTALL 26' X 18" CMP rn � - ---_ ---- __ � � WRH END SECTIONS " �'`� - y DUANE A. &PATRICIA G. BUTLER �, STA 90+98 RT ,�N 354 32DTH ST. SLOPE INTERCEPT � EXISTING F.E. AGG. � a INSTALL 26' X 18" CMP °- WILSON. WI 54027 DUANE A. &PATRICIA G. BUTLER WITH END SECTIONS 354 32DTH 5T. WILSON, WI 54027 DUA ESA,-=&_ _ PATRUA= G: BUTLER �� 354 32DTH ST. �• - s°' rtoR YVILSON, WI 54027 NOTE: OLD AND ABANDONED NOTE: UTILITIES NOT SHOWN �• - a' vER FENCES TO BE REMOVED AND ON PLANS DISPOSED OF AT THE DISCRETION OF �„ FIELD LOCATE PRIOR TO THE HIGHWAY DEPARTMENT. CONSTRUCTION ��� \ ���� 1235 1235 �� ,2. �, `� 1230 1230 ` ` � VPI sT - ea+5o. 1225 -- _ _ VF'I EL ,zz,.�° 1225 _ - 9z - ,lox CURVE - 200. .64 1220 8 0 1220 � r{�. '^ y 1215 < ' ��� < � 1215 �� � \\ S � � �`�j, `` ��� �ah1 N 1210 1210 s au �`� � f±i 1205 � � ���, � S � 1205 VPI ST ti4+15R � u vP1 EL 1204.90 � `�� x 12Dt� CURVE - 20°. �`�.� .30� K - 1 .42 `� 1195 �` 1195 �N O �tf') �(D t` N� 00N t� p� �N u7 Nr •-c0 n� MIS �p r N� Nrn � O ppcD QN C�tO c0 OO OO (� OiD 00r �O) M Mu7 Olo° NIA NN INN lNV Nc0 tD`�pp00`� !CO OcD (DO �O M M .-I� 1�00 Ob n� �O 00 1�01 1�0 01� M�d' N� tnM d'd� Nd- �V7 �n ODM OfO �00 �pcD 17r+� 1I�d' K1M cV � � �Oi MM M)N 0100 NN td� NN ric0 1f3d= NN d' d' t�rM NN � NN � O/oi ht\ �� MN .— �O Ofao 00 (�cD 00 Nd' t�N 00 00 � Ooi b0 vp� 00a0 pJO� �� QfOT N� �M�� Or'O� Olds � Oft7�� .�O OT Md' N MM N MM N N N N N N N N N N lV N �N N lV N �N N N N tV N 1�1 .-- N F) N I�I N F1 N �V N N N N N N N N N N N N �- � � � •- r' •- �- � r- •-- `r � 1190 1190 r � � r r- P` e- r � r e-� r � r r- r �"_ r e-' r e- r r- r a- r � r a-- p. � r" � r r T r t--' r T f" � �" � r � r �-.. r � r � r � r �--' r a- r � r B4+00 B5+Q0 8B+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 9 95+00 96+00 97+00 98+00 99+00 COUNTY PROJECT NUMBER - 70.11N SHEET NO. mommooll- mooll CTH N East of 128 to Co. Line 20 OF 49 ROBERT J. BUTLER ` H ALLEN L & DOROTHY KERR PLAN AND PROFILE 3172 CTY RD N I 3204 CITY RD N WILSON, W1 54027 0 WILSON, WI 54027 cQ 1 c0AT BR0PLT 33' 3� STA 110+85 LT 1I'T EXISTING INSTALL 30' P.E. AGGv X 1 CMP I i I I N WITH END SECTIONS SLOPE INTERCEPT 33' EXISTING ROW / I ADONOT DISTURB MOUNDolookC-`fT� PEED TEM LOCATED ADJACENTPRESERVE ROW ACTIVE FENCE OLD ABANDONED FENCE r `�=x x _ 3�-T _�� _r _ T ^ fi=-�� �NORTH I I ���� Y�Ilmlwwlwj-�T-? '^ �i�---_ ."+�--r��,�, _x1.« ?� s�-��F��--i--��� L �_ p - �-=--a =-� - - _ _�pp_ _ l '�T� _=Yl� �r `=s=z=_TPED aum TY-� GA °°"��'L�-� 3'-�,Ii---=? T _ 'T� --- --� .� ='o— -fr' w r� �� pIIII,IIIIN, �� T� .�__-a-__-�. _ — — — olloo _ _ Iowa _ IImIII — -- — ST c_ — — — _$— -- �-- - - — _y �� \I li � .. _-� v - - -__--$_--- — _— --_------ Clmotto --^'-- _-T �"'"�. $n a(� 1T _ _---- -_=t_----_ _-T^ — -�` ^�^ ITi� 11I I� II' r too u T EXISTING CENTERLINE T T T�mommomm�T •j-� T_ T� Ttoot �T�� ��_-- ROW 33' EXISTING �[ SLOPE INTERCEPT a r a GRCULAR� I ( Da - 0135'30" 1 Da - o135'300 33 ' STA 110+85 RT 2+50 C/L T - 177,39 33 1 EXISTING F.E. AGG. EXISTING do SALVAGE CMP R - 3600.00 MATCH EXISTING INSTALL 26' X 18" CMP DUANE A. & PATRICIA G. BUTLER FREE 50'X24" ALUMINIZED CMP L = 354.50BIT. AT 50' RT WITH END SECTIONS D SECTIONS C = 354.36 354 320TH ST. � � WILSON, WI 54027 M = C36 KELLY A & REBECCA A KERR PI sta - 106+44o3--___-_--_ t i 3219 CITY RD N m WILSON, WI 54027 a rp DUANE A. & PATRICIA G, BUTLER STA 106+80 RT NOTE: UTILITIES NOT SHOWN SC�LM 354 320TH ST. REMOVE EXISTING &SALVAGE CMP NOTE: OLD AND ABANDONED ONPLANS 1' - SD HOR INSTALL 50'X24" ALUMINIZED CMP FENCES TO BE REMOVED AND FIELD LOCATE PRIOR TO WI 54027 WITH END SECTIONS DISPOSED OF AT THE DISCRETION OF 1" A -A r LOT 1 C.S.M. 1 OO THE HIGHWAY DEPARTMENT. CONSTRUCTION 1200mom 1200 8 � 8 � C GEN 1195 1195 low ; � d 1190 1190qlm� _ EL - IMID0 - DAM ---tII04 46X -2.60X VPI ST - 1 DD+00. _ - - - ---- RYE LEN - 450.00 g a 1185 1185 PI _ _ _ 9 n 91 - - 5.07X q2 . mm DAM g _ CURVE - 400. S �,� u d 1180 1180 K- 15 .28 g Rom In d �' 1175 1175 _ R N 1170 1170 VPI ST - 112+54 VPI EL 116&75 1165 1165 92 Wax CURVE EN- 400, K - 1 .46 1180 1160 O O1 cD M (� O Co c0 Of DO O� t�pp t� .t pp d- M N 1� p�pp O m c�pp M N OD �t P cD N 00 r. O Qf IA c0 �{A� d' t\ fn N d in m r� co F cD c0 � N h O IA rN dr y� P in to O g (o N Ln M rM r' U7 00 M M O am CO 0) rn ►� Co O co n 60 !7 co a0 V) P co CC) fn 0o M M I� P t1') 60 O r� M 00 .- ® C O 4 Ni 0 N O C ai Of Co I� � 6 P (6 P4 ug CO LO `a� � c$ ul c$ 10 in LO � d 1M c�S cV P of CA a0 � � is n (6 to r` n 4 M r E` C4 r` r` cV � P n P � n � I` C; � 1` � rn P w rn o> co ao 00 o0 00 00 oD oo co oo 00 00 co 00 co 9� co D� co oo P oo o"a oo co co ao P Co o� P r. n c� P � e— P � P e— P P r P P s— P r P 1155 P r P a— P P r P P a— P 1155 r r r r r r r r r' r r r r ��oM0IoIIIIII P r P r— P r P P P P s— P '�" P P '.'� P r P r 98+00 f 9 00 100+00 '— r— 101+00 a 102+00 103+00 04+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 r, CA 0 COUNTY PROJECT NUMBER — 70.11N SHEET NO. 21 OF 49 CLARENCE L. HOEKSTRA CTH N —East of 128 to Co. Line 54 PLAN AND PROFILE WI S, WI ON27 ALLEN L & DOROTHY KERR L 3204 CITY RD IN il 4 WILSON, WI 54027 _- � � > $ �\C � 5 O� STA 113+50 C/L REMOVE EXISTING CMP P � rn 40 PROPOSED • p 1 �, ROW STA 124+00 b PI Sta - 121+63.76 EXISTING F.E. AGG. INSTALL 48'X30" ALUMINIZED CMP l 33' EXISTING ROW q WITH END SECTIONS LAND OWNER TO N - 358637.51 NO CMP REQUIRED Y RELOCATE FENCE E - ego75.24 i MNPRESERVE I- Oq:M3'27'R FENCE SLOPE INTERCEPT I _ I OLD ABANDONED FENCE Ep'S — �_ _ L _ Jill- TI ----------- ---------------- -- — — — — =-.. -u - - -o - - - - — — — — T - .•_ 7-y -j� 1� m � ll T% i � r - {__ - - S-- _=/- D =-- — — ---"— ---- ------ �_ _ �5--��— _ PEp ` s ---•- - -=�� ----� __- ' -__TA-T-TAT a 1 EXISTING CENTERLINE P .� _T i—T-.T—r--T—T-7--T—r—r—T—T—'T I 0 M /L � I T-P w CMPALUMINIZED w =REM0VEEX1STn1Nf CMP SLOPE INTERCEPT NS 33' EXISTING ROW 117+90 RT =P,E, CMP / ISTA EXISTING F.E. AGG. S / k NO CMP REQUIRED cl) KELLY Ado REBECCA A KERR 3219 CTY RD N WILSON, Wl 54027 JOSEPH HASELMAN SEC' Og USE VVALSONTWIR54027 SCALES NOTE: UTILITIES NOT SHOWN 1' - DD' HOR NOTE: OLD AND ABANDONED ON PLANS 10 m W VER FENCES TO BE REMOVED AND DISPOSED OF AT THE DISCRETION OF FIELD LOCATE PRIOR TO THE HIGHWAY DEPARTMENT, CONSTRUCTION 1190 1190 1185 1185 S � 1180 1 STA - 11 +7&DD 8 1180 VPI STA - 112+50,00 9 - 1.SD7G D VPi EL - 1 -2.6 6D.75 9 i 'd --2.42 � N N 8 eQi 91 y RVE LEN - =00 1175 - 92 1.311 r K-92.06 N1G n $ � 1175 CURVE LEN - 400.OD < K - 100.Jim ' N d Jilin ?DCx _ _ < 1170 --- 1170 'I 1165Jilin $ -- ---- ---' " 1165 Ed �a Ed i i n VPI STA - 192+50. 5 La VPI EL lIK50 1160 91 - - .421C 1160 CURVE IEN- 400. K - 11 .42 115$ 1155 1156 1150 t\ N '* � Il� M l!') in N 00 O M O! cD pp 00 it u7 NL (D ^ � t0 N op 1A U h �— 07 N p 8 U) t7 N V7 Ol u7 (D .— t+J u7 u7 Ni r) P% d t0 ill CA d � 1� C4 OD rn to i` o- U7 t r) .- d (D rn ^ mo d �t N M t+1 u7 l0 i� te r) 0) m 00 (D !7 � ao LO N co P 1� C O O O O C O O � Mi N �F M d= d' d= M r�i Col N C O Oi ad i� i� 1G cp iC cD N to fA Ili iG to{C cD (C cDA C3 9fi O1� r CO � nS C4 .- oo r I� 1� f� i� n r ^ r !` r r` L\ f`n r h h f� 1� I� t� n ^ n t0 cD t0 cD t0 cD r0 cD 10 cD t0 cD t0 cD tD cD 10 cD t0 co t0 cD a0 cD O cD t0 1�1145� = � �� � = = = �� = = =� = =r =� �r = = =1145 �.= �� = ��� = = 112+00 113+00 114+00 15 00 116+00 117+00 18+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 COUNTY PROJECT NUMBER — 70.11N SHEET NO. CTH N — East of 128 to Co. Line 22 OF 49 CLARENCE L. HOEKSTRA PLAN AND PROFILE 11001 � M. WI SON, WIR54 27 '� ? 2 ALLE325TH NEILSEN t 11 S 361 ST.ANE CACULAR � ` KNAPP, W. 54749 Do m 05 ALLEN E. & DIANE M. NEILSEN ' •,1r lr 361 325TH ST. ETA LT t ; r - 10a30 R . 1145.12 KNAPP, NO 54749 PI Stu = EXISTINGNG PP,.EE.. AGG. 127+05.02 INSTALL 30' X 16" CMP + 3� jj3 ' PI Stu 135+40,69 L . 211.99 C . 211.68aaa 40 PROPOSED ROW N = 318551 WITH END SECTIONS STA 129+35 C/L MATCH EXISTING I I 1 N - 318437.t 8 E ` 4s92 D•1� AC• E = ssesosa4 REMOVE EXISTING CMP AGG. AT 50 LT I I 669234,9 E — sssz3ass N ' 4 00 BO t I = Ot 19'25'R _ t t — r — r 1 INSTALL 50'X24" ALUMINIZED CMP 1 1 I 1 I — 33' EXISTING ROW PI Stu . 135+20.86 VAN CO & L�rjA � � WITH END SECTIONS pE0'S i I I I I 1 INTERCEPT STA 325TH 315 ST. 54749 I t 1 E—E—E—E—E—E--E--E—E--E—E'—E --�--e 11 SLOPE uN E Kt4APPr "' I T—PED SS .�D 1 4 - _ // I / r� 1 1 r 00000 1 ~ 3_ — _ _ —_ —�____— — — _ _ _ — _ _ —-- — _ - _— — —_ —_ J—_ _ o 0� aa _ _waa,aa 0 o � c vvam r co — — _ _ -- _ r _ r — '."' = S = L�.l��-L __ —._ _ VEY _ ._ _. _ jr r T.pED'S T_p)PF ED \�2 I T.PED STA 127+00 RT u 1 I EXISTING CENTERLINE EXISTING F.E. AGG. o N 1 I 1 1 1 ' N Im DISCUSS REMOVAL WITH LANDOWNER a JOSEPH HASELMAN 1 �^ —a 11 1 1 ti 1. I SLOPE INTERCEPT 1 3227 CTY RD N u14E 1/4 SE, MATCH EXISTING 111 I 13+' I 1 33' EXISTING ROW U aZ lie �P 1 WILSON, WI 54027 AGG, AT 50 RT 1 3�, {1 Im 1 STA 138+50 RT 1 � 1 I 1 EXISTING P.E. AGG. 1 1 1 STEVEN C. & LISA BOWEL 1 INSTALL 30' X 18" CMP EBENEZER OAKS INC. ► 1 I 1 1 315 325TH ST. 1 WITH END SECTIONS PO*BOX KNAPP, WI. 54749 WILSON, WI 54027 WIL 9L' LOT 1 C.S.M. 9/2639 NOT SHOWN i 325TH ST. 300' RT -"'``w NOTE:LD ABANDONED NOTE: UTILITIES DISCUSS m� REMOVAL OF HIGH SPOT IN 1, _ ttoR FENCESEMOVED AND „�,M cs� ON PLANS ROAD BLOCKING VIEW TO INTERSECTION, WITH TOWN 1' ' S' VER DISPOSTHE DISCRETION OF FIELD LOCATE PRIOR TO THE HIGARTMENT. CONSTRUCTION 1175 1175 onsmolmom-- --- ,ma1170 1170 OwNgemO --0 _ - _ 8 VPI STA • 133+00. \ VPI EL 1174.25 ��� 1165 1165 n M WOO . 0. 3x VOR 1 92 . -SO09xdc CURVE I EN 40D, dd 6 c VPI STA 138+50. ti d {ii K 99. `\ � VPI EL 1157.25 Fla 1160 ROO .09X aaaaaaa 92 d 8 CURVE I EN 300.0 v~i 8 ^ 1155 1155 n x rn d �1150 1150 �•. 1145 1145 M 1140 1 140 d `1 a� 7 1135 113.'� tIY O LO OD V) (0 r o0 h I� d �1 O N 1p Ca M L� O) N M cD N O to d O i� I� �E d 01 t0 .- i� Od 00 N 1Ao N ��pp Of(n to M O Qf No0 t7 Q�pp ter- d M� N � = t� tA(D a) ��pp 60N 00 I� Od M 04 N� a) n� (r1 to .-N tGC O0) C C � rn O O�� O O M� ISO N r� cV 0 a0 NO tV 0 M Nn A O 01 0; Od n tC t d M M OD0 .- d ai 00 06 �i co 1 d �- � 0) �' (o M rr1 (� a0 Od of Od O Cs O Oi O of n ai •- n ai �- to f` � � � r I: n � n � n r` � r� n I: n I. to (n 0 (a to (a r0 (D (D (D to (n (0 w to 0 (o 0 u� (n � �r � d to (0 so cD m t` 0 � to r� � (o (D 126+00 127 00 128+00 129+00 130+00 131+00 132+DO 133+00 134+00 135+00 136+00 137+92 138+00 138+00 140+00 141+00 w COUNTY PROJECT NUMBER — 70.11N SHEEP NO. CTH N — East of 128 to Co. Line 23 OF 49 ALLEN E. & DIANE M. NEILSEN PLAN AND PROFILE 361 325TH ST. MINE MININ KNAPP, We 54749 s 111111111111 DD 1 JAMES C. HURLBURT E1214 561TH ST. JAMES C. HURLBURT MENOMONIE, W. 54751 E1214 561TH ST, 1 4 SECTION LINE MENOMONIE, WI. 54751 SLOPE INTERCEPT 33' EXISTING ROW &LISA A BOWELL STEIN C _--- _ _mIlle ----------- 70' EXISTING ROW 315 325TH KNAPP. 54749 -- ---- _MIII 411 cy — -- _ _--r— — -- — _ __--- — ` ` ` ` --------------- --_ - -- ------------ _ Bill _ ��\ �nr"= _ ------------ -- N ` 0GININ 1^ = 1 _ ur _ — v o- _ o== EXISTING CENTERLINE CIRCULAR- I zN D I SLOPE INTERCEPT ° C Do = 0794721' a o yLn ( 450 PROPOSED ROW 60' EXISTING ROW z T m 117.69a ` -_-- Moto I 0.067f AC. In R - 736.14 o 33' EXISTING ROW C m 232.44 y CIRCULAR "O I0 Iz �O M e 9,2 2 Dc = D7'4I EAz It^ rWa 3 33' EXISTING ROW PI Stu 147+70.42 T 13395 t I R m 736.14 I STEVEN C. &LISA BOWELL - 285.01 315 325TH ST. PETER E. & HEATHER M. HAUG m 283.58 PETER E. & HEATHER M. HAUG scALEs ► KNAPP, W. 54749 326 330TH ST. lZ09 E - 12.89 E 326 330TH ST. 1, w 50' HDR KNAPP, WI. 54749 pl Ste1-8151+84.37 KNAPP, W. 54749 1.. s' VER NOT SHOWN NOTE: OLD AND ABANDONED ONTPLANSITIES 1145 1145 FENCES TO BE REMOVED AND aura)+ DISPOSED OF AT THE DISCRETION OF FIELD LOCATE PRIOR TO ?� THE HIGHWAY DEPARTMENT, CONSTRUCTION `\ 1140 1140 VPI STA I44+DDmD0 1135 VPI EL - _ 1126. 1133 12 -1.84X CURVE LEN o440.00 $ �v K 106.77 1130 \�`� 1130 < g VPI STA 48+50.D0 1125 VPI El. 1115.20 1125 -- 92 0 -I x _ CURVELEN 2D0.D0 T 1120 --- 1120 8 u� 1115 1115 89 VPI STA 152+50. S ` n 8 \ a g � EL 110'00 x 1110 1110 Irl - 16X CURVE LN m 200w00 1105 kk 1100 1100 _Or VIM) O p Rao MU) � p o ( �cD 00^ M m�N LID 1D0 o O IA N 00III D00 O" O) W0) a t MN 0 d O0 dto O u�� p9t M O A O c to co i � M rM N cV - Q.-. d t d It III to MN NN NNNN NN NN NN NN NN N VI � 00 00 00 00 00 OeM 00 00 _ _ IIIII_IIIII IIIIII _ IIIIIII 01095109P ... 4 00 141+00 142+00 143+00 1 4+00 145+00 46+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155 +OD 163 COUNTY PROJECT NUMBER — 70.11 N ISHEET NO. JAMES C. HURLBURT _ ���, `� J`' J CTH N — East of 128 to Co. Line 24 OF 49 E1214 551 TH ST. 00001 Ci PLAN AND PROFILE MENOMONIE, WI. 54751 ,�.�� 160+00 — 161+00 65' EXISTING ROW NSITION SURFACE TO MATCH EXISTING CrROWNj5UPER ELEVATION IN DUNN COUNTY 33' EXISTING ROW SLOPE INTERCEPT + ----- ,_---- ;`-gooso oe OHIO slow EW miss Simla //iddi goods smoss modoo Simpson apown ro �� SLOPE INTERCEPT S� + sills EOP 164+38.66 N = 317762.83 65' EXISTING ROW 33' EXISTING ROW x E = 672183.87 o + i ! a EXISTING CENTERLINE I CIRCULAR 0 Oa = OT47000" CIRCULAR Dc = 07'47'21" Da = 01'27'09" w T = 213.34 Do = 01127'09" R = 736.14 T = 161.24 L = 415.31 PETER E. & HEATHER M. HAUG R Via3944.55 �'L2 C - 409.82 L = 322.31 00 E = 30.29 326 330TH ST. C = 322.22 f 0 M = 29.09 KNAPP, WI. 54749 E am3.29 C� 2 PI Stu = 156+26.40 LOT 1 C.S.M. 15/4121 M = 3.29 G PI Sta = 160+75.64 SE = 2.3X MAX NOTE: UTILITIES NOT SHOW NOTE: OLD AND ABANDONED ON PLANS SCALES: FENCES TO BE REMOVED AND �or>oa FIELD LOCATE PRIOR TO FIELD DISPOSED OF AT THE DISCRETION OF 1' = 5W HOR THE HIGHWAY DEPARTMENT. CONSTRUCTION 1' = W VER 1110 ,1110 1105 1105 8 90 1100 11100 _ 1095 1095 n � W 1090 1090 'zgaw I 1 ` W a W 1065 loss] 1080 ` 1080 1075 1075 SrA 1E1+ 1070 ��pp OM O N �Ol ppP p ppOv) MOfDD d M Do (D00 N M tj 9 M M f�00 S 0) o ` t 00 r O) cV 0)CO W *wm106S ai o0 CO f00 t CO ) YGC9 t0 d CO N CO O 000 O O> QO a a) OO O OO O O O O O 00 OO O O O ��� ww � r� 911001 � vm 152 00 154+00 165+00 166+00 167+00 160+00 16! 154+00 155+00 158+00 157+00 158+00 159+00 60+00 161+00 +00 +