The URL can be used to link to this page

Home My WebLink About2013 E.pdfINDEX OF SHEETS S"cET' NO. 1 TITLE �{-IEET N0. 2 TYPICAL SECTIONS SHEET IJO. 3 NOTES, LOAD SPREADS &UTILITIES SHEET' N0. 4-7 EROSION CONTROL SHEET NO. 8-19 PLAN AND PROFILES SHEET N0. 20-49 CROSS SECTION SHEETS TOTAL SHEETS — 49 .DESIGN DESIGNATI❑N A.D.T. 201c = 690 A D.T. 203c =� 880 D.Ii,V. cu3E: = 110 D. = 50/50 V. = 50 MPH ESAL. = 0.4 roll, PLAN OF PROPOSED IMPROVEMENT C.T.H D — S.�IoH. 1 �8 ST. Cf�01X ':;��UNTY COUNTY PROJECT rdU!dBcF' --�o>fo.�®.�-- R-16-�'�� I I BEGIN CONSTRUCTION PROJECT I —--f'D-- STA. 10+50 rDi C❑NVENTI❑NAL SIGNS COUNTY LINE COMBUSTIBLE FLUIDS (UNDER PRESSURE) Ci)RPOP,ATt. LIIv11"fS .U�////////// UNDER GROUND UTILITIES PI'.OPERTY LIFE GAS G ELECTRIC E L(�T LINE — — TELEPHONE T LII4ITED HIGHWAY EAST=MENT -- SERVICE PEDESTAL Eh��TING f21GHT OF WAY _ _ CABLE MARKER 11P. POWER POLE LJ NE'N RIGH i OF WF�'r �� . TELEPHONE � REFERENCE LINE ✓ RAILROADS r I I r I I_ u SLOPE INTERCEPT ORIGINAL GROUND PROFILE �—� MARSH �`�` `'�`^�''��'` �'` EXISTING ROADWAY OR PRIVATE ENT. _— —_ — WOODED AREA CULVERT IN PLACE C — � RIGHT—OF-WAY / � � I MARKERS CULVERT REQUIRED �--' � OVER HEAD LINES O.H. �I_VERT REQUIRED PROFILE 0 O FENCE LINE �—�X= CAUTION T❑W�N ❑F BAL WIN � N, LAY OUT CRAPIiFt7 ti'C?.I,1� 0 2000 �+��^ �� ( IN FEET ) 1•IJ'�/N ❑E cif?IPJu IELD PROJEC�� DESCkir , . CTH "E" FROM CTH "E" TO STH "128" CONSTRUCTION PROJECT NUMBER YEAR OF CONSTRUCTION END CONSTRUCTION PROJECT STA. 166+25 T-29-N C❑DRDIN4TES ❑N THIS PLAN ARE REFERENCED T❑ ST, CR❑IX C❑LINTY C❑❑RDINATES SYSTEM T❑TAL NET LENGTH ❑F CENTERLINE =� 2,95 MI. ACCEPTED FOR 5T. CROIX COUNTY I I 49 70.10E 2013 DATE TIM RAMBERG (HIGHWAY COMMISSIONER) GRIGINAL PLANS PREPARED BY ST. CR❑IX COUNTY HIGHWAY DEPT. DATE SIGNATURE ST. CROIX COUNTY REVISION HIGHWAY DEPARTMENT DATE PREPARED BY SURVEYOR FRAN BLESKACEK RLS 3—E1-13 JEFFREY S DURKEE P.E. 3-15-13 DESIGNER WinSIAMM 7—B-93 TODD REHNELT DRAFTED BY CHECKED BY T1M RAMBERG COUNTY HWY COMMISSIONER .� P CLEAR ZONE SI EED & FERTILIZE TOPSOIL & s,2o' i ROUNDING 1 (NORM) i:1 (MAX) CLEAR -1t CCC11 ➢. CCDTI 17C i� ( �0970' Q04ffT, 34' FINISHED TOP WIDTH CLEAR ZONE 1.00' 11' EXISTING PAS 0.02'/FT.(TYP.) PROPOSED PAVEMENT -24.80' TOP OF SUB 20.50' TOP OF SANL 17.70' TOP OF BAS 7' FINISHED SHOULD MENT �11' EXISTING PAb 3 0" HMA PAVEMENT TYPE E1,1.5" E ER �1.00' REFERRED TO ON CROSS SECTIONS 5" PULVERIZED AND RELAYED ASPHALTIC PAVEMENT 8" BASE AGGREGATE DENSE 1 1/4"(TYP.) 12" SUBBASE(TYP.) TYPICAL FINISHED SECTION C.T.H. E (WIDENING) (STAR 38+00 TO STAR 166+25) I -1,40',;� -5' 12'- 0,02'/FT.or 34' FINISHED TOP WIDTH O.iY MIN. BASE AGGREGATE DENSE 3/4"(TYP.) 4". TOPSOIL -SEED & ?? S�ek Mq EXISTING 66" RIGHT—OF—WAY 38' SUB GRADE I — 31' TOP OF SAND I 28' TOP OF BASE COURSE I 26' POINT REFERRED TO ON PROFILE NOTE: 2' MINIMUM DEPT OF DITCH UNLESS DETERMINED OTHERWISE BY ENGINEER 'CLEAR ZONE 18'--•— SEED & FERTILIZE PROPOSED PAVEMENT — —r{ SALVAGED TOPSOIL & MULCH 1.40' ---- — ---{ 3050' 4,30' --mow z 0,02' FT. QQL( I a OUNDING ALVAGED TOPSOIL & MULCH �T,1(Ai, _,.. A SEED & FERTILIZER REFERRED TO ON CROSS SECTIONS "� L-3.0" HMA PAVEMENT TYPE E1 1 (NORM) 1,50" LAYERS 1/2" NOMINAL SIZE AGGREGATE 5:1 (MAX) ING 2" PULVERIZED AND RELAYED ASPHALTIC PAVEMENT 6" BASE AGGREGATE DENSE 1 1/4" 12" SUBBASE TYPICAL FINISHED SECTION C.T.H. E (RECONSTRUCT) (STAR 10+50 TO STAR 38+00) 0.02'/FT. COUNTY PROJECT NUMBER 70.10E TYPICAL SECTIONS SHEET N0. 2 OF 49 4" TOPSOIL —SEED &MULCH 2S. 3" ASPHALTIC CONC. PAV'T. TYPE E-1 �ql 6" CRUSHED AGG, BASE J 12" DEPTH GRANULAR SUBBASE From su(table cut material TYPICAL FINISHED SECTION 280th-290th ST. TOWN OF SPRINGFIELD �oRMI tROUNDING \y RM 0.5' MIN. BASE AGGREGATE DENSE 3/4"(TYP.) 0.,02'/FT. 6" CRUSHED AGG. BASE — NOTE: 2" ASPHALTIC CONCRETE PAVEMENT, TYPE MV ON EXISTING PAVED DRNEWAYS ONLY. USE 6" TOTAL DEPTH CRUSHED AGGREGATE ON EXISTING CRUSHED AGGREGATE VARIABLE MIN. 24' MAX. 0.02'/FT. TYPICAL SECTION FOR PRIVATE DRIVES AND FIELD ENTRANCES SEED &FERTILIZER TUPSOIL do MULCH COUNTY PROJECT NUMBu I SHEET NO. STA. 10+50 — 38+00 Reconstruction MATERIAL YARDAGE SUMMARY 5,800 C.Y. GRANULAR SAND (TRUCKMEASURED) 1,950 C.Y. NET SURPLUS CUT (RAW VOLUME) 21590 C.Y. CRUSHED AGG. BASE (TRUCKMEASURED) .34-0 C.Y. CRUSHED AGG. (SHOULDERS) 1,270 TON ASPHALTIC BIT, PAVEMENT E1 RECON. ONLY STA. 38+00 - 166+25 Widening MATERIAL YARDAGE SUMMARY 15,150 C.Y. GRANULAR SAND (TRUCKMEASURED) 13,200 C.Y. UNCLASSIFIED BORROW (RAW VOLUME) 7,450 C.Y. CRUSHED AGG. BASE (TRUCKMEASURED) 1,560 C.Y. CRUSHED AGG. (SHOULDERS) 51950 TON ASPHALTIC BIT, PAVEMENT E1 WIDENING ONLY LOAD SPREAD CTH "E" RECONSTRUCT STA. 10+50 - 38+00 GRANULAR SAND C.Y. per 100 Ft. or 2.1 C.Y. per 1 Ft. _210 TO axle (12 C.Y.) = 5.7 Ft. _ 1,,., 1 ALUMINIZED CULVERT SCHEDULE STA. LOCATION LENGTH/SIZE END WALLS 17+55 RT. 30X18" CMP 2 REQ'D 19+30 LT. 3O'X18" CMP 2 REQ'D 23+70 RT. 26'X18" CMP 2 REQ'D 26+67 C/L 64'X24" CMP 2 REQ'D 27+25 RT. 30X18" CMP 2 REQ'D 31 +65 C/L 86'X24" CMP 2 REQ'D 34+40 RTC 26'X18" CMP 2 REQ'D 35+70 LT. 34'X18" CMP 2 REQ'D 39+10 C/L 6S'X24" CMP 2 REQ'D 40+10 RT. 30'X18" CMP 2 REQ'D 44+70 LT. 26'X18" 62"X24'' CMP CMP 4 REQ'D 48+80 C/L 2 REQ'D 60+25 LT. 26'X18" CMP 2 REQ'D 67+5 CC/L 66"X24" CMP 2 REQ'D 68 '05 RT. 26'X18" CMP 2 REQ'D 70+85 LT. 30'X18" CMP 2 REQ'D 73+65 C/L 70'X24" CMP 2 REQ'D 78+20 RT. 26'X 18" CMP 2 REWD 84+95 C/L 98'X24" CMP 2 REQ'D 94+80 LT. 30'X1(r3 CMP 2 REQ'D 94+80 RT. 26'X18" CMP 2 REQ'D 103+85 C/L 84'X24" 60X24" CMP CMP 2 REQ'D 106+97 C/L 2 REQ'D 114+08 C/L 70'X24•" CMP 2 REQ'D 123+15 RT. 26'X18" CMP 2 REQ'D 134+45 RT. 26'X18" CMP . 2 REQ'D 141+55 RT. 34'X18" CMP 2 REQ'D 143+65 RT. 26'X18" CMP 2 REQ'D 147+80 RT. 26'X t 8" CMP 2 REQ'D 154+00 LT. 26'X18" CMP 2 REQ'D 158+50 C/L 56'X24-" CMP 2 REQ'D 160+00 LT. 26'X15" CMP 2 REQ'D 164+15 RT. 30'X18" CMP 2 REQ'D 30'X i� -� �-- z A� �> I 70.10E CTH E" 1 3 of 49 NOTES, UTILITIES, LOAD SPREADS, QUANTITIES AND CULVERTS UTILITIES DIGGERS HOTLINE TELE. 1-800-242-8511 BALDWIN TELECOM, P.O. BOX 420 930 MAPLE STREET BALDWIN, WI 54002 TEL. (715) 688-1039 ATTN. KEN CARLSRUD ST. CROIX ELECTRIC 1925 RIDGEWAY ST. HAMMOND, WIS. 54015 TELE. (715)-796-7000 ATTN. ROB DOOLEY NEXTGEN COMMUNICATIONS INC. c/o CLEAR LAKE TELEPHONE CO. 316 3rd AVE., P,O. Box 47 CLEAR LAKE, WISC. 54005 TEL. (715)-263-2755 ATTN. MATT ANDERSON CO-OP TOWN OF SPRINGFIELD 3258 80th Ave. KNAPP, WI, 54749 TEL. (715)-772-4227 ATTN. BILL REUSCH, CHAIRMAN WEST WISCONSIN TELCOM. PO BOX 115 DOWNSVILLE, WIS. 54735 TEL. (715)-231-0504 ATTN. TOM DAVEY CENTURY LINK 20 SOUTH WILSON AVE. RICE LAKE, WI 54868 TEL. (715) 234-5537 ATTN. BRUCE LARSON CELECT COMMUNICATIONS 5131 McKay Ave., P.O. Box 189 SPRING VALLEY, WI. 54767 TEL. (715)-778-6123 ATTN. MIKE DEMARCE ST. CROIX COUNTY HWY. DPT. P.O. BOX 108 1150 DAVIS ST. HAMMOND, WIS. 54015 TEL. (715)-796-2227 ATTN. TIM RAMBERG, HWY, COMMISSIONER 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 Inc ENGINEER. NO PASSING ZONES WILL BE LOCATED BY OTHERS. ALL INTERSECTIONS TO BE PAVED AS DIRECTED BY ENGINEER. SCALES 1" no W HCR 1 1 —P C I BEGIN CONSTRUCTION STA. 10+50 MATCH EXISTING BR, PAVEMENT Of z x x z x z (11/ T%PED P/P NO CONSTRUCTION ACTIVITIES TO OCCUR Cx I 1 BEHIND GUARDRAIL V o I INTERCEPT 0 SLOPE COUNTY PROJECT NUMBER — 70.10E SHEET NO, CTH "D" to STH 1211 4 OF 49 EROSION CONTROL PLAN SLOPE INTERCEPT _ ■ •• ►' PROPOSED ROW 45' PROPOSED ROW I I P/F VARIES PROPOSED ROW COCONUT oT LOCATION OF EROSION CONTROL ITEMS •3E DECIDED • BY ENGINEER. i .. ��•w ram: ��O�� ■■ ■ �.�. �� . ■■■SEDINEWATION LOG SLOPE CTH ■ ■ ■ PED SLOPE T—PED SCALES: 7" m W HOR P P T I SLOPE INTERCEPT 45' PROPOSED ROW SLOPE SLOPE INTERCEPT S P N Q, I T-PED WAY,- _� - - - - w I w w - /p T-PED SLOPE INTERCEPT PRESERVE IXISTIINO DITCH CHECK •••• ��T LOCATION OF EROSION CONTROL ITE • �_ •_• . • ■ COUNTY PROJECT NUMBER — 70,10E ISHEET NO, CTH "E" — CTH "D" to STH 128 5 OF 49 EROSION CONTROL PLAN will r ■■■ PRE —CONSTRUCTION SILT FENCE EROSION MAT, CLASS 1. TYPE B ® SEDINEMTATION LOG PRESERVE IXISTIIN I DRCH CHECK T-r'EOP/P CTH z ®- - - - - - - - - - z=z-z-X- n II ___ --------- - -------_ _ ---------------------------------------------- - =r_ - - _ _ _ -- 41111110 _ _ _ o--- o -- o ----- II -----� I- MEN kiiiiiiiiiiii Ll P/P P/P N ` P/P 0 SLOPE INTERCEPT w 65' PROPOSED ROW P/P 65' PROP05ED ROW 65' PROPOSED ROW 60' PROP05ED ROW P/F scams: 1' � 50' HOR 65' PROPOSED ROW ROW PED SLOPE INTERCEPT .._- ,,.- n ------ � _ _ _--�--------Il-�------- - ___ N __W _—_�.I �_____�_____ u SLOPE INTERCEPT SLOPE r� • •-• - � � �� . � � �1 � � � �_ ��pp��ipp� � �wa.� � � � � � � • • � �� .. �- - ---- � � ev, .: 50' PROPOSED ROW CTH "E' 45' PROPOSED ROW �� - ��I��i■ .. - - - - -_ - - - - - - - - - - - _ _ - - - - - - - - - =- � - �� --.-. -. •• - 45' PROPOSED ROW � �� ro NO CONSTRUCTION � ACTMTIES TO OCCUR BEHIND GUARDRAIL ��=�� • • • �• � � � � � SLOPE INTERCEPT —-�a------�------�-- �'- = = = =�= _ � r-= �- _ T-PED'" � i i T-PED SLOPE • • �� ■■■ � � • � P, ------- �-_ _ _ _ W _ _ _ _ �:'----_ _ � _ _-_ _ NO CONSTRUCTION ACTMTIES TO OCCUR BEHIND OUAi:L,RAIL SCALES; 1' a 50' HOR 1 SLOPE INTERCEPT NO CONSTRUCTION A WTIES TO OCCUR BEHIND GUARDRAIL r -:-•-•--r-•--�--•--•--ram SLOPE INTERCEPT—i / P/T-PED 1 I CTH "E_ 1P �.NW __ __ .-� f7 NO CONSTRUCTION ACTMTIES TO OCCUR BEHIND GUARDRAIL T,, PED i 1 T-PED SLOPE I� SLOPE INTERCEPT T-PED n \4W p/p 0 0 0 0 — 30 P/P \ M i o I 0 1 END CONSTRUCTION I MATCH DlIS71NC BIT. PAVEMENTI COCONUT T LOCATION OF EROSION CONTROL ITEMS •3E DECIDED • BY ENGINEER. - • ■�■ SEDINEIVITATION LOG P/r F I- �Xt COUNTY PROJECT NUMBER — 70.10E SHEET NO, CTH "E" — CTH "D" to STH 128 7 OF 49 EROSION CONTROL - PLAN P ESERVE EXISTIIN P ITCH CHECK ` \ 1 SCALES. 1' m 100' HOR I 1' m 10' VER I I ' II a 1 7 —PED _T—T—T _ 60 LT & RT GUARDBEAM AND GUARDRAIL FOLLOWING LAPPROACH OF PAVING OLD ABANDONED FENCE BEGJusto STA. 10+50 STAv +50 MATCH EXISTING BIT. PAVEMENT _- -� -_—T—T—T— - SLOPE INTERCEPT — Pillman E2481 Hwy 29 W y Menomonie, Wi 54751 STA 19+30 LT REMOVE EXISTING CMP INSTALL 30'X18' ALUMINIZED CMP WITH END SECTIONS MATCH AGG FE AT 33' LT 33' EXISTING ROW P/P STA 20+35 LT NO CMP REQUIRED MATCH AGG PE AT 33' LT -,T,PE4 T-PED .J COUNTY PROJECT NUMBER - CTH E - CTH D TO STH PLAN AND PROFILE Brlan Forest, Joan Amos and Debra Russel 950A 240th St, Osceola, WI, 54020 45' EXISTING ROW 70.10E SHEET N0. 128 8 OF 49 O O O O O O O ------- ------- — — — - i T—T T =T =TT%=—%T—T_ T—i—S� T— -_T --- /—�L-xLx p p i x' i r i T i T 7 � T— T z r—T — — T�_ Emp, T*PED P P / P/P Ci / NO CONSTRUCTION 33' EXISTING ROW Kyle E Knotz li ACTMTIES TO OCCUR 971 Cty Rd D EXISTING CENTERLINE 1 BEHIND GUARDRAIL SLOPE INTERCEPT Barry K &Sharon P Trebor—MacConnell PROPOSED#1 Woodville, WI 54028 2755 gr EXISTING ROW PARC40* STA 17+55 RT OLD ABANDONED FENCE Inver Grove Heights, Mn 55076 50 , I 00182 E5 ACRES* REMOVE EXISTING CMP INSTALL 30'X18' ALUMINIZED CMP WITH END SECTIONS MATCH AGG FE AT 33' RT STA 23+70 RT REMOVE EXISTING CMP NOTE: OLD AND ABANDONED NOTE: UTILITIES NOT SHOWN INSTALL 26'X18" ALUMINIZED CMP FENCES TO REMOVED AND ON PLANS WITH END SECTIONS F DISPOSED OF AT THE DISCRETION OF orroi+ FIELD LOCATE LOCATE PRIOR TO MATCH AGG FE AT 36' RT THE HIGHWAY DEPARTMENT. FIELD 1240 1240 O l0 o W o N + N M � 1235 1235 E 0 o g o g N 1230 1230 1 1 1 1 d r N U g o g 1225 1225 c = II O Lf)+ N O N r II Ed STA= 22+00.0 o H N g VPI EL 1224.20 1220 1220 II } N '- 1 = 2.159 2,1 g2 = 3 669 N U I 1 d � CURVE N = 200A � ¢ K= 13,44 g mA E)(sn g g �� 1215 1215 w. PA ENT — — -0.03% — — 1210 1210 -� VPI ST = 11+50.0 VPI STA= 16+00,0 o VPI EL 1211.25 VPI EL 1211,10 m 91 = - .38% 91 = - Aix + C4 e2 = .03% g2 = 218% 1205 1205 N CURVE = 200.0 K 141.51 K18.45= II d 1200 120D m m 0 NpT (D00 O f� d "Drn N� d d M O Mrn Nr� OM ^ t7 NO �� fi NIAd M 000 m O Oft? No0 N0 O 00� I� d NIA r r N u� 00 — to 00 r O M t` 0 rn � rn OD rn W rn O O N M � co r N rn "D o0 N N r- "MD cMD rn N N M N d N I 0 N �- �- N NO d co I� O d ^ Oo NN M)tM d' "O c0 I�I� Vi Oi r MM1Yj n d NN N �- = � � r r = r N NN Nt) �- Mri r r d IAN r "C c0 r I\ OD00 r 0rn r N N N N N N N N N N N M t7 M t7 M) M N C4 r r NN �V N r NN tt1N r NN r NN r NN r NN r NN NN NN NN NN lt1N NN NN NN_ NN NN NN NN NN NN NN NN NN N N1195 1195 NN NN tGN r .- r r .- r �-- r .- r r .- r TM r TM .- rr- r r r r r- r 17+00 9+00 0+00 21+00 22+00 2 00 24+00 2 10+00 11+00 2+00 13+00 4+00 1 00 16 00 -16NDOO k)K � IIu COUNTY PROJECT NUMBER - 70.10E NO. ESHEET / STA 35+70 LT CTH E - CTH D TO STH 128 F 49 l d 1/V ,} / 1 `7 LT STA 31+65 C/L REMOVE EXISTING CMP REMOVE EXISTING CMP INSTALL 34'X78" ALUMINIZED CMP PLAN AND PROFILE / 0 �� STA 30+10 � NO CMP REQUIRED INSTALL 86'X24" ALUMINIZED CMP WITH END SECTIONS SCAILS: MATCH AGG PE AT 33' LT WITH END SECTIONS MATCH AGG FE AT 40' LT t' - 1ao' Hat Jo afi Amos and ! i Matthew E Oehlke 1' - to' vER `y Russel ` Debra Russel i I I 950A 2 StF' I Darrin Forrest 1 2744 Cty Rd E Matthew E Oehlke STA 26+67 C/L 091ceola, WI, 5,4020 2736 Cty Rd E jVARIES PROPOSED ROW Woodville, Wi 54028 2744 Cty Rd E REMOVE EXISTING CMP / j j Wood Ville, Wi 54028 i PARCEL Woodville, WI 54028 INSTALL 64'X24" ALUMINIZED CMP / j 45' PROPOSED ROWjWITH I 0.089 ACP. END PARCEL j ROPOSD 45 E ROW80'LT—�'! CONSTRUCT DITHN CHECK SW CORNER i / 0.095 ACR t i fl p EL 3 0,070 ACR�f 33' EXISTING ROW / S OPE INTERCEPT I P/P 45' EXISTING ROW I EXISTING CENTERLINE / P P ---------� I-R:P---�'----- Tcl OI V t0 0 0 0 r- If rr�- T T T T T T 717�._ 7_-T—T—T T C T 3 T—T—T�•T— T TJ T �_ 1 =T- =— s T�,��i] T—T—T-1-f-7—T T—TAT.T T—T T— TT"�•T—T— T�T o T T�i T� �T _ T T—T i I —��•--r�r_�e1 "F.I."a T-PED T T 0-1 �T _� H T i ir—T—T—T—{-T—T—T—T—T�f-a-•T T PEQ7—T P/P P/P 9—"P/P 33' EXISTI IOW I I nng� RECONSTRUCT DITCH CHECK STA 30+30 RT 4N�� 45' EXISTING t3' I �, ROW END CONSTRUCTION/ EXISTING ROW I I NO CMP REQUIRED MATCH AGG PE AT 40' R OLD ABANDONED FENCE \t SLOPE INTERCEPT 5D' EXISTING ROW BEGIN WIDENING I j STA. 39+00 I D William & Constance L Juen I Peter D & Trina J Hager g I Barry K &Sharon P Trebor—MacConnell Jerry &Marian Stene 2755 Cty Rd E �L` I 2729 Cty Rd E I 2737 Cty Rd E 2755 79th Cty E Woodville, Wi 54028 STA 38+10 RT Woodville, Wi 54028 I Woodville, Wi 54028 'I Inver Grove Heights, Mn 55076 NO CMP REQUIRED MATCH AGG PE AT 35' R j STA 30+50 TO 31+50 RT STA 27+25 RT REMOVE STUMPS AND BUSH OFF RT STA G CMP PRESERVE EXISTING 8" CMP PRESERVE Ex'sn xoiTIONSUMINIZED ANDDCHHAGGNFEAT SECTIONS5 RGHRELRELOCAREMOVETE LILAC WITHAEN?REMOVE CMP RT MATCH AGG FE AT 45' RT 1 9 = CURVE LEN = 300.0 __ K = 130156 NOTE: OLD AND ABANDONED NOTE: UTII ITIF' ".OT SHOWN FENCES TO BE REMOVED AND ON PLANS 1275 12,75 DISPOSED OF AT THE DISCRETION OF "UrION>W FIELD LOCATE PRIOR TO o THE HIGHWAY DEPARTMENT. CONSTRUCTION o 06 1270 1270 a V) W W o o I- I- g 3: % cq 1265 12135 ° w — VPI STA31+00.0 END C NSTRU ON/ VPI EL 1259,25 BEGIN WIDENING g1 = 4. 9% <.t.n- STA 3 +00 g2 = 3 30% I g 1260 1260 CURVE N = 1255 1255 1250 1250 �� 1245 1245 1 S A = 27+ 00f 0 1240 1240 gt = 3,669 12 = 4.19% ® CURVE LEN = 0.0 366�do 1235 1235 so o to On n OD (O0 g Od) S 1p 0U0� Mrn 1D c0 O M 00 1l� Q ta7 Q N r Q 10 I� N �00 OO 0to0 Qv M Ito t) M r O 0) r O c0 LID tq c0 (0 t� I� aau7 r.+) r� c0 N CA N C Cr) C c0 d N O N cy O d" tli 1O tO0 r CA M0 Oi C N N 4 V) to N 410 c0 n r Op r.— c0 OC co pi 0) Cfl 0) s= r M t� n co �r7 op p O tV N d- tp cO op �vo 0i pp 2 n totT7 vi tAto NttO OO Oct 10O f0c0 t0O 10O �n �� Irh �r�co t7 r7 t7r� 17r7 etd d d It d t tAtn tnN 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 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 �r �r �r rr .-r .-r .-r �r �r .-r �r �r1230 230Pr �r �r �r TM .-r �r 1400 25+00 26+00 27+0D 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 COUNTY PROJECT NUMBER — 70.10E SHEET NO. CTH E — CTH D TO STH 128 10 OF 24 PLAN AND PROFILE STA 48+68 LT SCALES NO CMP REQUIRED 1m = 100' HOR Joseph G & Vickie L Grant STA 44+70 LT MATCH AGG PE AT 35' LT 1' = 10' VER Matthew E Oehlke 2770 County Road E REMOVE EXISTING CMP 2744 Cty Rd E Woodville, Wi 54028 INSTALL 26'X18" ALUMINIZED CMP WITH END SECTIONS Howard J & Jennifer Drew Graham STA 39+10 C/L Woodville, Wi 54028 MATCH AGG FE AT 40' LT 1026 280th St REMOVE INSTALL EXISTING 66'X24" CMP ALUMINIZED CMP _ Glenwood City, Wi 54013 WITH END SECTIONS EXISTING CENTERLINE 45' EXISTING ROW OLD ABANDONED FENCE 45' EXISTING ROW T—PED T—PED SLOPE INTERCEPT _. —_ =TAT-T� SIMON -- =TT IF=_ n I-` — PISS, 0"IIIIIIII, MISS III ASSISI 0"o "MI, AIIII, ,,d A,00 IIIIIIIIII0 IIIIIIN ISSfe � S,w ,,e IIIIII, IIIIIIISSIx ,,o S,w a,,s S,,w m,,, ,,d A,S0 ISIS* IIIIII, a,,, m,,, —V —caOil MISS o T—_ Tr TAT UT T�'��r�T�—�T�—III T T—T—T—T—T—T—T—T—T r�+T T —T T T—T-7— rT—T—b ——T—T—T—— —T—T—T—T— — P/PT-PED i P P T-PED P P tT�PERP/P SISS' p/p MIND \ PER LANDOWNER: SLOPE YARD SO MOWABLE 33' EXISTING ROW 50' EXIST OW SLOPE INTERCEPT STA 46+70 RT 45' EXISTING ROW STA 40+10 RT Jerry & Marian Stene NO CMP REQUIRED Paul R Veenendall PER CSM VOL, PG. 4771 REMOVE EXISTING CMP 2755 Cty Rd E MATCH AGG PE AT 40' R 993 280th St INSTAL 'XIS" ALUMINIZED CMP Woodville, Wi 54028 WoodVille, Wi 54028 WITH END MATCH AGG FE AT 40' RT STA 48+80 C/L REMOVE EXISTING CMP INSTALL 62'X24" ALUMINIZED WITH END SECTIONS CMP NOTE: OLD AND ABANDONED NOTE: UTILITIES NOT SHOWN �J FENCES TO BE REMOVED AND ON PLANS DISPOSED OF AT THE DISCRETION OF �vnox FIELD LOCATE PRIOR TO ' THE HIGHWAY DEPARTMENT. CONSTRUCTION 1305 1305 1300 1300 1'6sx' 1295 1295 VPI STA = 47+00.0 g1 =1.6% O g2 = 0 30% 1• r LID n CURVE EN = 0.06 0X VPI ST 50+00.0 + 1290 VPI EL 1293.48 w 1290 _ _ _ _ _ gi = N VPI EL 1284.98 K VPI STA = 48+00.0 92 = 1. 9X F g1 = 1. 2X 1. __ VPI EL 1290.68 ® CURVE N 0.00 g2 = 1. 6X g1 = 0. 0% g g CURVE N = 0,00 g2 = 1. X- 1285 1285 848 1. ° X _ _ 1280 1280 1' — VPI EL 1281.91 g1 = 1. DX g2 = 1. 2% 1275 1275 CURVE I EN= D.OD _ 0 03 N 12701 1270 W r 1265 1265 n O t� rn N O N !O tb N OD r a0 N r� co O rn Cppp r7 1� 00 00 r7 OD rn oD O N O t` r7 oD co N f� .— r) 0 o O u7 O C r� d u� Co .- cD t0 rD N rn t0 r� M o OD c0 tC - rn O o n r� M - 1A N 1C d M r7 r n N N M - Of ao Of I� d - 01 sr o O) cD O N N d d to 0 1G co tG co I� I� 00 ao Op c0 Qi rn 01 of O o Q O .- N cV r7 L co 1C co 1� I� h W OD of 00 0 OD of C 00 W O C 0) OD O M 00 O 01 �- p� rn O� � O1 W cV 1M 6> CC r7 O> O> rn Ql a� OD a1 OD O! 61 W 01 I� I� n 0) OD a0 00 00 00 00 00 a0 00 0o co Co 00 00 0a 00 N as N N 00 N N Da 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 12 6 0 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 � '! 6 O 52 OD 53+00 00 39+00 4D+00 41menn 4 +00 OD 1 4 00 5+00 46+00 47+00 8+DD 49+00 50+DO 51 00 COUNTY PROJECT NUMBER - 70.10E SHEET NO. CTH E - CTH D TO STH 128 11 OF 49 STA 60+25 LT REMOVE EXISTING CMP PLAN AND PROFILE INSTALL 26'X18" ALUMINIZED CMP STA 61+47 LT WITH END SECTIONS PRESERVE EXISTING 24" CMP MATCH AGG FE AT 40' LT Ei AND THE END SECTIONS U) UNDER 280th ST. DURING CONSTRUCTION SCALES: 1 1'=100'HM II II 1'=109VER I I 1 I� Howard J & Jennifer Drew Graham II II �I 1026 280th St I II II CO Glenwood City, Wi 54013 Kenneth &Linda Johnson 2 LeRoy Seim I 2792 Cty Rd E I i� 1 �I I 1128 280th St, I EXISTING CENTERLINE Woodville, Wi 54028 I j 11 Glenwood City, Wl. 54013 OLD FENCE 45' EXISTING ROW I i� R MATCH BR. AT 50 LT 45' EXISTING ROW SLOPE INTERCEPT I I + O O o o o o / _ -7-7- -7 - T-T -- -T-7-T-T-T -T-T-T T 1 T-T-T- T-T-T- T T-T T-T-T T-T-T-T-T- T- T- T- T- T- T- - T- 7- T - T- Y T- -^- -T-T -'T-{-i-7-T-T-T- �� T-PED P/P .- -_T' _ -_ P P _ -_ -- , T- T- T- -- T- T --T-PED r T T-T-T-r-TELL T-T-T-T-T --T-T-T-rt_T-T- T-T-7 P/P o P/P I u P/P LJ- P/P SLOPE INTERCEPT N I 6 h R MATCH BIT. AT 50 RT 33' EXISTING ROW 45' EXISTING ROW OLD ABANDONED AT 40' FENCE a T-PED l� PER CSM VOL. PG. 4771 y STA 54+70 RT Paul R Veenendall II Paul R Veenendall NO CMP REQUIRED 993 280th St GSt 280th MATCH AGG PE AT 35' R Woodville, Wi 54028 ( Woodville, Wi 54028 Wo NOTE: OLD AND ABANDONED NOTE: UTILITIES NOT SHOWN FENCES TO BE REMOVED AND ON PLANS DISPOSED OF AT THE DISCRETION O FIELD LOCATE PRIOR TO THE HIGHWAY DEPARTMENT. CONSTRUCTION 1300 1300 VPI ST1295 1295 VPI ELA 129 1700 _ g1 = 1.6 OX o 92 = -314% n m CURVE L N = 600.00 1200 a 0 m l a K= 124. 1 1290 N u 4 oVF1 b VPI E I A- = 1282.58 3. = + g1 = -2959 U U w Ni m \ 92 = -4.009 o m 1285 g g CUR LEN = 0.0 o vl 1285 F v) cd VPI STA = 1+00100 m II g VPI EL = 1 85.53 d 1280 91 = -3.14 15 U o 1280 _ CURVE LEN = 0.00 + 0 1275 \ ° 1275 _ N g 1270 1270 VPI STA 66+00.0 VPI EL 1266.60 1.38% 1265 gt = - LODX 1265 g2 = CURVE UEN = 400.0 K 7442 1260 1260 N DD N - tD d .- 00 O) O t� N t\ - O �A 00 O) N n 0�p0 00 M V � N co p � c0 �A O c0 K) CO CO N 0) O) N 0) O ch N O N 10 I� r� ( M O O N O Cp N 00 00 1A c0 d OD u) N r7 O O N M N rn � .- r O .- N O 00 r M N OD o0 N TO .- u7 N t\ r0 rn (0 N r .- CD c0 I� I� OD 00 Oi rn Oi of 0) of Ci 0) O 0) OD OR) Op cd I� r� fa c0 d' d- Nj .- C O oD 00 1� co 6 d� 4 CJ N 0 O 00 r� t0 cD 4 4 N cV r C O 0) of OD c0 %) 00 0) 0) 0) 0) 0) 0) 0f O) 0) 0) 0) M 0) 0) p� 0) 0) 0) 0) 0) 0) Q1 0) 0) W 0) 0) O) M O) CD 0) 00 co 00 00 00 OD o0 co 00 00 I� I� (� r� N r� 1� r� 1� I� t� f� {D cO (C c0 W c0 N N N N N N N N N N N N N N N N N N N N N 04 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 N N N N N N N N N1.t 255f- .- �- •- r .- .- .- r - r � � �- `- �- � � c r r � . � t � r � r � +00 53+00 54+00 55+00 56+00 57+00 5 00 59+00 60-F00 61 00 62+00 63+ 6 00 65+00 66+00 67+ COUNTY PROJECT NUMBER - 70.10E SHEET NO, CTH E - CTH D TO STH 128 12 OF 49 STA 70+85 LT REMOVE EXISTING CMP STA 73+65 C/L PLAN AND PROFILE INSTALL 30'X18" ALUMINIZED CMP REMOVE EXISTING CMP WITH END SECTIONS INSTALL 70'X24" ALUMINIZED CMP MATCH AGO PE AT 40' LT WITH END SECTIONS SCAJ ;v STA 67+50 C/L 1' = 1' = 10V HOR 10' VIER REMOVE EXISTING CMP INSTALL 66'X24" ALUMINIZED CMP WITH END SECTIONS Veenendall LeRoySeim 45' PROPOSED ROW � 99 993 280th St � 1128 280th St. �5 C�t Woodville, Wi 54028 r 09069CACRESf "`\�' STA 80+40 LT Glenwood City, Wl. 54013\�' NO CMP REQUIRED l EXISTING CENTERLINE MATCH AGG FE AT 40' LT 45' EXISTING RO SLO E INTERCEPT ISTING ROW 457' EXISTING ROW RELOCATE FENCE rw��33' eeeee P/P W Feel_ __ __ __ _— RTf—PED -- DIZVL -- __ __ __ -- -- —_ __ --- `--� go n = J I m-----?i-- 0 0 0 0 = = 0 —L-- o 0 0 �1--o--- �_----�_------- —..—o._---- 0 0 — — — - -------- ------ -------- — u u -T-7—T—i ' —T-7 7 T—T—T—T—tPT T—T T—T-7�T �T�T—T—T--T--T-7 —7—T T--T— -- -- --T—T—T—T—T T--7_� I �r--T—T—T—T-- — T— T— T — T •— T— i rs--Irk=x —z '=r=X—% —x=x='�—x—z—z=i — — — — — — — T T — — =�TT—r- p/p T—PED /p P/P T—P/P 33' EXISTING ROWRECONSTRUCT INTE J DITCH CHECKSLOPE L] T—PED 1 � 45' EXISTING ROW � PRESERVE FENCE 50' EXISTING ROW Paul R Veenendall 993 280th St Leon & June Ringstad Leon & June Ringstad STA 68+05 RT Woodville, Wi 54028 2835 Cty Rd E 2835 Cty Rd E REMOVE EXISTING CMP Glenwood City, Wi 54013 Glenwood City, Wi 54013 INSTALL 26'X18' ALUMINIZED CMP WITH END SECTIONS I MATCH AGO FE AT 45' RT STA 78+20 RT STA 80+40 RT REMOVE EXISTING CMP INSTALL 26'X18' ALUMINIZED CMP NO CMP REQUIRED II NOTE: OLD AND ABANDONED NOTE: UTILITIES NOT SHOWN WITH END SECTIONS MATCH AGO PE AT 45' R FENCES TO BE REMOVED AND ON PLANS MATCH AGO FE AT 45' RT DISPOSED OF AT THE DISCRETION OF AO710" FIELD LOCATE PRIOR To THE HIGHWAY DEPARTMENT. CONSTRUCTION 1295 VPI STA 80+50.0 1295 91 = 1. 7% g2 = 1.513 0 VE -EN— 300.0 1290 VPI EL 1286.43 KUR 94 40 1290 gl = g2= 1. 7% senseelse CURVE LEN = O.ob — 1285 — _ — _ 1285 _ � o a s mossom o + W Y 1280- 1280 +00 0 yr w a II d U U = 1275 < 1275 sense II sees 1270 1• x MI _ --�— 1270 VPI STA 69+00.0 VPI EL 1270,74 g1 = 1. 89 1265 g2 = 1. 749 1265 1260 1260 1255 1255 N N O p o0 0 d .,} DON �p to O � n d '_ �p °� M `Y 1M c0 N 0) p rn III0 COce W co � r 00 .— 1� CO W) u7 d r� u0 p rn 1� u0 OD N �D O M� e0 10 d p — �f � In N � c0 VM) .— co rA M rn N I� O r O) co DO Ln (C d to M N rn I� DO d N N d M M d 0) Oi OQ 00 DO 00 DO Oi 0) Oi C 0) O O . % N N I+j M g raj N+ tC cD 1� h DO o0 CD Di Q of O N Ncam!n d <t t um> 1C co 1� tD OD I� OD o0 Oi of 0 0iV cD �o c0 to co to co WoW 1�(0 (� I� n I� (� II n I� r� r� 1R r� I� 1� r� I� r� n r• r� f* w r� SO CO DO co DO 00 N 00 00 0o m DD o0 OO 00 !D co OD 00 Co CDCo125ONN04N sf r N rr N N r N N r r N N r r N r N tt— N N r r N r NN '— N �— �— N N r �— N N r PLO N N N N N N N N N N N N N N N N N N N N N w N N NN N N N N N N N N N N N 12 r r r �— r r r r r r r r r r r r r �•^ r r r r• �— r r �— r r r r r r r r r 00 67+00 68+00 69+00 70+00 71+00 72crOD 73+00 7 00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 COUNTY PROJECT NUMBER - 70.10E SHEET NO. CTH E - CTH D TO STH 128 13 OF 49 PLAN AND PROFILE W sce>Es z Paul R Veenendall Brian J & Tamara K Ormson . 1: voz Paul R Veenendall 993 280th St 0 2864 Cty Rd E 10' VER STA 84+95 C/L 993 280th St 0 v Woodville, Wi 54028 STA 92+55 LT IGlenwood City, Wi 54013 REMOVE EXISTING CMP Woodville, Wi 54028 8 PROTECT AND PRESERVE EXISTING CMP INSTALL 98'X24" ALUMINIZED CMP AND THE END SECTIONS WITH END SECTIONS DURING WIDENING I 60' EXISTING ROW MATCH AGG PE AT 40' LT EXISTING CENTERLINE I 50' EXISTING ROW 45' EXISTING ROW SLOPE INTERCEPT T�PErDP/P— MEN _ dMEMEWHE _ _FIB ME* MEN _ wen _ _ _ son _ _ —� NEW _ _ . _ _ _ One MEN NEW man NEW _ OEM _ MEN OWN WEEWWW.nnnnn. J � — 1 — MENOW As MEN \ T T T T ONE OEM T n — T TI T—TAT—T— T—T— T T- T— T, 11 —T—T T T—T-1— T1-4T—Sub T—T--T—T—T—Own T—T—mw --TT—T—T—T—T—T—T—T—T—T—T—T T'-4T- WEE mma MMMO Ono MMMM sma man MER Won I own DPP/P ji— P/LPr P/P P/P 0pca 1 I 0 50' EXISTING ROW 60' EXISTING ROW Leon & June Ringstad SLOPE INTERCEPT 65' PROPOSED ROW 2835 Cty Rd E PARCEL 6 STA 89+80 RT Glenwood City, Wi 54013 0.135 ACRE* NO CMP REQUIRED Leon & June Ringstad MATCH AGG FE AT 40' RT i 2835 Cty Rd E STA 94+80 RT Glenwood City, Wi 54013 REMOVE EXISTING CMP INSTALL 26'X16' ALUMINIZED CMP i WITH END SECTIONS MATCH AGG FE AT 50' RT NOTE: OLD AND ABANDONED NOTE: UTILITIES NOT SHOWN FENCES TO BE REMOVED AND ON PLANS DISPOSED OF AT THE DISCRETION OF c ON FIELD LOCATE PRIOR TO THE HIGHWAY DEPARTMENT. NINE CONSTRUCTION 1295 1295 VPI STA = 80+50,00 91 = 1. 579 o 00 92 = - ,51% VPI STA= 82+50.0 o o 0 CURVE EN= 300,0 VPI EL 1287.5E tO II II 'O m +co.1290 VPI ST = 91+00.0 1290 1.579 940 91 = - =- A 1=1.OR g2=-.76x ! II CURVE N - 600.0 \ '2 >sR g g D 1285 128,i 0 o 00 `1— �, 1280 1280 N W n W r- VPI STA = 85+50,0 o M 0 a VPI EL 1279.30 + �i + pi CO; 1275 1275 gi = - .76X W 00 --- - g2 = 1 OR p N A CURVE I EN = 300,0 ¢ II N Ed = 75 76 N W 1270 g g 1270 x 0 0 1265 + 1265 m N ¢ A U d 1260 -1260 1255 1255 N ao 0 O NC cO tCo I� rnI� DO ON md!) acOo NOr NO� cNcOV N N �fYf rv7i Mpf d O1I� n t7 d V O pp to O (CN n� c0 N O dO M c -� D 6� 1A� MOD �- 1G o 0 pj op C7 OD o co au O Oo Sooa I� co 0O0 Q) 00 8 ao oo o 0 co N N N ao N N N N 0 N N N 0 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 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 12 50 12 5 O r r r s- !� r r t- r C4 TnnN T- r r r r' �- r r r r r- T r r a- r. !� r f !� r r r r f" p 0+ 0— r 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+OA 89+00 90+00 91 00 92+00 93+00 94+00 9+0 5 0 COUNTY PROJECT NUMBER — 70.70E SHEET N0. CTH CTH D E — TO STH 128 14 OF 49 44 `� 65' STA 103+85 C/L REMOVE EXISTING PLAN AND PROFILE /U PROPOSED NOW UM ALUMINIZED CMP 65' PROPOSED ROW PARCEL 10 WITH END SECTIONS PARCEL (7 0.130 ACRSf STA 107+51 LT 0.109 ACR Sf sc�LEs STA 94+80 LT NO CMP REQUIRED 1' = 100' APPARENTABANDONED WITALANDOWNERS CAUSSH DISCUSS Brian J m & Tamara K Ormson John F & Pamela J Jarvis MATCH AGG PE AT 40' LT III = 10' VER ER IF NOT, REMOVE EXISTING CMP 2864 CtyRd E 2888 Cty Rd E INSTALL 30'X18" ALUMINIZED CMP WITH END SECTIONS Glenwood City, Wi 54013 Glenwood City, y, Wi 54013 a MATCH AGG FE AT 40' LT 5D' EXISTING ROW EXISTING CENTERLINE 45' EXISTING ROW t i OLD ABANDONED F&E SLOPE INTER EPT 1 PRESERVE EXISTING DITCH CHECK r7/ WIN NO T PE — — — T =% T- T --- T ' T -L /--- �T T�TT TT 7-T-T T-T-T-T-T-T-T-T-T-T-T T-T-'T--T-_T-T-TAT-7 �x z T--z-x_ T-T T-7� T_ r T�TT�T T-T 7-T�-7-7- �T - _- _- --_---- -- FI i? `� T�T IIIIIIIIIIo top 0000000, �i_ _ -- �_ I -NNI co ..� �_ _. O_ _ O N00000000r 07% o NNINI_IIIIIIIIIIN o O �- O - N00000000N N0000000N - IIII,d IIIIIId AIIIId III, "I'd m000d "I", "I'd IIIIII, _ �T T T-T-T-7-T-T- -T-T-T T-T T-T-T T -T--T-T-_T--T-7--.T T- -7-T T-T-T--T-T--T-T--T-I'�T'- x z z z z z -T-T T�--ol-T--�-•T--T- --T--T-T--T �j 1 � �7 _ J! �\ _ __ P/P N w PyP �, 45' EXISTING ROW n Leon & June Ringst�l ;� OLD ABANDONEA FENCE �1 , 33' IIIIIIIIIIj EXISTING ROW 2835 Cty Rd E Chue Tou & Song Hel' SLOPE INTERCEPT so' EXISTING Row Glenwood City, Wi 54013 167th Ln Ne Forest Lake, Mn 55025 Fore 50' PROPOSED ROW STA 97+00 RT PRESERVE RIP RAP SPILLWAY ON 60 PROPOSED ROW PARCEL#9 1270 1270 PARCEL IS 0.517 AC Sf WEST SIDE OF DRIVEWAY MATCH AGG CHECK AT 45' RT FE/DITCH 0,075 AC Sf 1265 71265 NOTE: OLD AND ABANDONED NOTE: UTILITIES NOT SHOWN FENCES TO BE REMOVED AND ON PLANS DISPOSED OF AT THE DISCRETION OF THE HIGHWAY DEPARTMENT. A0170N. FIELD LOCATE PRIOR TO U� \rV� 1260 1260 CONSTRUCTION VPI 51A= s +00.0 \ems> VPI EL 1254.36 gP g1 = Now.74% 1255 c = 0.00 1255 1250 No 1250 NI 1245 1245 1240 \ 1240 VPI STA 00.0 1235 VPI 0.- SL 1235 .58X9.1 g2 = - .95% CURVE IEN = 0.00 1230 1230 o 1225 1221) N � II II 1220 %n VPI TA = 102+ 0,00 122.0 VPI 11=1218.3 g g1 -6.959 a?s� 92 1215 CUR LEN6x o. 0 1215 MM 1!)cD N N INN 00 Ot7 c0 01 Out 00 MIS 00 M (tpp M - NO �M OOfc�D M� ^a�0 N� pp� M NN IAp NIA I� d t00 I� ^d O Ol0 p�(� d O 0p - �O O OM Nc0 tD c0 ^ c00 - 00 c0 V) N n N 00 to M r N - O 0 00 N O O tD N �- r Co In O N to rn .- Im 0) tC c0 M n O 1� r d �t O O c0 N N 0D 00 �A :9n cn N N CD c0 N �i 0C 00 0 0 - O� of I� co rA III d ri N cV C4 M r- o .- O 1�r to (0 tDco cDcD �c0 .Acn �A1 tocn it 14 Mr7 r�III NN NN NN OO OO OO OO OO OO sO OO OO OcD OO 121ONN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN 04 NN NN NN NN NN NN NN NN NN NN NN v N �1'�1O r �- .- �- .-- r r- r �- r r r �- r � �- � r r r f� .- r' �- r .- T .- r .-- r r \ r r r-- r '- r r r r- r r- P" � r .- �� 9 00 95+00 96+00 97+00 98+00 99+00 00 OO 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 SCALES: 1' 100' HOR 1' 107 VER 1220 0 11 1 65' PROPOSED ROW PARCEL #10 0.130 ACRES± John F &Pamela 2888 Cty Rd E Glenwood City, Wi 45' -x-_z-x-x-- _ -T-T- T-T T-T-T-T T T? -T T _T_ T- J. L—J -------_---- � T T-T T -�T-T-T-T-T-T-�TIr �T STA 107+15 LT NO CMP REQUIRED MATCH AGG PE/DITCH CHECK AT 40' RT -T-T-T-T- T- T I I John F & Pamela J Jarvis I� 2888 Cty Rd E Glenwood City, Wi 54013 I I II II EXISTING CENTERLINE - 1 SLOPE INTERCEPT j T-PED T—PED _ Will We �T-T-T-T--T--T--T� T T - T T - 1.- T- T— T -- T- T- T- T- T- T- T- T— T o � r—r—r- TT¢�T-7-T-T-T 33' EXISTING ROW STA 109+05 RT w SLOPE INTERCEPT NO CMP REQUIRED Tou & Song Her MATCH AGG FE AT 45' RT Chue Tou & Song Her I 167th Ln Ne 9741 167th Ln NE st Lake, Mn 55025 L 50' PROPOSED ROW Forest Lake, Mn 55025 ' PROPOSED ROW STA 106+97 C/L PARCEL ##9 REMOVE EXISTING CMP 0.517 ACR(St INSTALL 60'XALUMINIZED CMP WITH END SECTIONS NOTE: OLD AND ABANDONED NOTE: UTILITIES NOT SHOWN FENCES TO BE REMOVED AND a��mN ON PLANS DISPOSED OF AT THE DISCRETION OF FIELD LOCATE PRIOR TO THE HIGHWAY DEPARTMENT. CONSTRUCTION MINIMUM 6' WIDE FLAT BOTTOM SWALE STA: 107+00 TO 114+50 LT COUNTY PROJECT NUMBER - 70.10E ISHEET NO CTH E - CTH D TO STH 128 15 OF 49 _PLAN AND PROFILE I rA�AT( i BR. AT 5D' EXISTING ROW -T T-T-T -T-T T- � �I it I 33' EXISTING ROW IHI� I TCH BR. AT 60' RT I(�I II �11 II I 0 STA 114+08 C/L REMOVE EXISTING CMP AT STA 114+15 INSTALL 7O'X24" ALUMINIZED CMP WITH END SECTIONS AVOID CONFLICT WITH POWER POLE PROPOSED ROW PARCEL Ir11 0.083 ACRES* 40' 121 o o N � \ F 1205 VPI STA = 111+50.0 vPi EL 1199.00 1 _ .._.0.539 gt = - .82 VPI STA= 104+50. 0 g2 7 1200 K = 210.03 91 = - ,26% g2 = - .53% CURVE EN = 400.0 0 1195 K = 59 79 o N - 0 N ` Ed1190 U U � to O 1185 �11 nQ Ed V) pp � kL 1180 o 1�� NM coN�000 � Ind- !n0 O)rn 01� d•rn ODD �-� LO LnN M� 8c01 N 000 MN �� tnD� LD dam- tLo MO�i O�fLOU M N �c�U I�� Mo �cNO �N tC r7 I� - C 00 cO� co �D N 00 .- ppf� Oi P c0 M cV N N .- O O S O 0 O O p) g 6i 00 00 00 (D Lo 0 Lo d' O O 0 co co I d' 2 I') to 00�� .N-T 00 00 �O �O 00 00 SO 00 00 V O v0 O� W CDQ� W W �O W W O 00 O� O� 00 co co O� W W W 1175 N04 lt1N NN NN NN NN NN NN NN �N �N �� V= �� = r = �� . �T �� r .- r- � r' V' -- -- --- -- ,.n. nn 44iinn 11a4.nn 115+00 116+00 117111111013 COUNTY PROJECT NUMBER — 70.10E SHEET NO, CTH E — CTH D TO STH 128 16 OF 49 PLAN AND PROFILE _ 450 PROPOSED ROW . HOR 100 PARCEL #12 1• - 10' VER 0,292 ACRES* Fred Kreutzfeldt 2948 Cty Rd E 33' EXISTING ROW Tony Brandt Glenwood City, Wi 54013 1015 290th St EXISTING CENTERLINE 50' EXISTING ROW 45' EXISTING ROW 0 Glenwood City, Wi 54013 SLOPE INTERCEPT PAP P P —_ -- -- P P _ _ _ —T—T—T— —T IT v—. —T—T— T T-7 T—T— —T p, J MINE o _ T--T--T— —i T T T—T T—T—T—T—T T—T—T—TIIIIIImIIIIIIII l r r �� r—ram �T—r �T_ —.r Fir If I IFT—T—TIIIIIIP —7-7—T—T—T TT—T—T—T—T—T—T—T—T—T—T—T T—T—TIt PRESERVE FENCEco OLD ABANDONED FENCE Chue Tou & Son g Her o 33' EXISTING ROW SLOPE INTERCEPT & Xong Y Vang9741 167th Ln Ne STA 123+15 RT Cty Rd E Forest Lake, Mn 55025 APPARENT ABANDONED AGG PE DISCUSS REMOVAL WITH LANDOWNERS ood City, Wi 54013 IF NOT, REMOVE EXISTING CMP INSTALL 26'X18 ALUMINIZED CMP NO CONSTRUCTION 40 PROPOSED ROW WITH END SECTIONS ACTIVITIES TO OCCUR MATCH AGG PE AT 33' RT BEHIND GUARDRAIL PARCEL ##11 0.083 AC& STA 130+00 LT & RT UPGRADE GUAROBEAM AND APPROACH GUARDRAIL FOLLOWING FIRST LIFE OF PAVING NOTE: OLD AND ABANDONED NOTE: UTILITIES NOT SHOWN FENCES TO BE REMOVED AND mI ON PLANS DISPOSED OF kuTox AT THE DISCRETION OF N FIELD LOCATE PRIOR TO THE HIGHWAY DEPARTMENT. CONSTRUCTION 1190 1190 MINIMUM 6' WIDE FLAT BOTTOM SWALE STA: 114+50 TO 130+00 LT z `� 1185 1185 VPI ST 117+00. � 1180 VPI EL 1183.48 _ � g'1180 =- - ,65% CURVE LEN 0.00 1175 1175 VPI STA = 120+OD. 0� VPI EL 1175.53 g1 = - .657 _ 1170 1170 92 = - 2.299 VPI STA__121+50332 _ ' VPI EL 1172.10 �7.90% VPI STA= 127+00. 0 g1 = - 29x VPI EL 1163.49 g2 = - .90x g1 = - .80% 1165 CURVE IEN= 0.00 g2 = - .6ox 1165 VPI STA m 125+00. 0 VPI EL 1165.45 � 114 30,V g1 = - .90x 116D 92 = - .sax 1160 oU.UU -0.71x VPI STA 129+0D, 0 — -- _ VPI EL 1159.89 VPI STA 130+00. 0 1155 g1 = - .809 VPI EL 1158,62 1155 CURVE IEN 0.00 g2 = .71% CURVE I EN = 0.00 1150 1150 O N 01 N pp to O 00 0 d co Of o uN rn O <1O O N 0i$VI co O rn- 'DO � I* coto t-D 11 co�o CO m N d (D NI 0- L-o N�� 4*r7 0 N O- 0TM.- 1�� O o cD N u) o N O N co 0o 0o N O N N n (D 0) W N d- n 00 d N N � t� N cD (D 0) O �c0O OD IF I� tG co to u7 0 4 4 M N = .O C O O 0i co I% 1� to co to uT ui d' it n �.0- r'i tV N C O 0 0) 0 0) IF 0 o� 2 ��0 00 co co co co co � m (0 m (D co IDLo 0 (0 0 (0 (0 OLD 0(0 om a) n� u°4 �c .- - .-O -m .0- 11� Ira vm Von Von1 _1145fTM1145 1 6+ 117 00 118+00 119+00 120+00 1 1+00 22+00 1 3+00 124+00 1 5+00 1 6+00 1 7+00 128 00 129+00 130+00 13 +0 r COUNTY PROJECT NUMBER - 70.10E SHEET NO, CTH E - CTH D TO STH 128 17 OF 49 PLAN AND PROFILE 5 STA 138+40t SCALES: C ' J� c�V-�i� C� CONSTRUCT F.E., EXACT LOCATION OEHLKE 1' • 100' HOR TO BE DETERMINED BY SCOTT 1' , • 10 vER 45 PROPOSED INSTALL 30' CMP 120W 0,292 ACRIS± STA 135+55 LT WITH END SECTIONS SECTIONS MATCH AGO ,P, AT 45' 44 L•r NO CMP REQUIRED �� 0,,�� House MATCH AGG PE AT 35' LT Fred Kreutzfeldt Fred Kreutzfeldt 2948 Cty Rd E 2948 Cty Rd E EXISTNG CE TERLINE 33' EXISTING ROW SLOPE INTERCEPT Glenwood City, 45' EXISTING Wi 54013 ROW Glenwood City,_Wi 54013 T-PED -,✓�}�(Dot) I i 1 P/�, — _ - - — — — — — — — — —T—T� —TAT—T—T—T——T—T—T—T e T T- T—TAT—T--T �T T—T—T—T—T—T T—T—T—T- T- T—T—T—T—TAT—T—T—T T i T—T— T—T—T = TAT = T T = T- T- TAT—T—T—T—T—T—TAT- z—x�x- - �•- - -�' _ '� �r-".r'_T T-PED - - - - - �.,� - - - - - '!�� - - - T-PED �1f T = T T - T — T — TT PED I I +T-PED I I Soua & Xong Y Vang I I 0 PRESERVE FENCE 33' EXISTING ROW SLOPE INTERCEPT 2935 Cty Rd E m 45' EXISTING ROW 00 Glenwood City, Wi 54013 Greggory A STA 134+45 RT � Tammy L Varney REMOVE EXISTING CMP INSTALL 26'X18" ALUMINIZED CMP STA 141+55 RT CMP ,y�& l`� ` �`� hl�V,`Z' 2995 Cty Rd E Wi 54013 WITH END SECTIONS REMOVE EXISTING c Glenwood City, MATCH AGG PE AT 33' RT INSTALL 34'X18" ALUMINIZED CMP o WITH END SECTIONS � w 9C� MATCH AGG PE AT 45' RT 6` 48 01� iJ F� STA 143+65 RT REMOVE EXISTING CMP o jtQ INSTALL 26'X18" ALUMINIZED CMP NOTE: OLD AND ABANDONED NOTE: UTILITIES NOT SHOWN CJ 0 c �,$1wk�I WITH END SECTIONS MATCH AGG PE AT 40' RT FENCES TO BE REMOVED AND ON PLANS o 0) l/ [�DISPOSED OF AT THE DISCRETION OF cwnox FIELD LOCATE PRIOR TO Nj THE HIGHWAY DEPARTMENT. CONSTRUCTION V I MINIMUM 6' WIDE MA SWALE STA: 130+00 FLAT BOTT TO 147+0 LT a, I.. 1165 1165 1160 1160 _J194,01 Q L VPI EL 1155.00 91=—,497 _ — — — —0. 9X 92 = — CURVE .477 = 200.0 VPI ST = 139+00. 0 1155 1155 91 = — .47r V156.48 PI EL 1 —.= g2=—.77r g2 = .49X 0 CURVE N = 0.00 1150 115D CURVE = 0.00 g m ui Ln o 1145 1145 � 1140 1140 VPI EL 1141.71 g1 = — 1.779 g2 = — .21% CURVE LEN = 0.00 1135 1135 1130 ? 130 1125 1125 O 07 0) NC° 00 n W N co a0 rs Nd O c.dp- N O 00 t 7 M 7 0 O 0 OD um) O rn O(o r N co 0) o D N co it) N o o> I� N r7 oo O N o W oo N N rn�M� 0)d co d c 0 co co 1 co cD o (Lon An u r ) u7o N u) uN iu h to tAu0 Au 1120 � r= won � 144+00 71120 1 131 00 13 +00 133 00 134+DO 35+00 00 137+D0 138+00 139+D0 1 +00 00 + +DO COUNTY PROJECT NUMBER - 70.10E SHEET NO. CTH E - CTH D TO STH 128 17 OF 49 PLAN AND PROFILE STA 138+40t j CONSTRUCT F.E., EXACT LOCATION 1ao HOR 45P PROPOSED ROW TO BE DETERMINED BY SCOTT OEHU<E 1" = 10' VER INSTAL_ 30'X18" CMP p PARCEL (12 0 WITH END SECTIONS 1 Q 09146 ACR Sf STA 135+55 LT MATCH AGG 1 AT 45' Or L.. � ee' NO CMP REQUIRED ✓z� 0 House MATCH AGG PE AT 35' LT Fred Kreutzfeldt Fred Kreutzfeldt 33' EXISTING ROW 2948 Cty Rd E 2948 Cty Rd E ' EXISTING CENTERLINE Glenwood City, Wi 54013 EXISTING ROW Glenwood City, Wi 54013 (`l? I SLOPE INTERCEPT P/P P/P_ T-PED i _ — —45' — — j' P _ _ _ _ P/P I- -.T- -T� -T- T-T-T-T- -T—T—T—T M d —7r 0 _ T-T-T� TYITri T T-T-T- T T T T= T-T T T T TAT-TAT-T-T-T-T-T-T T-PED -- -T-T-T -- T-7-7-7-T-T-T-T-T-T-T-T-T-T T-PED T = = 7- T- PED I - N x T-PED'" I I TL-T-_�_ PRESERVE FENCE I I I Soua & Xong Y Vang 45' EXISTING ROW oPO u 33' DUSTING ROW SLOPE INTERCEPT 2935 Cty Rd E ( �i\ Q� ' Glenwood City, Wi 54013 °1 Greggory A STA 134+45 RT REMOVE EXISTING CMP �' S� & Tammy L Varney INSTALL 26'X18" ALUMINIZED CMP STA 141+55 RT V �v 2995 Cty Rd E I WITH END SECTIONS REMOVE EXISTING CMP c �� Glenwood City, Wi 54013 MATCH AGG PE AT 33' RT INSTALL 34'X18" ALUMINIZED WITH END SECTIONS CMP o U) C� u 1 MATCH AGG PE AT 45' RT j k I' `\ v �� STA 143+65 RT I REMOVE EXISTING CMP D O_ INSTAL_ 26'X18" ALUMINIZED CMP U o I WITH END SECTIONS NOTE: OLD AND ABANDONED NOTE: UTILITIES NOT SHOWN i m �r MATCH AGG PE AT 40' RT FENCES TO BE REMOVED AND ON PLANS o DISPOSED OF AT THE DISCRETION OF �vnox FIELD LOCATE PRIOR TO N C� THE HIGHWAY DEPARTMENT. CONSTRUCTION 1165 1165 1160 1160 VPj CZTA_ VPI EL 1155.00 1r 91 =-.49X 92 = .47X 1155 — — — CURVE LEN= 200.0 VPI STA = 139+00A 0 1155 — g1 = - .47X VPI EL =1156.48 g1 = - .71X -1.{7X g2 = - .77X g2 = - .499 o o CURVE N = 0.00 1150 1150 CURVE = 0.00 c; rn pop _ 1145 1145 -1.21X _ 1140 1140 VPI EL 1141.71 g1 = - .779 g2 = .21X CURVE LEN = 0.00 1135 1135 1130 1130 1125 1125 N r� W d In 0 CO f tD r) to d- M 07 4* co O 0 u0 IC rn O N M W u) N 0) N W C° r0 M N .- N d� M 0) to (D P% r� 00 O r uJ .. N Q 00 W n u0 N rn N ND n c0 O N r0 0 d OO u0 IM rn O c0 r� N CO t7 rn O cD N It .- 0o Y, - W r0 N 0 M I� N r0 Co OD u? N N 0 0) C0 1� u0 V' r0 M �ej N N lV rn M o 0 W d7 OD ^ c0 N) N) lV (V r- r O CJ pp aO pp a0 f\ (\ c0 sp cD �p cD cp (O 0 Ln U-) 10 U-) d d r7 n u0 N u0 N �- �n u0 9i u0 d d d d d 'd �+ .r .r •r d d �n u7 rn u) to u0 in u0 L0 u0 in u0 in Lo U9 00 In u0 u0 u0 u0 LO LO - in .- .- - .- - .- .- - .- .- .- .- .- 1120 •- - .- _ .- - .- .- .- .- - .- .- .- r r ,- r r- r .- .- r- .- .- r .- T- .- .- 1120 .- ,- .- r' .- r .- r r .- r r r .- ,- TM r TM ,- TM .- .- r ,- r .- ,- r 143+00 1 00 145+ 0 +00 131+ p. 13 +00 133+00 134+00 135 00 1364000 137+00 136 00 139+00 140+00 141+00 142 JwOO 155 45 120 STA 149+65 LT REMOVE EXISTING CMP <1] AND SHAPE DffCHES TO DRAIN (W1 STA 147+00 LT & RT AWAY FROM DRIVEWAY UPGRADE GUARDBEAM AND MATCH AGG PE AT 40' LT SCALES; APPROACH GUARDRAIL FOLLOWING t' STA 154+00 LT 100' HOR I FIRST LIFT OF PAVING I t' 1D' VER REMOVE EXISTING CMP INSTALL 26'X18" ALUMINIZED CMP WITH END SECTIONS MATCH AGG FE AT 40' LT Gordon W Peterson Fred Kreutzfeldt 2964 Cty Rd E 2948 Cty Rd E EXISTING CENTERLINE Glenwood City, Wi 54013 I Glenwood City,Wi 54013 45' EXISTING ROW I 1 SLOPE INTERCEPT T-PED t T-PED PAP PAR - _ _ _ _ - _ - _PAP T-PED _ _ LI _ � _ _ _ _ FOP WIIIIIIIIIIIIIIII AIC T -T T-T-T-- -----3 - T "WIIIIIIIIM ) _ T T �LLT L-1 T ' =r' T ---T— --C -- -- TiPE r i TI'T-fP�UT�T� ! \ Kevin Bonte t I [RELOCATE 152+55 TO 158+00 RT Nancy A Lindholm �, 45' EXISTING ROW 2967 Cty Rd E FENCE OFF RIGHT-OF-WAY 2957 Cty Rd E Glenwood City, Wi 54013TACT LANDOWNER FOR SCHEDULING Glenwood City, Wi 54013 \WIIIIIIIIIIII STA 148+00 TO 151+00 RT NO CQNSTRUCTION RELOCATE FENCE OFF RIGHT-OF-WAY STA 151 +30 RT 3 ACTNIT S TO OCCUR CONTACT LANDOWNER FOR SCHEDULING NO CMP REQUIRED BEHIND GUARDRAIL \ MATCH AGG PE AT 40' R STA 145+80 RT \ rw PRESERVE AND PROTECT EXISTING CMP 1 AND END SECTIONS MATCH AGG PE AT 40' RT STA 147+80 RT NOTE: OLD AND ABANDONED NOTE: UTILITIES NOT SHOWN REMOVE EXISTING CMP FENCES TO BE REMOVED AND ON PLANS INSTALL 26'X18" ALUMINIZED CMP DISPOSED OF AT THE DISCRETION OF FIELD LOCATE PRIOR TO WITH END SECTIONS THE HIGHWAY DEPARTMENT. CONSTRUCTION MATCH AGG FE AT 40' RT - COUNTY PROJECT NUMBER - 70.10E SHEET NO. CTH E — CTH D TO STH 128 18 OF 49 PLAN AND PROFILE Clarence &Genevieve Jackelen 1826 310th St Glenwood City, Wi 54013 45' EXISTING ROW P� 4 =47- - m a — 0 0 IT Kevin Bon to 2967 Cty Rd E SLOPE INTERC Glenwood City, Wi 54013 MINIMUM 6' WIDE FLAT BOTTOM SWALE STA: 147+00 TO 158+50 LT 9O' 11 VPI ST = 151+5n.�'i1 VPI STA = 153+00.00 VPI EL 1138.18 VPI EL = 137.70 VPI ST = 154+00. 0 gt - .10% 91 = -0. % VPI EL 1137.02 1 2=-.32% g2 WIII00f 69 nj _ -010% CURVE N = 0.00 _0.32% CURVE LE = 0.00 g2 = - .10% VPI EL 1134.83 IkIW__ _WIII,IIIII __WIIIIIII, __ _ _— _ — _ __ _ -0. BX�RVE N=0.00 g1=-.10R VPI STA = 146+00. 0 VPI STA= 147+00. 0 — -_ 1' OX CURVE N4= 0.00 VPI EL 1139.29 VPI EL 1138.65 1 .21% g2 = 64% 2 - .10% CURVE N 0.00 CURVE 0.00 _ � � �00 1nC1c0 NO �r {D� tDr7 tAl� d' N d'O MO �� NO NO r C7 000 f,OcO Ind' M.- Oh d•N AID !7ODt70 r W �I'� O�cO r0> �N 00 � � � � O pp O Of m � of pppp a0 pppp a0 pppp 0o pppp a0 p�pp 00 pppp 00 pppp 00 0ppp 00 �p 00 pppp 00 �p 1� p� !� h n n !� ^ � � co �{pp co {� tti to d- ee}} ri MM r'') (V N N r Q � a}d �d d d t7M MM MM MM M� 17� MM MM 17M MM Mt+� MM 17r7 I+yr7 MM MM MM Mrs 17try Mrs M t7 t�N) MM MrM ISM MM M rr.— r.— r.— r� r� r.-- .-r� r� r� r� r r� r� rrrrrM _IrWII .Tmo -_ ^r ��1110 r .- r .- r .- r r r .- _ �- _ WIIIIII r ^r' . � . nII" m r � �n Lnn r �iM 'I �,d�.(1t1 r 1 ri5.1.BO r 156+d4 r I F On r r- 159+00 159+ 0 COUNTY PROJECT NUMBER — 70.10E SHEET NO. STA 160+00 LT REMOVE EXISTING DRIVEWAY CTH E — CTH D TO STH 128 19 OF 49 GRADE DITCH TO DRAIN TO EAST MATCH AT 33' LT END WIDENING MATCH BITUMINOUS PLAN AND PROFILE STA 162+57 LT & RT �p STA. 166+25 '1 sCALE3: UPGRADE GUARDBEAM AND �,t 1" = 100, HOR STA 158+60 LT APPROACH GUARDRAIL FOLLOWING 1" = 10' VER INSTALL FIELD ENTRANCE FIRST LIFT OF PAVING NO CMP REQUIRED MATCH AGG PE AT 45' LT rence & Genevieve Jackelen 1826 310th St Glenwood City, Wi 54013 I EXISTING CENTERLINE WATERWAY 33' EXISTING ROW DITCH CHECK/FIELD ENTRANCE SLOPE INTERCEPT P/P �\ \` P/PEl \40 - P/P P/P � PED - - —T -T— - - - - — —T T n —T T T—T� �, —rr—Ti rn m� rn rn rn rn m TT T ��/7T��ry1 100th AYL, D—T—T—T TLT_TT TT •T—T—T T—T—T—T—T—T—T— T T T T T TT- T T--TT—T—T T T T T T T T T—T—TT T T T T T I L:C1r� 30'IPO CONST UCTION L33' EXISTING ROW iA CTIVITIES OCCUR SLOPE INTERCEPT EHIND GUARDRAIL rNO M Frick oJulie 2999 CTY RD E Kevin Bonte 164+15 RTGlenwood 2967 Cty Rd E EXISTING ROW ILL VE EXISTING CMP Cit90' y, WI 54013 I I Glenwood City, Wi 54013 Greg A & Tammy L VarneEND 30'X18" ALUMINIZEDCMP SECTIONS STA 16' +35 TO 165+28 RT I 2995 Cty Rd E I AGG PE AT 33' RT RELOCAT FENCE OFF RIGHT—OF—WAY City, Wi 54013 CONTACT•LANDOWNER FOR SCHEDULING STA 158+50 C/LGlenwood EXISTING REMOVE EXISTING CMP TION co INSTALL ALUMINIZED CMP I ACTIVITIESnnkj0 /� I ' ` ' — ' — ' — ' — ' � WITH END SECTIONS i BEHIND GUARDRAIL I Gregg A Varney MAINTAIN DITCH CHECK NE QUAD of CMP I I 2997 Cty Rd E x NOTE: OLD AND ABANDONED NOTE: UTILITIES NOT SHOWN Glenwood City, Wi 54013 I F FENCES TO BE REMOVED AND ON PLANS OF AT THE OF HIGHWAY ceLrnox FIELD LOCATE PRIOR TO THE DEPARTMEED NT. CONSTRUCTION CONSTRUCTION 1145 1145 1140 1140 o o a � 1135 0 N 1135 -1.34% II W 1130 — — _ _ ^ 0 Ld 1130 VPI STA = 159+00. _ o W VPI EL 1130.81 g1 = - .34% 1125 92 = - .24% _ _ 0.04% _ _ _ — — EN 1125 VPI STA = 163+OD. 0 VPI EL 1125.85 EN WIDENING y1 = - .24% g MA CH BITUMINOUS 1120 92 = - •04% N STA 166+2 a 1120 Ui N II 1115 ^ II W 1115 0 0 W LJ 1110 1110 1105 1105 LO to 00 (o (0 0) 00 I� m LO M M 00 0) d" I� Lf) L0 O I"") N 0) I� I� O U) •d' V) O 0) d' N 00 LO .- O Lf) ff) rn r tr) r L0 O 00 Nt .- 03 O 00 cD 00 LD n (0 r� 1\ r r r� 00 CO O LV O O O 0i 0) 0) 00 00 00 00 � � n c0 c0 L0 Lf) Ln L0 Lr) L0 Lf) L0 L0 L0 Lfj V) If) Lfj LO LO cp V) V) n n Ir) M V3 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 1100 � 1100 158+00 159+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