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Home My WebLink About2010 70.10F.pdfINDEX OF SHEETS SHEET NO. 1 TITLE SHEET No. 2 TYPICAL SECTIONS & QUANTITIES SHEET NO. 3-7 EROSION CONTROL PLAN SHEET NO. B-16 PLAN AND PROFILE SHEET NO. 17-28 CROSS SECTIONS TOTAL SHEETS = 28 DESIGN DESIGNATION A,D.T. 2007 = 6000 A,D.T, 2027 = 8000 D,H,V. 2027 = 1200 D. 2027 = 50/50 T.(% OF A,D.T.) = 77 V. = 45 MPH ESAL. CONVENTIONAL SIGNS COMBUSTIBLE FLUIDS Ok (UNDER PRESSURE) UNDER GROUND UTILITIES G GAS ELECTRIC E TELEP14ONE T SERVICE PEDESTAL CABLE MARKER P POWER POLE TELEPHONE ,Pl RAILROADS MARSH WOODED AREA RIGHT -OF -`:,AY i MARKERS OVER HEAD LINES O.H. FENCE LINE COUNTY LINE CORPORATE LIMITS PROPERTY LINE LOT LINE — LIMITED HIGHWAY EASEMENT — EXISTING RIGHT OF WAY - NEW RIGHT OF WAY REFERENCE LINE SLOPE INTERCEPT ORIGINAL GROUND PROFILE EXISTING ROADWAY OR PRIVATE ENT. CULVERT IN PLACE C CULVERT REQUIRED CLILVERT REQUIRED PROFILE 0 ❑ ST. CROIX COUNTY HIGHWAY DEPARTMENT PLAN OF PROPOSED IMPROVEMENT PRF�C'nTT-HUDSON ROAD PROJECT DESCRIPTION , 28 CTH "F" (Planview Drive to Red Brick Road) CONSTRUCTION PROJECT NUMBER 70.1OF YEAR OF CONSTRUCTION 2010 COPY T- 28-N INATES ON THIS PLAN ARE REFERENCED TO ( 1N N'hID71' ) ST, CROIX COUNTY COORDINATES SYSTEM TOTAL NET LENGTH OF CENTERLINE = 2AI2 MI. WIDEN/RECONSTRUCT (2.831 MI. PAVING) UTILITIES DIGGERS HOTLINE TELE. 1-800-242-8511 LM. FI I (21 AV 2611 FAIRVIEW AVE, NORTH ROSEVILLE, MN 55113 TEL. (651)-493-5127 CELL. (651)-755-2580 ATTN. SCOTT RUPPERT XCEL ENERGY -CAS S ELECTRIC 1201 LIVINGSTONE ROAD HUDSON, WI 54016 TEL. (715) 377-1820 ATTN. STEVE JOHNSON-ELECTRIC ATTN, DARREN NORDSKOG-GAS =C-AT&T 304 SOUTH DEWEY ST. EAU CLAIRE, WIS. 547D1 TEL (715) 839-5565 ATTN. RICK PODOLAK TM OF TROY 654 GLOVER RD. HUDSON, WI. 54016 TEL. (715)-361-0154 ATTN. RAY KNAPP, CHAIRMAN ST. CROIX COUNTY HWY. OPT. P.O. BOX 108 1150 DAMS ST, HAMMOND, WIS. 54015 TEL. (715)-796-2227 ATTN. TIM RAMBERG, HWY. COMMISSIONER ST. CROIX NATURAL GAS 415 SOUTH SECOND ST. RIVER FALLS, WI 54022 TEL. (715)-425-6177 ATTN. GREG LEE ST. CROIX ELECTRIC CO-OP 1925 RIDGEWAY ST, HAMMOND, WIS. 54015 TELE. (715)-796-7000 ATTN. STAN HIGBY ST. CROIX COUNTY REVISION HIGHWAY DEPARTMENT DATE PREPARED BY SURNPEYOR FRAN .IS W. BLESKACFK RLS DEsrGNER JEFFREY S. DURKEE P.E. DRAFTED BY JAM KRIZAN CHECKED BY TIM RAMBERG COUNTY HWY. COMMISSIONER tA- 0 r 0 rs s EXISTING R/W 1 20" UATZA a in 7'TOP OF AGG, m I 4' TOPSOIL SEED, MUCH & FERTILIZER 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. ORIGINAL GROUND 12' GRANULAR SUBBASE MINIMUM 6" BELOW SUBBASE BASE AGGREGATE DENSE (1 1/4" OR 3/4") L-3 1/2" ASPHALTIC E1 PAVEMENT MILL CRUSH AND RELAY EXISTING BASE AND PAVEMENT 4" TOPSOL t 2.1' TOE OF SAND/TOP OF SUBGRADE CULVERT SCHEDULE LOCATION LENGTH/SIZE END WALLS CL. 52'X36" ARCH CMP 2 REQ'D L RT. 12'X24" CMPREQ°D LT. 28'X18" CMP 2 REQ'D 81+41 LT, 28'X18" CMP 2 REQ'D 83+75 LT. & RT. 2-5'X24' CMP 2 REQ'D 9D+10 RT. 4'X24' CMP 1 REQ'D 115+05 RT. 4' & VX18" CMP 2 REQ'D 155+60 RT. 30'X18" CMP 2 REQ'D 157+10 RT. 26'X16" CMP 2 REQ°D LVAGED TOPSOIL & MULCH q SEED & FERTILIZER VARIABLE 12' MIN. 24' MAX. B' 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 SEED & FERTILIZER SALVAGED TOPSOIL & MULCH �, xM Troy Burne Llc 8651 Naples St Ne Blaine, Mn 55449 Troy Burne Llc COUNTY PROJECT NUMBER SHEET NO. 8651 Naples St Ne 70.10F (WIDENING) 8 OF 28 Blaine, Mn 55449 PLAN AND PROFILE BEGIN PROJECT` PROPOSED RW PARCEL #1 WIDENING/CONSTRUCTION 0.147 ACRES €r 4x +v 3 = E' ` c c y: �-1 � 47+47 LT AGG. ENT. S 49+f0 k ; 07 STA. PR G S6" ARCH CMP ' r u ti N Match grade)RED TO 40' Lt. .`� RIP RAP ENT ONDNORTH �� STABILIZ f I�STRW' T-PED PR U ' ., 10 SIDE IPE. z I P-POLE = r� U-EXISTftfGDC R NE EXSING SLOPE INTERCEPT m f ;. �� P - E - - _ E a =PbLE a N 0129'28.3' E a 2134.95 FT + -— - + - - - — - fit m — _---- GAS'-- _ ra_�19s�•- —�..�__ _ SLOPE INTERCEPT STA. 46+88 CL STA. 49+16 RT Aggr P m �-PED PRESERVE EXISTING 24" CMP 50'RW NO CMP REQUI2 Z 45'RW rVicnkic Match grade �'3' Rt. -+ EXISTING SE - NVJ SECTION 19 T28N R19-20W STA. 47+00 James A & Col�tte M Ruemr� ele ?1 sta = 76,60 60 (yRCUv,R James A & Colette M Ruemmele N = 517651.28 Do = 01'00`00.0 275 Cty Rd F 275 Cty Rd F _Y v" E = 597851.28 0� = 0100'00.0• NOTE: UTILITIES NOT SHOWN Hudson, Wi 4016 1 013926 "L T = 82es 9.58 Hudson, Wi 54016 572 y 65.74 74 SCALE CAf1TTON MELD LOCATE PRIOR TO i165.73 CONSTRUCTION e = o.fio SW - NE SECTION 19 T28N R19-20W S� M = 0.60 0 50' 100' I50' -- f �� >✓ 925 gin01 0.0 r}� C i ` 925 r, • IIVAv - r-1v6-L;L,--*kQr1f J QJ 920 920' Li - a ✓' fi V 915 915 \ J Yl ° j STA. 47+00 BEGIN PROJECT 910 910 WIDENING/CONSTRUCTION Pv ^ MATCH EXISTING GRADE 905 905` M w 900 900 N ��s l 24' CMP PIPE '1$ g PRESERVE 895 895 � 24" CMP PIPE — PRESERVE 890 890 G d � m m 885 885 N cp eq to 0 00 fM OD � r7 � c0 Ni ri M fV cV cV N N N 00 M '- 4 ni 0; Oi o0 n � 0) 0) 0) 0) (7) Of 6 N ao 0 O 0 0 0 0 10) 0) 03 0) 0) 0) 00 rb oo 00 00 00 a0 ao 00 880 880 rn rn rn rn- ._ °'_ — -- A ,nn Ar, nn aainn 47+00 48+00 49+00 50+00 51+00 52+00 COUNTY PROJECT NUMBER ISHEET NO. NE - NW SECTION 19 T28N R19-20W Marc H & Wanda M Plourde 70,1OF (WIDENING) 9 OF 28 344 S Cove Rd ---- --- Troy Burne Llc Hudson, Wi 54016 PLAN AND PROFILE 8651 Naples St Ne PROPOSED RW PARCEL #1 Blaine, Mn 55449 tote: No Widening - 6his o LT. -- No Widening In this area. SE - SW SECTION 18 T28N R19-20W 0.147 ACRES �_:::_ ., - ,� � * � '� . • u �I Saw Cut and Match Existing B STA. 53+60 CL. ` It sa _ c , 4 - _ - REMOVE EXISTING CMP INSTALL 52' x 36" ARCH CMP 50'RW r _ 45'RW WITH END SECTIONS �, EXISTING RW P-POLE T-PED o T-POLE EXISTING 33'RW P-POLE T-PED PROPOSED P POLE P-POLE SLOPE INTERCEPT EXISTING EXISTING CENTERLINE _ -_; v - t �=__'"�.�" .� u°r S - g - - g 25' BR = g \\ 925' BIT S _GA —- — - - m - - GAS - m _ 9 .�.3. SLOPE INTERCEPT �~ o + _ ` SLOPE INTERCEPT 4 $ N STA. 62+03 RT. Aggr PE 45'RW gTA. 62+30 RT. 45'RW PROPOSED EXISTING ✓� NO CMP REQUIRED EXISTING EXISTING CUT OFF 24" CMP BEVELED END C ' _ Match rode 45' Rt. ADD 12" OF 24" CMP WITH END SECTION STA, 59+45 -- 65+65 Rt. J PROPOSED RW PARCEL #2Z James A & Colette M Ruemmele CONSTRUCT BYPASS LANE and TAPERS James T & Margaret S Woodruff 0.111 ACRES 275 Cty Rd F Note: Construct 2' Shoulder 477 Cty Rd F NOTE: UTILITIES NOT SHOWN Hudson, Wi 54016 ON PLANS Hudson, Wi 54016 S C A L L evrtox FIELD LOCATE PRIOR TO CONSTRUCTION NW - NE SECTION 19 T28N R19-20W SW - SE SECTION 18 T28N R19-20W 0 50' 100, 150' 915 915 910 - - 905 0 0 00 0 -- -- - - 8 -- - - - - -- -- - �+ n OD VPI STA - 61+00. i 900 in R ua0i it VPI0. 890.51 900 e W ,� O71091 F VPI STA = 59+00. _ 1. 92 = 1179 to7b�- �i I tl N 9: VPI EL = 893.89 WRVS = 0.00 g1 = 1. 49 1 % 895 g2 = 1 B% 895 -CURVE 24" CMP PIPE - VP1 STA- VPI EL 60+00. 895.05 EXTEND EAST END ! ` 890 g1 = 1. 16X 890 _ = x - - - -_ CURVE LEN - 0.00 � SMP PIPE - 885 885 REPLACE "V 880 11 STA - 5 75.00 880 1 EL - 888 21 _ 9 : RVE LEN 650.00 875 = 229.21 875 E = 2.30 )n t1') 00 tf) (D M M Co t7 f7 Co Io 0) st O O NCO co to O to O )n 0) M �- O n N OD 0) O I� to N cD N 00 t� n O tp N O O O 00 M 00 N r� 00 M t� a0 n r n 00 O O cD d- O 0? n NN �� 'n� �� ^ �� Oe�i 0) �� 870 MM MCV cV N O 00 C>Gi 0) OOi 00 0) OGi 00 0) OOi 00 0) 00 � 0) m 0) 0) O) 0) O 0) 0) 0) Op O 00 O) 00 0) OD 0) CO 0) CO 000 0000 0) 00 00)p0) 0) 870 00 0) C7 00 00 G7 00 00 0) 00 a0 tT 00 00100 0) 0) 00100 0) 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 cQ_r% a0 O0 A OD nn AnToo 61+00 62+00_ 63+00 64+00 65+00 66+00 -SE - SW SECTION 18 T28N R19-20W _ Nathan T Zimmer COUNTY PROJECT NUMBER SHEET NO. 328 Cty Rd F 70.10F (WIDENING) 10 OF 28 Robert K & Syble Thon Hudson, Wi 54016 - - 310 Cty Rd F Steven M Harris Robert W & Lorraine Jacobson 318 Cty Rd F 324 Cty Rd F Theresa M Lamb PLAN AND PROFILE Wi 54016 Hudson, Hudson, Wi 54016 330 Cty Rd F ® Note: Sta. 60+00 - 67+00 LT. Hudson, Wi 54016 Hudson, Wi 54016 NE - SW SECTION 18 T28N R19-20W N W d 1 th' rea I o I ening In s a:. ( .r IL STA. 74+14 LT. Bit PE t PE ' REMOVE EXISTING CMP $ U:NO A 76+95 LT. Bit STA. 77+84 LT. AGGR. PE a STA. 71 +08 LT. AGGR. PE INSTALL 26' X 18" CMP CMP REQUURED No CMP REQUIRED 1-1 11.�"► W CUT 45' Lt. d * No CMP REQUIRED WITH END SECTIONS - Grade 45' Lt. IX45'R Match Grade 40' Lt. SAW CIJT 33' It. I + r P e STA. 68+40 LT. Bit PE _' P-POLE _ Match T P g• � Ma EXISTING P-POLE PRESERVE EXISTING CMP ` T-PED 7 SAW CUT 30' Lt. �- � # -v SLOPE IN RCEPT SLOPE INTERC EXISTING TERUNE - �� m rn I w i N oov9.56 - - + — - —+ - o 1 &374187 FT o .$ $ o MTV - 'GAS iS- $ t SLOPE INTERCEPT EXISTING CENTERLINE SLOPE INTERCEPT T T-PED 3 'RWEXISTING LPRES . 79+72 RT. Aggr PE 45'RW EXISTING ERVE EXISTING CMP EXISTNG EXISTING END SECTIONS ch Grade 33' RT. Note: Sta. 78+00 - 81+50 RT. Keith T Jones Mature Spruce and Hardwood James T & Margaret S Woodruff 333 Cty Rd F At 33' to Front of Trunk. 477 Cty Rd F Hudson, Wi 54016 NOT SHOWN SCALE 0 50' 100' 150= 920 915 Hudson, Wi 54016 SW - SE SECTION 18 T28N R19-20W NOTE. UTILITIES ON PLANS Av1[o FIELD LOCATE PRIOR TO ONS VPI ST - 71+50. VPI EL 905.4.3 gi G D7% 92 = .65X --- - -- ---- K = 11 .44 E = 0.18 NW - SE SECTION 18 T28N R19-20W 920 910 910 1 -- - _ypt- VPI EL 905.02 91 -1.2X 92 - 0 97X 0. �_ 905 WRVS = 0.00 899.37 905 VPI VPI EL 8 gt - - .65X 1.17% 0 1� g2 = WRVS .88X = 0.00 VPI ST = 79+00.0 900 900 �- VPI ST = 66+00. + < A + n n II o 11 -}. `, X 1 g2 = CURVE 23X = 0.00 VPI EL 91 - 1. - 907-Mm 7X ` g2 - 1 2X N ;Jy 895 CURVE - 0,00 o a w 895 ago 880 880 rM (D M rn 0) n M 00 O co cD N O r j r0 Uli ^O cND M M r) O M 0) 00 00 O p g N N 0) r- 1\ ul r7 to tf) U n O cD rh 00 co rl O 1� rn c0 O fD � .- r ui N CV O 0i Oi r f` u7 Im O N N r-i rM rCi 07 vi co cd }� co r, 00 n r- 00 r- 00 cd cd 00 cd 00 LO 00 00 0o corn a,0 000) 00 00 co co 0000000 875 00 875 0) 0) 00 0)M 00 0)0) 00 corn 00 0)0) 00 corn 00 mrn corn 0) 0) 0)M 0)0) 0)0) corn corn corn 77+00 78+00 79+0+00 80+00 11,— �� ., ccLnn ao-Lnn 7n-Lnn 71+no 72+00 73+00 74+00 75+00 76+00 v _ r-----------__ -- ---Nr --- SW SECTION 18 T28N R19-20W SE --NW SECTION 18 T28N R19-20W COUNTY PROJECT NUMBER SHEET NO. on D & Doreen Y Bonk Jas & Jas 70.10F (WIDENING) 11 OF 28 John & Jana L Gaffer 342 Cty Rd F Cty F Hudson, R 54016 David Vern & Mary 358 Cty Rd F H Kenyan —_ - PLAN AND PROFILE David L &June Mcloughlin Hudson, Wi 54016 Davav iote: Sta. 87+00 — 93+00 LT. Hudson, Wi 54016336 Cty Rd F Hudson, Wi 54016 No Widening in AIF+t T y'+ TSY C '-� z STA. 81 +4� 1 LT BIT. PE " sr REMOVE EXISTING CMP OR ' * � Y.q, this area. � SO LT. STA. 91 +75 NO CMP REQUIRED SAW CUT 26' Lt. ff LT. Bit PE MATCH GRADE INSTALL 26' X 18' CMP STA. 84+90 LT. BIT. PE r '. �, WITH END SECTIONS +S _ STA. 85+10 LT. BIT. PE SAWCUT 33' LT. MATCH GRADE # NO CMP REQUIRED DE RW ' St = 517f; P-POLE G 00'23'28. L . w Q O atCh Grade a� T_p p '� ♦" _ 4 WIQ31 r• 100'RW i, P—POL ISi1N.* IXISiING CENTERLINE #, ;i _ ., Y T—PED ICID L.. y { EXISTING. v ERCEP SLOP INT T CE �� im1 — \ ,.. _ � .. �� .• � � r .. - _ ,ems .r _ '._ • . �u „v -- -zz11 cc co AIL W � J O - O Is!. 8 n -` �- "- ` s r .�- ° ` �T=PED _ - - �� rrc - - I' 0 EXISTING CE INTERCEPT i . ; t` �r STA. 83+75 LT. & RT. EISIRING 4 ± ' ${ >+Yr CUT OFF DAMAGEDENDS OF ' 55O'iZW' ' t '° 7,. + 24" CMP ADD 5' TO BOTH+ E1ISTING t ENDS PLUS END SECTIONS] ' ' ' .. { 50'RW EXISTING `- -I G. ' RT, m F ( 'Q n f . STA. 90+10 RT, ADD 4' TO EXISTING 24" CMP 'RW INSTALL 1—END SECTION TO - 7 STA. 90+93 RT. AGGR. PL x No CMP REQUIRED Match Grade 26 Rt 75' IXI _ I ,f •. l - Mo s, `` i NG EAST SIDE ONLY - ® Note: Sta. 84+3._1 - 90+C;' r; Note: Sta. 78+00 ® 81+50 RT. Zane M Florek No Widening in this area. June M Tr Erdman Mature Spruce and Hardwood 2920 X.enwood Ave S At 33' to Front of Trunk. St Louis Park, Mn 55416 James T & Margaret S Woodruff 379 Namdre Dr SCALE NOTE: UTILITIES NOT SHOWN 477 Cty Rd F SW - NE SECTION 18 T28N R19-20W Hudson, Wi 54016 ON PLANS Hudson, Wi 54016 caerrsox FIELD LOCATE PRIOR TO CONSTRUCTION 0 50' 100, 150' NW - SE SECTION 18 T28N R19-20W VPI sr = 810+00.041 VPI EL 893.39 895 gi - ' 23X - — 895 - 97z -- -- - - --! g2 CURVE D.UO -- - -- --- VPI STA - 82+00. I 890 890 �� VPI EL gt - - 8B7.45 .27x -- -- - - -- --- RVEEN = 0.00 885 885 ---- �- �. ----� - -- \ 880 880 - 2ft 8 8 875 875 + 9 - _ \ 24' CMP PIPE d j a EXTEND EAST & WEST END \ u "PI sr VPI EL " 9D+00' 011 881.83 " d a7o g = = 870 g g2 .537G r \ WRVS LEN = 200. 865 865 VPI 5T - 93+00.01, VPI EL gt - - 855.94 .83X $6D 860 . X g CURVE EN = 0.00 24' CMP PIPE —L38X EXTEND EAST END ---, 855 855 NN rn0) NO ID �� in Ln01 too 00 d•cD 0 co NIA to Mt7 nIt N1n flN Nf ^ [S Oi (0M O W)N c0� LO L M O M d O pI� M O to (D r7 tM (V 0o O OO) Dao O 0 W) 00 n 850 ' a) as a) 00 rnrn o 00 0 00850 00 00 00 aoao ao 00 ao ao ao ao 90+00 91+00 92+00 93+00 94+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 +00 87+00 88+00 89+00 SE -- NW SECTION 18 T28N R19-20W Martha K Gagnon NE - NW SECTION 18 T28N R19-20W COUNTY PROJECT NUMBER — Sta. 94+50 - 98+00 Lt. 378 cty Rd F 70.10F (WIDENING) NEW GUARDRAIL. Hudson, Wi 54016 Note: Total Lenght Includes EAT ends. PLAN AND PROFILE Remove existing guardrail (County) Install new guardrail with EAT ends (Contractor) All work performed under the direction SHEET NO. 12 OF 28 of the Engineer or Project Manager �- �g' r - s Ar !. r ' 04. s gt _ _ �- r' b 5 N Bit PE ' e . SRES R05 EX ., ,_ . P—POLE P—POLE ` -, < PRESERVE EXISTING CMP 100'RW f SL1fllfiCEPT + P=POLEe P j Po PE6W GUT 40' Lt. MATCH GRADE EXISTING ; {� P .r' E — / m EXISTIDC0 � '" � T PED � \ < SLOPE INTERCEPT � N 00.3S26.2" W— <D. - W J - 07 •F - ��-6 FT _ GAS GA - f t I .�-- f. zy� ,r- eY•75 i' - •'�.�, v° �p� h ur RCEPT gyy EXISTI G c h — ~ EXt r s '► PE INTERCEPT `'' �`; + F . ° ' � 4" ; LLJ Y 3 pyj • L Yi1� -y% f a 1 r > r, • 'EX STING ` — ,i .' i � �r « " hatch 001 Grade 60' R C: I 75'RW 90'RW, EXISTING ` EXISTING Joseph A & Beverly SGhuI7 Sta. 94+50 - 99+00 Rt. ®iJote: No 101 erring - 111 +ar RT. English Estates 357 Cty Rd F NEW GUARDRAIL No Widening in this area. (Homeowner's Association) Wi 54016 Note: Total Lenght Includes EAT ends. 948 Labarge Rd Hudson, June M Tr Erdman Remove existing guardrail (County) NOTE: UTILITIES NOT SHOWN Hudson, Wi 54016 SCALE Install new guardrail with EAT ends (Contractor) Scott & Jenifer Hedin 379 Namdre Dr ON PLANS All work performed by the direction 379 Namdre Dr Hudson; Wi 54016 cAuzrox FIELD LOCATE PRIOR TO of the Engineer or Project Manager Hudson, Wi 54016 CONSTRUCTION NW - NE SECTION 18 T28N R19-20W 0 50' 100, 150' SW - NE SECTION 18 T28N R19-20W j _ 865 865 f _— - ---- I I 860 860 ---- — - - -- _ I -- ---- T"— -- - -"-._ _ - - 855� 855-- _� vz VP1 sT = 99+00. 2 VPI EL M.63 I g1 s _ 1.39% g N 0 850 �- g2 = .45% 850 "od � n d " 845 6 O 845 Oftg _ 840 r835 4sx -- � VP 1 ST - 105+00. VPI 0. 839.94 gl - .835 CURVE I F I VPI0. s35.10 830 830 g2 K:7 03X 54 E 7-15 825 825 �O a�cD NaMi �O� Naomi �� c0� �c-0 �M �(D n O Oc0 tMDM �^ nM NO�i 0�0� ai a) of 00 a) a0 � 00 0; a; O pppp �p � mod' 00 00 o' 00 00 0000 00 000 0000 ODD OMO 0�0 00 820 G� In 00 to 00 L to tl) Qo tf) 00 t1') 00 tit) 00 00 00 �t 00 dam' ao a0 00 a0 Co a0 07 a0 00 00 000 105+00 000 106+00 107+00 108+00 820 aD __ a0 . 00 a0 „� , — — , nn 0�l.nn aa4-nn 99+00 100+00 _ 101+00 102+00 103+00 104+00 �. a TEL-PED 65'RW EXISTING I SE _- SW SECTION 7 T28N R19--20W Alexander J & Bridget A Cavalier COUNTY PROJECT NUMBER SHEET �-O 349 W G ve Rd 7010F (WIDENING) 13 OF 28 SLOPE INTEkCE,�:�T� ro Hudson, Wi 54016 Wayne F & Murray Knecht Moser PLAN AND PROFILE Ronald F Gagnon 627 Fairfax St 378 Cty Rd F Altoona, W• 1, 20 Hudson, W! 54016 A.p,sesse . with Lis 1 - 1 2—\\ "'' V-4 p, V- *,ftli;k F�, -IN STA. 115+10 LT. AGGR. F, ;, NO CMP REQIURED No CMP REQUIRED W ST, Note Construct TYPE C intersection Match Grade 25' Lt. p� 9ia = 11s+24.t2 (,R \/ / R. 40'RW EXISTING CENTERLINE EXISTING 50'RW N = 322388.98 12t Mat�Gracle 50'-,RT, 11 E = 517611.53 4 A EXISTING TEL-PED " IS i t2 �rj0' SLOPE INTERCEPT-40 P-POLE P-POLE P-POLE m EXISTING CENTERLINES J � � -Z,- y - _ _---V--- - ' $ $ $ _- - — _ - SAS _�� , . G•A , — ' _ _ � '-t- i -�- I -t Y - 't . -M--•f �r Y--Y M-i', ` ..:iiT'"`. -.. � �„� •� F-If / t �: SLOPE INTERCE T 1� j Prrve Fence J TEL-PED } y P J 33 POLE 5 'I p_P0 i ` "" r Preserve Fence EXISTING 4o'RW IXi5 NG Match Grade 50 �c so'Rw." ,- ae - ; EXISTING �0 ' yf� (l� IXISTINt� N STA, 121 +25 RT. AGGR. FE * :TA, 115+05 RT. 33,,� No CMP REQUIRED PRESERVE EXISTING 18" CMP c� o LIMITED COVET 0YEi ,�5 RUCTURE t , t � - ' Match Grade 33' Rt. wmm` 8" :I EXTEND NORTHEND 3' ADO END SECTION J EXTEND SOUTHEND 4' ADD END SECTION "g ,• PROTECT DURING'.fMILL1NG AD. PAVIi�}G r"; ? p_ ® Note: Sta. 101+00 - 111+00 RT, No Widening in this area. SCALE English Estates NOTE: UTILITIES NOT SHOWN (Homeowner's Association) calrr>ox OIELDPLANS OCATE PRIOR TO 948 Labarge Rd CONSTRUCTION 0 5o' 100, 150' Hudson, Wi 54016 865 860 855 850 845 840 -0.67X 835 IE lot VP I ST = 111+50.0 VPI EL 553.20 g1 4,03X ___- 1,34X ---- CURVE UN - 300 - K = 11�78 E=1. 8 Thomas J Sr & Kathleen E Cleary 9348 Althea Ave St Louis, Mo 63123 SW — SE SECTION 7 T28N R19-20W VPI STA - 115+00. VPI EL $57.90 g1=1. 54X CURVE LEN - 0.00 830 VPI STA - 107+75,00 VPI EL - 538110 gt - -0,8 g2 - 4,03% CURVE LEN-'350.00 - 74.54 825 E - a05 '4• 0000 0 O0 O 0 O � � O � n U�7 Ol � N N O � � Obi (�D N 0 to ttN? _ 0) _ O O r7 rM d' u7 (0 n C7i 00 Oi C7i O O t7 M er � - t7 M U i d' Ui r d t0 6 00 d 07 OJ to to U) 00 to to 00 00 to 00 00 00 V) 00 0o to U0 ao a0 00 M 820 00 00 00 a0 00 00 00 00 00 00 00 00 00 00 ao a0 00 00 00 00 00 00 00 Gretchen S Blass 405 Cty Rd F Hudson, Wi 54016 j EL 660.90 0 7X- 7 X VE = 4( K=3 60 E=0.5 865 :•• + � h 850 J 845 840 835'' 830 825 N 0 00 LO � Q i6� . O aj ij N it 00 V 6 00 00 00 LO In Ln LO Ln V)� ((00 0 ((00 U) c�0 t�0 t�0 00 Co 00 Co 00 00 00 820 ILO 00 00 00 00 00 00 00 00 00 00 00 - 00 00 -- 00 Co 00 00 00 11)1inn 199+00 - - - -- — ----- COUNTY PROJECT NUMBER SHEET N0. NE - SW SECTION 7 T28N R19-20W Field Of Five Ltd 70.10E (WIDENING) - 14 OF 28 Paul G Tr Gertenbach 440 Stag's Leap Ln Genie Arabians Inc 438 Stag's Leap Ln Hudson, Wi 54016 PLAN AND PROFILE -- Po Box 416 Hudson, Wi 54016 Hudson, Wi 54016 _ +05 LT AGGR, PE < STA. 127+90 LT. AGGR. PE STA. 131 g NO CMP REQUIRED ? STA. 131 +05 LT. AGGR. PF = NO CMP REQUIRED CMP 40'RW TEL-PED 33'RW Match Grade REQUIRED I - - NO CMP REQUIRED Match Grade 33' Lt. Match Grade 33 Lt. T } EXISTING rn EXISTING -SLOPE INTERCEPT r - - EXISTING-CENTERUNE - SLOPE INTERCEPT' I F p , __- $ - $ g —..g_•'— �- Z.— SLOPE INT=r ...,re EPT GX5- EXISTING CENTERLINE P-POLE RW - — — — -uR_ _. — ---... T, . ram. •.-•-. • '"'10�''" , - µ P -- — — --- ' ■ -' -Y- ` -+ �-. • x • .--.�.-x -.- . ! TE! PED 50 � � .. -_ . - - -_ p- OLE� Preserve Existing Fence TEL-PED EXISTING SLOPE INTERCEPT � P-POLE STA. 128+ 10 RT. AGGR. FE PRESERVE EXISTING CMP 501RW P-POLE� P-POLE r Match Grade 30' Rt. EXISTING yy James T & Margaret S Woodruff SCALE Edward J Wagner NOTE: UTILITIES NOT SHOWN 23818 60th St ON PLANS 477 Cty Rd F Salem, Wi 53168 HELD LOCATE PRIOR TO Hudson, Wi 54016 °AEON CONSTRUCTION NW - SE SECTION 7 T28N R19-20W p 50' 100' 150' ` - -- -- r-- ---, 870 865 --- — --- -- VPI 5T VPI EL gi = - - 125+00. 857.44 .57% DSW-0 I — I - — -� 860 - VPI ST VPI 0. 91 = - 92 = - 131+00. 853.76 .53X .59% Vpl ST VPI EL s 134+00. 651.99 855 8 .64% �' VPI ST -0. - 124+00. 7X CURVE - 0.00 -0. 9X - - = 128+00. 855.36 .69X .53X -- 1 -0. % 92 = - CURVE .87% - 0.00 -0, 7X 850 + 1 < A 91 = - 92 - CURVE .84X WX 0.00 VPI ST VPI EL 91 - - 92 - 845 840 A 835 830 N LO LO N 133+00 00 00 tf) ap 134+00 U) co M to a0 135+t O a0 O U) 127+00 LO ao co n m 128+00 co O p`1 LO 129+00 _ 00 Cn �: 00 130+00 d' Kj 00 cow r7 00 131+00 ro 00 r M W 132+00 0 0i 825 0` 00 121+00 00 cND ai Ci 0000 00 O N 0i of 000 00 122+_00 00 LO 00 c�0 ao Ln 000 123+00 a0 00 O ao 00 124+00 n r; 00 i` a`no 125+00 t; a`no n co In 126+00 M co LO 870 865 860 855 850 845 840 835 830 i 825 M J& Sharon K Kinkead Madden a I 444 Cty Rd F Hudson, Wi 54016 --_--� Ymca Of Greater St Paul NE - NWt i; iV f T28N R19-20W Sta. 1�-rOO — 148+`y0 Lt. 2125 E Hennepin Ave #150 NFW GUARDRAILMinneapolis, Mn 55413 rote: Total Lenght Includes EAT ends. Install new guardrail with EAT ends (Contractor) Note: Begin 2:1 side slopes Sta. 145+20 It,I All work performed under the direction End 2:1 side slopes Sta. 148+30 Lt. _\ of the Engineer or Project Manager Ur J -- 6- -- -..- - ' -40 O COUNTY PROJECT NUMBER SHEET NO. 70,10F (WIDENING) 15 OF 28 Pt AN AND PROFILE SLOPE INTERCEPT P _ _ P-POLE EXISTING CENTERLINE O'Ryy TEL-I y 5 EXISTING s� _ocn - _ `"•' ' •1i STA 145+$A' CL. - Note: Begin 2:1 side slopes Sto. 145+20 lk James T & Margaret S Woodruff End 2:1 side slopes Sta. 146+25 Rt, 477 Cty Rd F Hudson, Wi 54016 NOTE: UTILITIES NOT SHOWN SCALE suxrox ON FIELD LOCATE PRIOR TO / � rCONSTRUCTION -- 0 50' 100, 150' NW — NE SECTION 7 T28N R19 _20 865 860 VPI STA - 136+00. 855 VPI EL:- 850.66 VIN STn = 137+00. q1 877 VPI EL 850.29 92 0.37X gi - - .37% -0.87X CURVE - 0.00 g2 = .69% -0. 7X CURVE I EN 0.00 850 48' CMP PIPE 845 PRESERVE 840 835 830 825 M OO (D co N QOi O O O Ot 820 65co 0000 �o- PRESERVE EXISTIG 48" CMP AND END SECTIONS Sto. 146+50 Rt. James T & Margaret S Woodruff NEW GUARDRAIL Note: Total Lenght Includes EAT ends. 477 City Rd F - Install new guardrail with EAT ends (Contractor) Hudson, Wi 54016 All work performed under the direction of the Engineer or Project Manager — -- -T- — t r I � I �l VPI ST � = 14,t00. VPi 5T = 145+OD.C�O VPI STA= 146+00. 0 VPI EL 848.00 VPI STA 144+00.00 VPI EL 846.08 VPI 0. 846.13 5T -848 g0 I 0 gi = - .45X gi = -.15X VPI 0. VPI EL = 46.23 _92 —_gi_= 'gl - 6,87TF --- - _--g2 �_ 91 - -0 X _. CURVE = 0.00 g2 - -0. 5X CURVE = 0.00 X92 = 043X CURVE �IN= 0.00 ( -0. % CURVE CURVE = 0.00 0. = o.o0 0, VPI STA.- 139+00. 0 - -0. 5X 0. % VPI 0. 848.91 of g2 = 45% CURVE IEN - 0•00 46' CMP PIPE -, - I PRESERVE 1 00 t d�-N 00 aD O� 00^ 00 00 �O � . 00 00 t °D _ � 01 . , � ,. N 00 , e e OMi 00 inn p 00 1 Ac4-nn � 00 Ih 00 � OD Cq 03 00 N 000 � O (00N Oi vi O>t0 00 146+00 147+00 148+C VPI STN = 149+1 VPI EL 847.66 g1 = O.*3X ,g2 I FNx= 0.1 865 860 855 845 840 835 830 825 rnrn IqU? ono � 820 NE — NW SECTION 7 T28N R19-20 Ymca Of Greater St Paul 2125 E Hennepin Ave #150 Minneapolis, Mn 55413 r i!' YKtDtKYt tAl,Ilrvb to t.rnr NG Match Grade 33 Rt. _ TEL=1 P—POLE P—POLE 50'RW 50'RW TEL—PED EXISTING EXISTING STA. 153+95 RT. AGGR. FE PRESERVE EXISTING 18' CMP Match Grade 33' Rt. W YmCa Of Greater St Paul V COUNTY PROJECT NUMBER SHEET NO. 2125 E Hennepin Ave # 150 70.10F (WIDENING) 16 OF 28 Minneapolis, Mn 55413 STA. 159+00 END PAVING PLAN AND PROFILE ® Nate: Sta. 156+00 LT. SAWGUT MATCH EXISTING GRADE — End Widening in this area. C'4— 1ra—rVV T Note: Sta. 156+80 32' Rt. James T & Margaret S Woodruff NOTE: UTILITIES NOT SHOWN Discuss removal of large pine tree by James T & Margaret S Woodruff SCALE 477 Cty Rd F cavlzox ON PLANS with landowner. Tree obstruction 477 Cty Rd F Hudson, Wi 540 i 6 FIELD LOCATE PRIOR TO CONSTRUCTION private entrnace. Hudson, Wi 54016 0 50' 100' 150' NW — NE SECTION 7 T28N R19-20W 860 855 r 850 845 840 835 830 VPI ST 150+00, g1 = 0 ax g2 = 0 42% CURVE UN - 0.00 _.Wl ST4 = 155+0R VPI EL 849.97 91 = 0.42% g2 = 0l28x CURVE (EN = 0,00 0 1 tqn In II � II OW g VPI STA - 157+00.00 V) VPI MIS 850.53 p gi = 0.28x w g2 = 021x CURVE IIN = 0.00 0.21x 820 cD (0 00 N 0D M to � C+) N Os cC, to N O 00 Ln N <O cD rr M r- 00 1; In r� M CO O r 00 d' vi 00 of 't�t of vi �� vi 0 L� rn 0 quo 0 0 ao 0000 0 ao 0OD 00 It 00 00 �� 00 00 00 00 00100 00 ao 00 00 158+( 815 0000 0000 0000 0000 1r-r.nr1 1sa-Lnn 1-9;7-t-nn 860 855 850 8451 840 835 830 825 820 815