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Home My WebLink About1997 8939-03-74 .pdfINDEX OF SHEETS Sheet No. Otte Sheet No, Sheet No. Typicci Sections and Dcta.3s Est 'late of Ouwtities Sheet Na. misceilcleaos Olwtiti's Sheet No Right —of —Way PoN Sheet No PIcn and Prone Sheet No. Stcmdc,d Detail Draw',qs Sheet No, SO., PoNes; 0 Sheet No, Stmcte Plans w Sheet No. co"Ostef Ecrth.Olk Data uSheol No. Cross—sectI,n, TOTAL SHEETS _Rt 0 0—) 00 DESIGN DESIGNATION A.M. (1991) = 1,220 (2014) = I,800 D.H.V. 1,2014) = 6.72 D, (-) = 56-4Q T. (7 OF AD,',-) 8,4- 11. = 45 M.P.H. ESALS = 233,600 CONVENTIONAL SIGNS COUNTY LINE COMBUSTIBLE FLUIDS CORPORATE—, UMIIS (UNDER PRESSURE) PRCPERTY LINE UNDERGROUND UTILITIES GAS LOT LINE ELECTRIC LIMITED HIGHWAY EASEMENT TELEPHONE EXISTING RIGHT OF WAY SERVICE PEDESTAL NEW RIGHT OF WAY CABLE MARKER REFERENCE LINE ------ POWER POLE SLOPE INTERCEPT TELEPHONE POLE ORIGINAL GROUND RAILROADS MARSH OR ROCK PROFILE MARSH CULVERT IN PLACE WOWED AREA CULVERT REQUIRED CULVERT REQUIRED (P,,n,) ■ S'T&cT[E OF %V98CONSM DEP&RTMENT OF TRMSPORT&TPO)n PLAN OF PROPOSED IMPROVEMENT BURKHARMT � %`**5*'OMcERSc"T ROAD I (CI'H E — 132nd AM C.T.H. I ST CROIX COUNTY ,,gTE PROJECT NUMBER 8939® R 19 W I LAYOUT 1 MI MI, SCALE ____mwcDlxm� TOTAL NET LENGTH 07 CENTERLINE - L402 W. RURAL STATE PROJECT COORDINATES SHOVN ARE REFERENCED TO THE V4SCONSIN COORDINATE SYSTEM CENTRAL ZONE FOR IDENTIFICATION ONLY. FEDERAL PROJECT pf OL C_0,4 _rRAC 7- STIR 0�837tll ACCEPTED FOR ST. 0r261X COUNTY DATT ORE A D Im ORIGINIU�. U'ARED BY MXHAER C. N STOFFEL V 6 h, W0.4. STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION —PREPARED �SY oot,Ht E.elill L]NOLL&APNEt Dovid Swpm gr P'.j. 0'. O,,�n, CO. 15,.,,:n� — FAr, LIST �Ql` LTANDARD ABBREVIATIONS ml a. CU' COUNTY TRARDUNK HIGHWAY YTI- CUBIC Y CULVERT PIPE DEGRE EACH A5 OF CURVE EACH RUPT EAST OR EAST PROECT COORDINATE ELECTRICAL LINE 6ASTBOUND CAVATION BELOW SUBGRACE ELECTRICAL ELEV� ELEVATION ELECTRICAL POLE E)oSnNG F� T OF SIDEWALK 4�' UN. FTLENGTH F 06F CURVE) UNFAIR T LEFT MAMMUM MANHOLE MILE w mA MATAW I INV m CURVATURE INTERSECTION TANGENCY FT, YD. �Nl E UNE Egll �QR I P _n �QN E POINT D) CONCRETE CULVERT PIPE, STORm SEWER E&E u r S.O.D. S OZ S.D.D. BD 1-12 804-3 CURB CONCRETE CURB, CONCRETE & GUTTER AND PAVEMENT S.O.D. BEFI-2 TIES CONCRETE SURFACE GRAIN & ASPHALTIC FLUME -WAY S OZ. SE9-4 TMCAL 'NSTALATION OF EROSION BALES SEWER S.D.D. S.D.D. 8FI-Ij 9AI-10,, SILT PENCE APRON ENOWALLS FOR CULVERT PIPE OR SOUTHWEST ND S-D-D S�D-D 14815-2, IA818-2, AT -GRADE SITE ROAD INTERSECTON, TYPES -BI- _B2' 'C' AND 'D' AND PASSING LINE. CLASS'A* STEEL PLATE BEAM GUARD, SE &DD. t4aIq_2a,b,d INSTAL.LAT�Dq VELEMENTS CLASS *A* STEEL PLATE BEAM GUARD (AT BRIDGES, 08STACLES AND CILASS'A' :ET kRD S D 0 15C2-3 S;DEROADS/DRIVEWAYS) STEEL PLATE BEAM GUARD, END TERMINAL WITH ANC80RACE TYPE 3 BARRICADES AND SIGNS FOR ROAD CLOSURES asigawiMmmuff, �IED AY rATESUCAVAnON GEOLOGICAL SURVEY W CURVE (LENGTH) POINT OF CURVATURE POINT OF INTERSECTION OINT OF TANGENCY M ALL BEARINGS SHOWN ON THIS PLAN ARE. BASES ON THE SOUTH LINE OF SECTION 34, T 30 N" R 19 W, ASSUMED TO BEAR N 8928'43' W. CURVE DATA IS BASED ON THE ARC DEFINITION. THE EXACT LOCATION OF PRIVATE AND COMMERCIAL ENTRANCES SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. DRIVEWAYS SHALL BE RECONSTRUCTED WITH SUCH MATERIAL. AND TO SUCH DIMENSIONS AS TO MATCH THE EXISTING AS DIRECTED BY THE ENGINEER, SAWED JOINTS WLL BE REQUIRED WHERE NEW SURFACING JOINS EXISTING PAVEMENT AT SIDE STREETS AND ENDS OF PROJECT. THE AREAS WITHIN THE RIGHT—OF—WAY, EXCLUSIVE OF THE ROADBED, ARE TO BE FERTILIZED, MULCHED, SEEDED, OR SODDED AS DIRECTED BY THE ENGINEER, ALL CURB & GUTTER RADII ARE SHOWN TO FRONT FACE OF CURB, INLET AND DISCHARGE ELEVATIONS FOR DRAINAGE STRUCTURES ARE APPROXIMATE AND SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. EXCAVATION BELOW SUBGRADE (ESS) IS NOT USED TO BALANCE YARDAGE AND IS NOT SHOWN ON THE CROSS —SECTIONS, BUT IS MEASURED AND PAID FOR AS UNCLASSIFIED EXCAVATION. THE LOCATION OF EBS WILL BE DETERMINED BY THE ENGINEER. TEMPORARY EROSION CONTROL, AS REQUIRED, SHALL BE N PUCE PRIOR TO ANY GRUBBING OF TOPSOIL STRIPPING OPERATIONS. MAXIMUM DITCH CHECK SPACING SHALL NOT EXCEED 350 FEET FOR DITCH SLOPES OF 2% OR GREATER. ALL ASPHALTIC CONCRETE PAVEMENT SHALL BE TYPE MV #24' t9" ctp — .x I VAR. V, 2•-8` ASPHALTIC SURFACE EXISTING SANDY BASE COURSE TYPICAL EXISTING SECi70N C T H I (STA, 73+00,55 TO STA. 147+06.46) ti CAS MIDWEST NATURAL GAS, INC. P.O. BOX 27 128TH SPRING ST, SOMERSET, Wt W25 JASON CROTTY; 715-247-5279 ELECTRIC; NORTHERN STATES POWER CCMPANY 1201 LORINGSTONE ROAD HUDSON, W9 54016 VICKI BREAULT; 715-386-481t TELEPHONE: AMERITECH 304 SOUTH DEWEY STREET EAU CLAIRE, N 54701 CHUCK LERERENTZ 715-839-5507 [MPMEW DNR UAISON: ROB STRAND 2004 HIGHLAND AVNUE EAU CLAIRE, V 54701-4346 715-839-1609 DIGGERS HOT LINE: 1-800-242-8511 FILENAME: CTHIXTYP.DWG ORIGINAL DINT REFERENCED TO ON PROFILE ��CRUSHED AGGREDATEBASE \-S' ROUNDING GROUND NT REFERENCED TO ON CROSS SECTIONS COURSE SHOULDER 3 1/2* ASPHALTIC CONCRETE'.PAVEMENT, TYPE MV (TO BE PLACED BY OTHERS) CRUSTED AGGREGATE (TO BE PLACED BY OTHERS) ROUNDING BASE COURSE SHOULDER 5' ROUNDING J TIC PAVEMENT BASE COURSE VRANULAR CRUSHED AGGREGATE PAGE COURSE SUBBASE COURSE 2' SALVAGED TOPSOIL & MULCH TYPICAL FINISHED -SECTION SUPERELEVATION C.T.H. I (STA. 87+00 TO STA, 147+03.69) S' ROUND POINT REFERENCED TO ON PROFILE ORIGINAL SECTIONS AGGREGATE BASE GROUND POINT REFERENCED TO ON CROSS SE CCURSE SHOULDER NN 15' (TO BE PLACED By OTHERS) 3 1/2' ASPHALTIC CCNCRE:T-E PAVEMENT. TYPE MV 4j (TO BE PLACED BY OTHERS) ZL S' ROUNO�NG CRUSHED AGGREGATE BASE COURSE SHOULDER 2' SALVAGED ASPHALTIC PAVEMENT BASE COURSE 'N' 5' ROUNDING (TO BE PLACED By OTHERS) \6* CRUSHED AGGREGATE BASE COURSE TYPICAL FINISHED SECTION SUPERELEVATION C.T.H. I (STk 73+00.55 TO STA, 87+00) 5' ROUNDING S' ROUNDING ORICTINAL GROUND ORIGINAL GROUND t2 FILENAME; CTHITYPI.DWO - / 1 07 '/- ::,—MGNAL ORIGINAL POINT REFERENCED TO ON PEOPLE G: GROUND WOUND 15, 5'ROUNDING POINT REFERENCED To ON CROSS SECTIONS SPED AGGREGATE BASE MA'SCOURSE SHOULDER SHED AGGREGATE 3 1/2' ASPHALTIC CONCRETE PAVEWENT, TYPE MV (TO BE PLACED BY OTHERS) BASE COURSE SHOULDER (TO BE PLACED By OTHERS) (TO BE PLACED BY OTHERS) 2' SALVAGED ASPHALTIC PAVEMENT BASE COURSE 5' ROUNDING 5' ROUNDING 8* CRUSHED AGGREGATE BASE COURSE 12' GRANULAR SUBBASE COURSE 2' SALVAGED TOPSO!L & MULCH DE-ICAL FINISHED SECTION C.T.H. I (STA. 87+00 TO STA. 147+03,6 SEED & FERTIUZZR SEED & FERTILIZER 4' SALVAGED TOPSOIL & MULCH S' ROUNDING 4' SALVAGED TOPSOIL & 2* 4' t2 2' 164 GROUND PCINT REFERENCED TO ON PROFILE V ROUNDING ORIGINAL MOUND POINT REFERENCED TO 04 CROSS SECTIONS 0% 15' MA CRUSHED AGGREGATE CRUSHED AGGREGATE 3 1/2' ASPHALTIC CONCRETE PAVDAENT, TYPE MV BASE COURSE SHOULDER 3,1 BASE COURSE SHOULDER (TO BE PLACED BY OTHERS) (TO BE PLACE) BY OTHERS) (TO BE PLACED BY OTHERS) 2- SALVAGED ASPHALTIC PAVEMENT BASE COURSE 5' ROUND= 5' ROUNDING 6* CRUSHED AGGREGATE BASE COURSE 3 EXISTING SLOPE INTERCEPT PROPOSED SUBGRADE SHOULDER POINT MARSH DISPOSAL CULVERT PIPE I EMSIING ROADBED ....... """/NORMAL MARSH EXCAVATION __ ` MARSH BOTTOM EXTENDED MARSH EXCAVATION TYPICAL MARSH EXCAVATION AT CULVERT PIPE NDS EXISTING SLOPE INTERCEPT PROPOSED SQBGRADE SHOULDER PUNT MARSH DISPOSAL 2 EXISTING ROADBED MARSH EXCAVATION MARSH BOTTOM TYPICAL PARTIAL MARSH EXCAVAl10N TYPICAL COMPLETE MARSH EXCAVATION —SEED& FERTILIZER 22' 4' SALVAGED TCPSCXL j: SALVAGED 7 6 MUL H TOPSOIL & MULCH-22 -22 .� ORIGNAL, 04 .2Li04 4aa.n, Irrl ill GROUND ORIGINAL 40 POINT REFERENCED TO ON PROFILE 5' ROUNDING GROUND CRUSHED AGGREGATE POINT REFERENCED TO ON CROSS SECTICNS __"CPUSHED AGGREGATE BASE BASE COURSE SHOULDER (TO BE PLACED ED BY OTHERS) \-3' ASPHALTIC CONCRETE PAVEMENT, TYPE MV COURSE SHOULDER S' ROUNDING(TO BE PLACED BY OTHERS) (TO BE PLACED BY OTHERS) \-8* CRUSHED AGGREGATE BASE COURSE TYPICAL FINISHED SECTION PERCH LAKE ROAD# PRIVATE DRIVE IUHXKL & MULCH ORIGINAL .02 v, x4 GROUND ORIGINAL �\-5' ROUNDING R POINT REFERENCED TO ON PROFILE CRUSHED AGGREGATE j C OUND PONT REFERENCED TO ON CROSS SECTIONS CRUSHED AGGREGATE BASE BASE COURSE SHOULDER COURSE SHOULDER (TO BE PLACED BY OTHERS) 3' ASPHALTIC CONCRETE PAVEMENT, TYPE MV 5' ROUNDING (TO BE PLACED BY OTHERS) (TO BE PLACED BY OTHERS) 8' CRUSHED AGGREGATE BASE COURSE TYPICAL FINISHED SECTION WALSH ROAD FILENAME 9 ERNAMM P1 7+80.57 IS Q 151VIEF, 0 07`00*00' R 878.51' 7 109.49' L a 217,70' S.E. w N.C. P.C. 6+71.72 CONCRETE CURB & GUTTER El PINE: VALLEY TRAIL A', �Pluc �Vzy m� sNouuEBR 0 3' INCREASE ® FROM RIGHT EDGE OF GRAVEL SHOULDER ANGLE �O BEST FIT FIELD "'�—SOE) FLUME CONDIT, "'S f— fv B T70M OF FILL SECTION �84 TAPER CURB ENDS TO GUTTER IN 3' <j ORIGINAL GROUND OF PAVEMENT SILT FENCE m 3- OF TOPSOIL UNDER SOD AT SOD EDGE OF PAVEMENT CONSTRUCT FLOYAJNE AS DIRECTED BY ENGINEER 4' 3' ::(LEVEL) O SECTION B-B INTERSECTION & SPECIAL DETAILS MERZOMM, IDO, ± 3' MIN, f I E MN I' WIN P�l Wa-1 I E FLAT ----- — ---- 4 �Fl �T r 3' -7 LONGITUDINAL SECTION FLOW SILT FENCE (PLACE AROUND PERIMETER OF BASIN AT INFLOW LOCATIONS) L2 PLAN TEMPORARY SEDIMENT BASIN FOR EROSION CONTROL ,ME FENCE UlMommoffmoz= 2 . ASPHALT & 6' CRUSHED AGGREGATE BASE COURSE ON E)9ST7NG PAWD DRIVEWAYS (TO BE PLACED BY OTHERS) TYPICAL SECTION CTK I 6' SHOULDER 15' RAO. 20 . OR. 16' IN. 24' Ak 16' PAVEMENT §1 mx� IN CUT, THE DRIVEWAY LOW POINT SHALL BE OVER THE DITCH FLOWUNE MATCH EXISTING- LROFILE \AEW RURALQR-,DEJAI� 0�� ORIGINAL GRCUND 2 7/8- REBAR 7/8- REBAR 7 C. P.C. = 73+03.33 7/8- REBAR 7/8 1 REBAR ti 7/8' 1 REBAR 3, 0 + C14 7/T REBAR (U3 P.I. = 152+00,001 7/8- REBAR OLD R/W REBAR 7/8- REBAR P.T. = 75+4152 R/W 7/8- REBAR 7/8- REBAR WALSH RD, P.I. = 8+00,00 7/8' REBAR 7/8* REBAR '8' REBAR P.C. = 79+09.77 0 0 7/8" REBAR REBAR -l"i zo- 0 WALSH RD. 0 T—OLD R 7 WALSH RD, 7/6- REBAR P.I. = 10+00M 0 o 6 L-7 0 co 0 8- REBAR e RED 7/8* REBAR, l 66.1 /8- REBAR P.T. = 86+6M4 7/8' REBAR 6-�oo Sq �61 7/8- REBAR 7/8' REBAR 7/8' REBAR ,9:70 oc 7/8- RESAR 7/8- REBAR PINE VALLEY TRAIL P.C. = 6+71.72 7/8- REBAR 7/6- REBAR R/W 0 7/8- REBAR 7/8- REBAR R/W — — 7/8- REBAR 7/8' REBAR -- ES OLD R 7/8 REBA j Loo 7/8- REBAR L 4 10 00 d 0 10 QQ 7/8- REBAR 1 0 + 14 11010 o 6+00 8+00 22,80' 1,32ND AVE R/W OLD R/W 7/8 * — 7/8 REBAR 7/8-REBAR 7/8' REBAR RESAR RIW- 7/8- EBAR PERCH LAKE RD. PERCH 7/8 LAKE RD PINE VALLEY P.(. TRAIL P'L = 6+00.00 P.I. = 7+9Z41 PERCH LAKE RD, 132ND AVE = 10+00.00 P.I. = 10+00.00 P.I. = 10+00M 7/8- REGAR 10 j:,A 7/8- REBARZ.0rFO� 7/8- REBAR R.I. 132+10.51 7/ff- REBAR I'L I, 7/8- REBAR III 9+00 NE VAiLE'Ey TRAIL lg 7/8- REBAR PINE VALLEY TRAIL P.T. = 8+89.41 9 r t. t a r t v a t. a w v .� a: fi S F- v r -r 4. Y N q N !' SI u GA STATE PROXCT NUMBER SHEET NO�� APRON THICK- NESS 8 39 8939-03-74 alAmo-m-LMM Locom Diaw&La Enu Lr�um DIN I CTH I MISCELLANEOUS f_ QUANInES CTH 1 73+32 - 147+03,69 a_ 17138 BASE 7.3+00 - 74+00 LT. 1 81+14 RT. so PZ STA. 74+53 OIL 2 1 102* 24' ODRA 75400 - 80+00 LT. 5 85+24 FIT, 50 P. F- STA, 87+49 LT 2 1 26' 18, 0,064 80+00 - 83+00 LT & RT. 3 87+46 LT: so P-E, STA, 89+43 CL STA. 97+55 2 1 116' 24* 0064 aj&D2LjQ �Q_ 83+00 - 86+00 LL 1 87+63 RT. 50 P, r- RT. STA. 95+63 LT. 2 1 2 1 24' 18, 0+064 _21`A'�14 N I LQC DON LQCAD.0- 5,t7 alt 88+00 - 90+00 90+00 - 92+00 LT. & RT. LT. 4 2 92+07 FIT. so PE STA, 103+11 RT. 2 1 26 26 18' 18" TL064 0.064 CTH 1 73+00 - 87+00 LT. 92+00 - 93+00 LT RT. 1 97+52 RT. so F.F STA, 106+67 RT. 2 1 28: 18" O.G64 74+00 - 87+00 2910 93+00 - 97+00 LT 4 98+60TA. LT, 50 F.E.FE 109+70 LT. 2 1 26 18, 0,064 87+00 - 92+00 RT� 2874 100+00 - 105+00 LT. 5 103+08 ST. 50 F,E, STA. 115+22 RT STA. 118+53 2 1 24' is' OX64 87+00 - 105+00 LT. RT, 1430 105+00 - 107+00 107+00 - 110+00 LT RT. ELL 2 106+64 RT. 50 P.E. LT. STA. 119+51 RT. 2 1 2 1 26 28 : 18- OX64 105+00 - 145+00 RT 5382 103,37 112+00 - 119+00 FIT, 3 7 109+70 LT. so P�E STA. 125+57 RT. 2 1 26* 18, 18, OD64 0+064 105+00 - 123+00 LT, 6234 119+00 - 123+00 LT. A RT. 4 115+19 RT. 50 P�E STA, 128+4-8 RT 2 1 26: 8' 0�064 123+50 - 132+00 LT. 2463 124+00 - 125+00 FIT, 1 118+50 I.T. 50 P,E, STA- M2+10 RT, 2 1 32 0.064 132+50 - 147+00 LT. 3773 125+DO - 128+00 LT. 3 119+48 RT. 50 P�E- PINE VALLEY TRAIL CTH E 125+54 FIT. so P. E. 8+60 - 9+00 Lt 209 PROJECT TOTAL 48 128+45 RT. 50 PZ STA, 9+43 CL 2 1 66, 24' 0,064 I0+75 - 11+40 LT. 178 1,32+07 CTH E RT: 50 P,E, WALSH ROAD PROJECT TOTAL — 35.790 RUMNa-ma-Elumm 8+60 - 9+82 CL 178 BASE STA 9+55 CL 2 1 48' 24' 0.064 10+18 - 11+40 CL 178 BASE ZiLuo LOL&M E&CH PERCH LAKE ROAD PROJECT TOTALS 24—_, 8- — 18* - 318 UP DIM 1 5+48 - 9+84 CL 625 BASE 8 - 24' 24' - M2 UP SEEDING SEEDING FERTILIZER STA. 81+14 STA. 92+07 FIT I PRIVATE DRIVE 120 f6O MULCHING TYPE B RT 1 STA. 82+45 RT. 1 8+50 - 9+84 CL 211 BASEiPFa¢c aIAL[124� LQQAE2i CLud azu mul WALSH ROAD CTH I PROJECT TOTAL 3 9+00 - 9+84 CL 105 BASE APRON 73+00 147+00 LT, & RT 1097 10 20 2B 132nd AVE. 9+20 - 9+84 CL 86 BASE al&lz LQCAEQ!i CTH 8 VDA6iU E&Qj LEUM qa CTH E REMOVE Gtis_RpRAiL — STA.95+89 CL 2 1 96, 24* 8+60 9+00 RT, 3 1 1 PROJECT TOTAL 19,321 STA. 122+28 CL 2 1 116' 48' 10+75 11+40 LT. 3 1 1 LZ STA, 1-18+63 CL 2 1 102' 30' CTH E — — PROJECT TOTAL 1103 10 22 30 STA. 8+00 8+94 RT, 94 PROJECT TOTALS 2 - 2e 24' - 96 LF STA. 10+32 - 11+16 RT. 84 2 - 30* W - 102 LF 2 - 48' 48' - 116 LE PROJECT TOTAL 178 CTH I aLLMS LQC-A=a I-QE-EALU ST& 73+3ZOO - 147+0169 1147 CTH I — STATION TO STATION LOCATION LF. REMARKS PROJECT TOTAL 1147 73+58 4T 3 AT END OF FLUME CTH 74+25 R, 3 AT END OF FLUME S.T,QN TO STATION C. r 76+00 L- 1 1 3 71+95.4 - 72+317 LT, 90 WEST RADIUS 79+00 CT. 3 CTH 1 72+55,3 - 73+OT4 RT, 61 SOUTH RADIUS 79+00 R71 3 73+00 147+00 351 STATION STATION 73+02,4 - 73+A6,7 LT. 61 NORTH RADIUS 82+00 LT 82+00 RT 3 3 LQQAnQSi IQ-Na 73+93,5 - 74+309 RT. 95 EAST RADIUS 83+50 L7 3 CTH 1 85+00 LT 3 PROJECT TOTAL 351 73+32 - 87+00 CL PROJECT TOTAL 307 85+00 RT. 3 87+00 - 147+03.69 1240 CL 2372 87+00 LT. 91+00 LT, 3 3 — BlEa& — 91+60 R7, 3 PROJECT TOTAL T612 a:ADQN- LOCAMDU 98+00 L T. 3 aly, al&DDX-lQ-STATION. C.Y. CTH 1 99+00 FIT 3 ILO+50 R7, 3 CT H I 97 + 47 LT 25 102+00 RT, 3 73+00 - 147+00 579 97 + 96 RT 25 103+40 RT. 51&nQNJlLZAnM LOCATION S,Y. 118 + 00 LT, 25 105+00 LT, 3 — III) + 20 FIT, 25 105+00 RT, z PROJECT TOTAL 579 CTH 1 125 + Do LT, 25 06+00 ;06+00 3 73+32 - 74+50 CTH E INTERSECTION 722 126 * 51 RT 25 R, T. 107+00 L T. 3 3 74+50 - 92+00 MAdNUNE 4312 PROJECT TOTAL — 150 108+00 LT. 3 92+00 - 93+00 WALSH ROAD 404 108+00 RT. 3 ZMQMJA-EAM��a LQCADD2i Q-y Eak&R --+Do �31'+50 PRIVATE DRIVE 351 114+00 LT. 14+00 3 - 133+50 PERCH LAKE OR 1503 AEEHALMSINU 3 CTH 1 133+50 - I4*+60 MAINLINE 2728 116+00 LTRT, 116+00 FIT 3 87+00 - 147+03,69 CL 10916 MAINLINE 144+60 _ ENO 112,4 AV, 1174 alAUH LOCADDIJ, S.Y. 117+00 3 3 CTH E t17+00 p-, 118+00 R7, 3 PROJECT TOTAL '10916 Yl)- PROJECT TOTAL 10.894 ETA 11+1'I LT, 14 119+00 PT, 3 3 PROJECT TOTAL — 14 125+SO LT 127+00 L" 127+00 RI'. z 3 'r ( ts") .3 128+00 LT 3 WATER 128+00 RT, 3 ;29+00 LT. 29+00 RT. .3 A 3 131+00 RT. 3 8939-03-72 131+00 RT 3 171 DUST ABATEMENT 137+00 LT. 3 — 137+00 RT. 3 PROJECT TOTAL m — N� NAME: QIHIQNITZDWG PROJECT TOTAL 135 WA L.E. CTH tl 73+54 LT. 74+00 - 77+50 RT 74+56 LT 82+50 - 84+50 RT 85+50 - 91+50 FIT. 94+50 - 96+50 LT. 94+50 - 97+40 RT, 95+86 RT. 100+50 - 104+50 LT. 106+75 - 107+50 FIT, 118+00 - 118+40 LT, 118+60 - 122+60 LT. 120+50 - 125+45 RT, 125+65 - 126+50 RL 172+25 LT, 137+50 - 140+50 LT. 137+50 - 138+50 RT, 139+00 LT. 142+50 - 145+50 RT. CTH E 10+40 RL E1+11 ILL WALSH ROAD 9+55 FIT. PRIVATE. DRIVE 9+62 L.T. 8+50 - 9+40 LT. 8+50 - 9+40 RT. 20 350 20 200 600 200 290 20 400 75 40 400 495 BE 20 300 100 20 300 STAGE 2 - 30 DAYS R&E c C EML BARRICADES WARNING LIGHTS IYEE-L ME,-& 2Qri5 AT FLUME END 21AItOK7jL iAT(ON (DAYS) (DAYS) (OATS) AT CULVERT INLET CTH I & CTH E 60 120 ISO PRIVATE DRIVE 60 120 60 AT CULVERT INLET WALSH ROAD 60 120 60 PERCH LAKE RD 60 120 60 132ND AVE 60 920 60 AT CULVERT INLET END OF PROJECT 60 210 120 AT CULVERT INLET PROJECT TOTALS 360 810 510 20 AT FLUME END 20 AT FLUME END 20 AT CULVERT INLET 20 AT CULVERT INLET 90 90 PROJECT TOTAL 4195 fL AEM ULLV NT B le srAz7-Q—N L AT70°d CY. CTH I STA. 97+47 LT: 40 STA. 97+95 RT. 40 STA 118400 LT. 40 STA. E19+30 RT, 40 STA. 125+00 LT, 40 STA. 126+51 RT 40 PROJECT TOTAL 240 EROSICN MAT, Drl IY•.'RF't CLASS L TYPE 8 .F PNCFAi i FD S.a&mli L4LALGU S,Y. REMARKS CTH I 76+00 - 78+00 LT. 604 SLOPE PROTECTION 82+50 - 84+50 LT. 653 SLOPE & DITCH PROTECTION 84+50 - 86+00 LT. 100 DITCH PROTECTION 97+50 - 98+50 LT. 67 DITCH PROTECTION 98+00 = 99+50 RL 540 DITCH PROTECTION 98+75 - 100+50 LT, 160 SLOPE & DITCH PROTECTION 99+50 - 103+CO RT, 323 DITCH PROTECTION 10320 - IC6+50 RT. 318 DITCH PROTECTION 104+00 - 109+55 LT.. A04 DITCH PROTECTION 106+80 - 110+00 RT, 284 DITCH PROTECTION 112+50 - 913+50 RT. 405 SLOPE PROTECTION 914+00 - 118+00 LT. 267 DITCH PROTECTION 114+00 - 115+00 FIT. 73 DITCH PROTECTION 115+30 - 119+25 RT. 263 DITCH PROTECTION 125+00 - 125+50 LT. 33 DITCH PROTECTION 125+50 - 926+50 LT. 311 SLOPE PROTECTION 126+50 - 131+50 LT. 333 DITCH PROTECTION 126+50 - 128+30 RT. 120 DITCH PROTECTION 128+50 - 131+50 RL 200 DITCH PROTECTION PROJECT TOTAL 5458 ai&nm lQmm LQCAL4.i. Ly CTH I STA. 73+57.1 LT. 46 PROJECT TOTAL 46 eAWY(jS S.TAAR21i CTH 1 STINO_P�gYE41ENT LOCA'10N 73+32 BEGIN PROJECT 147+04 END PROJECT WALSH RD. 9+00 END CONSTR. PRIVATE DR, 8+50 END CONSTR. PERCH LAKE RD. 5+48 END CONSTR, 132nd AV, 9+22 END CONSTR. PRO,TCT TOTAL M ar ARY BACr GC[PRcE. STATION TO STAy'R N CTH I STA.. 73+32 - 147+03,69 PROJECT TOTAL L_F, 1C0 22 16 22 20 22 202 6.: 600 PROOUCPNC ASPHAI Il . MATEBtPt PynuT MIX STA ON TO STATION j OQ- T SQ�Na CTH 1 73+32 - 87+00 CL 59 87+00 - 147+0169 CL 260 CTH E 6+43 - 9+82 CL 18 10+18 - 13+61 CL E8 PERCH LAKE ROAD 5+48 - 9+84 CL 13 PINE VALLEY TRAIL. 8+50 - 9+84 CL 4 WALSH ROAM 9+00 - 9+84 CL 3 i32nd AVE, 9+20 - 9+84 CL 4 PROJECT TOTAL 379\, �1J R MARHG MAINLINE MAINUNE MAINLINE MAINLINE MAINLINE MAINLINE MAINUNE. MAINUNE Przm tCM• �+ aIl NO —To UILM rTT C[WCRFPP PA4^°FNj iQNK CTH 1 73+32 - 87+00 CL 9008 MAINLINE 87+00 - 147+03.69 CL 4328 MAINLINE GIN E 6+43 - 9+82 CL. 3D0 MAINLINE 10+18 - 13+61 CL 300 MAINLINE PERCH LAKE ROAD 5+48 - 9+84 CL. 220 MANURE PINE VALLEY TRAIL 8+50 - 9+84 CL 65 MAINLINE WALSH ROAD 9+00 - 9+84 CL 46 MAINLINE 132nd AVE 9+20 - 9+64 CL 62 MAINLINE PROJECT TOTAL 6329f i MISCELLANEOUS QU N11 ES WHERE DISCREPANCIES PLAN QUANTRY MS AND Cotfq-�ACT i` PROPOSALf ITEM • . i i a 1 L s I� t_ , --------------------------- STATE PROJECT'NUMBER SHEET No, 8939-03-74 MISCELLANEOUS QUANTITIES UNCLASSIFIED EXCAVATION C.T.H. I ARrAS iviviar CummAym WLVIW -AgW '�UWULA WUWM SrArmlv S uerc fa eu !2� 299.52 359,13 2' : 22WAR2 Ag&,fVraTlc�s AO ACRE HOUSE Ag. ALLft MN- AJ*AV AUrWJl M4X�ENT QON pp_- OR pt'4 A-P ar ACCESS POW L T, L. LEFT LENcl'R (or CURVE) B/L 6ACZ BASE LXE LK PT. L.C. LkeAR poor a.rt E61404 MARK L.C.S. LONG Oi,Mp OR CURVE LON� CpORO &rAp NO SQ. C/L C-C Bev CENTa ER Ulc CENTER To CENTER ME NORTH OR NORTH pRojECT COOOOMTE a C&M-4L AhKU5- OR MTA Y. NO2TH C2V COORDINATE C.R CREW LE-crR NO. NLMER COtIc r04 caNOZETE rlo4j*N`r C-L OUTLOT ar.k. CO-NTY MAX FiCHWAY O.P.OursvE owsirRe CONST. CONCTRLVIRON P. PACE C.P. CULVERT PIE P.LF' PERMANENT' UITE0 EASEMENT CSA azerr-fo SWVEY w PERM PEPPAI&r V. DEGREE OF CURVE P/P POWER POLE OVY. MnVAY PT, POW CA. E. EACH P.C. PONT' OF CURVATURE EAST OR EAST PROEC'r CooeoWTE Pi PONT or NTERSECTION FQLY x PR-C. POW OF REVERSE CURVATURE SIX. EAST' V COORONATC AND 0TK-P5 P.T" PONT OF TANGENCY F'r, FEET P.O.C. PONT ON CURVE FRL FRACTiONAL P.O.T. Ps-. POW ON TANGENT PRIVATE ENTRANCE GAR. PROIJ PRcx-CT G. CX CAS cRV NORTH R. 2AOW COWT, COVER41EW 0 0) f0hT±M24A4 22Z Townsw Ano RAxi:E tNVEe=0LNV FACLtrY (GAS. TaZPH�B, 56CTVN LNE ELECTzO ETC.) QUARTER LW E-9 POSTAL $xTE6'NTH Lie Aev Lw UTUTY PCLE NEW RIV LNE FENCES EMT)c e/W LkE Wp-- CKOLM PROPERTY LNE w000-N NAJ CORROPATE LrTTS 0 (sn/rypc) FRcp-R"Y COeNEp' FOLAV LOT, Tr AID arF,ER 0 MON� R/wP'Xd7R LIES SLO� NTERCEpTS EE &A.Dt4 SLOPE NTERCEPTS 13 14� 16 15 7 2 1978 a 9 SEC71a4 Co*EQ R-P, QACVS PCI.qr RR. RALROAC R. RANGE R/L LkE Rp. ZCPS-S' gsMg PONT, RE�OPCCO CONCRETE PPE STORM SEWER RE.M. REMAMC REOD. PEOLAPEO Res. RT. FESVENO& OR VESVENTIAL e hl;HTRL�K--O,-WAY Rita RO. eOAO SEC. SECTioN -%tM, ER S.P. STORM PRANACE SF. M SQ. FT. SNARE FEET 5J.H. 5 rA, STATE TQLM Ra"Ay SEW. STATION 5LBOMSON T, TOWNSW rev. TEMPORARY 1`11• TL GQ T/L TEMPORARY LN'TTED EASEMN7 TRANSIT Lm- ULSJ4. U.S. HCHWAY VILL VLLACS VOL. VOLLM t%ZLY WEST WESTERLY w5c. W75CONSN (M 00 I 7 (X 7 cz, w y - 456,41OAG X - 1,279,937.04 Boar6im an "lf.lpe4 Llll�l /17r- 7 IThree 7 NUMBER F�sKfr TOTAL S 6939-03-00 411MR -%F—.rs FEDERAL PROJECT -NUMBER 4.0 1 7 MCA' OF QIQY OF WAY P-Ea �FOR EURKHAROT-satsese-r QOAO (6URKHAROT-02NO AVE.) COUNTY TRUNK, HIGHWAY NJ" COUNTY OF ST. CROIX PLAT DATE- 8f7f46 PARK ("""--BEGIN RELOCATION ORDER STA. 9+95.49 Y - W,007.88 P1VEY7N DAZE 1,282.292,00 *141% r2/24/46 uU H COOQDWTES AND BEAQt4as cN Tpc PLAT ARE TO THE TE SISTER CENTRAL ZONE, FOR VENTF-CATICN CiLY, ALL PLAT LAYOUT C5TANCES -%Y ARE C20UV L&CO-5 AAA MY BE CONVERTED TO CM LacrH BY ruTnyw THE PSTANCE BY TW CW FACTS pRoVVEp ON EACH MrAL SHEET, SCALE 0 1 ml 90r CC- WAY MtLtENT5 ARE TYPE- 2 AND Aa- --Mlmmc:mw� PLACEO PRM TO OR AT THE TM OF. LAV TITLE TRANSFER. TOTAL NET LENGTH OF CENTERUNE -2,596 Ml, RURAL R04r Or WAY SOLMARiES ARE VE.BRO WTrH CCLVEES OF THE PERMTER OF THE ""AY LAWS RE'tRENCED TO THE US FteLr LAND StpVEy OR OTHER 'SLQVEYS OF PLUX RECOQVS-, EM D. S. AREAS SHOWN it4 THE TOTAL ACRES COLUMN MAY OF AND ARE DERIVED FROM TAX POLLS OR OZIEP AvAA. SCHEDULE OF LANDS & INTERESTS REQUIRED AND MAY NOT NCLUDE AND OF THE Ow4rR ,V-OH CONTIGUOUS TO THE AREA TO BE AC6UIRED' PARCEL SHEET NUMBER NUMBER OWN TOTAL REQUIRED ACRES 1 .1 - . 14 320 2 RICHARD L & PHILIPPINE U, B 2 00 4 kz MARIE OSTENDORF FEE 2.14 5 4.2 :H:A:R(DUD & �VEARUNE JORGENSON FEE 1.15 4.2 -- SCOT T BRYAN FEE 184 42 CARL A. & MARY K, COREY FEE 9.17 9 4.3 ROBERT C. & SHIRLEY M. OREF E IF- imm to 4,3/4,4 STEVEN W. & NORMA J, HENNING 11 4.3 67m DALE W. & CAROL EE 1,97 13 4.4 DREG S, & PATRtIXA J. NELSON 3,22 14 IS 4.4 THOMAS H. & GWEN R, NETTLETON FEE 16 4.4 TRACY L & VZROMCA A. ANDERSON FEE loo 17 DONALD E. & BEATRICE ANN NCR FEE IDO 19 4.4 L MICHAEL LENZEL, jR, FEE/TLE 3.00 20 4.4 THOMAS F, & MARLENE A. MEYER FEE LEE 21 4,4 MARY T, ZAJAC IOLOO 22 -- 4`4 MARK E. KUBLER & MARY C, FARMER-KUBLER FEE/TEE FEE gx3 24 4.4/4.5 BRETT & MARY RACER FEE 3.38 26 4.5 LAWRENCE M. & BARBARA A. HALVORSON FEE 120.00 27 4.5 DONALD G, & PATRICIA J. HALVORSON 37.27 28 4.5 TERRENCE J0HAN -NSTDN & CANCER A. 8ARNEH-jEHXSTON FEE FEE 2.75 29 A 911 6 MARC A. ANDERSON FEE 3.63 30 - 4.5 MARK S. & VALERIE L MALZACHER FEE 170 31 4.5 -------- KEVIN a SMITH 9.00 32 4.5 JEROLD W, & KRIS7NE D, BIONK FEE FEE 14.95 33 44/4.6 JETEREY S. WALUN FEE 4.00 34 4.6 LEONARD S, JR. & DEBORAH L KOOLUSOY 5E5 35 4.6 STEWN J. S�CHVIERTEL FEE py FEE 114 36 4.6 SAVO & SHARON BELL FEE 4.33 37 4.6 VALERIE S. & JOHN W. WIEYER FEE $3.50 38 4.6 GERALDINE k LUEPKE FEE 7.00 39 4.6 JAMES M. BRADAC FEE 20 410 4,2 NORTHERN POWER CO, FEEAZEL. OF RIGHTS 23.35 �14 51 4.4/44 MICHAEL J. & JOAN V. RUNNHOM 4�5 JOHN R� & RATE L BENDER FEE 3,00 252 53 4,5 E� MSTATES 71MOMY L & SHEILA M, KELLER FEE FEE W 3.41 '101 son, 1337 0.022 0.014 0.0-32 O114 0267 0.432 L583 0.162 11/21i96 WSs ROUTE APPROXIMATE 72/6/90, FEE, REMOVE PARCEL, 7 MOM PROJECT G.F.N. ABLE SOURCES F2/24/96. Yss. unurEs ARE NOT 2/T4197, ROS PE-0t1: PARCELS SCALE rt 40. 41, 4Z 43 3 M/9C RSS. AEG PARCEL 4G 4/9/97• DEC, DELETE %1CL 12, P.Ev. ) 50 loo PCL 40, REVISE PCILS, 13-15 R/W ACRES REQUIRED Imam, 0 0 ❑ 3.337 ---6072 0.032 -71-14 0.267 (T432 Lw 0.162 CIX,.Ty DATE "R ST. 2IX C`O�T ML -0-8-7-96 qL �?Q FACTOR COUNTY TRUNK MlOHWAY T 4E _1 m zz=� qqqo%05 BURKHARDT To 132ND AV ST� C P 2DO OIX COUNTY, VIS. 375.664 lg4978 2121 1118 1.726 9.903 110898 1,805 OJ71 0.171 .250 0 3.660 0.250 0 0L250 0.271 2750 271 2.729 0,012 0 cjlL-:&:-cA P.L - 117+41.25 Y 446,110.26 X 1.28Z334.22 ,S = 35*274r D - 10'30'DO" R - 545.67' T - 174.48' L - 337.74' E - 27.2Z C.B. - N42'04'54'E ,33Z39' P.C. - 115+66.77 P.T. - 119+04.51 BEGIN RELOCATION OR STA- 9+95.49 T - STA. 116+30L72 'A' Y - 446.007.88 X - 1,28Z292_DO FRONTIER COMMUNICATIONS ♦pl N.SPI)// 1px x 41 28 57' 0 10,30,00, R 545,67' T 139.85' L 273.80' C S451261191w 270.SC CURVE (D-(g) 4, 6*42'50* D = 1030'D0' R $45.67' T 3201' L = 63.94' C S2742'25'W 63.90' NORTHERN STATES POW o ry R.I. - 17+45,79 Y 4445,201.06 X L281,566.99 A 3036'54' D 9,00,00, R 636.62' T - 174,25' L - 340j 7' E - 23.42* CB. N5946*22*W 336,13' P.C. 15+71,54 P.T. 19+11.70 15+00 I M + z P) I 6,5 6,4 JAMES R. & MARIE 0STEN'OR' MARILYN K, NELSON C.S,M. 1469229 LOT I LOT C S -M Fj PC, C '514 CEM LOT I "�2, VOL 7, G. 2062 8 PGSS3 8 VOL3� OL 83 PC 218 SLOPE INTERCEPT RICHARD L- BEER & PHtUPPINE U. BEER VOL. 461. PC, 460 0 CQ ASS TABLE OURSE BEARING Dlsi ICWRSE 8c A 307.09 w 11& 1 '00 23 N64.3957W 72.21 9716 4 N78 w 136. 5 52 39. S61. -56- 354.60' tt N,z IS J5W 1&26' 1 13 N7 w• 1 41 I N4 w 1 EMOM 4 - 26'34'20' D = 9'40'43- R 597.98' T = 13179' L = 274.55' C N5626'12'W 272.09' NORTHERN STATES AMERITECH �A;) 4426' CURVE 0-(D 6 - 15'20'05* D - 8'2805' R - 676.62' T 9109' L 181.09' MUM cll-H-r•�(L P.I. - 23+50.79 Y 446.638.78 X %281,137.36 28'42'36' qw,00, R 636.62' T = 16292' L = 319.00' E > 20.52' C-11 - N58*49'13'W 315.67' P.C. - 21+87.87 P.T. - 25+os.87 om SCOTT ERY VOL 603, PG, 377 0, N. R 471, PG, 26\AT� 5 V - CURVE ()-Q A - 1394,04, D 91DOE00' R = 636.62' T = 7185' L 747.05' C N51'04'57'W 146.72' CuRr-Q-(D 15'28'32* 9'00'00* R 636.62' T • 56.50' L 171A5* C N65205'W 17L43' STA. 23+34.92 y 446M4.68 X 1.281J37M D. N. R. VOL 443, PC, 523 VOL 611, PC 601 VOL, 6t4. PG. 413 + w Pf?o of CARL A. & MARY K. COREY VOL 1128.PC, 396 miffiffiM L T/21/96, R I SS, RE-x_lOnME�,T L I ROVTE COUNTY D.TE R/w PROkCT F4VveER T STA 15+001 TO STA- 32�Qn± I1 12/6/96. RES. REMOVE PARCEL CLI -H 7 3-00 -03 G FROM PRO'ECT [12,124/96. PSE UnUnES SCALE FT CP0 FACTOR COUNTY TRUNK HIGHWAY ( 2/14/97. RSC PEUM PARCELS R IT BURKHARDT TO 132ND Av'E 0.99990106 4,2 4-2 3 1 .0. 4% 42, 43 ,5/97 RSS ADD PARCEL 40 50 Too ST. CROIX COUNTY, Wi sll S, P L, - 27+66.75 PJ. - 34+30�55 CURVE y - 446,761.16 Y - 447,075.42 X - 1.280,73Z66 X - 1.280,147,01 A - 17`54-13- a - 1172E361 A - Zn4'54' D - 6'00'00' D - 7-00-00- D - 6'00'00' R - 954�93' R - 818.5t' R - 954,93F T - M.42' T - 8tC5* T - IM25' L - 298,39' L - 167 76* L - 34E,59' C - N52*49'49'W E - 4.06' E - M13' 297.18o C.B. - N6728'44"w C.B. - N51'19'29'W ISZ49' .346.65' CURVE(D-(7) B.C. - 26+5510 P.C. - 32+54.60 A - 3M,41, P.T. - 28+47.86 P.T. - 36+03.18 0 - 6'DO'OOY R 954.93' T 25.10° FIVER ROAD CA L 50AW P-L « 8+81,27 C N42*22'Z2'W Y 447.155..56 50.19' X 1,279.911,98 A = 41'15'44' D = 2838'52' R = 20OOCE T L E = 13.71' C-8. - S69'45'50*W 140.94' P.C. - 8+05.97 P.T. - 9+50.00 NORTHERN STATES POIVR TIE TO W. 4 89 CORNER 3 22 SIRM 19 $vO, 395162' VICTORIA A. /'41 KNYPHAUS, N VOL geg 65.89' R 626 Ri PC 587' 7 37+ D, N. R. VOL %00 996 0. "IOU 557 PG. 3�5 PARCEL 1 7, '49-v9 + �B ob.. NES %/4 CARL A. - VARY K. COREY N89758'11'W 63.93' VOL M9, PC, 395 PARCEL 2 @8 STA. 35+52.99 q STA. 35+41.32 Y - 447,171.63 STA. 10+00 RIVER RD.. X - 1.280,065.51 y - 447,237M X - 1.280,006.73 CURVEO-49 D N. R, ,N 952'35* VOL. 657. PG 365 D 87Yii' R 583.20` T - 59.03* L 117.77* C = S66-04'51-E 117.6Z awm1wel 6 - 0'21'W D 0'29'48' R 11.53126' T 35.35' L 70.70' C = S61,19,05,E THIS PLAT IS FOR ILLUSTRATIVE PURPOSES ONLY. 70.70' DEEDS MUST BE CHECKED TO DETERMINE PROPERTY BOUNDARIES, ST, CROIX COUNTY MONUWENT Y 447,17184 X 1,275,883.17 D, N. R. VOL 443, PG, 523 VOL, 611, PG, 601 VOL 614, PC, 413 C RS- TABLE "OURSE BEARING DIST, rOURS- BEARING DIET, N4217 02 A 38893 45 N636 11 E 34135' -,32 NO-23 42 E 15.41 46 N33437 37 E 28.30 -23— SB9'36 18 E 168.98 1 47 556-2223 E 67.00 34 N56-R625 E 116,21 1 48 N333 37 E 126.38 -.15— N40-52 02 IN 20,00 49 S45'37 56 W 130,46 -_36_ N42'49'37 W 216,65' 50 S14-13 24 E 225,2r 37 N57-12 40 W 111,32F 11 51 S78'06 IS IN 5.00 38 Nao'IT 4 w 220.80' 1 $ 39 N84'40 34 305.76 5 40 S772654 W 95, 2' 5 41 N65'47 42 W 365.32' 5 4 N43'05 38 301,78' 5 4 N ' 6 0' 44 Nll'�n IN 159 ... m E r L D. N. R. VOL 657, PG 365 V CJIL-T-c & PJ. - 41+95A2 Y 447.656.35 X 1,279,644.38 "A 4853,12, D MOO, R = 636.62* T = 289.37' L = 543.20* E 62 68' C.B. - N6518,39,w 526.87, P,C - 39+05,74 P.T. - 44+48.94 REUSED DATT, 12/24/86, RSS, UnLNIES 2/11/97 FISS, REIJOtT P-RCZLS 40, 41. .2, 43 RCE-RT C. & SHIRLEY M ORF AMEMTECH VOL, 912, PG, 102 w ROJlz DAT' R/W PROXCT NUM9[p C'E-T "'T.H. 'r ST- CROIX 8-7-96 8939-03-00 NU-9ER SC-LCFT c,,l FACTOR COUNTY TRUNK HIGHWAY 'I' BURKHARDT TO 132ND AVE 4.3 ST. CROIX COUNTY, wjS. — cj.U—T-.rl& P.I. - 61+71,14 Y 448,481,16 X 1,277,927.56 6 = 925736' D MOO' R = 636,62' T = 670.39' L = 103290' E 287.89' C.B. - NI'20'52*W 923.2'r P,r- - 55+00.74 P.T, - 65+3164 ME STEVEN W, & NORMA J. HENNING VOL, 1105, PC 457 4- �x A 40C' Co PA. = 49+69.72 7 1 Y - 447,659.82 STEVEN W, & X - NORMA J. HrNNINC 41'55*34' 9,00,00* A - D 2,V32'19' 14'21'07' VOL 1105, P 457 - N'\ 636,62' R - 233,49' - 39MI,39' 243.91' 10 T D - 749'53' T L 465.85' L 58.49' R 731.62' E 45A2' C N014'23'W 73.58* T 2M28' N68'4727W --a3j' 40 L 498.35' C M37'07*W 455.5v 51+91.65 PA,47+25.81 6 g 27'01*26* 1218'57- D 65+1 9 R 465.22' FIT - 65\�ll A, D n, R. T 111,79' -�-23.64 VOL C 557, PC, 365 95' L 219.4Z N2TO6,54*E 65+ .64 217.40' MATCHU E 6 00 110.8v T671-613 95' it 66+91 in Pf"ISED DATE RGUTE COLpNTY DATE R/W PROUPOCY NUMBER 12/24/96. RSS, UTUTTES SHEEII 2/14/97 RSS. REMOVE PARCELS CTH STD.CROIX 8939-03-00 NuveEp 40, 41, 42, 43 a - 810*57° 4/9/97, ASS. REMSE AUGNUENT S14LE FT. OR FACTM COUNTY TRUNK HIGHWAY 0 - 6106* ON RI C T H 'E- TO STA, 874 D7� BURKHAROT TO 132ND A-, 4,4: P.I. - 74-+23.53 R - 918,51, 1) Y 449,583,85 CROIX COUNTY, WIS, T - 65,70' L 131.17' 3 3 V� X 1,279O35.36 P! a 21IS2,02, C S41'21'440'W -09 R, 0 9'00'DO' "" "I 131.06* - N't '00� CJAL-I:-C-& ST. CROIX / R P'L = 83+27.19 COUNTY MONUMENT T i22.9s' y 449'938.27 Y - 449,711.81 L 242.97' X - %279.870.30 X - 1,278.547,65 E 11.77' 4 - 6613XIBI STE\TN X. & NORMA J. HENNiNG C.B. - N56'03'57'E D SMOG* VOL 1105, PG. 457 241,50' R 636,62' P.C, - 73+00M T 417M' WCHAEL J & P�L - 75+43.52 L 739M' JOAN V RUNNHEIM E. 124,87' VOL 1122. PC, 517 C-EL N3343'19*E 69&62' CJt PJQ 79+09,77 P.Y. 86+49.27 r- TRACY L, & SPA. 77+3002 7 �'50 'B 4 LOT 13 A'04- '� I . A Y : 714�07. I VERONICA A ANDEPSCIN 'T X 1 9�37 SS.0 #438728 LOT 2 DEERFIELD 00 r 23 DIANA L. CLAYTON VOL. 7, PC, 7989 A, C.S.M.#393031 LOT 4 19 - 89 Cp VOL- 869, PG, 467 VOL. 5, PG 1415 VOL. 852. PG, 186 00 wz T NATURAL GAS n 1 91 b7- --%-- �- I A� E VORZHERN C� STA 7S I THOMAS H & POWER 'J, 1-4 GREG 5 A, CAEN R. NETTLETON PATRCIA J. NELSON PRETT E, & MARY M 00 C.S,M 1438728 LOT 1 9 RADER CS.M. #393031 LOT 3 VOL 7, PC, 1989 t 0 VOL 59E, PC 290 VOL P. PG 1415 G. & V% 824� PC 446 MIDT�V"-, NATURAL CAE VOL 57, PC 505 C- VOL 1063, PC, 84 DOUGLAS p TERRY L DEVAN C.S.M. 093031 LOT 2 4L 16, 3 VOL. 5. PC. 1415 VOL 1082, PC 21 ArL STA. 73+00.55 '1*- M STA. 73+03,33 '1*. d' 0, STA- 92+57 74 '1' - STA, 10+00 'E* ED STA. 10+00 WALSH ROAD Y - "9,497,08 P" Y - 450,95154 a - 11'49 32 X - 1,279,878,23 0 . 75B'27' X - 1.278,W,20 ,'IT -0\ R T = 74.41' "P, cn AMERITECH L 14&30' z C N39'32'23'E 10 MARK - KUILER & D. N. R. A MARY C 5ARMER-KUBLER VOL 657, PG. 365 C,S.M, i�15773 LOT .3 ONO VOL �. PG. l4b,� VARY T ZAJAC VOL 121, PG Ili a LIZ '7' --1- 10 C�s M, 344993 LOT 2 0-1 V, A. T 0 a, `H VOL 2 00 P 01 VOL. 77 'EGA+ v- 0 ITH M S AS F. & T� In 9MARLEN-. A. METER V p 011 N NC,T4TRN VOL 875, PG 254 0, CURSE TABLE '�'S' STATES CURES BEARING DIS RING DIET. MICHAEL J. & JOAN V. RUNNHEIM VOL 1122 PG. 517 LOT 13 DEERFIELD —T— v- l'5 X I- ltt,y DONALD E. & BEATRICE ANN NORELL �Z7727. "p'C' "' O'lly L & T VOL 765, PG. L.BENDER A SHEIL M. KELLER 92A r)(o 517 VOL 7085, PG. 467 VOL 891 PG. 555 LOT 14 LOT 9 LOT 8 DEERFIEI�� DEERFIELD DEERFIELD ACCBSS EASEMENT A + A, — - - - - — - - - - - � NrRTK -RN STATES POOR , A vp MG%C's-1 NATURAL GAS, LAWRENCE M. & BARBARA 4, HALVORSON VOL 392, PG, 347 VOL. 460, PC. 382 26 G --T --- - - - - - - - 110+00 '45!�O 4r m AMEIPTECH MARK S. & VALERIE 1. MALZACHER 37320 LOT I VOL �4. PG 1968 BRETT E & C.S.M. MARY M. SAUER VOL 574, PG. 605 106� PG. 394 VOL 596, PG. 290 NORTHERN STATES POAETI� 'Vl� 30 COURSE TABLE WRSE BEARING DIST. OGY1RSE HEARING DIST, No IZI Ol t Im..94 IC AIZ I, AM , bd 5 92 Ill 1. 06 . 100.91 1 Tol 57"06 00 E 76.1 93 1110IV FV t V4,d7 I., bu At at W ITOO.Co 94 95 N89*30,01 w Nall 29 E 10 525AO zz ub E 4-00.48 Vt "I ZIA IT t bov.tu I lubi S5!07'38 w 1301,00 97 NO 6,41 1 00.00 106 58-29'10 01.47 98 SO43'28' 2 5.05' 107 SO'28'01'W 300,00' 99 57 5733'W 49.94 — S831 6 IN 101,00' REMISCD D.T 11/21/96, RSS, STA, QI00t TO STA, 123+06 t2/24/'S6, RCS. UnUTIES 2/14/97 RSS. REUO"E PARCELS An' Al. 42, 43 p Ou ITS cwtity OV 71 "/1 'Rox" NUUEER !�7 --cpax 939 3-00 cNUueEP SCALE FT CIVO rACTCR COUNTY TRUNK HIGHVAY r; BURKHARDT To 132ND AVE 4. 5 1 10 Too 700 Si. CROIX COUNTY, WIS, y 454-029,35 X 1,279,682.34 a 1514,19, 0 7'DO'00' R 81&51* T • IN 49* L - 217.70' E 7,29' C S78734'38"S 217,05` 6+7%7Z R:C -- 8+89.112 (_I IV OF ST. ICSZPH VOL 1045, PC 51A iCHNSTCN A BARNEH-iCHNSION DONALD G. & PATRICIA J, HALVORSON I C-SV 4480932 LOT 4 ae VCL,'9, PG. 2466 VOL 515. PG, 520 vCL- II30, PG..328 -0 2@8 '10 - A LN — —T— — — KEVIN C SMITH C.S.m 449270 LOT 2 VOL'18pc. ZIIS VOL. 845, PG, 318 z z > t 120+00 ti S Tk 123+08,05 'Y' ST& 10+00 PRIVATE RD, Y 454,014+45 1 < X 1,279.901,93 f :z D W, A KRISTN, D BRINK C-Sv, A:I57-79 LOT I vCL, 3PG 816 VCL CA 1,7' S WALLN C,SM4357779 1-07 VOL, 3 PC, 8I5 '/CI !C73. P1 2-5 THIS PLAT IS FOR ILLUSTRATIVE PURPOSES ONLY. DEEDS MUST BE CHECKED TO DETERMINE PROPERTY BOUNDARIES, EENCkMARKS STATE PROJECT NUMOER SHEET NC Y. t 89,39- �03-- 74 11' UL 604 IN POWER POLE HW CCRfQ3NTER. CTH I & CTH E 848.72 i VOwIST PLAN PROFILE A- 4ATURAL CAS STA, 73+51.6, LT. 4. CONSTRUCT SOD FLUME 74+5� REMO E)a VNG C.P. P1 74+23+53 1w, 4' OP, RD L 21'52'02' '61 LHF D 09,00,00, R 636M' STA, 9+55 I 3 I,/ 13 �K-f 1 MARC A. ANDERSON C.S.M. #37100B LOT I VOL. 4, PG, 1063 VOL 828, PG. 498 (9 MIDWEST NATURAL GAS JEFFERY S. WALLIN CO,M, #357779 LOT 2 VOL 3, PG, 816 VOL. 1073, PC 298 33 r Ilv- AMERITECH ST. CROIX COUNTY MONUMENT Y 454.929.58 X 1.278;587A3 LEONARD S., JR& Or8CRAH L. KODLUSOY C.S.O..19371008 LOT 2 VOL 4, PG, 1063 VOL. 966, PG, 153 32.83' 7+GG STE14N J. SCHNER-.LL R.I. ST& 7+92.41 C5 ..c Ce, Y - 454,927,79 NORTHERN STATES CIS M 0348191 LOT 4 X - 1,279,701,62 POWER VOL 2, PG 484 42.27' In VQL. 855, M 532 + , id + 35 '15 Lo Ll G PIE, STA- 132+10,51 Y 454,917,19 X 1,279,90B.84 VALEPIR S A, JOHN N1 WEYER CSM 135,779 LOT 3 VCL 3, G. 816 VC,. 99J-C. 387 @7 'k, WE JAMES M, & JENIFER C. qRDAC C S M E442417 LOT I VOL. 7, PC 20B VOL 849, PG, 54 39 ST& 132+23.9I STA. 10+00 RE Y 454,930.6, 1,279,909, n JAMrS M, & JMFER C. SRADAC VOL, 1129, PG. 604 3@9 (IV m ST, CROIX COUNTY MONUMENT Y 454.927:36 x 1,281,213,25 REVISED DAIT "t'-eEp SHEET p r "/N/96, RSO, PEMSED A -I- SZ STA..124,QOJ M STA llio&- wj�euz 96, RSO IHTUn 2/14/97 PSS. REWOW�LOELS �0 FACTOR COUNTY TRUNK HIGHWAY 'I' 10, J% 42, 43 BURKHARDT TO 132ND AVE ST. CROIX COUNTY, VIS, NORTHERN STATES POVER CO, w�10"011-Ow GERALDINE A. LUPkE cSm VOL, 10 " PG, 2948 VOL. 1112. PG, 349 COURSE TABLE CURSE BEARING MET. - COURSE R BEARING GIST. I09 a 100.50 �1� _ tn 17 S 5 w 8=3 tID I 25 E 1299.36 122 -W S89'38 50'W 247,15' 117 9 1 100.73 1 .3 U124S2 _G so"O 54 W 10.00' 11 1 - E 630.00 AZZI '11'2 2 6=48 3 '16 E 19.72' 1 5 S 5'11 7 37.08' lu.Oo 126 S8434'48- 10ITI8' I69AS Lll7i-4§!s88-.5 15- jj5 116 14- Oil 47' 1 1" —94 lul'z5 2 4-50 r 43 W 1 L WW 5l 0O2. 131 3 5"W 200QGN lIg Si 25219 6 1 120 SI'04 43 W 225.00 IARON BELL VOL 483i PG, 270 > 6 STA, 145+8240 'I* - STA. 10+00 132ND AVE, Y 456,288.63 X 1,279,934.76 MT'n-S7 NATURAL GAS P-1, STA- 152+00 Y 456,906.32 X L279,946.39 END RELOCATION ORDER STA- 147+0,169 Y 456,41010 X 1,279,946,39 S-ILVEN i & RICHARD S STRUNG THIS PLAT IS FOR ILLUSTRATIVE PURPOSES ONLY, DEEDS MUST BE CHECKED To DETERMINE PROPERTY BOUNDARIES. STA. 95+86 REMOVE MnNG C. T-24' C.P. REO'D CONSTRUCT PF- 1-115' C.P. REO'D STA. 97+57 RT, CONSTRUCT F.E.T.,�j A r T—W C.P. REQ'D' R/W STA. ,03+08, RT. CONSTRUCT F.E. 1-18* C.P. PEWS STA 109+70. LT. CONSTRUCT P.E t.-18* C.P. REO'D WIDAEST NATURAL CAS < e STA. 106+64, RT. CONSTRUCT P.E. C.P, REO'o R.I. s 7+80+57 A 1514'19' 0 - 07='00' STA. P18+50, R = 818.51' CONSTRUCT P T = 109,49' %—Is' C.P. m L = 217JO* SZ — P.C. - 6+71.72 P.T. - 8+89.41 � SLCPE INTERCEPTS NQRPiDN R/W A AMPITE,04 STA. 115+19, RT. CONSTRUCT P.E. 1-18' C.P. REGO 8939-03-74 PLAN & PROFILE STA, .9 4: ST& 122+25 REMOVE CASTING C.P. STA.. 119+48, RT. 1-48C.P. REQ'D CONSTRUCT PE 3 I -IA- rP RF6'D CTHI-PP4.0WG