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HomeMy WebLinkAbout2011 70.10N..pdfi � �. � � INDEX OF SHEETS 'o m ;p Sheet No. —{ `� Sheet No. CC c_ Pfl Sheet No. � $he2t No. -i _ Sheet No. � Sheet No. �•.,� Sheet�,lo. Sheet No. � TOTAL SHEETS 1� Title Typicol Sections and Oetoils Erosion Control Plons Miscellaneous Ouontities Plon and Profile Stantlortl Detoil Drorings Computer Eorthrork Doto Cross Sections ;T CROIX COUNTY -d-,; _�, � �, �' :� �� I ��, - i �� - �. ,_ : F �* DESIGN .DESIGNATION '� A,D,T. czao9� Teo veD A.D.T. f2029I = 1050 VPD D.H.Y. I D. = 50i$0 ESIGN SPEED 50 AIPH SAL5 - I 1 BEGIN PROJECT- STA. 102+50.00 N 322408.35 E 610117,46 COUNTY PROJECT FEDERAL PROJECT PROJECT CONTRACT 70.10N COUNTY HIGHWAY � DEPARTMENT PLAN OF PROPOSE® IMPROVEMENT NVENTIONAL SYMBOLS — _ — � +�;Ax � UNTY LINE COMBUSTIBLE FLUIDS �: 'd�� �.. � RPORATE 1.IMiTS �������� UNDERGROUND UTILITIES VVV �vv I l P.L_ 58.1 - ' OPERTY LINE CAS — G ��� � � T LINE — — — ELECTRIC — E `- ,,� � " IMITED EASEMENT L _ _ _ TELEPHONE OR TELEGRAPH �-- T -- �# .EXISTING RICHTOF WAY — -- — COMMUNICATIONS LINE C - PROPOSED OR NEw R/w E SERVICE PEDESTAL SURVEY l:INE - - �\� POWER POLE I} `�, SLOPE IN PERCEPT - - - .. ' - TELEPHONE POLE fjJ ( ORIGINAL GROUND --� ~ ^ RAILROAD '�'—r— i MARSH OR ROf,K. PROFIL RocR ^ \ SANITARY SEWER — SAN — ,(To ba noted as suc I' STORM SEWER-----55 .1r MARSH AREA � � � �� WATER ---- w l��_ �_� EXISTING CULVERT ---f= J--- � SCl PROPOSED CULVERT .WOODED OR SHRUB AREA `� tBox or PIDeI 0 -�"-- \ rA` ;' �` T: \410599\dgn\010101_ti .dgn �, CULVERT tProilie Viewl 5i23R011 SPLOT NA Ir i- �� CTH N ,� � ����- . . - , �_ >� i ,., USH 63 - CTH B � �,.�-' � - ST CROIX COUNTY COUNTY PROJECT NUMBER 70 o�ON MAY �� 2�11 ST CROIX CptJN�1Y HIGHWAY KEPT. R-17-W I R-16-W R-16-W I R-15-W ('' � z �� 76TH AVE c � � � � � � ' 70TH AVE -� - 1 "70TH AVE € � ..... , 65TH AVE C, �-�� , R°SEW o d '1 qVE -.... � " 607H AVE 6 N 6oTH36 31 AVE T-29-N ATM 1 SSTH AV( C' . B� � 1 �6 T-28-N g 4>rH AVE '~^ fi, � 50TH ' AVE 2 � 0 45TH AVE Z •'; :yv �;. 42ND AVE � ° � i END PROJECT � -. " ...-.. � z° N I �'� '^� = s.7�-7-- " ....--- -� 4orH AVE STA. 358+17.00 92ND 5T n EL 1 1 V I 32ND AVE "•' ACCEPTED FOR ��, AVE 30JH - I ST CROIX COUNTY vFi � h AVE = Y :� - ..---- m 23RD AVE �- 25TH � - - . 27TH AVE • ,� AVE n . .. - ... 2oTH � " ' NN ..-.-.. �� � Z AVE - .. -� - ... . - .. DATE COUNTY COMIAISSIONER i��}�� .. • "�� � ATM .LTB Ft CC I avE mTH AVE ' - • - 10TM " B ORIGINAL PLANS PREPARED BY 36 � AV-� r-�'12TH AVE � YY s1 � � , LE R STO �-------------- r�n�tist /Survleyors J RD CONY RD 31 Ati 1L18gd Hilis Parkway 36 2 I�J.SQ�'.+b� re, �+�54701 PIERCE - ST CROIX RD �,.?f ��.� '"'-- G org T-28-N � �� .......> ..,,. s'�ea' d� T-27-N +�3 �� + , • sue, i+'°°n �,e ,ye � ss 3 ..:--ilv I � .ra4 s LAYOUT �, z; e SCALE L_ I ir�, �`,��� ��I .'(�'/��� Qfa •'��?. F ? :o� �'o C mod" e�'0' TOTAL NET LENGTH OF CENTERUNF_ = 4.837 MI. COORDINATES ON THIS PLAN ARE REFERENCED TO THE WISCONSIN �, ��, ZI ,��� � COUNTY COORDINATE SYSTEM (WCCS), ST CROIX COUNTY, � /fYk;,;�„„jj^i.}•�4 �,,vv� �{\ j�\} . -DATE t ._ .� �� . PENTABLE:eou_shd_utll.tbl � carrle 1:200 WISDOT�CA.Dt?5 s" --- _--------I"— _ I �,-�,. ram..., ���.. ,. .-�.,... .-.� Imo. 18' CLEAR ZONE T � ROUNDING TILIZE & MULCH A:� -`- 18' CLEAR ZONE A:� ��� RM� � ROUNDING ,`��,Py' � � BASE AGGREGATE - � DENSE �'�-INCH tTYP) BASE AGGREGATE DENSE �a-INCH ITYPI 34'FINISHED TOP 24'PAVEMENT IC POINT REFERRED TO ON PROFILE 0.02% -� POINT REFERRED TO ON CROSS SECTIONS I8'CLEAR ZONE cccn r 0,04% -► - 3" HMA PAVEMENT TYPE E-1 2" SALVAGED ASPHALTIC PAVEMENT BASE 6" BASE AGGREGATE DENSE 1'/-INCH I2" SUBBASE FINISHED TYPICAL SECTION CTH N (RECONSTRUCT) STA 102+80.00 - STA 104+50.00 STA 129+00.00 - STA 132+00.00 STA 164+00.00 - STA 172+00.00 STA 186+00.00 - STA 285+50.00 STA 356+50.00 - STA 358+17.00 34' FINISHED TOP �.02%ONRPRORRED p�4% � 0.02% �`�'----r-�---- POINT REFERRED TO ON CROSS SECTIONS 3" HMA PAVEMENT TYPE E-1 6" PULVERIZE & RELAID - B" BASE AGGREGATE DENSE 1'/�-INCH tTYP) - 12" SUBBASE tTYP) _FINISHED TYPICAL SECTION CTH N (WIDENING) srA 104+50.00 - srA 129+00.00 STA 132+00.00 - STA 164+00.00 STA 172+00.00 - STA 186+00.00 STA 285+50.00 - STA 356+50.00 0.5' tMIN.I IB' CLEAR ZONE SEED, TEMP. SEED & FER' 1' 5' 3.55' SALVAGED TOPSOIL 8 0,65' 4.35' 0.04% �► 9�1 �\\ 4.1 \ \ � A:l 0.5' (MIN,) ROUNDING ROUNDING ROUNDING ROUNDING Station Type Left Right 188+18.95 End NC -0.020000 -0.020000 188+69.81 Zero Super 0.000000 -0.020000 189+20.67 Rev. Crown 0.020000 -0.020000 189+58.81 Begin FS 0.035000 -0.035000 199+06.07 Entl FS 0.035000 -0.035000 199+44.21 Rev. Crown 0.020000 -0.020000 199+95.07 Zero Super 0.000000 -0.020000 200+45.93 Begin NC -0.020000 •0.020000 204+79.27 End NC -0.020000 -0.020000 205+30.27 Zero Super 0.000000 -0,020000 205+81.27 Rev. Crown 0.020000 -0.020000 206+83.27 Begin FS 0.060000 -0.060000 208+46.29 End FS 0.060000 -0.060000 209+48.29 Rev. Crown 0.020000 -0.020000 209+99.29 Zero Super 0.000000 -0.020000 210+50.29 Begin NC -0.020000 -0.020000 222*28.60 End NC -0.020000 -0.020000 222+79.43 Zero Super -0.020000 0.000000 223+30.27 Rev. Crown -0.020000 0.020000 223*40.43 Begin FS -0.024000 0.024000 229+78.20 End FS -0.024000 0.024000 229+88.37 Rev. Crown -0.020000 0.020000 231+49.31 Rev. Crown -0.020000 0.020000 232+44.08 Begin FS -0.057000 0.057000 236+95.12 End FS -0.057000 0.057000 237+89.89 Rev. Crown -0.020000 0.020000 238+41.12 Zero Super -0.020000 0.000000 238+92.35 Begin NC -0.020000 -0.020000 271+95.57 End NC -0.020000 -0.020000 272+46.48 Zero Super 0.000000 -0.020000 272+97.39 Rev. Crown 0.020000 -0.020000 273+30.48 Begin FS 0.033000 -0.033000 275+95.62 End FS 0.033000 -0.033000 276+28.71 Rev. Crown 0.020000 -0.020000 276+79.62 Zero Super 0.000000 -0.020000 277+30.53 Begin NC -0.020000 -0.020000 321+93.31 End NC -0.020000 -0.020000 322+44.54 Zero Super 0.000000 -0.020000 322*95.76 Rev. Crown 0.020000 -0.020000 323+90.54 Begin FS 0.057000 •0.057000 325+65.37 End FS 0.057000 -0.057000 326+60.14 Rev. Crown 0.020000 -0.020000 327+11.37 Zero Super 0.000000 -0.020000 327+62.60 Begin NC -0.020000 -0.020000 333*96.82 End NC -0.020000 -0.020000 334+47.82 Zero Super -0.020000 0.000000 334+98.82 Rev. Crown -0.020000 0.020000 335+49.82 Begin FS -0.040000 0.040000 346+30.35 End FS -0.040000 0.040000 346+81.35 Rev. Crown -0.020000 0.020000 347+32.35 Zero Super -0.020000 0.000000 347+83.35 Begin NC -0.020000 -0.020000 353+43.18 End NC -0.020000 -0.020000 353*94,18 Zero Super 0.000000 -0.020000 354+45.18 Rev. Crown 0.020000 -0.020000 355+47.18 Begin FS 0.060000 -0.060000 358+41.01 End FS 0.060000 -0.060000 359+43.01 Rev. Crown 0.020000 -0.020000 360+45.01 Begin NC -0.020000 -0.020000 2 PROJECT N0:90.1ON FILE NAME T:\410599\dgn\020301_ts.dgn HWY: CTH N COUNTY: ST CROIX PLOT DATE 3i17i2011 TYPICAL SECTIONS PLOT BY AYRES-EC PLOT NAME PLOT SCALE 1:2D0 SHEET wISOOTiCADDS SHEET 42 ROUNDING ROUNDING 18' CLEAR ZONE I iFFn R FFRTii I7F 4.35' 1.55' Dr A-� 30'FINISHEO TOP WIDTH POINT REFERRED TO ON PROFILE -.-�-- 0.02% li 0.02% —.... 0,04% -�► �— BASE AGGREGATE �� `—POINT REFERRED TO DENSE �'�-INCH ITYP) ON CROSS SECTIONS 3" HMA PAVEMENT TYPE E-1 2" SALVAGED ASPHALTIC PAVEMENT BASE 6" BASE AGGREGATE DENSE l'/4-INCH 12" SUBBASE FINISHED TYPICAL SECTION CTH BB (RECONSTRUCT) STA 55+00.00 - STA 65+00.00 FINISHED TOP WIDTH -t--- 0.02% BASE AGGREGATE DENSE 3'�-INCH (TYP> POINT REFERRED TO ON PROFILE 0.02% POINT REFERRED TO ON CROSS SECTIONS 0.04% - 3" HMA PAVEMENT TYPE E-i 2" SALVAGED ASPHALTIC PAVEMENT BASE 6" BASE AGGREGATE DENSE Y/-INCH FINISHED TYPICAL SECTION 230TH ST (RECONSTRUCT) STA 33+00.00 - STA 40+00.00 � !B'CLEAR ZONE _ SEED. TEMP. SEED & f 3. 3.72' � SALVAGED TOPSOIL & 4.35' ROUNDING ROUNDING 0.5'{MIN.) & fERTILI2E �4� ROUNDING q;l I �Nu�� � ROUNDING Stotion Type Lett Right 34+61.63 35+12.96 35+64,30 36+66.96 38+00,52 39+03.19 39+54.52 40+05.86 End NC Zero Super Rev. Crown Begin FS End FS Rev. Crown Zero Super Begin NC -0.020000 0.000000 0.020000 0.060000 0.060000 0.020000 0.000000 -0.020000 -0.020000 -0.020000 -0.020000 -0.060000 -0.060000 -0.020000 -0.020000 -0.020000 PROJECT N0:90.1ON FILE t2AME T:\410599\dgn\020301_ts.dgn HWY:CTH N COUNTY: ST CROIX (TYPICAL SECTIONS PLOT DATE 3i17i2011 PLOT BY AYRES-EC PLOT NAME PLOT SCALE 1:200 SHEET WISDOT/CADDS SHEET 42 2 RUNOFF COEFFICIENT TABLE HYDROLOGIC SOIL GROUP A B C D SLOPE RANGE (PERCENT) SLOPE RANGE (PERCENT) SLOPE RANGE (PERCENT) SLOPE RANGE (PERCENT) LAND USE: 0-2 2-6 6& OVER 0-2 2-6 6 !L OVER 0-2 2-6 6 8 OVER 0-2 2-6 6& OVER ROW CROPS .08 .22 .16 .30 .22 .38 .12 .26 .20 .34 .27 .44 .15 .30 .24 .37 ,33 .50 .19 .34 .28 .41 .38 .56 MEDIAN STRIP- TURF .19 .24 .20 .26 .24 .30 .19 .25 .22 ,28 .26 .33 .20 .26 .23 .30 .30 .37 .20 .27 ,25 .32 .30 .40 SIDE SLOPE- TURF .25 .32 .27 .34 .28 ,36 .30 .38 PAVEMENT: ASPHALT .70 - .95 CONCRETE ,80 - .95 BRICK .70 - .80 DRIVES, WALKS ,75 - .85 ROOFS ,75 - .95 GRAVEL ROADS, SHOULDERS .40 - .60 TOTAL PROJECT AREA ACRES TOTAL AREA EXPECTED i0 BE DISTURBED BY CONSTRUCTION ACTIVITIES ACRES ENTRANCE ) C HIGHWAY � ------��ITT 4:1 TAPER `�P 3" ASPHALTIC SURFACE �* 30 � DRIVEWAYS & FIELD ENTRANCES RIGHT-OF-WAY SAWCUT REO'D / EXISTING PAVEMENT `, L=VARIABLE, EXACT LENGTH TO BE DETERMINED IN THE FIELD BY THE ENGINEER. BLEND BACK ON THE ENTRANCE FAR ENOUGH TO GET A SMOOTH PROFILE. D•DRIVEWAY WIDTH D•20'TYP,cPE's A FE's) f12'MIN.-22'MAX.) D•28'TYP.tCE's R FARM ENT.) (24'MIN.-35'MAX.1 PROJECT N0:70.1ON FILE NAME T:\410599\dgn\021001_cd.dgn VAR. HMA PAVEMENT HMA PAVED i-- >>+ 4' �4:1 TAPER FINISHED SHOULDER �o R, M4h'. u EXISTING RADIUS IS TANGENT AT PAVED SHOULDER ENTRANCE EDGE OR 5' MAX. OFF EDGE OF MAIN LINE PAVEMENT WHICH EVER IS LESS. " 3' MAX. OR TO FINISHED SHOULDER WHICH EVER IS LESS. PLAN VIEW RAL DRIVEWAY INTERSECTION DETAIL tPE's. FE's & CE'S) HWY:CTH N COUNTY: ST CROIX PLOT DATE 3i17i2011 C A B C EXISTING C.A.B.C. PULVERIZING & PAVING LIMITS SIDE ROAD _/� a EXISTING ASPHALT PULVERIZING & PAVING LIMITS I ASPHALTIC � � SIDE ROAD I 60� �_ I ---- __._ -____ .a _ _ i `�' Q -�-------------- CTH-N ----------------� DETAIL SHOWING EXISTING MINOR SIDE ROAD INTERSECTION 60' TRANSITION SAWCUT REO'D. 3" HMA PAVEMENT TYPE E-1 EXISTING ASPHALTIC PAVEMENT PULVERIZED EXISTING BASE COURSE SECTION A -A REMOVE MATERIAL UNDER ITEM 'PREPARE FOUNDATION FOR ASPHALTIC PAVING' MATERIAL SHALL NOT BE REMOVED UNDER THIS ITEM UNTIL 24 HOURS BEFORE SIDEROAO PAVING. SAWCUT REO'D. 250' TRANSITION 3" HMA PAVEMENT TYPE E-t EXISTING ASPHALTIC PAVEMENT PULVERIZED EXISTING BASE COURSE TRANSITION DETAIL REMOVE MATERIAL UNDER ITEM 'PREPARE FOUNDATION FOR ASPHALTIC PAVING' MATERIAL SHALL NOT BE REMOVED UNDER THIS ITEM UNTIL 24 HOURS BEFORE PAVING. CONSTRUCTION DETAILS PLOT BY AYRES-EC SHEET 2 PLOT NAME PLOT SCALE 1:200 wISDOTiCADDS SHEET 42 PULVERIZE AND RELAY 3 STATION TO STATION LOCATION SY 104+50 - 356+50 CTH N (WIDENING AREAS) 34589 104+50 - 356+50 CTH N (RECONSTRUCT AREAS) 27570 TOTAL 62159 CORRUGATED METAL PIPE AND APRON ENDWALL3 CULVERT PIPE APRON ENDWALLS 18-INCH 24-INCH 18-INCH 24-INCH STATION LOCATION LF LF EACH EACH 103+00 LT 26 --- 2 --- 108+26 LT 30 --- 2 --- 140+08 LT 34 --- 2 --- 141+05 RT 26 --- 2 --- 195+42 LT 35 --- 2 --- 200+70 LT 25 --- 2 --- 207+69 RT 42 --- 2 --- 208+84 LT 30 --- 2 --- 236+27 LT 44 --- 2 --- 239+45 LT 26 --- 2 --- 239+72 RT 26 --- 2 --- 262+45 LT --- 32 --- 2 264+59 RT --- 30 --- 2 275+23 RT 26 --- 2 --- 294+10 LT --- 30 --- 2 311+33 RT --- 30 --- 2 314+30 RT --- 30 --- 2 317+85 RT 26 --- 2 --- 324+05 RT 26 --- 2 --- 324+95 RT 30 --- 2 --- 334+70 RT 26 --- 2 --- 36+00 RT,230TH ST 30 --- 2 --- 36+00 LT,230TH ST 30 --- 2 --- 62+20 RT, CTH BB 30 --- 2 --- BASE AGGREGATE DENSE SALVAGED 3/4-INCH 1 1/4-INCH ASPHALT BASE LOCATION TON TON CY CTH N (RECONSTRUCT) 3890 16478 1670 CTH N (WIDENING) 2476 12765 --- CTH BB 228 1321 148 230TH ST 162 856 95 SIDEROADS 258 963 --- PE/FE 809 --- --- UNDISTRIBUTED 177 317 --- TOTAL3 8000 32700 1913 NOTE: ADDITIONAL SALVAGED ASPHALT BASE MATERIAL SHOULD BE AVAILABLE FROM RECONSTRUCT SECTIONS IF NEEDED. LOAD SPREADS (WIDENING) - CTH N GRANULAR SUBBASE 59 CY PER 100 FT OR 0.59 CY PER TRI AXLE (12 CY) = 20 FT QUAD AXLE (16 CY) = 27 FI BASE AGGREGATE 29 CY PER 100 FT OR 0.29 CY PER 1 Ft TRI AXLE (12 CY) = 41 FT QUAD AXLE (16 CY) = 55 FT LOAD SPREADS(RECONSTRUCTION) - CTH N GRANULAR SUBBASE TOTALS 568 152 38 10 210 CY PER 100 FT OR 2.10 CY PER 1 FT TRI AXLE 112 CY) = 5.7 FT QUAD AXLE (16 CY) = 7.6 FT BASE AGGREGATE HMA PAVEMENT ITEMS 94 CY PER 100 FT OR 0.94 CY PER 1 FT TRI AXLE (12 CY) = 12.7 FT ASPHALT SURFACE QUAD AXLE (16 CY) = 17 FI HMA PAVEMENT ASPHALTIC MATERIAL DRIVEWAYS AND TYPE E- PG58-28 FIELD ENTRANCES RECYCLED ASPHALT LOCATION TON TON TON 19 CY PER 100 FT OR 0.19 CY PER 1 FT CTH N 11577 695 --- TRIAXLE (12CY) =63FT CTH BB 453 27 _-- QUAD AXLE (16 CY) = 84 FT 230TH ST 291 17 --- SIDEROADS & TAPERS 355 21 --- DRIVEWAYS(6) --- 3 43 TOTALS 12676 763 43 SUBBASE LOCATION CY CTH N (RECONSTRUCT) 19000 CTH N (WIDENING) 13340 CTH BB 1550 UNDISTRIBUTED 1110 TOTAL 35000 13 LOAD SPREADS(RECONSTRUCTION) - CTH BB GRANULAR SUBBASE 193 CY PER 100 FI OR 193 CY PER I FT TRI AXLE (12 CY) = 6.2 FT QUAD AXLE (16 CY) = 8.3 Fr BASE AGGREGATE 85 CY PER 100 FT OR 0.85 CY PER 1 FT TRI AXLE (12 CY) = 14.1 FT QUAD AXLE (16 CY) = 18.8 FT RECYCLED ASPHALT PER 19 ry u�-i60'FI"�1( It 0.19 CY 1 FI TRI AXLE (1�=G�1��3FI` QUAD AXLE (1kCY84 FT, LOAD SPREADS(RECONSTRUCTION) - 230`h STREET BASE AGGREGATE 80 CY PER 100 FT OR 0.80 CY PER 1 FI' TRI AXLE (12 CY) = 15 FT QUAD AXLE (16 CY) = 20 FT RECYCLED ASPHALT 17�Y PER 100 FT OR 0.17 CY PER 1 FT TRI AXLE{12 CY) = 70 ri'_ __ QUAD AXLE{-1-6-C-YJ=zf4 FT PROJECT NO: 70.10N � HWY: CTH N COUNTY: ST CROIX MISCELLANEOUS QUANTITIES SHEET NO: E CULVERT PIPE CORRUGATED STEEL ALUMINUM COATED EROSION MAT AND APRON ENDWALLS FOR CULVERT PIPE ALUMINUM CLASS 1 CLASS 2 CULVERT PIPE APRON ENDWALLS TYPE B TYPE B 18-INCH 24-INCH 30-INCH 36-INCH 42-INCH 18-INCH 24-INCH 30-INCH 36-INCH 42-INCH STATION TO STATION LOCATION SY SY STATION LOCATION LF LF LF LF LF EACH EACH EACH LF LF 110+00 - 111+00 RT 89 --- 126+36 CTH N --- --- 54 --- --- --- --- 2 112+50 113+50 RT 59 --- --- --- 139+50 RT, 220TH ST 100 --- --- --- --- 2 126+00 126+70 RT 51 --- --- --- --- --- 154+41 CTH N --- 58 --- --- --- --- 2 126+36 LT 12 --- 3 176+62 CTH N =__ --- 69 =__ ___ ___ --- _2_ ___ __= 134+15 - 135+00 LT/RT 149 =__ 183+23 CTH N 65 2 138+00 - 139+00 RT 86 191+25 CTH N --- 76 --- --- --- --- 2 --- --- --- 166+50 - 169+40 RT 523 214 39+65 230TH ST --- 90 --- --- --- --- 2 ___ 167+00 - 169+60 LT --- 229 --- --- 198+79 CTH N --- 61 --- --- --- --- 2 176+30 177+30 LT 178 --- 202+99 CTH N --- 76 --- --- --- --- 2 189+30 193+40 RT 369 --- 213+29 CTH N --- 62 --- --- --- --- 2 --- --- --- 193+00 - 194+00 LT --- 91 230+37 CTH N --- 69 --- --- --- --- 2 194+50 199+30 RT 430 --- 245+15 CTH N --- 75 --- --- --- --- 2 198+79 LT 9 --- 258+96 CTH N --- --- --- --- 92 --- --- --- --- 2 202+50 - 203+50 LT 228 --- 271+36 CTH N --- --- --- 95 --- --- --- --- 2 205+00 209+00 RT 300 --- --- 281+30 CTH N --- 74 --- --- --- --- 2 210+50 212+50 LT 291 --- 304+12 CTH N --- 60 --- --- --- --- 2 ___ 215+00 - 217+50 LT 329 178 --- --- - 223+20 237+40 LT 1120 --- TOTALS 100 766 123 95 92 2 22 4 2 2 225+00 - 228+00 LT --- 218 236+60 - 239+00 LT --- 214 239+85 - 242+00 RT --- 191 241+00 - 242+00 LT --- 89 244+50 - 245+70 LT/RT 421 --- CONCRETE CURB & GUTTER SILT FENCE 251+80 LT/RT 14 --- ASPHALTIC FLUMES � 258+00 - 262+00 LT/RT 1634 6-INCH SLOPED 3.6al�NCH TYPE � STATION TO STATION LOCATION LF STATION LOCATION SY '±-- 263+00 - 264+00 LT/RT 178 --- LOCATION LF 115+50 - 120+50 LT 500 265+30 - 268+50 LT/RT 811 484 251+80 LT 7 126+00 - 128+70 LT 400 270+50 - 272+50 LT 632 --- 251+80 RT 7 CTH BB/CTH N (NW QUAD) 64 127+00 - 128+50 RT 250 273+00 - 276+20 RT 245 --- 59+25 LT (CTH BB) 7 CTH BB/CTH N (NE QUAD) 84 130+30 STRUCTURE LT/RT 80 280+50 - 282+50 RT 313 --- 60+65 LT (CTH BB) 7 CTH BB/CTH N (SW QUAD) 85 136+00 - 138+70 RT 270 285+50 - 286+50 RT 155 --- CTH BB/CTH N (SE QUAD) 64 136+00 - 139+00 LT 290 292+00 - 293+00 RT 47 --- TOTAL 28 154+00 - 156+50 LT 260 296+00 - 302+00 RT --- 533 TOTAL 297 161+50 - 166+00 LT 420 304+12 LT 9 --- 307+50 - 310+50 LT 165 --- 170+00 - 187+00 LT 1700 314+50 - 316+50 LT 92 --- 188+50 - 193+50 LT 550 323+00 - 326+15 RT 266 --- 197+50 - 199+50 LT 220 335+15 - 346+65 LT 1020 --- 201+50 - 205+00 LT 370 345+50 - 347+50 RT 100 --- 212+50 - 215+00 RT 270 355+00 - 357+50 RT 226 --- 226+00 - 233+00 RT 720 33+00 - 35+80 LT/RT 485 --- 235+50 - 238+50 RT 330 36+25 - 38+50 RT 198 --- SALVAGED TOPSOIL, MULCHING, FERTILIZER, & SEEDING 243+00 - 249+50 LT 670 39+65 LT 9 --- 254+50 - 259+50 LT 530 58+50 - 59+50 LT 179 --- SALVAGED FERTILIZER SEEDING MIXTURE SEEDING 269+50 - 274+50 LT 530 60+65 LT 7 --- TOPSOIL MULCHING TYPE B NO. 10 NO. 40 TEMPORARY 277+50 - 282+50 RT 560 UNDISTRIBUTED 568 159 LOCATION SY SY CWT LB LB * LB 284+75 - 293+70 RT 900 297+00 - 303+50 LT 650 TOTAL 12000 2600 CTH N 79744 79744 5941.0 1146 170 2546 305+80 - 316+50 LT 1070 230TH ST 3862 3862 265.0 51 8 113 345+50 - 347+50 RT 220 CTH BB 3596 3596 257.0 50 7 110 UNDISTRIBUTED 640 UNDISTRIBUTED --- --- 0.0 63 15 141 TOTALS 12400 TOTALS 87202 67202 6463.0 1310 200 2910 * SEEDING MIXTURE NO. 40 TO BE USED IN URBAN AREAS. PROJECT NO: 70.10N I HWY: CTH N I COUNTY: ST CROIX MISCELLANEOUS QUANTITIES SHEET NO: E 3 GERALD L. SUSSNER F RAC. SW SADDLE CPUBO.SBOXC298X RIDERS 449 HWY 63 S 07-28-16 BALDWIN, WI 54002 BALDWIN, WI 54002 J � STA 103+00, lT SLOPE INTERCEPT -� CONSTRUCT R,E. tAGG! n. STA 108+26, LT _ � REPIACE EXISTING CMP WI H CONSTRUCT F.E. (AGGI ;' � 126'x18" CMP PLUS ENOWAL 8 _ _ _ REPIACE BURIED CMP: WITH ECONSTRUCT WIDEN 30'xl8"'CMP PLUS ENDWALLS ;` � � _ , �� �_ 9140� � .. ,:, � � � � _. __. _ _ „�� `� - _ _ EXISTING 7,66 1 w z J �) w w PROJECT N0:70.1ON FILE NAME T:\410599\dgn\050101_pp,dgn \ICTOR & SHERI L. HARRIS E590 890TH AVENUE DOWING, WI 54734 N 322408.35 E 610117,46 MATCH EXISTING SAWCUT REO'D. HWY: CTH N ,:STA 109+79, RT CONSTRUCT P.E. (AGG) RELOCATE EXISTING 26'x24" CMP AND ENDWALLS TO MATCH NEW DITCH LINE VINCENT A. & CAROLYN D. CERNOHOUS 2113 CTY RD N BALDWIN, WI 54002 J J a a RANDY EVERSON FRAC. NW 385 HWY 63 18-28.16 BALDWIN, WI 54002 COUNTY: ST CROIX PLOT DATE 3i24i2011 PLAN & PROFILE PLOT 8Y AYRES-EC J a CURVE DATA P.I. 114+30.27 N 322380.54 E 611267,39 � 1°38'13" D 0°30'00" T 163.71' L 327,40' E 1.17' R = 11459.16' P.C. 112+66.56 P.T. 115+93.95 S.E. N.C. PLOT NAME RANDY L. & SANDRA L. ROOUETTE 2134 CTY RD N BALDWIN, WI 54002 STA 112+80, LT CONSTRUCT F.E.fAGG! RELOCATE EXISTING 26'x18" CMP AND ENOWALLS TO MATCH NEW DITCH LINE OLD FENCE BURIED IN BRUSH VICTOR & SHERI L. HARRIS ,' E590 890TH AVENUE -�I DOWNING, WI 54734 a f'AYREN R. & KAREN J. COWLES 2125 CTY RD N BALDWIN, WI 54002 PLOT SCALE 1:100 SHEET z � J SW -SE ~ 07-28-16 i NW - NE 18-28-16 I 1095 E wISOOTICAODS SHEET 40 RANDY L. � SANDRA L. ROOUETTE 2134 CTY RD N BALDWIN, WI 54002 STA 116+36, LT CONSTRUCT P,E. (BIT) SAWCUT REO'D. NO CMP B D & T PARTNERSHIP 2061 30TH AVE BALDWIN, WI 54002 SW -SE ' 07-28-16 J a VERY POOR FENCE 2'IN ROW PER CORNER IRON SECTION OF GOOD FENCE SLOPE INTERCEPT __ _ __ __ __ -33'Rw _ _ i.; - � � 116 CURVE DATA OLD FENCE BURIED IN BRUSH P.I. 114+30.27 STA 117+66, RT � STA I15+70, RT NONCMPUCT F,E. lACGI E 6112607 . 39 a CONSTRUCT P,E. cAGC) RELOCATE EXISTING 40'xl8" � = 1°38'13" CMP AND ENDWALLS TO D = 0°30'00" MATCH NEW DITCH LINE J T 163.71 ' a l = 327.40' MYREN R. & KAREN J. COWLES E = 1.17' 2125 CTY RD N R 11459.16' BALDWIN, WI 54002 P,C. 112+66.56 nJW -NE P,T, 115+93.95 1g-28-16 S.E. N.C. B 0 & T PARTNERSHIP 2061 30TH AVE BALDWIN, WI 54002 B D & T PARTNERSHIP 2061 30TH AVE BALDWIN, WI 54002 SE -SE 07-26-16 O O 4o'Rw - WIDEN RECONSTRUC? __ o --- -- a ,_ __ -. _� 128 _ � W Z J '�`^ �' � a n ao � U - {�,n STA 129+59, RT 45'RW °� CONSTRUCT F.E. fAGG) + N NO CMP ti � a w B D & T PARTNERSHIP 2061 30TH AVE BALDWIN, WI 54002 NE -NE 18-28-16 PROJECT N0: 70.ION � HWY: CTH N ' COUNTY: ST CROIX ' PLAN & PROFILE ' SHEET ' E I PILE NAME T:\410599\dgn\050102_pp.dgn � PLOT DATE 3i242011 PLOT 8Y AYRES-EC PLOT NAME PLOT SCALE 1:100 WI500T/CADDS SHEET 40 �� HARVEY R. & MARVELL A. SERIER SW _ SW 2219 CTY RD N BALDWIN, WI 54002 08-28-16 I N O MATCH EXISTING 150'LT OF CTH N I I I DARRYL L. & JULIE A. TERPSTA 424 225TH ST BALDWIN, WI 54002 SE -SW 08-28-16 STA 152+62, RT � N CONSTRUCT P.E.(AGG) NO CMP N a -j HARVEY R. & MARVELL A. SERIER Z HARVEY R. & MARVELL A. SERIER BARRY C. & HEATHER SERIER a 2219 CTY RD N 2219 CTY RD N 5 2150 33RD AVE NW -NW BALDWIN, WI 54002 BALDWIN, WI 54002 BANE-NW LDWIN, WI 54002 17-28-16 17.28-16 I I I SE -SW 08-28-16 SLOPE INTERCEPT DARYL L. & JULIE A. TERPSTRA 424 225TH ST BALDWIN, WI 54002 'i; MATCH EXISTING ( 250'LT OF CTH N I I� NO CMP I ':� ;' I �, I;�'. 55' Rw C' CURVE DATA P.I. 167+66.45 N 322116.08 E 616597.02 0 2°03'27" D 00°30'00" T 205.76' L 411.48' E 1.85' R 11459.16' P.C. 165+60.69 P.T. 169+72.17 S.E. N.C. STA 169+57, RT Le, CONSTRUCT F.E. fAGGI REMOVE TREES AND BRUSH: EXISTING 30'x30' TLE N DARYL L. & JULIE A. TERPSTRA 424 225TH ST SW'SE BALDWIN, WI 54002 pg-28-16 PROPOSED ROW 0.36 ACRES PARCEL "8 5 5 5 AI�V V � i a�'+YY.� � GG '�v �� 51 f•� CURVE DATA P. I . 226+59.72 STA 234+26, LT N 320294 .57 CONSTRUCT P,E. fAGC) JON C. TRINKO C&C FAMILY TRUST C&C FAMILY TRUST I RELOCATE EXISTING 42'x18" 2325 CTY RD N E 622041.38 X BARRY SERIER X BARRY SERIER � CMP TO MATCH NEW DITCH LINE BALDWIN, WI 54002 � = 6°47'04" 2150 33RD AVE 2150 33RD AVE � ADD ENDwALL r0 EAST END 9 D 1°00'00" BALDWIN, wI 54002 "0 BALDWIN, WI 54002 � c+ T = 339.62' ,'� '�� S L = 678.44' �:` � C`,2�- Sf �%�0'x30�TLE �� STA 226+20, LT �"J l <2 �_ E 10.06 ' b '` FAIR PASTURE FENCE - � 1. � CONSTRUCT P.E. fAGC) v � � � fs S� v R 5729.58' ` ti@� GRADE DITCH TO MATCH � y �,r. P.C. 223+20.10 fib, A�'j� EXISTING 18"CMP ENDWALLS N + _ "��_- 4 �� P. T . 229+98.54 � � ✓..-� STA 222*85, LT O 'y + a cam'= �_- �� NiA CONSTRUCT UTILITY � S.E. 2.4X 40'x50`TLE SLOPE INTERCEPT � _�� � ACCESS fAGC) ', N � - �, 7 aD -_ �"" _ " "` O 50' RW NO CMP M � . , 33. RW , . \ ' � - ��= �+..-v``� 32 ' ��, O 00 MATCH AT ROW �. N �COOD FENCE � EXISTING. �+�-_���" --_..-- _- _. '�0 2. Z ,.. 0 61 ,43„ -- ---- - a 0 -. - 222_ _- .- :-' - __ :226 _ _ . ;�' � �.► E �:.---= �- .. - l _._ ..,. -, �' .. _ ,r,r�.._ . _ _ - -- - - - - _: � ._--^- ,.:,. CURVE DATA _ ___ __ _ V SLOPE INTERCEPT '- P,I. 234+73.00 a `� 33'RW ~ 50'Rw N 319901.50 � `t ,` y 45 RW EXISTING `V 20�'1 + tib' STA 223+46, CT E 622754 , 27 CONSTRUCT UTILITY 0 = 21°56'09" ACCESS caGG) a. D 4 ° 30' 00 " No CMP T 277,60' JON C. TRINKO MATCH AT ROw L = 548.39' 2325 CTY RD N � \ E = 26.65' 5 BALDWIN, WI 54002 BETTY E. MONICKEN 477 233RD ST DANE L. & DEBRA L. RASMUSSEN R = 1432.40' ,�� BALDWIN, WI 54002 BALDWIN H WI 54002 P,T, 237+43.80 ,��tD I �:` 2e.16 S.E. 5.7X S`� ��.1 16, 16, r, :,- - � -1 � _ av .�,v. -: .ffi-. - -- - -- - - - - - -- _ __-. _ -. ___ _ --- ---- --..._ ' - --- ---- t - - - - _ t� d_ } ; _ L. .. _ _._ .. _..._ -_ - . - : �.._� . - - - .. __ _. _... .... _. - — _ T i — j _ _ _ --- � ' ,. .� .. _ -. -___ - '-� _. 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(ACGI j�v, s REPLACE EXISTING CMP ENDWA 15g, CMP PLUS v �� �� � Vy SLOPE INTERCEPT 10'x30' TLE + � i �` J�� 45' RW 33' OLD RW •, , _ - _ p � =- ___� y _ — - _ _ n - - `.236 _ _ 38 :. `240 :_242 f - 294 n, w - CTH N S 83°03'S1" E to _.,, __ _ ;_ o � �� �� _ ., �..._ .r----- -- 50' RW 33' OLO RW 45' Rw SLOPE INTERCEPT CURVE DATA STRAW COVERED DISCHARGE BOX 20'x30' TLE FLOWING INTO DITCH LINE AT 30' RT P.I. 234+73.00 TO BE REMOVED BY LANDOWNER N 319901.50 �. PRIOR TO CONSTRUCTION. E 622754.27 � = 21°56'09" STA 239+72,RT D 4 ° 30 ' 00 " H CONSTRUCT P.E. fAGGI T 277.60' DANE L. & DEBRA L. m INsiaLL 26'xle" CMP 5 L = 548.39' SW -NE RASMUSSEN WITH ENDWALLS SCOTT M. & JOAN IVERSON E = 26.65' 16-2g'16 281 HWY 63 2383 CTY RO N ani nwrni uir cnnn� WOODVILLE, WI 54028 SE -NE 16.2g-16 a 5 PROJECT N0: 70.1ON I HWY: CTH N I COUNTY: ST CROIX I PLAN & PROFILE I SHEET I E FILE NAME T:\410599\dgn\050110_pp.dgn PLOT DATE 3i24i2011 PLOT BY AYRES-EC PLOT NAME PLOT SCALE 1:100 WISDOT/CADDS SHEET 40 ROXANNE L. � RANDALL L. & MELANIE J. DURRENCE 369 CTY RD BB WOODVILLE, WI 54028 10 -o P.I. 251+11.68 I' N 319702.80 REMOVE TREES IN ROW JACOB B. & MCABEE 2422 CTY RD N WOODVILLE, WI 54028 JAMES M. & ROXANNE L. LUND 390 CTY RD BB WOODVILIE, WI 54028 5 0 0 �O N Q f- N W 2 J 2 U SE -NW 15-28-16 (FOR BETTER GRADE AND TO ELIMINATE CULVERT, CONTACT LANDOWNER ABOUT MOVING DRIVEWAY TO THE WEST) COOD PASTURE FENCE STA 269+12,LT CONSTRUCT F.E. (AGC) 50'RW REPLACE EXISTING CMP WITH EXISTING 26'x18" CMP PLUS ENDWALLS 33'OLD RW -----r�- JAMES M. & ROXANNE L. L.UND 390 CTY RD BB WOODVILLE. WI 54028 SLOPE INTERCEPT CURVE DATA I P.I. 274+63.14 N 319400.06 E 626719.60 p 4°49'03" D 1°30'00" T 160.67' L 321.16' E 3.38' '' R 3819.72' a STA 275+O6,LT e.i CONSTRUCT F.E.(AGG) P.C. 273+02.47 r tD NO CMP P.T. 276+23.63 Z ti S.E. 3.3�G m N N MARY CASTILLO LEON 2733 40TH AVE WILSON, WI 54027 SW -NE 15-28.16 5 PROJECT N0:70.1ON FILE NAME T:\410599\dgn\050112_pp.dgn HWY: CTH N COUNTY: ST CROIX � PLAN & PROFILE PLOT DATE 3i24i2011 PLOT HY AYRES-EC PLOT NAME PLOT SCALE 1:100 SHEET L WISDOT/CADDS SHEET 40 �S N tik NE MARY CASTILLO LEON \ BRANDON R. LEE 45 E28.16 WILSON 40WI 5 027 Sw ONE WOODVILLETYWI054028 15 28 16 a i _-. NOTE: r STA 294+10, LT mmmmIImIIIsI, uUzmc00+oJ IIIIiIIImIIIIIIdIII,mIIImILIIIIIImIIIIIIIIImIIIIII`IImIIIIIIIIIILIIIIIIIIII,IIIImIIImIIIII�IIIIII.IIIIIII�IIIIIIII�IIIIIIIIIIIIIIIIn IIIIIIIIIIIIIIIIILIIIIIIIIIIIIIIIIIIIIIIII0IIIIIIIIIIIImIIIIIIIIIIIIIIIII�IIIIIIIIIIII1IIIIeIIIIIIIIIIIIIII� II PRESERVE TREES ON BACKSLOPE ; z CONSTRUCT P,E,(AGG) IN PER ORIGINAL 1956 CONVEYANCE 1rn ( REPLACE EXISTING CMP wITII III JI I I II In STA 262+53,LT 30'x24" CMP PLUS ENDWALLS 1II O CONSTRUCT F.E. (AGG) 50' RW + GOOD FENCE �' NO CMP EXISTING RECONSTRUCT WIDEN „r SLOPE INTERCEPT 33'Rw GOOD' FENCE _ II N - - _ EXISTING II ----- `� II I II - - - ��\ � I I -I- I j� jI2­IIIIIIM-LILI-ILLL-.. L,-:II tI-.I r-ILI-ILL,,LLr,ILL,^LIIII a - - - - - - - - - - - - - - r �� -- ------ - -- -------------------- - - - - ��� � '^ O 282 284: . 286 288 290 292 294 z - S 77°47'08". E H m - -- - ._.. - --- --- -- - x - _ a - _,- - - ___ a ---- ---- I -�c»� _---------- - --- � = - -- N _ - _.. - 2 ;. Ln 50' RW Rom" 45' RW 33' OLD RW \\/ O O i SLOPE INTERCEPT + .h a STA 293+88, RT �\ v STA 283+428 FT STA 284+599 RT /p CONSTRUCT P.E. (AGG) CONSTRUCT F,E, (AGG) I CONSTRUCT F.E. (AGG) IIIII I'I S'1'(l,1w f. P.I . 291+08.20 5 5� R CKY R. &DONNA M. LEE N 319051.98 BRANDON R. LEE C 2378 20TH AVE E 628327,60 2484 CTY RD N J \ BALDwIN, WI 54002 WOODVILLE, WI 54028 DISCUSS ELIMINATING ONE OF THE 1�4 SINE E V ENTRANCES WITH THE LANDOWNER SAND AND INSTALLING 26'x18" CMP PLUS NEr ENDWALLS AT THE REMAINING ENTRANCE? III. � 15-28'16IIIIIIIIIIIIIII V£L 350:0(3 .. - --- — - - -- - ' a ' -'- - _. _ a _ � i gg =.._ - - ---- - i__= __..� . - -_- - _-- - - - z � - - -. � _.. 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N •• , ; Q �+ , r ' 280 +50 281 +50 282 +50 283 +50 284 +50 285 +50 286 +50 287 +50 288 +50 289 +50 290 +50 291 +50 292 +50 293 +50 294 +50 295 PROJECT N0: 709ION HWY: CTH N COUNTY: ST CROIX PLAN & PROFILE SHEET E FILE NAME : T:\410599\dgn\050113-pp.dgn PLOT DATE : 3/24/2011 PLOT BY : AYRES-EC PLOT NAME : PLOT SCALE : 1:100 wISDOT/CADOS SHEET 40 G AA itLLrK D (il Z SIn•�. (.� 1 V�S%�,� l Lir> C u�%1,�� S J JA 5' l J �' N STA 305+73,LT SwZa CONSTRUCT P.E. (AGG) SE NE (� 1 V `L 1 l� S 1 1m L+ L d NO CMP 15"ZS016 2 484DON ReRD EN MATCH EXISTING -� L WILLIAM2E. &CJEAN La PEAVEY WOODVILLE, WI 54028 y� j X �µ'� 10O'LT OF CTH N SCOTT D. LARSON v WOODVILLE, WI 54028 1 355 250TH ST to A or�h; 3�Li C ���(u � WOODVILLE, WI 54028 Szs Or'S N -�.� Li.✓✓ /�/� \ ' REMOVE TREES IN ROW louk R 60 R 40' 45' RW 33' RW SLOPE INTERCEPT 40' RW I 33 RW WIN in EXISTING IIn _ 3 EXISTING o+ _ / M v� 296 298 300 302 _ 30 - __3 tA _S 78008'58" E - H— - S 78"24'14" , a 33, RW F- EXISTING SLOPE INTERCEPT 45'RW 4 — I R 40 EXISTING R 60' BRANDON R. LEE I I 2484 CTY RD N NE �/ 1 �q r a r- WOODVILLE, WI 54028 1/ �� Y��{ 0°; 1 P.I. 304+66.65 r�G�.t4v�+ 1 N 318773.01 V s 1 E 629657.10 � BRIAN J. & SHEILA D, GEDATUS WILLIAM E. & JEAN L, PEAVEY 5 2474 30TH AVE 1 2530 CTY RD N 5 NE.SE WOODVILLE, WI 54028 L L+ L d WOODVILLE, WI 54028 28.16 MATCH EXISTING 1 NW -SW 15. I00' RT OF CTH N 16 f ; 1 � 1 2 1 1 1195 I 4 _ . 1195 • ;. .. ___. -_.. _.._- - t 1, _:.' ;. 'i f .--'"--r �".'- �_- , 1190 { r1190 i r 1185 - -- — -- - - _ t -__ - -- -- v -- -- - _ _ r_ R eme u 1180 FINISHED PROFLE — — - 3 pp[ { t c ; 4 1175 I --- - ; - - i _ 1175 -- - _. __� i Afto _ - 1 !-1 -- - _ 1 _ - � t _. 1170 I IL f { ! � EXISTING E �3 � - - 0 - E � i -- - _ 7 , t — t r , 1 s {{ 117 Inn 1165 - — STP AOE12 +EXIn n - - "RE L TI WIT - - ` — ' -----. .. -- `-- C IS NG CMP H 1165 _.. _ 4 ALUMINIZED - - -- - -- _ s� �'X „ � UMINIZ CMP PLUS — - + - i i END ALLS'- - ----- _ - - - -- - aa 1160 1O t rf i �O I •-• t0 : a0 . N ;. tD ; tD O - ' LO t0 , ' O , 11'f , OD N , ib O','.: . O'� 3 Q l0 V l(1 t` M : fn i 1160 M ti Q co ( ;� o ti Ln c v m r- rn m rn ti Q, i c m Ln r r? m .+ .+ rel3 E.-tf� 'iLO N '.Q 'N , '; .� 7 :01 I 00 N 3 .f Q' '� .t` P 10 ;Ol 01 ''ice rt00 00 ,�D ftn i :Q ".M rn IN :'N ,ti i0 `01 cn ,00 I : ao ao ao ti ti r` ti ti ti r- r jj:ti ti ti ,v L LD _�'*'.� 295 +50 296 +50 297 +50 298 +50 299 +50 300 +50 301 +50 302 +50 303 +50 304 +50 305 +50 306 +50 307 +50 308 +50 309 +50 310 PROJECT N0: 70.1ON HWY: CTH N COUNTY: ST CROIX PLAN & PROFILE SHEET E FILE NAME T:\410599\dgn\050114_pp.dgn PLOT DATE 3124 12011 PLOT BY AYRES-EC PLOT NAME PLOT SCALE 1:100 WISDOT/CADDS SHEET 40 lA'28 `�1 WILLIAM E, & JEAN L. PEAVEY 2530 CTY RD N WOODVILLE, WI 54028 1�4 LIN — u LT WILLIAM E. & JEAN L. PEAVEY l �J STA 320+85,LT STA CONSTRUCT F.E V CONSTRUCT F.E. STA 317+85, LT .CONSTRUCT P.E. IAGG) 0 2530 CTY RD N CONSTRUCT TRAIL ,r—t NO CMP PROTECT MOUND SYSTEM LO WOODVILLE, WI 54028 DISCUSS TREE REMOVAL coop FENCE STA 312+25, LT GOOD/FAIR PASTURE FENCE SLOPE INTERCEPT 0 FOR LARGE TREES 3O' TO 32' CONSTRUCT F.E. A 45'RW ) ;,,FROM WITH LANDOWNER EXISTING N O 33, RW yJ X3' RW O EXISTING - -- — - - O +LnmmoV _ — — \ice�, ,?�y .. — — — — — - - -- r Vol �._— .: — --- -- -- — - — - -._ t ° % - ..322-__..-_-_ - 324 0 — 312:.__ _ ...... --314_ _.. - -- - —31fi-- - -3_ - - to w S 78024,14" E _,_. -, _ CTH-N _ ---- _ - - _ - - w .. - La z _ _ _- t None on 7.11 moms wmms mmi ( 33' RW c i 44 45'Rwy' I CURVE DATA rn EXISTING + 06OR FENCErn a EXISTING a tool SLOPE INTERCEPT Pe It 324+78.36 FAIR/POOR FENCE STA 311+33, RT I a N 318368 .63 ° a CONSTRUCT P.E.(AGG) ! P REPLACE EXISTING CMP WITH STA 314+30, RT STA 317+85, RT E 631627 . 75 30'x24" CMP PLUS ENDWALLS CONSTRUCT F.E. (AGG) CONSTRUCT TRAIL r = 10°53' 15" STA 322+71, RT STA CONSTRUCT , .E INSTALL WALLS" CMP REPLACE EXISTING CMP WITH CONSTRUCT F.E. (AGG) REPLACE EXISTING CMP WITH 1 D 4°00'00" CONSTRUCT P.E.(AGG) WITH ENDWALLS 26'x18" CMP PLUS ENDWALLS NO CMP ROBERT T. BLEDSOE T = 136.50' 26'xl8" CMP PLUS ENDWALLS 2509 CTY RD N WOODVILLE, WI 54028 N,�-sw L 272.19' WILLIAM E. & JEAN L. PEAVEY HELGESON FAMILY TRUST 14-2a'16 WILLIAM E. & JEAN L, PEAVEY R 1432.40' 2530 CTY RD N 14'Em 2530 CTY RD N 2530 CTY RD N P.C. 323+41.86 WOODVILLE, WI 54028 lA 2ae16 WOODVILLE, WI 54028 WILLIAM E. & JEAN L. 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Q , Q' 1 W � 01 If• ,z'. Q - Q1,—. rtD 0114 to ..? r :..: } ' _; : ;. „;: , a0 :. % 01 .. 10 rrl v : r` , ; O r• r` 00 Ol N i\ N '? OD Q� T ;; ¢ ap -' r• N ,F1 t� Ln ._ tD to • LO S t0 : N v ' ;. t Q• <rn f N -.. F ^ .-7 O , m > a0 t` ` r- ' L to tD to Lo 33 to `.w to =;ggto tD to tc ti r� �r r ti =°r` r- r ;`"t6 Ln 1. ;.. 1 P.. to �.to to tD tD to .. 0-. t,3 In �tn to �tn �atn to Our Ln �ur ui u� '. .. 3 + _.. ._ ._ .. _� ..ice � '• 10 50 311 +50 312 +50 313 +50 314 +50 315 +50 316 +50 317 +50 318 +50 319 +50 320 +50 321 +50 322 +50 323 +50 324 +50 325 COUNTY. ST CROIX PLAN & PROFILE SHEET E PROJECT N0: 70.10N HWY:CTH N FILE NAME T:\410599\dgn\050115_pp.dgn PLOT DATE 3/24/2011 PLOT BY AYRES-EC PLOT NAME PLOT SCALE 1:100 WISD07/CADOS SHEET 40 5 CURVE DATA ALICE W. BERTELSON N CURVE DATA 2582 CTY RD N P.I. 340+97,90 •WOODVILLE, WI 54028 P.I. 324+78.36 N 317748.97 N 318368.63 E 633124,94 E 631627.75 WILLIAM E. & JEAN L. PEAVEY � TIMOTHY J. R REGINA A. RENS � 10°53'15" 2530 CTY RD N a 2556 CTY RD N D 2?008005 WOODVILLE, WI 54028 WOODVILLE, WI 54028 D 4°00'00" fir, T 582.09' T 136.50' 2 L 1148.55' '-p L 272.19' w � E 58.54' STA 333+55,LT •� E 6.46' ` S CONSTRUCT P.E.(AGG) R 2864.79' R 1432.40' N` 2$-16 CRADE DITCH TO MATCH S� P.C. 335+15.81 P.C. 323+41.86 lA- EXISTING 18"CMP ENDWALLS Nw.2$-16 P.T. 346+64,36 ; P.T. 326+14.05 \ 1 S.E. 4,OX � S.E. 5.7X COOD/FAIR FENCE � SLOPE INTERCEPT 45'RW � ' � � � `` r_ � EXISTING � _, _ _ r �- ^ " ----- ; r__ �- --------^-----_---- M rn ^ � a: _ � m 326 330 - 338- _ a _ 328 - 32 334 336 -.. a o a _ - S 67°30'59" E CTH N _- c _ _ � �r - n� _ ----------------�---- - ---------- ---------------- _--------- -'� CE ' POOR O � ".-�:.-- _ `" -` ---------- —� FEN �,_ - o v � FAIR/POOR FENCE J O + FAIR/POOR FENCE SLOPE INTERCEPT EXISTNG I '-a ALICE W. BERTELSON VERY POOR FENCE WHITE WOOD FENCE 2582 CTY RD N � STA 334+70, RT WOODVILLE. WI 54028 a STA 324+95, RT CONSTRUCT P.E. fAGGI CONSTRUCT F.E.IAGGI ` REPLACE EXISTING CMP WITH REPLACE EXISTING CMP WITH 26'x18" CMP PLUS ENDWALLS -p 30'x18" CMP PLUS ENDWALLS WILLIAM E. & JEAN L. PEAVEY �� HELGESON FAMILY TRUST 2530 CTY RD N MIGUEL2559&CT�ERD NANCHEZ 2530 CTY RD N WOODVILLE, WI 54028 WOODVILLE, WI 54028 WOODVILLE, WI 54028 - _- E �, � --- - -.-- --- - - __ _ - _... - - - --1 j--- _ _ h- _-._�_ _ . _ � ::_ _ _ _ _ �: _ _ . _ _ - --- -' - - -- -- '- - -- s-- — —1-- -- € _ i }} l: � , . _ _ � _ � -.-- - - � t --�- �-- -- - (- - 1- -- �- r - - l- - -- - --- G 1 _, - E i �� _ _ _ > --__. _ ..... _. - - _ - - t s-- - �_ _. � , � _ ' i _ � ...__ -.. .- -. - .- -. .. _ _ -. _ _ _ _ _- .. ---- -- _ - -- ,_ . ___ T _ --�_-1--- --- - - ----� - - . - -_�-.- - - -- � -- - _ _ 1 _ _ � - -- -� - f- -- ---�-_ _.. --� -� - - - ---- - � -�:. � _-! 1150 - � _ � _ � �-1 _ � _ �- - - - -_ _ � -. �..__ i i ; . _._. � ��= - .__ .. .. -. ,.-. _._ _. .. - �.�- - y—_ ._- _ r i �+� � 3 ... �.. g - 5-- - , t � .� .. - - __. 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N � Qi : V' N y. fit j :.: if7 1� t0 "ti ' 'Q1 � ,01 � IM ._;a0 i SQ 3 ;O 1. 111 , SaO :;PN E �l0 -.O� 401 .;.N � :u'1 ! >M V :i:.a0 :a!'1 M � •.{Q, �D I N �':: t!'1 rV' l.M � N ,N '.:O ',IO ,:z Oi Ol ia0 ;O 4,ti '#ti ,��p U'1 hl(j ;°Q 1 ':'pi _. SaO 3f0 'i!1 V !M ; ,p :'. Q� ;. 11'1 i U'1 ; 3 � I � , 3 {(� � I - . Q1 y, Q, . r � N � O i 5 M .n M ` f�'1 - ''. Ul i u'1 g Q Q V' - V ! V '> a' . Q Q r Q :g Q ` V' V ' V % M '- f�1 M ' M ', N ,, I ; � � -- � f I 2'+ 3 jj I i , `t S { .-+ � .-. E i 325 +50 326 +50 327 +50 328 +50 329 +50 330 +50 331 +50 332 +50 333 +50 334 +50 335 +50 336 +50 337 +50 338 +50 339 +50 340 PROJECT N0: 70.1ON HWY:CTH N COUNTY: ST CROIX PLAN & PROFILE SHEET E FILE NAME T:\410599\dgn\050116_pp.dgn PLOT DATE 3i24i2011 PLOT BY AYRES-EC PLOT NAME PLOT SCALE 1:100 WISDOT/CA005 SHEET 40 5 ALICE W. BERTELSON I 2582 CTY RD N I WOODVILLE, WI 54028 ALICE W. BERTELSON 2582 CTY RD N WOODVILLE, WI 54028 0 0 M�I STA 346+86,LT eI CONSTRUCT F.E. tAGG) NO CMP STA 348+65,1T CONSTRUCT P.E. (BIT) $AWCUT REO'0. �,n ruo 5 362 s �- - - -- �. ALICE W. BERTELSON \ 2582 CTY RD N WOODVILIE, WI 54028 \ ` GARY A. & KATHERINE CARBON 337 CTY RD B �'�, WOODVIILE, WI 54028 SLOPE INTERCEPT � > � 33' RW ' C� EXISTING � ... _ �- �_ N ��CONS�RV _ 358 360 NZ�E `, �,,....,r� - �. 5 PROJECT N0: 70.1ON I HWY:CTH N � COUNTY; ST CROIX I PLAN & PROFILE - CTH BB I SHEET I E I FILE NAME T:\410599\dgn\050121_pp.dgn PLOT DATE 3i24i2011 PLOT BY AYRES-EC PLOT NAME PLOT SCALE 1:100 W�SDOT/CADDS SHEET 40