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Home My WebLink About2004 70.02U1.pdfSTANDARD SYMBOLS Sip TRAFFIC FLOW x N EXISTING PROPOSED 'NATERVAIV EQUATION STATION CENTERLINE 0 ® .-.---------'--------------- E EXISTING PROPOSED CURB STOP ---------------------------- EXISTING ROAD SURFACE PROPERTY LINE PROPOSEDMANHOLE ---------- . EXISTING SURVEY LINE CULVRT CONTROL CABINET _ EX. SAN. MANHOLE PROPOSED Y CULVERT — HANDICAP ---------------------------- 1 EX. STORM MANHOLE H MAILBOX ® I ....................: EYISTING PROPOSED CEMETERY R/W MONUMENT CATCH BASIN OR INLET EXISTING PROPOSED BENCHMARKION CORNER LOCATION CLEANOUT - 1 POST SIGN COMBUSTIBLE FLUID TELEPHONE FED 2 POST SIGN _0-0—_0_ , ABOVEGROUND STORAGE TANK SILT FENCE TRAFFIC SIGNAL '- (SLOPE TOE) ^ IRON R00 MARSH SLT FENCE (DITCH CHECK) .� ,(. TREE LINE STONEWALL pJr x} RAILROAD TRACKS SECTION CORNER IO BARBED WIRE FENCE �GUARORAIL SHORELINE CHAINLINK FENCE BRIDGE RETAINING WALL c— UTILITY POLE WOODEN FENCE DRILL HOLE — T` -T --- _ GUY WARE ANCHOR - UTILITY LINE WITH TEXT IRON�PIPE (SIZE) STM-STORM SEWER (i (SIZE) SAN-SANITARY SEWER ELECTRIC PEDESTAL =' TV -CABLE TELEVISION CONTROL POINT E-ELECTRIC LIGHT POLE T=TELEPHONE TEST PIT G=GAS (SIZE) W=WATER CABLE TV PEDESTAL G SAN PIEZOMETER PROPOSED SANITARY SEWER CONIFEROUS TREE MONITORING/WATER WELL STM PROPOSED STORM SEWER ------ -.... BOO ---- �1 EXISTING CONTOURS -. PROPOSED WATERMAIN DECIDUOUS TREE PROPOSED CONTOURS 'Y � ✓1 PROPOSED FORCEMAIN ANY STUMP SHRUB —RLW_ _ EXISTING RIGHT OF WAY R/W PROPOSED RIGHT OF WAY i ROAD RECONSTRUCTION C.T.H. U (S.T.H. 35 -COULEE TR.) JOB #70.02Ul LOCATION MAP PRoTIEcT LFEII4 6-rk 2. 0 7 Inr. . C. "1Nw. .iel eLoom i. WISCONSIN ST. CROIX COUNTY END PROJECT ST9 1-70 +a0 BEGIN PROJECT STIR (PO f co8. S UTILITIES CROIX ELECTRIC CO —CAP '5 RIDGEWAY ST, VIPIIND, WIS. 54015 _E, <7I5)--796--7000 'N. CARRY GILBERTSON ki SBC — (AMERITECH) 304 SOUTH DEWEY ST, EAU CLAIRE, W€S. 54701 TEI, (715) 839-5565 ATTN, RICK PODOLAK P,r VI_�Fa� L — o5-- 05_ 7 A2 ST. CROIX COUNTY TIM E. RAMBERG, HWY COMMISSIONER 1150 DAVIS STREET HAMMOND, WI 54015 (715) 796-2227 SHEET INDEX SHEET SHEET DESCRIPTION 1 TITLE SHEET 2 INDEX SHEET 3 TYPICAL SECTIONS SHEET 4 SUPER ELEVATIONS 5 DETAILS SHEET 6 — 11 EROSION CONTROL 12 — 14 QUANTITY SHEETS 15 — 33 PLAN & PROFILE SHEETS 34 — 75 CROSS SECTIONS JOB NO. S1245-040 BOOK NO. DRAWN BY JJS CHECKED BY MCS DATE JAN. 2004 REVISIONS JUNE 2004 REFERENCE FlLE SO40_BASE3 .dwg DRAWING FILE SO4O_ttI.dwg i1 Z Ld p _j F— U -Dp w v = X = Lf) I— LLJ (. -i U = I— N V SHEET NO. 1 OF 75 MA TCH 2890 28 28( RHO L 1� I I l I� i� I� I li i� ICI III! o -�; 20 I CP 19 J 19 C-Pi 0 395 i 1 394 CHAPMAN RD. C - -4268 i CP 21. �l 4363 30 15,012 � \ 4469 --- 1 3 ° 3-- 15014. - 1II531 \ 1641 ou 31 - 788 , CP 5T 6 CP 4 1 CP 100 I I �� \ \ 867 29 \ CP 200 0 n CP 3553 28 \ CP 201 CP 211 CP '3552 iLL CP 213 3554 C 03 CP 204 Q° 2 7,- P 202 89�1 CP 7 26 207 4935 16 15 CONTROL FOR C.T.H "U" PNT NORTHING EASTING ELEV. 2 325905.243 541388.521 1046.88 3 325276.726 541382.335 1048.55 4 324671.688 541395.285 1019.82 5 324702.524 541986.047 1033.26 6 324477.897 542650.897 1002.22 7 323358.569 543189.907 992.92 8 322762.103 543162.547 992.39 9 320595.320 543343.744 989.47 10 319292.166 543041.499 1014.63 11 318497.951 54326 7.923 1007.11 12 317073.516 544016.242 970.19 17 315157.894 543999.046 937.44 18 317620.994 543695.005 982.04 19 319736.532 543065.443 1010.80 20 321162.217 543298.249 968.74 100 324418.150 541551.980 1046.72 200 324114.125 542083.258 1045.06 201 323906.036 542228.920 1072.92 202 323685.990 542061.727 1022.90 203 323555.760 542317.844 1062.47 204 323329.439 542542.977 1046.26 207 323251.778 542687.062 1026.44 208 322335.399 542736.017 1042.79 209 322781.345 542379.602 1017.43 210 322166.356 542939.614 1029.91 211 323800.395 542588.721 1051.11 212 323064.424 541865.866 1045.22 213 323734.589 541729.745 1038.36 214 323612.533 541685.815 1027.89 215 322802.640 542274.923 1017.99 394 315256.889 543002.597 943.39 395 315257.287 542936.698 944.31 2260 316892.147 543992.939 968.76 2306 317074.172 543962.973 971.10 2498 317627.279 543677.660 982.79 2801 319302.893 543031.165 1013.12 2804 319302.911 542930.869 1016.63 2881 319699.919 543013.247 1012.02 2882 319700.035 542996.224 1016.26 2890 320046.604 543075.009 1013.19 2891 320042.500 543090.580 1009.80 2973 320494.669 543265.421 995.99 2989 320631.522 543255.015 1007.05 3552 323835.385 542966.260 993.01 3553 324084.129 542869.733 995.97 3554 323531,044 543164.689 986.38 4268 326148,234 541363.113 1039.75 4363 325510.264 541357.825 1042.83 4469 324951.990 541343.484 1040.81 4644 324726.697 541800.832 1031.46 4664 324718.879 541972.603 1031.85 4788 324584.952 542467.110 1007.72 4867 324429.297 542661.169 997.63 4935 317074.749 544034.890 969.70 8911 323473.213 543014.387 1045.13 10231 315219.431 542026.601 955.80 12531 324949.904 541412.168 - 15012 324986.641 541447.888 1040.10 15013 324947.755 541455.033 1035.04 15014 324899.681 541363.233 1031.66 CP -2 0 CONSTRUCTION NOTES 1. NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT THE PRIOR APPROVAL OF THE ENGINEER. '. 2. UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION ONLY. 2989 �� CONTRACTOR SHALL NOTIFY UTILITIES AND HAVE ALL UTILITIES LOCATED PRIOR TO EXCAVATION JOB NO. S1245-040 BOOK NO. DRANK BY JJS CHECKED BY MCS DATE FEB 2002 REVISIONS JUNE 2004 REFERENCE FILE SO40-BASE3.DWG DRANING FILE S040_INO.dwg z ~ W W � U pw U = N X I X ULnZ W U =- ' 'i 3. WHEN THE QUANITY OF THE ITEMS OF BASE OR SURFACE COURSE IS MEASURED SHEET NO. 2973 FOR PAYMENT BY THE TON, THE DEPTH OF THICKNESS OF THE COURSE n �JA T/+L/ ( SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL THICKNESS WILL IV� lv/7 DEPEND ON THE DISTRUBUTION OF MATERIAL AS DIRECTED BY THE ENGINEER 2 �F 75 jj; WITH THE WISCONCSIN CONSTRUCTION SITE BEST MANAGEMENT PRACTICES HANDBOOK. EXISTING GROUND EXISTING GROUND EXISTING GROUND CLEAR ZONE 0.5' Mom, , . 3L 0.5' CLEAR ZONE .3- 7 2: 7 M �' 1 0.5' qk CLEAR ZONE 1• 1. .04'/• .02'/• 6" CRUSHED AGGREGATE BASE COURSE (TYP.) CRUSHED AGGREGATE SHOULDER (TYP.) 12" GRANULAR SUBBASE COURSE (TYP.) 3 1/2" ASPHALTIC CONCRETE PAVEMENT, TYPE E-1 (1-3/4" UPPER LAYER) (BY OTHERS) (1-3/4" LOWER LAYER) (BY OTHERS) PULVERIZED AND RELAY EXISTING BASE AND SURFACE FINISHED TYPICAL SECTION (BY OTHERS FOLLOWING WIDENING) PULVERIZING & WIDENING ALONG CURRENT CTH U STA 60+68 — 122+50 6' 12' 12' 6' 3.48' 4.35' .04'/, .02'/, .02'/, 77, CRUSHED AGGREGATE SHOULDER (TYP.) 3 1/2" ASPHALTIC CONCRETE PAVEMENT, TYPE E-1 (1-3/4" UPPER LAYER) (BY OTHERS) — 12" GRANULAR SUBBASE COURSE (1-3/4" LOWER LAYER) (BY OTHERS) 2" SALVAGED ASPHALTIC PAVEMENT BASE FROM OBLITERATED ROAD 6" CRUSHED AGGREGATE BASE COURSE FINISHED TYPICAL SECTION RECONSTRUCTION AREAS — CTH U STA 122+ 50 — 170+ 00 18' CLEAR ZONE 3' 12' 12' 3' ti 3" ASPHALTIC CONCRETE PAVEMENT, TYPE E-1 (1-1/2" UPPER LAYER) (BY OTHERS) CRUSHED AGGREGATE SHOULDER (TYP.) (1-1/2" LOWER LAYER) (BY OTHERS) 12" GRANULAR SUBBASE COURSE 2" SALVAGED ASPHALTIC PAVEMENT BASE FROM OBLITERATED ROAD 6" CRUSHED AGGREGATE BASE COURSE FINISHED TYPICAL SECTION RECONSTRUCTION AREAS — COULEE TRAIL STA 311+02 — 316+16 28- 30' 2-3 12' 12' 2-3' .04'/, .02'/, .02'/• 04� EXISTING TYPICAL SECTION CTH U 12' ( 12' ' 3' 7 3.7 EXISTING GROUND EXISTING GROUND EXISTING GROUND JOB NO. 51245-040 BOOK NO. DRANK BY BJM CHECKED BY MCS DATE AUGUST 2003 REVISIONS JUNE 2004 REFERENCE FILE S040-BASE3.dwg DRAWING FILE S040-TYP.dW ^+ o ^ > P T n u U 'r NQ h h 4 p3 O ; 0 bU Q3 0 H"m a `c4 E= o� vv �r o a` 0 va ° 0UIHS F— Of W z F- LLJ LLI 1n O LEI -1 v) U = O O U - x _ I— 0 I Ln w V) ro —1 U Q 2 U_ i � v F- SHEET NO. 3 OF 75 0) 0 r T = 192 L = 144 f.48 96 +0.06 +0.04 RI 0.02 --- oY U -0.02 - 0.04 -0.06 d d d m g g n N + e n F F 1d, F F Vl O yl IA VI a T = 177.5 L = 129.5 86.33-- -43.1 +0,054 1 04 3 +0.o ( - U -0 02 -0.04 -0 054 d M M m M N h GO + + VI VI Vl � VI a T = 151 L = 103 68.67 34.33 CURVE 1 T = 192 L = 144 96 48 +0.06 --- +0.04 +0 02 T 0 4 - V -0 02 -0.06 m rn rn m m m n + GOD m w m m f r r VI IA O N N a CURVE 3 T = 177.5 L = 129. f43.1 � 86.33 +0 054 +0. 04 +o.G2 T o U 02 -0 04 -0 -0.054 ^ ^ n n 0 0 ad O K o m N + O a CURVE 5 +0.043 NS z +O.u< O F U -0. 02 -0.043 �E T = 151 L= 103 f3�433 68.67 +0.04 0.02 oT 4 U -0.02 -0.043 <,EF T = 169.5 L = 121.5 81 ----40. +ao=0s I O:04 +0.02 o V -0. 02 _ Ri -0 0505 CURVE 2 T = 169.5 L = 121.5 f4�0� . 8117 +0.0505 +0.04 +0.02 0 U -0.02 -0.04 S -0.0505 N N N -q O 0 O n m O e o n "� + m a + + M M m m O N M d r Q r r r r VI VI r N r N r N N r N N N N m a T = 182 L = 134 88.34 45.66 +0.056 +0. 04 RI +0.02 0 F U -0.02 -0.04 TEFT - 0,056 M A ,6 b M + a T = 151 r68 L = 103 .67 34.33 CURVE 4 T = 182 L = 134 45.66 88.34 7 +0.056 04T +0 +0.02 o � -0.04 -0.056 a ^ O v a a GV h � n IU n N 1� � m OI OI a CURVE 5 +0.04 3 . 0.02 o U -0 02 -- -0.043 Rl� 03 T = 151 L = 1 P34.33 68.67 +G.G4 +0.02 o f U -0 02 -C.043 R\GN m � m m � m O � O N ry N N b N GOO GOD GOO �01 Gd O Ycm1 T O+ d+ O+I + + NM + } ID 1+0 + 1p m M O + + + N Ip m Ul Ill N O N ry N d d N r r a la- 110 N r r r la- In N N N la- N In la- N O N VI VI N 1/i N N N V1 O O a a a a JOB NO. S1245-040 BOOK NO. DRAWN BY EOE CHECKED BY MOS DATE JAN. 2004 REMSIONS REFERENCE FILE DRAWING FILE SO40-DETZING ^E I QO pe IryGl MnnOj� rydNQ ev �s E � CY u� 6.21 a c� E= ac �N O `v o� a ` O a Mo. �v _o 2 mD r� Z F- ~ O W W J U �o X �- I O " In otf ) SHEET NO. 4 OF 75 z 0 JOB No. S1245-039 BOOK NO. DRAWN BY EDE CHECKED BY MCS DATE JULY 2004 REVISIONS REFERENCE FILE PRECAST PANELS TO BE DRAWING FILE DOWELLED INTO MODIFIED S040-DET,DWG WKIGWAI I c USE 5 1 DOWELLS @ l'-O" D.C. EMBED l'-O" INTO WINGWALLS WIDTH = E+B'± <" EXISTING BOX 44 au TYP 1.4 40 ocw�-D C�l HEAVY RIPRAP 0 C; -CO3 RIPRAP THICKNESS (a no PRECAST CONC. PANELS mo 'o'_ To BE DESIGNED BY SUPPLIER MIN. 1' C- VAR. OVERLAP 0 S� 601) Q� NP #5 CONCRETE MASONARY (TYPICAL) C:�) ANCHORS, TYPE "L" @ 12" O.C. EACH FACE no n EMBED 15" #5 CONCRETE MASONARY W, L J ANCHORS, TYPE 1" c:::> ' C�::) oc��CI<:::D q(T 0(:::D NOTE: PLACE RIPRAP ON TYPE "HR" GEOTEXTILE FABRIC. 4' 4' TYP. TYP. 0 2' MIN. (3-1 -1 -'k #4 BARS @ EXISTING WING WALL m F 12" O.C. EACH FACE 00� 0 LLJ m two WING WALL SECTION TYPE "HR" GEOTEXTILE FABRIC u0 (TYP) X TYPICAL PLACEMENT OF RIPRAP BOX CULVERT EXTENSION AT CULVERT DISCHARGE 0 ry to NO SCALE NO SCALE 0 F-: CI6 C/) .STA — SHEET NO. 5 OF 75 z JOB NO. S1245-040 BOOK NO. DRAWN BY EOE CHECKED BY MCS DATE JULY 2004 REVISIONS REFERENCE FILE SO40_BASE3.DWG DRAWING FILE S040_PP2.DWG Z J D O O ry U z z 0 _X = c) F- z p U O U ry LLJ V I SHEET NO. 6 OF 75 z _=a JOB NO. S1245-040 BOOK NO. DRAWN BY EOE CHECKED BY MCS DATE JULY 2004 REVISIONS REFERENCE FILE SO40-BASE3.DWG DRAWING FILE SO40_PP2.DWG Z J O O ry U o X = C) Z p U O_ ry Q U ry w V I SHEET NO. 7 - 75 � I LEGEND I ® TEMPORARY DITCH CHECKS W —� SILT FENCE y, TURF REINFORCEMENT MAT \ EROSION MAT \ CLASS I. TYPE B ' — - =_ r— Y_ '— t C.T.H. U rib r \ v __:. is �\• \. o /rr% JOB NO. S1245-040 BOOK NO. DRAWN BY EDE CHECKED BY MCS DATE JULY 2004 REMSIONS REFERENCE FILE SO40_BASE3.DWG DRAWING FILE SO40_PP2.DWG F- Z J o O � U = z 0 X = (-) Z p U O ry O U of LLJ SHEET NO. I'- „� �:... �-. --�« 'ate- .y..• ®.:':r.. 4 OF 75 / / LD / C== TEMPORARY DITCH CHECKS / -----^-- SILT FENCE / TURF REINFORCEMENT / MAT / / cnosow MAT / nLxxs /, r,ps oLEM .......... ---- ----a°°-----------a�°— �12-12.0_ --'--.--'-_' ` ` ~'_---- - —.- W.,-- _ —.— —. ---- r � � IN N SHEET 140. LEGEND'/ ® TEMPORARY DITCH CHECKS SILT FENCE TURF REINFORCEMENT MAT EROSION MAT CLASS I, TYPE B ...... —------------------------------------- —— -- ...... — 1 \\ \\��\ — C. T.H. U — • I.i.. 1.3+00 uwoo ul.00 1.1.00 -A 1.9.00 I50.00 `. v ".T�v_.—._._.—._._._._.._._._._._._.—.—._._._._.—.—._.—...— v v w, �.— — - — ------- ---77 .---.---.—.—.� -----. \\\'�-------------------------------------------- ".0 ISIa00 i3w00 T.H. v `v yv v � vv y vvAv \\ A v A \`\ \xN\\ \ \ JOB NO. S1245-040 BOOK NO. DRANK BY EOE CHECKED BY MCS DATE JULY 2004 REVISIONS REFERENCE FILE S040-BASEI DWG ORANING FILE SO40-PP2.DWG Z ::) O o U D z O X = (-) F- z 0 U O L.L � U 0 w c) SHEET N0. 10OF75 Z LEGEND ® TEMPORARY DITCH CHECKS SILT FENCE I 1 r ' TURF REINFORCEMENT MAT / EROSION MAT CLASS 1, TYPE 8 I Ii II I 1 1 \W 1 W 0 O p 1. 1 END RECONSTRUCTION b END PROJECT p STA. 170+00 �' — t_ I ^� T � \ ` t6�+CJ I68r00 169 W 1+ -Z 3 C. T. H. U JOB NO. S1245-040 BOOK NO. DRAWN BY EOE CHECKED BY MCS DATE JULY 2004 REVISIONS REFERENCE FILE SO40_BASE3.DWG DRAWING FILE SO40_PP2.DWG J O o ry U o X _ u z p U O N U ry W SHEET NO. 11 OF 75 CD cu co z CULVERT PIPE STATION 18" LOCATION L.F. CURROGATED STEEL CULVERT PIPE DIAMETER 24" 30" L.F. L.F. EACH STEEL APRON ENDWALLS FOR CULVERT PIPE 18" 24" 30" EACH EACH 36X22" EACH RIP RAP C.Y. 78+64.7 LT. - - - - - - 2 - 80+15.1 RT. - 30 - - 2 - - - 84+88.1 LT. - 28 - - 2 - - - 95+01.9 LT. tRi XSL - - 2 - - - - 102+85.6 C-L - 58 - - 2 - - 8 113+90 C-L - 76 - - 2 - - 8 119+19 C-L - 75 - - 2 - - 8 138+91.6 LT. 42 - - 2 - - - 8 161+00 C-L - 52 - - 2 - - 8 163+35 C-L - - 160 - - 2 - 10 301+00.4 LT. 22 - - 2 - - - - TOTALS X 319 160 6 12 2 2 42 ;iTA "18Ic (04 W,lco 30` 163`0ILIV r-m10 w41* l;Npw Au. � REMOVE SMALL PIPE CULVERTS STATION LOCATION EACH 80+15.1 RT. 1 84+88.1 LT. 1 95+01.9 LT. 1 102+85.6 C-L 1 113+90 C-L 1 119+19 C-L 1 163+54.7 RT. 1 301+00.4 LT. 1 PROJECT TOTALS 8 CULVERT PIPE SALVAGED 36"X22" STATION LOCATION LF 78+64.7 LT. 30 PROJECT TOTALS 30 MISCELLANEOUS QUANTITIES SALVAGED TOPSOIL SALVAGED TOPSOIL STATION TO STATION S.Y. 60+69 103+00 16,240 103+00 131+00 13,832 163+50 170+00 3449 311+00 316+00 1418 PROJECT TOTALS 34,939 SEED. MULCH, AND FERTILIZE STATION TO STATION TOPSOIL S.Y MULCH S.Y. FERTILIZER CWT. SEEDING(#20) LBS. 60+69 103+00 - 16,240 10.2 438 103+00 131+00 - 13,832 8.7 374 131+00 163+50 18,000 27.580 17.4 745 163+50 170+00 - 3449 2.2 93 311+00 316+00 - 1418 0.9 38 PROJECT TOTALS 18,000 62.519 39.4 1688 TRAFFIC CONTROL STATION TO STATION LOCATION L.S. 60+69 170+00 LT. /RT. 1 PROJECT TOTALS 1 TEMPORARY DITCH CHECKS STATION TO STATION LOCATION LF. 61+00 66+00 RT./LT. 40 66+00 79+00 LT. 40 79+00 99+00 RT./LT. 100 108+00 118+00 LT. 30 133+50 139+50 RT./LT. 40 165+50 169+00 RT. AT. 30 PROJECT TOTALS 280 EROSION MAT BEAM GUARD CLASS I, TYPE 8 STEEL PLATE BEAM GUARD STATION TO STATION LOCATION S.Y. CLASS A END TREATMENTS 132+50 137+00 RT.-LT. 2683 STATION TO STATION LOCATION L.F. EACH 122+50 123+50 RT.-LT. 100 2 139+50 140+50 RT. 313 140+50 143+00 LT. 1235 126+50 132+50 RT.-LT. 500 2 143+00 143+50 RT. 625 140+25 143+25 LT. 5 1 150+63 154+00 LT. 1001 PROJECT TOTALS 850 5 152+50 154+00 RT. 760 157+50 161+50 RT.-LT. 3538 PROJECT TOTALS 10,155 STATION TO STATION YARDAGE SUMMARY LOCATION COMMON EXCAVATION EXP. FILL (30Z.) 61+00 170+00 MAINLINE 78,605 58,807 703+00 703+50 GLOVER ROAD 89 12 TURF REINFORCEMENT MAT 300+00 305+50 COULEE ROAD 567 4601 311+00 316+00 COULEE ROAD 1544 390 STATION TO STATION LOCATION S.Y. PROJECT TOTALS 80,805 63,810 132+00 140+00 137+00 RT.-LT. 140+50 LT. 1145 88 EXCESS 16,995 140+50 141+00 RT. 102 142+50 143+00 RT. 118 143+00 143+50 LT. 144 165+50 169+00 RT.-LT. 805 PROJECT TOTALS 2402 OBLITERATE OLD ROAD STATION - STATION LOCATION STA 132+50 - COULEE TRAIL OLD MAINLINE "U" 25 SILT FENCE STATION TO STATION LOCATION LF. REMOVING BUILDING 10+47 141+44 LT. 3800 PROJECT TOTALS 3800 STATION LS 132+50 1 GRANULAR SUBBASE COURSE, TRUCK MEASURED STATION TO STATION LOCATION C.Y. 60+69 122+50 MAINLINE 6640 122+50 170+00 MAINLINE 10,130 702+78 704+02 GLOVER RD 220 300+00 305+40 COULEE RD 960 311+02 316+35 COULEE RD 940 PROJECT TOTALS 18,890 CRUSHED AGGREGATE BASE COURSE STATION TO STATION LOCATION TONS 60+69 122+50 MAINLINE 4700 122+50 170+00 MAINLINE 7500 702+78 704+02 GLOVER RD 300 300+00 305+40 COULEE RD 888 311+02 316+35 COULEE RD 876 pF,/FE'S INc-4_ _ N&W 300 PROJECT TOTALS 11-448S c. ASPHALTIC CONCRETE PAVEMENT (BY OTHERS) PAVEMENT STATION TO STATION LOCATION S.Y. TONS 60+69 123+50 MAINLINE 16,914 3425 123+50 170+00 MAINLINE 12,705 2573 702+78 703+96 GLOVER 490 100 300+00 305+40 COULEE 1620 328 311+00 316+34 COULEE 1412 286 PROJECT TOTALS 6712 PULVERIZE AND RELAY EXISTING BITUMINOUS (BY OTHERS) STATION TO STATION LOCATION S.Y. 60+90 123+50 MAINLINE 15.751 PROJECT TOTALS 15,751 SALVAGED ASPHALTIC PAVEMENT STATION TO STATION 122+50 - COULEE TRAIL 163+50 - 170+00 300+00 - 605+50 311+02 - 316+34 LOCATION SY OLD CTH U 8556 MAINLINE 1590 COULEE TRAIL 1344 COULEE TRAIL 1300 PROJECT TOTALS 12,790 CLEARING AND GRUBBING STATION TO STATION LOCATION STA 139+50 - 143+50 MAINLINE 4 PROJECT TOTALS 4 SAWCUTS LOCATION L.F. CHAPMAN 23 84+88, LT. 11 GLOVER 18 COULEE 88 170+00 22 PROJECT TOTALS 162 PAVEMENT MARKING PAINT 4-INCH (BY OTHERS) 4" LOCATION L F. REMARKS 60+90 - 170+00 22,308 EDGE LINES(WHITE) 311+00 - 316+34 1065 EDGE LINE(WHITE) 60+90 - 75+00 350 PASS(YELLOW) 75+00 - 170+00 20,913 NO PASS(YELLOW) 300+00 - 305+40 1064 NO PASS(YELLOW) 311+00 - 316+34 63 PASS(YELLOW) TOTALS 45,763 JOB NO. S1245-040 BOOK NO. DRAWN BY EOE CHECKED BY MCS DATE JULY 2004 REVISIONS REFERENCE FILE SO40_BASE3.DWG DRAWING FILE SO40_OUANT.dwg z F— O W w U �o X _ = U F-- O ' " U Ln F— v V J SHEET NO. 12 of 75 Q U z "J Do Ln am z MAINLINE GRADING SUMMARY ^E ¢� mlN& O" NPryp I V ^ Q ^ V v� 3 x; 4; 0 t U P y" a B £° E= o� 0 o v2 co OU v_ ao 0 �D a 8 �o cR V =� 'u TJ U c� F- .. z W O W U �o _x F- H O " 2 H f"-v SHEET NO. 13 OF 7 5 AREAS S uare Feet VOLUMES Cubic Yards CUMULATIVE VOLUMES Cubic Yards STATION CUT FILL CUT FILL CUT FILL 61+00 29.50 5.27 43.10 14,43 43.10 14.43 61+50 17.05 6.78 28.51 20.58 71.60 35.02 62+00 13.74 10.32 23.69 29.33 95.30 64.35 62+50 11,85 14,05 21.12 37.10 716.42 101.45 63+00 10.96 16.77 20.74 42.36 137,16 143.80 63+50 11.45 18.42 22.02 45.30 159.18 189.10 64+00 12.34 19.22 23.66 45.91 182.84 235.00 64+50 13.21 18.92 44.92 38.22 227.76 273.23 65+00 35.30 12.83 66.34 28.53 294.11 301.76 65+50 36.35 10.87 65.91 24.38 360.02 326.13 66+00 34.83 9.38 61.18 20.86 421.20 347.00 66+50 31.24 7,95 55.23 19.61 476.43 366.60 67+00 28.41 8.34 51.00 21.24 527.43 387.84 67+50 26.68 9.31 47.80 23.66 575.23 411.50 68+00 24.95 10.35 40.99 26.51 616.22 438.01 68+50 19.32 11.68 29.98 32.63 646.20 470.65 69+00 13.06 15.43 22.98 41.08 669.17 511.72 69+50 17.76 18.69 21.59 44.60 690.76 556.33 70+00 11.56 18.36 22.00 39.82 712.76 596.15 70+ 50 12.20 14.72 23.49 37.44 736.24 633.59 71+00 73.16 16.38 22.99 45.52 759.24 679.11 77+50 11.67 21.44 20.61 54.93 779.85 734.04 72+00 10.59 24.20 7890 61.53 798.75 795.57 72+50 9.83 26.91 18.38 67.62 817,13 863.19 73+00 10.03 29.27 19.12 70.79 836.25 933.98 73+50 10.62 29.54 19.80 70.50 856.05 1004.48 74+00 10.76 29.03 19.85 69.91 875.89 1074,38 74+50 10.67 29.05 20.09 67.76 895.98 1142.14 75+00 11.02 27.24 20.50 68.26 916.48 1210.40 75+50 11.12 29.47 20.39 68.16 936.87 1278.56 76+00 10.90 27.16 22.07 57.08 958.93 1335.64 76+50 12.93 20.26 4,30 8.37 963.23 1344.00 76+58.64 13.93 19.94 23.41 45.57 986.64 1389.57 77+00 16.99 24.82 29.38 63.76 1016.03 1453.33 77+50 15.17 26.97 28.40 65.61 1044.43 1518.94 78+00 15.90 26.30 42.88 60.95 1087.31 1579.89 78+50 31.08 23.15 10.07 19.81 1097.38 1599.70 78+65 5.29 30.38 16.66 43.46 1114.03 1643.16 79+00 20.45 19.95 39.77 46.04 1153.80 1689.21 79+50 22.86 17.41 60.07 27.07 1213.87 1716.28 80+00 41,86 4.58 ig 57 4.23 1233.44 1720.50 80+16.30 23.36 5.99 33.95 22.89 1267.39 1743.39 80+50 31.35 21.67 64.66 50.30 1332.06 1793.70 81+00 37.44 1918 52.02 37.22 1384.08 1830.91 81+38.95 33.32 19.67 13.45 10.47 1397.52 7841.39 81+50 32.38 79,69 58.39 45.32 1455.92 1886.70 82+00 30.68 17.96 60.03 37.70 1515.94 1924.40 82+50 34.15 13.36 70.07 27.17 1586.01 1951,57 83+00 41.53 9.21 75.55 22.63 1667.56 1974.20 83+50 40.06 9•59 70.00 25.05 1731.56 1999.26 84+00 35.53 11.22 69.70 26.51 1801.26 2025.77 84+50 39.74 10.80 45.40 20.63 1846.66 2046.40 84+87.60 25.47 11.99 15.44 6.71 7862.10 2053.11 85+00 41.75 10.49 81.04 25.80 1943.14 2078.91 85+50 45.78 10.94 84.19 25.91 2027.33 2104.82 86+00 45.15 10.58 86+50 38.85 11.67 77.78 26.78 2105.11 2131.61 60.61 33.10 2165.71 2164.70 AREAS S uare Feet YOLUMFS Cubic Yards CUMULATIVE VOLUMES Cubic Yards STATION CUT FILL CUT FILL CUT FILL 87+00 26.61 15.83 39.47 35.30 2205.18 2200.00 87+50 16.02 13.50 28.73 32.77 2233.97 2232.78 88+00 15.01 13.73 28.20 36.03 2262.11 2268.80 88+50 15.45 16.20 26.44 46.61 2288.55 2315.41 89+00 13.11 22.52 24,73 60.67 2313.28 2376.02 89+50 13.60 27.84 7.00 18.52 2320.28 2394.54 89+63.50 14.39 29.75 21,08 56.57 2341.36 2451.11 90+00 16.91 34.68 31.39 84.13 2372.75 2535.24 90+50 17,12 34.59 32.32 74.78 2405.06 2610.01 91+00 17.83 27.16 30.34 69.39 2435.41 2679.40 91+50 14.94 30.21 27.48 70.92 2462.89 2750.32 92+00 14.74 28.36 27 27 71 02 2490.16 2821,34 92+50 14.74 30.22 28.26 66.78 2518.47 2888.11 93+00 15.86 24.80 7.10 14.04 2525.51 2902.15 93+12.08 15.93 23.13 22.77 38.77 2548.28 2940.92 93+50 16.50 19.34 33.79 43.15 2582.07 2984,07 94+00 19.99 16.51 35.57 32.47 2617.65 3016.54 94+50 18.43 10.47 23.17 29.53 2640.82 3046.07 95+00 6.59 14.06 0.76 2.09 2641.57 3048.16 95+03.10 6.58 13.94 20.41 27.03 2661.98 3075.19 95+50 16.92 10.00 31.17 21.77 2693.14 3096.95 96+00 16.74 8,08 34.76 16.89 2727.90 3113.84 96+50 20.80 5.95 46.27 13.08 2774.18 3126.92 97+00 29.17 4.91 51.16 13.49 2825.34 3140.41 97+50 26.09 6.30 47,15 15.67 2872.49 3156.08 98+00 24.83 6,72 43.40 17.15 2915.89 3173.23 98+50 22.04 7.53 42.23 15.58 2958.12 3188.82 99+00 23.57 5.41 4$.30 8.26 3006.47 3197,08 99+50 28.59 1.45 82.08 1.74 3088.49 3198.82 100+00 60.05 0.00 17,30 0.00 3105.79 3198.82 100+10.20 31.54 0.00 10.00 0.15 3115.80 3198.97 100+77 47.91 0.89 47.08 1.49 3162.88 3200.45 100+50 29.14 0.98 47.87 4,84 3210.69 3205.29 101+00 22.50 3.04 39.46 9.16 3250.15 3214.45 101+50 20.12 4.57 37.92 11.58 3288.07 3226.03 102+00 20.83 5.05 40.47 12.53 3328.54 3238.55 102+50 22.88 5.36 2.36 0.71 3330.91 3239.27 102+52.67 24.83 5.69 16.00 11.62 3346.97 3250.88 102+71.30 21.15 19.96 15.04 22.87 3361.95 3273.75 103+00 7.20 12.93 27 24 60.61 3383.18 3334.36 103+50 15.87 37.23 25.58 86.74 3408.77 3421.10 104+00 11.71 34.71 22.58 75.90 3431.35 3496.99 104+50 12.62 29.08 22.76 75.54 3453.51 3572.54 105+00 17.22 34.63 26.52 70.32 3480.03 3642.85 105+50 17.29 24.66 29.83 58.09 3509.86 3700.94 106+00 14.88 24.23 27.07 56.33 3536.93 3757.28 106+50 14.47 23.03 25.31 61.73 3562.23 3819.01 107+00 13.02 28.71 18.33 63.67 3580.57 3882.68 107+38.50 12.36 40.45 6.74 16.80 3586.71 3899.48 107+50 16.24 19.85 28.77 56.57 3615.47 3956.05 108+00 75.27 26.56 28.61 58.00 3644.08 4014.05 108+50 16.05 21.02 30.57 43.81 3674.65 4057,86 109+00 17, 28 14.81 31.26 35.26 3705.91 4093.12 109+50 16.70 14.11 29.28 37.42 3735.19 4130.54 110+00 15.12 16.81 22.00 37.62 3757.19 4168.16 110+41.73 13.44 20.75 4,10 8.39 3761.29 4176.56 710+50 13.32 21.43 26.95 52.86 3788.24 4229.42 111+00 15.78 22.48 32.35 54.88 3820.59 4284.29 111+50 19.16 23.11 37.98 66.07 3858.57 4350.36 112+00 21.86 31.77 35.78 96.80 3894.34 4447.16 112+50 16.78 48.65 27.96 134.89 3922.30 4582.06 STATION AREAS S uare Feet VOLUMES Cubic Yards CUMULATIVE Cubic YOLUMES' Yards CUT FILL CUT FILL CUT FILL 113+00 13.41 63.42 1110 78.67 3933.41 4660.72 113+24.33 71.23 70.90 10.57 103.16 3943.97 4763.88 113+50 11.14 97,50 1170 120.70 3955.68 4884.59 113+75 14.37 703.79 13.75 124.32 3969.42 5008.90 114+00 15.65 97.26 27.00 206.78 3996.42 5275.69 114+50 13.79 69.87 25.95 154,89 4022.37 5370.58 115+00 14.39 55.28 26.90 128.79 4049.27 5499.37 115+50 14.68 48.69 31 71 103.22 4080.98 5602.58 116+00 79.41 34.75 35.34 66.68 4116.32 5669.27 116+50 18.51 19.39 30.84 44.63 4147.16 5713.89 117+00 14,66 16.99 21 90 63.91 4169.06 5777.80 117+50 9.00 35.11 15.09 109.63 4184.15 5887.43 118+00 7.37 54.15 11.65 87.70 4195.81 5975.13 118+37.07 9.65 42.49 4.67 26.58 4200.48 6001.71 118+50 9.85 42.88 15.12 84.08 4215.60 6085.79 118+91.40 9.87 41.49 3.73 14.06 4219.32 6099.85 119+00 13.52 26.42 5.50 11.94 4224.83 6111.79 119+09.90 16.50 23.67 4.09 9.69 4228.91 6121.48 719+18 70.75 26.01 11.31 45.78 4240.22 6167.26 119+46.50 10.68 40.71 142 6.81 4241.64 6174.07 119+50 11.24 40.12 24.73 94.57 4266.38 6268.64 120+00 15.47 38.45 30.18 84.82 4296.56 6353.46 120+50 17.12 32.02 32.13 72.78 4328.68 6425.64 121+00 77.57 27.95 35.51 59.06 4364.20 6484.71 121+50 20.78 2112 37.87 47.88 4402.07 6532.59 122+00 20.12 18.66 34.50 53.19 4436.56 6585.78 122+50 17.14 25.53 24.02 196.53 4460.58 6782.31 123+00 8.81 137.74 46.94 231.55 4507.53 7013.86 123+50 41.89 54.62 75.08 103.09 4582.61 7116.95 124+00 39.19 31.02 58.23 90.13 4640.84 7207.08 124+50 23.69 43.86 23.42 136.38 4664.25 7343.46 125+00 1.59 69.44 1.48 249.12 4665.73 7592.58 125+50 0.00 737.52 0.00 443.01 4665.73 8035.59 126+00 0.00 230.52 0.00 221.17 4665.73 8256.76 126+18.16 0.00 275.25 0.00 478.35 4665.73 8735.11 726+50 0.00 348.01 0.00 912.21 4665.73 9647.32 127+00 0.00 408.73 0.00 1135.35 4665.73 10782.67 127+50 0.00 533.62 0.00 1482.97 4665.73 12265.63 128+00 0.00 697.52 0.00 1896.00 4665.73 14161.63 128+50 0.00 876.60 0.00 2329.42 4665.73 16497.05 129+00 0.00 1057.20 0.00 2751.98 4665.73 19243.03 129+50 0.00 1226.98 0.00 3214.80 4665.73 22457.83 130+00 0.00 1441.94 0.00 3590.13 4665.73 26047.96 130+50 0.00 7539.23 0.00 3836.72 4665.73 29884.68 131+00 0.00 1643.26 0.00 3796.97 4665.73 33681.65 131+50 0.00 1501.78 0.00 2951.80 4665.73 36633.45 132+00 0.00 941.86 205.11 1263.64 4870.84 37897.09 132+50 222.33 g7,20 1351.11 161.94 6221.94 38059.03 133+00 1253.00 35.74 3050.63 42.64 9272.57 38101.66 133+50 2084.47 0.00 3812.21 0.00 13084.78 38101.66 134+00 2069.33 0.00 3654.14 0.00 16738.92 38101.66 134+50 1895.27 0.00 3247.59 0.00 19986.51 38101.66 135+00 1618.64 0.00 2612.95 0.00 22599.46 38101.66 735+50 1204.07 0.00 2034.27 0.00 24633.72 38101.66 136+00 993.54 0.00 1804.20 0.00 26437.93 38101.66 136+50 962.94 0.00 1474.33 0.00 27912.26 38101.66 137+00 637.18 0.00 907.61 0.00 28819.87 38101.66 137+50 345.18 0.00 504.82 0.00 29324.68 38101.66 138+00 201.08 0.00 274.25 0.00 29598.94 38101.66 138+50 96.08 0.00 78.20 22.98 29677.14 38124.65 138+97.60 5.82 23.05 2.55 6.87 29679.69 38131.51 JOB N0. S1245-040 BOOK NO. DRANK BY EOE CHECKED BY MCS GATE JULY 2004 REVISIONS REFERENCE FILE 5040_BASE3.OWG DRAN7NG FILE 5040_pUANT,dwg Q U v Co Lo am v 0 CU m Co z MAINLINE (CONT.) GRADING SUMMARY GLOVER ROAD COULEE ROAD °n mn^E Q� �G �h NpNQ a 3 ion$ e a a; 0 0 NN OU V P NU a `c3 �= 0 ov O na wo o �a a v` U� V =� v� z W O W U =o _X =� H U Ln H (/7 v SHEET N0. 14 OF 7 5 AREAS S uere Feel VOLUMES Cubic Yards CUMULATIVE VOLUMES Cubic Yards STATION CUT FILL CUT FILL CUT FILL 139+00 10.54 11.05 70.94 5.72 29750.63 38137.24 139+21.52 166.41 0.00 367.81 0.00 30118.44 38137.24 139+50 530.91 0.00 955.03 0.00 31073.47 38137.24 140+00 500.52 0.00 511.78 264.40 31585.26 38401.64 140+50 52.21 219.66 48.34 1052.94 31633.59 39454.58 147+00 0.00 655.09 0.00 2116.39 31633.59 41570.97 141+50 0.00 1703.14 0.00 2884.14 31633.59 44455.10 142+00 0.00 1292.92 0.00 3112.40 31633.59 47567.50 142+50 0.00 1292.77 54.17 1867,79 31687.71 49435.29 143+00 58.44 258.93 1551.30 311.68 33239.01 49746.97 143+50 1616.96 0.00 192199 0.00 35161.00 49746.97 144+00 458.78 0.00 437.05 20.41 35598.04 49767,38 144+50 13.23 16.96 19.61 44.83 35617.66 49812.20 145+00 7.96 20.29 41.34 24.42 35658.99 49836.62 145+50 36.69 0.00 45.59 6.88 35704.58 49843.50 146+00 12.55 5.71 11.62 116.33 35716.21 49959.82 146+50 0.00 90.93 0.00 248.59 35716.21 50208.41 147+00 0.00 115.59 0.00 319.50 35716.21 50527.91 147+50 0.00 149.83 0.00 388.50 35716.21 50916.41 148+00 0.00 172.92 0.00 426.18 35716.21 51342.59 148+50 0.00 181.14 0.00 438.12 35716.21 51780.71 749+00 0.00 182.84 0.00 465.21 35716.21 52245.92 149+50 0.00 203.64 0.00 488.19 35716.21 52734.11 150+00 0.00 201.93 0.00 451.08 35716.21 53185.19 150+50 0.00 172.82 2.15 94.81 35718.36 53280.00 150+62.69 9.16 137.61 356.53 123.79 36074.89 53403.79 151+00 512.20 0.00 1241.13 0.00 37316.02 53403.79 151+50 828.47 0.00 1224.07 0.00 38540.09 53403.79 152+00 484.41 0.00 936.42 0.00 39476.51 53403.79 152+50 515.69 0.00 222211 0.00 41698.62 53403.79 153+00 1879.65 0.00 3820.21 0.00 45518.83 53403.79 153+50 2286.84 0.00 2280.09 0.00 47798.91 53403.79 154+00 187.91 0.00 441,39 0.00 48240.31 53403.79 154+50 289.60 0.00 267.27 68.39 48507,58 53472.18 155+00 1.27 56.68 2.39 131.29 48509.97 53603.47 155+50 1.34 51.84 5.03 109.97 48515.00 53713.45 156+00 4.16 38.99 21.77 68.27 48536.77 53781.71 156+50 19.61 17.32 67.82 20.93 48604.59 53802.64 157+00 54.10 0.00 88.35 0.41 48692.95 53803.05 157+50 41.78 0.34 223.59 0.41 48916.53 53803.47 158+00 198.79 0.00 1977.71 0.00 50894.25 53803.47 158+50 1916.65 0.00 3767.99 0.00 54662.24 53803.47 159+00 2138.06 0.00 4007.92 0.00 58670.16 53803.47 159+50 2177.02 0.00 4254.12 0.00 62924.28 53803.47 160+00 2395.04 0.00 4812.03 0.00 67736.30 53803.47 160+50 2778.72 0.00 4397.80 0.00 72134.10 53803.47 161+00 1949.84 0.00 2783.78 0.00 74917,89 53803.47 161+50 1037.65 0.00 1702.45 0.00 76620.34 53803.47 162+00 793.80 0.00 1001.79 22.50 77622.12 53825.96 162+50 286.61 18.58 219.33 207.86 77841.45 54033.82 162+85.70 39.71 220.87 18.03 213.66 77859.48 54247.48 163+00 26.25 39g,19 25.86 635.02 77885.35 54882.51 163+50 1.38 128.66 23.45 772.09 77908.79 55654.60 163+92.40 29.02 618.89 4.04 224.17 77912.83 55878.77 164t00 0.00 587.17 0.00 1204.68 77972.83 57083.45 164+50 0.00 400.08 0.00 825.63 77912.83 57909.08 165+00 0.00 280.96 0.00 522.38 77912.83 58431.46 165+50 0.00 151.87 0.00 178.75 77912.83 58610.20 AREAS S uere Feet VOLUMES Cubic Yards CUMULATIVE VOLUMES Cubic Yards STATION CUT FILL CUT FILL CUT FILL 165+82.18 0.00 78.33 1.46 53.69 77914.29 58663.90 166+00 4.42 46.86 20.06 82.08 77934.34 58745.98 i66+50 77.24 21.33 47,52 33.70 77981.86 58779.67 767+00 34.07 6.67 67.31 12.73 78049.17 58792.40 167+50 38.62 3.91 77,45 7.34 78126.62 58799.75 168+00 45.03 2.19 90.36 4.47 78216.98 58804.21 168+50 52.56 1.52 104.23 2.44 78321.21 58806.65 169+00 60.01 0.51 135.27 0.61 78456.47 58807,26 169+50 86.08 0.00 148 27 0.00 78604.74 58807.26 170+00 74.05 0.00 0.00 0.00 78604.74 58807.26 STATION AREAS S uere Feel VOLUMES' Cubic Yards CUMULATIVE VOLUMES Cubic Yards CUT FILL CUT FILL CUT FILL 703+00 40.29 0.17 88.73 12.07 88.73 12.07 703+50 55.24 9,91 0.00 0.00 88.73 12.07 AREAS S uere Feet VOLUMES Cubic Yards CUMULATIVE VOLUMES Cubic Yards STATION CUT FILL CUT FILL CUT FILL 300+00 0.00 0.00 50.67 0.00 50.67 0.00 300+50 54.73 0.00 50.76 68.13 101.43 68.13 301+00 0.09 56.60 0.08 211.97 101.51 280.10 301+50 0.00 119.49 0.00 508.06 101.51 788.16 302+00 0.00 302.58 3.86 1000.06 105.38 1788.21 302+50 4.17 528.23 30.49 1419.08 135.86 3207.30 303+00 28.75 650.70 26.62 1010.87 162.49 4218.17 303+50 0.00 189.10 41.50 250.37 203.99 4468.53 303+96.24 48.46 35.78 6.59 9.92 210.58 4478.46 304+00 44.04 80.61 84.87 112.44 295.45 4590.90 304+50 47.33 15.36 57.01 9.84 352.46 4600.74 304+76.48 70.70 0.00 65.57 0.00 418.02 4600.74 305+00 79.81 0.00 148.99 0.00 567.01 4600.74 305+50 81.10 0.00 0.00 0.00 567.01 4600.74 STATION AREAS Square Feet VOLUMES Cubic Yards CUMULATIVE Cubic VOLUMES Yards CUT FILL CUT FILL CUT FILL 371+00 0.00 0.00 2.80 0.19 2.80 0.19 311+02.27 66.24 3.45 121.30 4.44 124.10 4.63 311+50 70.41 0.51 133.19 0.67 257.29 5.23 312+00 73.07 0.00 131.20 0.00 388.49 5.23 312+50 68.40 0.00 35.64 0.00 424.13 5.23 312+64.45 64.78 0.01 77.82 2.03 501.95 7.26 313+00 53.41 2.36 88.41 20.35 590.36 27.61 313+50 42.07 74.55 89.74 49.72 680.10 77.33 374+00 54.85 26.76 119.77 75.66 799.86 152.98 314+50 74.50 36.10 176.32 94.59 976.18 247.57 315+00 115.92 42.48 47.13 34.80 1023.31 282.37 315+16.40 39.26 45.66 12914 65.17 1152.46 347.54 315+50 168.29 34.92 391.32 42.03 1543.78 389.57 316+00 254.34 p•pp 0.00 0.00 1543.78 389.57 JOB N0. S1245-040 BOOK NO. DRANK BY EOE CHECKED BY MCS DATE JULY 2004 REVISIONS REFERENCE FILE 5040_BASE3.DWG DRAWING FILE SO40_QUANT.dwg c)fi 61+00 DONALD & JEANNETTE JENSEN 212 HWY 35 N RIVER FALLS —R/W. ..... ..... ... S.L(TYP . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... 62+00 63+00 64+00 65+00 - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - II'll " - - 1. — I I I -- 11 1 � I � - � I I -.1-11--1 I - .............. .... ........ IN . . . . . . . . . . . . S.1 - — - — - — - — - . . . . . . . . . . . . . . . . . . .......... .. .... R/W . . ..... BEGIN PULVERIZE AND WIDENING STA 60+611*5 DONALD & LAWRENCE N = 315251.2358 HUPPERT BROS. INC. E = 544025.6131 855 CHAPMAN DR RIVER FALLS - - - - - - - 1/4 LINE - - - - - - - - - - - - - -- . ....... . ... .... YF?) . ........ p RP DONALD & LAWRENCE HUPPERT BROS. INC. z 855 CHAPMAN DR m RIVER FALLS CONTROL POINTS -QP 61+00 DONALD & JEANNETTE JENSEN 212 HWY 35 N RIVER FALLS —R/W. ..... ..... ... S.L(TYP . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... 62+00 63+00 64+00 65+00 - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - II'll " - - 1. — I I I -- 11 1 � I � - � I I -.1-11--1 I - .............. .... ........ IN . . . . . . . . . . . . S.1 - — - — - — - — - . . . . . . . . . . . . . . . . . . .......... .. .... R/W . . ..... BEGIN PULVERIZE AND WIDENING STA 60+611*5 DONALD & LAWRENCE N = 315251.2358 HUPPERT BROS. INC. E = 544025.6131 855 CHAPMAN DR RIVER FALLS - - - - - - - 1/4 LINE - - - - - - - - - - - - - -- . ....... . ... .... YF?) . ........ p RP DONALD & LAWRENCE HUPPERT BROS. INC. z 855 CHAPMAN DR m RIVER FALLS CONTROL POINTS -QP LOCATION NORTHING EASTING DESCRIPTION 17 59+75.13. 26.58' LT I 315157.894 543999.046 CONTROL PNT 937,44 SCALE: 0 10 20 40 50 JOB NO. S, 245-040 BOOK NO. DRAWN BY EOE CHECKED BY Mcs DATE JAN 2004 REVISIONS REFERENCE IL S040-BA E3.DWG DRAWING FILE S040-PP2.DWG F, P! E E Hh ov iv vv a nu 4)0. U �a ISHEEP NO. 15 OF 75 CONTROL POINTS S.I.(TYP) S—P LOCATION NORTHING EASTING DESCRIPTION ELEV. 12 78+88.89, 17,12' RT 317073.516 544016.242 CONTROL PNT 970.19 2260 77+11.29, 33.83' LT 316892.147 543992.939 1" IP 968.76 2306 79+03.29, 34.22' LT 317074.172 543962.973 3/4" IP 971.10 4935 78+70,76, 36.54' RT 317074.749 544034.890 IRON 969.70 DONALD & LAWRENCE HUPPERT BROS. INC. 855 CHAPMAN DR RIVER FALLS DONALD & JEANNETTE JENSEN 212 HWY 35 N RIVER FALLS DONALD & LAWRENCE HUPPERT BROS. INC. 855 CHAPMAN DR RIVER FALLS J V V LV V U) JOB NO. S1245-040 BOOK NO. DRAWN BY EOE CHECKED BY MCS DATE JAN 2004 REVISIONS REFERENCE FILE SO40_BASE3.DWG DRANINO FILE S040 PP2.DWG jh 41n ry0 I I M nr�ju hory� _hp I I10 iz O E 0 ., 'V C 4N1 o� E= o{ ZZ O 6 co av 0 o�a a U �a vo Z o + 0 00 U i X F- o 0+ r CD U a F- /� N c I SHEET NO. 16oF75 JAMES & ROBIN FEYEREISEN 336 CTY RD U RIVER FALLS 87+00 88+00 -____...._........_.._.._ ... - "(TYP --- CONTROL POINTS -P LOCATION NORTHING EASTING DESCRIPTION ELEV. 18 85+22.14, 20.88' LT 317620.994 543695.005 CONTROL PNT 982.04 2498 85+36.28, 32.78' LT 317627.279 543677.660 3/4" IP 982.79 pZ..-_ .. .......... n 0 xN tN "D mm n0 = D 0r Z —...— . . . . W . — SCALE: 0 10 20 40 80 JOB NO. S1245-040 BOOK NO. DRAWN BY EOE CHECKED BY MCS DATE JAN 2004 RENSIONS REFERENCE FILE SO40_BASE3.DWG DRAWING FILE SO40-PP2.DWG ~ O Z o O rn U =) I X F-- O p U + ry Do U a N U) SHEET NO. 17oF75 JAMES & ROBIN FEYEREISEN 336 CTY RD U RIVER FALLS CURVE #2 PC 89+63.50 N=318013.263 E=543491.628 PI 91+38.59 N=318164.721 E=543403.784 PT 93+12.08 N=318332.416 E=543353.444 DAMES &ROBIN FEYEREISEN R = 1490.00 D = 3'50'43" 336 CTY RD U L = 348.58 A = 13'24'15" RIVER FALLS T = 175.09 E = 10.25 e = 5.05% CONTROL POINTS �P LOCATION NORTHING EASTING DESCRIPTION ELEV. 11 94+95.21, 34.32' LT 318497,951 543267.923 CONTROL PNT 1007.11 STA °15't0$ Kl Coosmucr P.rz. Tv (L0W) =N5TALL z(`y- 18" (,h)P JOB NO. S1245-040 BOOK NO. DRAYM BY EOE CHECKED BY / MCS DATE JAN 2004 REVISIONS \N(br �^ REFERENCE FILE SO40-BASE3.DWG DRAWNO FILE SO40_PP2.DWG 951-0p ............ • JAMES & ROBIN FEYEREISEN ------ 336 CTY RD U G RIVER FALLS O Z O -h O O CD U Z) i X O 0 O clf O U a SHEET NO. 18-75 JAMES & ROBIN FEYEREISEN 336 CTY RD U RIVER FALLS o� nm .... — i d 100+00 �RiW 50' RAD PT, STA 102+46.68, 68.2' LT STA 102+85,58, 2.7' LT o Z REMOVE 47' - 24" CMP o INSTALL 58' - 24" CMP = ul 2 A.E. REO'D mm SKEW 25' RHF y o� z R .DO' 18 5' LT I I I I I I I I 110• o o 103+'347,g ' 9 r\'�0LT 55' RAD PT, STA 103+76.65, 73.3' LT 0 4G�E \ C \k y u 61o7i BEONNET BERT &KATHLEEN FISHER 828 GLOVER RD Ly� RIVER FALLS g m \ v k c) NA, � x my LJ +70.9. +65.2, 2801 18.5' LT 12' LT D, _- 105+00 104+00 89 VO+VOL = ld .. PC 102+52.67 N=319233.299 E=543083.012 \ 1— PI 106+64.38 N=319627.616 E=542964.644 \\` PT 110+41.73 N=320004.719 E=543129.841 R = 1120.00 D = 5'06'57" L = 789.06 L = 40'32'57" JAMES & ROBIN FEYEREISEN T = 411.70 E = 73.27 336 CTY RD U e = 5.40% RIVER FALLS STA 103+02.39 CTH "U" STA 704+12.62 GLOVER R . CONSTRUCT TYPE C INTERSEC ON N - 319281,2197 E - 543069.7790 CONTROL POINTS I I ARTHUR NEUMAN ROBERT & KATHLEEN FISHER 818 GLOVER RD BENNET RIVER FALLS 828 GLOVER RD 7 o m RIVER FALLS i n p LOCATION NORTHING FASTING DESCRIPTION ELEV. 10 103+19.55, 24.88' LT 319292.166 543041.499 CONTROL PNT 1014.63 19 107+63.77. 14.76' RT 319736.532 543065.443 CONTROL PNT 1010.80 2801 103+32.00, 32.54' LT 319302.893 543031.165 1" IP 1013.12 2881 107+20.31, 31.59' LT 319699.919 543013.247 1" IP 1012.02 2882 107+18.37, 48.50' LT 319700.035 542996.224 1" IP 1016,26 2882 = N v Nm m a --RfW ---_ > S.I.(TYP) z ' --� Z- . _. 106+00 107+00 - 108+00 105+00 - 109+00FC .... \ 19 \ 4 kGG PE� AW c� —R\ v , \ \ , 110,0 —� I \ .. \ `= . •' h L`• TLE #1 IX \ = _ \ JAMES & ROBIN FEYEREISEN _\ 336 CTY RD U RIVER FALLS - BJERSTADT \ ti ,ERIC 361 CTY RD U -' RIVER FALLS I Y' : SCALE _ 0 10 20 40 80 JOB NO, S1245-040 BOOK NO, DRANK BY EOE CHECKED BY MCS DATE JAN 2004 RENSIONS REFERENCE FILE SO40-BASE2.DWG DRANiNG FILE SO40-PP2.DWG O Z O O O ,- U xF-o per+ LL O U Q I— N (/) SHEET NO. 19OF75 2890 0 2891 tee_ CONTROL POINTS CAP LOCATION NORTHING EASTING DESCRIPTION ELEV. 9 116+68.95, 18.85' RT 320595,320 543343.744 CONTROL PNT 989.47 2890 110+58.10, 67.03' LT 320046.604 543075.009 1" IP 1013.19 2891 110+60.58, 51.12' LT 320042,500 543090,580 1" IP 1009.80 2973 115+57.80, 46.54' LT 320494.669 543265.421 1" IP 995.99 2989 117+01.34, 71.66' LT 320631.522 543255.015 1" IP 1007.05 • �_ --- ARTHUR NEUMAN �— --RfW STA 113+90, 3.0' RT -, -� RIVER FALLS CURVE #4 REMOVE 51' - 24" CMP PC 113+24.33 N=320263.567 E=543243.235 INSTALL 76 - 24 CMP PI 115+86.47 N=320503.676 E=543348.420 2 A.E. REO'D PT 118+37.07 N=320764.508 E=543322.289 110+00 SKEW 27' RHF R = 1000.00 D = 5'43'46" S1 L = 512.74 = 29'22'40„ (T) —� T = 262.14 yp --------------------------------------------------------- 111+00 • __.. e = 5.60% ............. . x�— CP 9 �- �"-== RICHARD & NORMA BJERSTEDT 359 CTY RD U RIVER FALLS Y 6 77 i �"<� '� i`•i3 F�� " a ;� f '5 \- "{ ' xY" y caw � � PROW #3 -+'o A�o STA ll(,+ $O AT CoNSTFtuGT F.E. (h/tr.ZG%t ��.�STING too' Al DONALD & LAWRENCE HUPPERT BROS. INC. 855 CHAPMAN DR RIVER FALLS OBLt I . -- kri>t S'C'1 N � F• C' SCALE: 0 10 20 40 80 JOB NO. Si245-040 BOOK NO. DRAYITI BY EDE CHECKED BY MCS DATE JAN 2004 REVISIONS REFERENCE FILE SO40-BASE3.DWG DRAWNG FILE SO40-PP2.DWG 0 Z O O O N U D I X -r o 0 r'fiU + {1 r Q . I- F— GO SHEET NO. 20 oF 75 Z i STA 122+50 - 123+50, 18' RT & LT � CONSTRUCT 200 LF STEEL PLATE BEAM GUARD CLASS A SCALE: "b 2 — EAT'S REO'D GARY & CAROL SENN 7 0 10 20 40 80 370 CTY RD U RIVER FALLS I STA 123+02.5 120+00 DONALD & LAWRENCE HUPPERT BROS. INC. 855 CHAPMAN DR RIVER FALLS m CP LOCATION NORTHING IA5TING DESCRIPTION 20 122+35.19, 15.72' RT 321162.217 543298.249 CONTROL PNT 968.74 68.7 . z i i t I 960 � � 960 , 1 I j I 955 .. .......... I" 123+ 00 JOB NO. S1245-040 BOOK NO. DRAWN BY EOE CHECKED BY MCS DATE JAN 2004 REWSIONS REFERENCE FILE SO40—BASE3.DWG DRAWING FILE SO40—PP2.DWG SHEET NO. 21 OF 75 JOB NO. 57245-040 BOOK NO. DRAWN BY EOE CHECKED BY MCS DATE JAN 2004 RENSIONS REFERENCE FILE S040-BASE3.DWG DRAINING FILE SO40_PP2.DWG 950.. % _ 950 SHEET NO. o Ln a n O _ o p N� N� M } cold �N i �M �I�; 3 �� M �co �� 22 �F 75 I M.cn j CIQ1 co �''O1 �37iO1 125+00 126+00 127+00 128+00 129+00 130+00 JOB NO. S1245-040 BOOK NO. DRAWN BY EOE CHECKED BY MCS DATE JAN 2004 REVISIONS REFERENCE FILE SO40-BASE3.DWG DRAWNG FILE SO40_PP2.DWG F— O Z O + O U i X F- o p L) + r O U a ,- �— cn Vi SHEET NO. 23 OF 75 —_7777 7, PROW //47-777 �.e :. L MES ,OME NC-._, - ... _. 777-7777 ROHL p �AARICYN CHR1S & / ROH� JOB NO. S1245-040 BOOK NO. DRANK BY EOE CHECKED BY MCS DATE JAN 2004 REVISIONS REFERENCE FILE SO40—BASE3.DWG DRANING FILE SO40—PP2.DWG �a qn�o ¢h �INd I l l a 0 E 0 NN C4 W Q dN ma o� cp E= oK C O co 0 O �a fl- v a U�a v� 1010 SHEET NO. Io 24 OF N 75 O O 140+00 1015 ( PROVE N4 y .. - ^— — — — -r-- — — ._ r STA 140.+25 1a3+25 -18 LT s _ ; ONSEA. T REOA . LF tE0 6AATFILYN CHRIS & STEEL-PLATf 6fAM GUARD CLASS A PROW #4 1442} loo R o 142+00 JOB NO. 51245-040 BOOK NO. DRANK BY EOE CHECKED BY MCS DATE JAN 2004 REVISIONS REFERENCE FILE SO40-BASE3.DWG DRANINO FILE SO40_PP2.DWG �h o5,N,^E op cN OinNa Q� C o�h .'1nMU NQNo O E ° � O_U O: L.� NN a av oc c'= v: 1000 SHEET NO. aN Ln04 25 OF 75 0 145i+00 JOB NO. S1245-040 BOOK NO. DRAWN BY EOE CHECKED BY MCS DATE JAN 2004 REVISIONS REFERENCE FILE SO40-BASE3.DWG DRAWING FILE SO40_PP2.DWG O7 D SHEET NO. 26 OF 75 NE1LP-- _;_. PI 158+61.22 N_=3241:25.097- E=15413971342 PT i65+8218 4.923.604 <E.=541397:908 R 51 2000 00 0 =-2 53 ` L - 1519.50 �S = 43 3t 49 T 7S8';53 E - .153 52 e 4.307 i- 0 ATI.11 NORTHING:.._;_ A. TI DESCRIPTION __� --. 153+40.35 38 99 LT " 323734.589 541729.745 CONTROL PNT ' 1038.36: 154+ JOB NO. S1245-040 BOOK NO. DRANK BY EOE CHECKED BY MCS DATE JAN 2004 REV140NS REFERENCE FILE SO40-BASE3.DWG DRAWNG FILE SO40-PP2.DWG jn aDnNO an O�inNC O� NrNO b ti Q; O O � GL Y NN v B� Ec o' uU o �b cu O 0 fl- MO O �o u a 4)O UV �$ .a� -- .j 1OiO SHEET NO. N 27 of 75 00 t 155+00 1 1 . .... ..... PROW 6, MA 1 1050 T- W 1045 1035 ................. 1030 Logg- 1015 " NO. S1245-040 BOOK NO. DRAWN BY EOE CHECKED BY mcs DATE JAN 2004 REVISIONS REFERENCE FILE SO40_BASE3.DWG DRAWING FILE S040-PP2.DWG Fo N, I I v,2 xt O t2 ou Nh U v F— 0 0 + D o 0 X 0 0 0(-) + Qf Ln Ul) U U) cf) SHEET NO. 28 OF 75 tocAtI6 ' �, RTHTI A TIN RI,- N 4 (63+3k30, 1337�Lf, 32 BR7�88>5Ai398:�35 = NTROC�PKT-• J019'$2 JOB NO. S1245-040 BOOK NO. DRAWN BY EOE CHECKED BY MCS DATE JAN 2004 REVISIONS REFERENCE FILE SO40_BASE3.DWG DRAWING FILE SO40_PP2.DWG 0 z + :D Lo o U D i X o 0 o U + rill c0D U Q (N ' � ^ V I SPECIAL .0fTCH RIGHT .. i -- - SHEET NO. �� 1010 00 Hi .MNO I [ 0O � � 0°OO .v I 29 )F /.0 VM� "? p OO N Op O O OO OIO 160+00 161+00 162+00 163+00 164+00 165+00 i i GNE1" � lrnR�.Aw�h ►ngr<Lo� I J �i?kCrR'f1>t'M�f� 792 COULEE TR RIVER FALLS + DO 0o (J PROW #6 oh ij/77�7 1 1060 1 1030 _ I i 1020 I 165+00 -I_ 166+00 CONTROL POINTS CP LOCATION NORTHING AE STING DESCRIPTION FI FV 3 169+35.17, 18.48' LT 325276.726 541382.335 CONTROL PNT 1048.55 4469 166+10.12, 54.66' LT 324951.990 541343.484 1" IP 1040.81 12531 166+08.60, 14.04' RT 324949.904 541412.168 1" IP - 15012 166+45.63, 49.46' RT 324986.641 541447.888 1" IP 1040.10 15013 166+06,72, 46.92' RT 324947.755 541445.033 1" IP 1035.04 15014 165+58.39, 34.62' LT 324899.681 541363.233 1" IP 1031.66 15015 166+13.04, 61.24' LT 324954.957 541336.922 1" IP 1042.06 I �7 D RONALD & HELEN HANDLOS 456 CTY RD U onmo re„ c JOB NO. S1245-040 BOOK NO. DRAWN BY EOE CHECKED BY MCS DATE JAN 2004 REVISIONS REFERENCE FILE SO40-BASE3.DWG DRAWING FILE SO40-PP2.DWG ��n mnnE anNQ Q� 0o NYNp I I i a v� no 3 o b ti X3 Q; 4 O E 0 v a` ov c° my EC ZZ 0 6 C ca no 0 Q mo O Za U �a vo 0 Z o + Ln o (c) U � 1 o XI Q 0 U + ry Zo U a F-Z N V d. :: I a ' : ....:__. _1D2D SHEET N0 00 � �w �00 0v n �� o�� as ( a In 30 5 0 0 0:� 168+00 169+00 170+00 CONTROL POINTS CkEr t h11 M'� htRR�ow 1019.82 `' 792 COULEE TR LOCATION I NORTHING EASTING DESCRIPTION 4 303+42.94, 11.30' RT 324671.69 541398.29 CONTROL PNT I X, hx \: SCALE: 1` D 10 20 40 80 STA 300+00 RIVER FALLS \i\ \/ / % \ / STA 305+40 STA 301+00,36, 25.6' LT \ \/ ND RECONSTRUCT BEGIN RECONSTRUCT REMOVE 2T - 18" CMP % \ /\\/ LARRY & DEANNA TRONRUD N = 324679.6210 N = 324659.8504 h . ' , Y\ U ' :•.804 _i._.;.. J..r o RIVER COULEE FALLS TR E = 541055.3664 INSTALL 22' - 18" CMP' /C \' /\/�y /\ \/\/ r\ o E = 541594.1542 2 A E. REO D 'x/ X 7 ...... ,:..,_ ._ �> ._ ........ ' ��/'�� i �� \y\ , �'.�\/\f _ }-Y \ \ - I R50 1yb y � Nor Do PR�stRv� Mess u pR0 // \'\ ' y\/\ \ /\j\y\ \ \ 0' o 77 !p X u \ /\ � �� ` +84.3 +14.0 "� �\ /\% i % raS h 15.5' LT ' 1,5.5' LT • i AGG PE +13.9 12.010.5' LT LT \ _ _...... 00 ........... wN300 0 _ 301+00 302+00 - - + <J COULEE TR. cP 4 ...._..... MN _. _.. +47.6 11.3' RT +95.5 \ 15.5' RT x _ V , %V \ \x AMERICAN MATERIALS CORPORATION v /\\ �/ x/v x \ 717 SHORT ST (D N pR��/V %' �y \�/� �j % %' /A /� i�g� /A A� x EAU CLAIRE OW 114 \� '_\ \/\%\% "\ i\�� \ \ '\ \ \/ COULEE TRAIL CURVE \ PC 303+96.24 N=324686.552 E=541450.711 STA 303+55.79 COULEE R1 /\/\ PIT 3 04+76 48 N 32 685.527 EE 541530884=1490.219 CONS RUCT1 TYPE C INTERACTION ^��k' X�/u\i X /\ R = 500.00 D = 11'27'33" N 324683.8261 \'�' \ /\/\ L = 80.23 L= 9'11'37" E 541410.3489 T=40.20 E=1.61 �10 \i// \ \/\f/% 1020 �' ........ Do + D O.. 1015 a n- ci :CL 1010 a 1005 co m O 300+00 304t00 \ + h L 3U ;X W N p� +95 5' RTN 5.-N__... 11.0' RT / x \ LEO, MARILYN, CHRIS, & SHEILA X X y� /�\ y > /\ y ROHL /\/ X '\ f\%y \ > \ 0 888 COULEE TR \ \i\ \ \/ \ < /\�a RIVER FALLS JOB NO. S1245-040 BOOK NO. DRAWN BY EOE CHECKED BY MCS DATE JAN 2004 REVISIONS REFERENCE FILE S040-BASE3.DWG DRAWING FILE SO40-PP2.DWG u^ O^rye o�nNu NQN� Ei� o� xc e E �3 0 'v'o 2 q �a p o� C Ht U cy �o a� 0 fl- O ua u a O �U o� Uas v° 1045 1040 1035 O z + 00 O J 1030 U r X w o 102s J O + /Qy� 0 CD 1020 Q ......... .....___. (n ' ^ V ) 1015 1010 1005 SHEET NO. 31 of 75 �j0 O O 15+00 i \ CONTROL POINTS \ \ \ STA 316+34.33 END RECONSTRUCT N=324453.7208 E=542695.6201 TRACY & KATHRYN PESKAR 814 COULEE TRAIL HUDSON\ \ CARY & SARA ROSE 5' i�r 824 COULEE TRAIL HUDSON STA 3 3� ,. _. n V _ N7... J ... .. _.,�... c N O AGE • S �• TYPL 'n W PE�- r 0 : X 3 315+00 16+0 s:N D �WN LOCATION NORTHING EASTING DESCRIPTION ELEY. 6 315+83.55, 4.25' LT 324477.90 542650.90 CONTROL PNT 1002.22 4788 313+72,28, 28,79' LT 324584.95•;; 542467.11 1" IRON PIPE 1007.72 4867 316+12.42, 36.17' RT 324429.30' 542661.17 1" IRON PIPE 997.63 m I t -313+00 314+00 - : aL 312+00 ,r- < _ _ COULEE TR. xa 311+iJ0 v w N _. ._ w N ST' 315+15.8 7 a � cc c� v c� .. > S.I. (TYPT —� .... CO STRUCT 16' - PE on _ - Q N _ .... _. i+• ._ ....... AGG W N'". II ... ... V+ ./ R ;' _ _. N ,- CURVE;#7 A �� \ Vr ^' �06 311+02.27 N=324652.60 E=542203.02 �._ / PI 311+83.59 N=324634.29 E=542282.25 \ PT 312+64,45 N=324601.74 E=542356.77 w \ " �� AGG '. PE ' OBLITERATE EXISTIAG ROADWAY R = 877.55 D = 6'31'45" ,_ \ � �� TO SOUTH L = 162.17 A = 10'35'18„ T = 81.32 E = 3.76 4 < 11I � / \ EARL & PEGGY ROBINSON \ LEO, MARILYN, CHRIS, & SHEILA 821 COULEE TRAIL ' ROHL HUDSON \ SCALE: \ \ 888 COULEE TR \ 0 10, 20 40 80 RIVER FALLS \ a _ 1 p( {E r p JOB NO, S1245-040 BOOK NO. DRANK BY EOE CHECKED BY MCS DATE JAN 2004 REVISIONS REFERENCE FILE SO40_BASE3.DWG DRAWING FILE SO40-PP2.DWG i 985 SHEET NO, �iNwco ; Mul)o:,a'� wlaa v o 1s00 I 04 .:n . N .3300 - ^T ^Tm^� t i � M i Ni0 I Co 3 ,n �fl N..M CIO i 00,6 i `nilf) I..j. os ? a os o olg 3 og j ? 32 75 i 311+00 312+00 313+00 314+00 315+00 316+00 0 O 3 CONTROL POINTS O CP LOCATION NORTHING FASTING DESCRIPTION ELEV. ' o + 10 703+86.26, 15.45' LT 319292.17 543041.50 CONTROL PNT 1014.63 /I 2801 2804 703+77.29, 27.53' LT 702+72.67, 33.98' LT 319302.89 319302,91 543031.16 542930.87 1" IP 1" IP 1013.12 1016.83 F '= \/\ ROBERT & KATHLEEN FISHERBEN \� ET 828NGLOVER RD x RIVER FALLS / R 5 pp JOB NO, S1245-040 BOOK NO. DRAWN BY EOE CHECKED BY MCS DATE JAN 2004 REWSIONS REFERENCE FILE SO40—BASE3.DWG DRAWING FILE SO40_PP2.DWG +32.5 — _ -- +.2 15.0' LT / A �02+p0 _ _. 10.0' LT ... f p CP 10 JAM FEYEREISEN 336ECTY� RD BIN ¢ c Mn n`oo � 0 VE .. fis x 3 i 703+00 70 4+00 RIVER FALLS o� \ R QAQ --_ — WQ : 3 _.. —. o _ +78.2 +60.5 ov —� 10.0' RT\ 15.5' RT N„ GLOVER CURVE 102+5 67 Ec PC 700+56.71 N=319302.589 E=542718.078 PI 702+34.11 N=319249.145 E=542887.237 PT 704+04.68 N=319279.846 E=543061.962 R = 725.00 L = 347.97 D = 7'54'10" L = 27'29'57" o `� co T = 177.40 E = 21.39 STA 704+12.62 GLOVER RD. e = 0.00% STA 103+02.39 CTH "U" rC� TYPE 50.00' RAD i Z, SCALE: 0 `o CONSTRUCT C INTERSECTION N � 324683.8261 E - 541410.3489 JAMES & ROBIN FEYEREISEN \ 336 CTY RD U r`, ` 0 10 20 40 80 o `. t RIVER FALLS a, N va �— C 4 E— CO Z N + O a O U O X O o In O ry J O (�0O r- �- < (/) N SHEET NO. 33 oF 75