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Home My WebLink About2002 140TH-170TH TT .pdfm w F_ CV F CO 0 CL I CD 0 ON 1 m IEET NO 1EET NCL ;HEFT NFL SHEET NO. SHEET NO. SHEET NO SHEET NO. SHEET NO. SHEET NQ. TOTAL SHEET FOR A TIME [SATE NO OF PHONE ARFA GCCe ❑ FAX MOSIL-E ARE- COCE 71' LEPHONED PLEASE CALL 7 -0 SEE YOU 1 `NICE CALL AGAIN I__ -FE-You PUSH IGjLLFAX T_0YOU _] A.D.T. 2002 = 1000 A.D.T. 2022 = 2200 D.H.V. = x D. 60/40 T. 6% V. 45 M.F.H. ESAL'S = 379,000 ATE PROJECT ST CROIX COUNTY HIGHWAY DEPARTMENT�Is, PLAN OF PROPOSED IMPROVEMENT 140TH ST. TO 170TH T. MINOR RECONSTRUCTION A, CTH TT ST CROIX COUNTY E STATE PR_�I:E�Cf:NUMIIFR END PROJECT 7 TA: 269+00 "MoKolomm— cs� ON 9 6T A AVE Ira N_343,5013520 en T.2W Oc F_ F CO Ln 70TH AVE COMBUSTIBLE FLUIDS COUNTY LINE (UNDER PRESSURE) CORPORATE. UIATO UNDERGROUND UTILITIES PROPERTY LINE LOT LINE — — — — — — GAS ELECTRIC TEND. LIMITED CASEMENT FmSTING RIGHT OF WAY TELEPHONE NEW RIGHT OF WAY SERVICE PEDESTAL CALF MARKER REFERENCE LINE SLOPE INTERCEPT POWER POLE TELEPHONE POLE ORIGINAL GROUND LIGHT POLE IARSH OR ROCK PROFILE CULVERT IN PLACE RAILROADS CULVERT REQUIRED MARSH CULVERT IN PLACE (PROFILE} WOODED AREA I H 1 Ty 4_j , F!OG:ER __4 1 G E T RED EROSION GALE BENCH MARK 31 s 7 6 90TH AVE Hari I, I ond I Tj I-) "--,—E XCEPTION EXCEPTION TO F' NET CENTERLINE 60TH AVE —STA-.255+95 TO I _7 STA- 256+05 LAYOUT I RILED SCALE TOTAL NET LENGTH OF CENTERLINE, MI COORDINATES ORIENTED TO THE WISCONSIN COUNTY COORDNATE SYSTEM, ST CROIX COUNTY. PROJECT ACCEPTED FOR COUNTY _CF_-ST. -CROIX ppTL SIGNX11RE & TITLE OF CFrFGX PLAN PREPARED BT,, a- 20#2ER ENGINEERING. PALS ICII E 30051 RICE I. AKE RICE LAKE, WISCONSIN STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION PREPARED BY COOPER ENVNT_EFNGC0 IF Diltect C.O. ,,plmD MR DGMCT OFTICE cu":xZ -- , - - I u CTH TT (140TH ST. - 170TH ST.) ESTIMATE - FIN MINOR RECONSTRUCTION ST. CROIX COUNTY, WI I ITEM UNIT QTY UNIT PRICE' ($I EXTENDED REMOVE OLD CULVERT PIPES EACH 4 250.00 1,000.00 CSCP, 24 - INCH L.F. 52 2T00 1,404.00 CSCP, 35 X 24 - INCH L.F. 98 32.00 3,136,00 CSCP, 42 - INCH L.F. 46 48.00 2,208.00 STL AEW FOR CULVERT PIPE, 24 - INCH EACH 2 160.00 320.00 STL AEW FOR CULVERT PIPE, 35 X 24 - INCH EACH 4 275.00 1,100.00 STL AEW FOR CULVERT PIPE, 48 - INCH EACH 2 560.00 1,120.00 STL AEW FOR CULVERT PIPE, 54 - INCH EACH 2 670.00 1,340,00 COMMON EXCAVATION C.Y. 12,000 2.50 30,000.00 BORROW EXCAVATION C.Y. 7,200 3.35 24,120.00 GRADING, SHAPING & FINISHING INTERSECTION EACH 2 1,250,00 2,500.00 GRANULAR SUBBASE COURSE C.Y. 18,200 3.40 61,880.00 CRUSHED AGGREGATE BASE COURSE C.Y. 8,500 13.25 112,625.00 SALVAGED TOPSOIL STA. 156 150.00 23,400.00 FERTILIZER, SEED, AND MULCH STA. 156 80.00 12,480,00 FERTILIZER, SEED, AND MULCH, BORROW SITE L.S. 1 1,000.00 1,000.00 EROSION BALES, DELIVERED, INSTALLED EACH 500 9,00 4,500.00 EROSION MAT, DELIVERED & INSTALLED S.Y. 3,000 1,80 5,400.00 SILT FENCE, DEL., INST., MAINT, L.F. 3,600 2.00 7,200.00 TRAFFIC CONTROL L.S. 1 2,500.00 2,500,00 CONSTRUCTION STAKING L.S. 1 18,000.00 18,000.00 PROJECT TOTAL 317,233.00 I I 1; 1 remmrmuom�*�� REMHCMM33E= Widening, reconstruction. Truck measured, includes 1.3 expansion factor. 160th St. Type C Int., select borrow, topsoil, seed, fert., mulch. Truck measured, includes 1.25 expansion factor, Truck measured, includes 1.3 expansion factor. LT/RT LT/RT, Seed mix #20 w/temporary seed, Type B fertilizer, no mulct Seed mix #20, Type B fertilizer. lit4441II1411 T�� PRO CT KAISER lfflrf�� ABUT ABUTMENT LT. LEFT AC ACRES LS LUMP SUM AGO AGGREGATE MH MANHOLE AH AHEAD N NORTH ADT AVERAGE DAILY TRAFFIC PAVT PAVEMENT AVG. AVERAGE PC POINT OF CURVATURE ASPH ASPHALTIC RE PRIVATE ENTRANCE SK BACK PT POINT OF INTERSECTION BM BENCHMARK PL PROPERTY LINE p CENTRAL ANGLE OR DELTA PP POWER POLE CL, CA CENTERLINE PT POINT OF TANGENCY C do G CURB AND GUTTER R RANGE , RADIUS CARD CRUSHED AGGREGATE RCCP REINFORCED CONCRETE BASE COURSE CULVERT PIPE CONIC. CONCRETE RD ROAD CDR CORNER REBAR REINFORCEMENT BAR CORR CORRUGATED REDD REQUIRED CSCP CORRUGATED STEEL RDWY ROADWAY CULVERT PIPE GERA CORRUGATED STEEL RHF RIGHT HAND FORWARD PIPE ARCH RL. RA REFERENCE LINE. Rft RAILROAD CTH COUNTY TRUNK HIGHWAY BY, RIGHT OR CULVERT PIPE R/W RIGHT-OF-WAY CY CUBIC YARD S SOUTH CWT HUNDREDWEIGHT SAN S SANITARY SEWER DIA DIAMETER SIDS STANDARD DELTR. DRAWING D DEGREE OF CURVE SE SUPER ELEVATION DHV DESIGN HOURLY VOLUME SF SQUARE FEET DWY DRIVEWAY SHLDR SHOULDER ESE EXC. BELOW SUB GRADE SPECS SPECIFICATIONS ELEV., EL. ELEVATION SQ. SQUARE ELEC. ELECTRIC SS. STORM SEWER EX. EXCAVATION Sy. SQUARE YARD EXIST EXISTING ST. STATE TRUNK HIGHWAY E EAST ST. STREET FE FIELD ENTRANCE STA.. STATION FF FACE TO FACE SW SIDEWALK FL, F/L FLOW LINE T TANGENT G GARAGE TO TOP OF CURB ON CRID NORTH L. TA TRANSIT LINE H HOUSE TEL TELEPHONE HYD HYDRANT TEMP TEMPORARY A INTERSECTION ANGLE TLE TEMPORARY LIMITED EASEMENT INTERS INTERSECTION TYP TYPICAL INV. INVERT USN UNITED STATES HIGHWAY R IRON PIN OR PIPE UG UNDERGROUND LC LONG CHORD OF CURVE V DESIGN SPEED LF LINEAR FOOT VAR. VARIABLE LHF LEFT HAND FORWARD VERT VERTICAL L LENGTH OF CURVE YD YARD ST, CROIX ELECTRIC CO-OP ATTN.: MIKE BUCKLE 1925 RIDGEWAY ST. HAMMOND, M. 54016 PHONE (715) 796-70D0 CENTURYTEL OF NORTHERN WISCONSIN ATTN.: GARY SCHIEFFER 20 S. WILSON RICE LAKE, W. 54868 PHONE (715) 234-5528 _ AMERITECH DESIGN CONSULTANT COOPER ENGINEERING CO. INC. 310 W. SOUTH STREET RICE LAKE, WI. 54868 PHONE (715) 234--7008 ATM.: RICK POOOIAK 310 S. DEWEY ST,. EAU CLAIRE, W. 54701 PHONE (715) 839-5565 WISCONSIN GAS ATTN.: TOM KPOSTAG 1921 BTH ST. SOUTH WSCONSIN RAPIDS, W. 54494 PHONE (800) 236-2805 AT&T ATTIC; RICHARD SMITH 310 N, DEWEY ST, EAU CLAIRE, W. 54703 PHONE (715) 833-2054 MCI WORLDCOM ATTN: DAN WHITE NATIONAL SUPPORT/INVESTIGATIONS DEFT, 2855 LOC, 642 RICHARDSON TX, 75082 PHONE (630) 395-6122 am ATTN.: JM BURTON 560 N. RIVER RD. SUITE 500 ROSEMONT. IL. 60018 PHONE (800) 788-0751 UNION PACIFIC RAILROAD ATM.: ROGER GILBERTSON 2D6 EATON ST. ST. PAUL. MN. 55107 PHONE (6,91) 552-3941 L ' • 3 1— 242-8511 TOLL FREE 2040 W. WSCONSIN AVE. SUITE 10 MILWAUKEE, W 53233 OTHER CONTACTS „51cam COUNN SH�EF°i OF�Fl E� 1101 CARMICHAEL RD. HUDSON, W 54016 PHONE (715) 381-4320 DFPARTI�IE(jZOF N�LiR_A�_FF�OT<RS,Ev ROB STRAND P.O. BOX 4001 EAU CLAIRE, W 54702 PHONE (715) 839-1609 �T 5R0f# NTY Ujg{y/AY DEPA,RTTAENT DANIEL J. FEDDERLY, P.E., RA-S. COUNTY HIGHWAY COMMISSIONER 1150 DAMS ST. HAMMOND, W 54015 PHONE (715) 796-2227 • ELEVATIONS SHOWN ON PLAN ARE REFERENCED TO THE NATIONAL GEODETIC VERTICAL. DATUM OF 1929(NGVD-29). COORDINATES ORIENTED TO THE WSCONSIN COUNTY COORDINATE SYSTEM ST. CROIX COUNTY. NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT APPROVAL OF THE ENGINEER. DISTURBED AREAS WITHIN THE RIGHT-OF-WAY EXCEPT THE AREAS WITHIN THE FINISHED SHOULDER POINTS SHALL BE FERTILIZED, SEEDED, AND MULCHED, AN AVERAGE SHRINKAGE FACTOR OF 30% WLL BE USED FOR FILL VOLUMES. SEED MIXTURE 20 AND TEMPORARY SEED WILL BE USED THROUGH OUT THE PROJECT, EXACT LOCATION OF EROSION CONTROL ITEMS TO BE. DECIDED IN THE FIELD BY THE ENGINEER. THE LOCATION OF THE DRIVEWAYS AND FIELD ENTRANCES WILL BE DETERMINED BY THE ENGINEER. WHEN THE QUANTITY OF SURFACE OR BASE COURSE IS MEASURED BY THE TON, THE DEPTH OR THICKNESS SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL THICKNESS WILL DEPEND ON THE DISTRIBUTION OF THE MATERIAL AS DIRECTED BY THE ENGINEER. THE LOCATIONS OF EX)SIING AND PROPOSED UTILITY INSTALLMENTS AS SHOWN ON THE PLANS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY INSTALLMENTS WTHIN THE PROJECT AREA THAT ARE NOT SHOWN. THE RIGHT OF WAY AS INDICATED WAS DETERMINED FROM AVAILABLE PLATS/CSM°s, COUNTY RECORDS, AND FROM INFORMATION PROVIDED BY ST. CROIX COUNTY HIGHWAY DEPARTMENT. THE RIGHT OF WAY AS SHOWN IS NOT INTENDED TO BE USED AS A PLAT, 8E8-2 TYPICAL. INSTALLATIONS OF EROSION BALES 8E9-5 SLT FENCE 8F1-11 APRON ENDWALLS FOR CULVERT PIPES 9A1-HA AT GRADE SIDE ROAD INTERSECTION, TYPES "B1 62"; C". AND "D' AND TEE INTERSECTION BYPASS LANES, 15C12-2 TRAFFIC CONTROL FOR LANE CLOSURE (SUITABLE FOR MOVING OPERATIONS) v 0 4 0. CD r TI N O N O O N r c*a ca "4 DO Z 0 DO LLI 2 45 'S Q N O GO M CD O CL CD O N CA CTH TT EX. 2'-3' CRUSHED AGG. IT'— SHOULDERS EXISTING C/L REFERRED TO ON PROFILE & CROSS SECTION =101941:911 32' CLEAR ZONE----51 ----------- 9—^� FERTILIZER. yg°2 '^'� �^'�' SEED & MULCH it .._._.._._.._m_�.__._.....® 1 f �� (CUT) POINT DEFERRED TO ON PROFILE &CROSS SECTION 02 /FF a , 1 047 .-._. _._-. EXISTING 3` 3` ASPHALTIC CONCRETE ASHALTIC PAVEMENT PAVEMENT TYPE E-1 (BY OTHERS) J EXISTNG BASE COURSE PULVERIZE & RELAY EXISTING BASE AND SURFACE (BY OTHERS) FERTILIZER. SEED & MULCH 4' SALVAGED TOPSOIL COT 3,N 25:b CMN S' ROUNDING - &' (MIN.) E-MAT, AS REQ°D BY FIELD ENGINEER EXISTING SUBBASE 3" CRUSHED AGGREGATE SHOULDERS (BY OTHERS) ='ZJ CRUSHED AGGREGATE -. BASE COURSE 1y'GRANULAR BASE COURSE EXISTING & PROPOSED MAINLINE RECONDITION & WIDEN TYPICAL SECTION (JOT TO SCALE) STA_ 110+00 - 212+60 STA: 216+60 - 269+00 32' CLEAR ZONE — -- 2' 16, -- .04'/FT CA GIN IT 16° — PROPOSED CA POINT REFERRED TO ON PROFILE & CROSS SECTION 02'/FT. 3` ASPHALTIC CONCRETE PAVEMENT TYPE E--I (BY OTHERS) 32' CLEAR ZONE 3" CRUSHED AGGREGATE SHOULDERS (BY OTHERS) 7' CRUSHED AGGREGATE: BASE COURSE IC' GRANULAR SUBBASE COURSE. PROPOSED MAINLINE RECONSTRUCT TYPICAL SECTION (NOTTO SCALE) STA: 212+60 - 216+60 1 4" SALVAGED TOPSOIL (CUT) & Mi DRLL) 4' SALVAGED TOPSOL (FILL) ___�T..... __._..__.. _. 1 ! 7 CUT 25,1 �MA,YOR 2 ".- )- V ROUNDING s CMIN .. _ _ ... - ° FILL. FILL REMOVE EXISTING E-MAT, AS REO°O TOPSOIL BY FIELD ENGINEER e NORMAL CRONN" .02'/FT. SEE CURVE DATA FOR SUPERELEVATIONS. 2° FERTILIZER, SEED & MULCH /FT. 4' SALVAGED TOPSOIL r 2._s lAk ✓af71a,} FILL FILL ' S' ROUNDING REMOTE EXISTING TOPSOIL 4' FERTUZE, SEED VARIES FE'nLIZE SEED & MULCH (NOTED ON PLANS) MULCH NATURAL 4� SALVAGE GROUND 4' SALVAGE TOPSOIL NATURAL TOPSOIL —OC2 ft It O.ft It--- GROUND " AAPH, —777-1,2 S7-777 CONS. PAVE C' CAB C, 6' CRUSHED AGGR.TYPE E�1 IN CUT C/l (TYP) BASE COURSE W FILL ASPHALT DRIVEWAY GRAVEL ENTRANCES TYPICAL CROSS SECTION FOR PRIVATE DRIVE OR FIELD ENTRANCE. f MIN, (X PPE 0 DESIRED) FLOW 6% MAX. 1 5' ASPH rONC- CA SUBGRAC SHOV ON CROSS SECTIONS TYPICAL DRIVEWAY PROFILES 12% MAX, LM IN STATE PRR CT NUUaER NO. 5 MISCELLANEOUS QUANTITIES SILT FENCE, DELIVERED, INSTALLED, MAINTAINED EROSION MAT, DELIVERED & INSTALLED EROSION BALES, DELIVERED & INSTALLED TO STATION LOCATION LF. STATION TO STATION LOCATION TYPE/CLASS S,Y. STATION TO STATION LOCATION EA.STATION — LT 100 114+50 119+25 LT./RF TYPE 1, CLASS IT 850 269+00 LT. /RT, 500 127+50 128+50 127+50 130+50 RT. 300 143+50 148+50 LT. TYPE 11, CLASS B 450 _LID+00 PROJECT TOTAL 500 132+50 136+00 LT,350 149+00 154+00 LT_ TYPE 11, CLASS 8 450 133+50 134+50 RT. 100 156+OG 160+00 LT/RT. TYPE 11, CLASS B 710 138+00 143+00 RL 400 216+50 218450 RT, TYPE 11, CLASS B " 0 165+00 169+50 RT. 450 238+00 242+00 RT, TYPE 1, CLASS B 360 194+00 200+00 202+00 205+00 LT. 600 LT, 300 PROJECT TOTAL 3,000 207+00 209+00 LT. 200 210+00 212+00 LT. 200 244+00 247+00 LT, 300 250+00 253+00 RT, 300 PROJECT TOTAL 3,6GO COMMON EXCAVATION CORRUGATED STEEL CULVERT PIPE STEEL APRON ENDWALLS FOR CULVERT PIPE STATION TO STATION LOCATION C.Y. COMMENTS 110+00 269+00 LT./RT. 12,000 RAW (IN PLACE) CUT VOLUME REMOVE OLD CULVERTS RIPRAP FOR CULVERT PIPE DISCHARGE _IPR6JTEtCT TOTAL i 2,000 APRON RIPRAP STATION— LOCATION SIZE END WALL (EA.) L.F. DISCHARGE (EA.) STATION LOCATION EACH 54' 2 — 1 215+41 CL 1 137+85 CL 35'x24* 2 46 1 BORROW EXCAVATION 253+16 CL 1 215+41 CL 253+16 CL 24" 2 52 1 257+00 CL 1 257+00 CL 35'.24* 2 52 1 STATION TO STATION LOCATION C�y.- 265+85 CL 1 265+B5 CL 42' 2 46 1 110+00 269+00 VARIOUS 7,200 PROJECT TOTAL 4 PROJECT TOTAL IQ 196 5 PROJECT TOTAL 7,200 -TRUCK MEASURED, INCLUDES 1,3 EXPANSION FACTOR SALVAGED TOPSOIL GRADING,INTERSECTION SEEDING, FERTILIZER & MULCH LOCATION STA. L.S. COMMENTS STATION STATION TO STATION LOCATION STA. STATION LOCATION EA. COMMENTS INCLUDES SELECT BORROW, TOPSOIL, SEED MIX #20, STATION TO STATION LT./RT. 13.7 SEED MIX #20, TEMPORARY SEED, 110+00 123+70 LL/RT. 117 215+70 LT.I 215+70 ITT. I TYPE IT FERTILIZER & MULCH 110400 123+70 126+70 269+00 LT./RL 142.3 FERnUZER TYPE B 126+70 269+00 LT./RT, 142.3 156 PROJECT — 2 BORROW SITE NO MULCH IN AREAS OF EROSION MAT PROJECT TOTAL PROJECT TOTAL 156 CONSTRUCTION STAKING CRUSHED AGGREGATE BASE COURSE TRAFFIC CONTROL GRANULAR SUBBASE COURSE STATION TO STATION LOCATION C-y�' STATION — TO STATION LOCATION CN- REMARKS STATOR TO STATION LOCATION L!L STATION TO STATION LOCATION LS. LT./RT. 17,800 110+00 269+00 RT./LT, 8,000 WIDENING RECW6TRUCTION 110+00 269+00 RT, 110+00 269+00 RT/I_T. 212+60 216+60 LT,/RT. 400 212+60 00 216+60 RT./LT.. 3 INTERSECTION TOO TYPE C iPRO,TFCT TOTAL PROJECT TOTAL PROJECT TOTAL 18,200 215+70 LT. 100 TYPE C NTERSECTION 215+70 RT, *TRUCK MEASURED, INCLUDES 1.25 EXPANSPON FACTOR PROJECT TOTAL 8,500 -TRUCK MEASURED, INCLUDES 1,3 EXPANSION FACTOR T ar C_? d N 7 n. Q 4? CV Q N Q N_ 00 to M y� } i N V N 3 N a i� es. 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Y1 2d.n sag xi3x �nir s«esat Y1adt@ 1111, ina@ 19.Cd �'91! 2�54 Sp,Ya b49}3a Y ETa`A 13 `9 mAa.� m _2SS5 Y. y} Y},Sa 49Y193 12.,13 112911J iT2aD5 Si.M S&84 _ TS�eE 4Sa5 %Y 8935S13 eTY+%1 12.®T }0-50 ;J.42 Y4,8A 49T3]I 114NM iT}aW 1&l4 ]t YS }}®x ESTI ggp7,t9 fiaBB.`A iX3aY} t4 C9 YZ84 41_`9 a9_C2 4ggg.5g ti^A4.'S eYkW Sa.09 iTY9 �� Ub 4C@9.}9 tt`440.1 t)aa50 _iQ 21 ;QC2 32C¢ 4¢,W 4rS1.fT Y1M0.43 4YStrW 5943 Ti_4a 2p.>E '^�.� _64.12 gy.4P 4Y51.24 4Jd0.BQ B1TG?0.9 it P56M ITi4'A tEn 39.@3 9TS�lm i5C2 i25A 2g 85 2998 4ESd.59 it)d>.48 iTEWSP YSW ii�53 39 I9 24, 2] 4812J0 11@It E4 eTTWIXV fa�0t 469 2E9# 210T 4d513# 11632.F@ iXI+SO t_4 ]F &95 2gi.tJ 3n9t b[83.W I1 P:_A 95 IrSaW 14 W 11.14 2639 23.9@ 9A19 ¢4 11992&} :)345Q 14.•9 i`Sds 15,13 S?U 4934 E; tt403.39 tibW 14.4C i&Yl 2Y.m 2a.@Y e9E6.3d t18J3..20 YT445? 14.p3 984 TY16 Y1111 a49}54 119'A.31 9MiaW t9_4J _ 4.25 ;592 22<IDSC19.0 it BP0..W 1_MrM _I}=P sa3 2a 38_ I3.YT YN4,M 4YA12IR YE19 W_ YSC4 990 Y1Pv&S S4.W Yytl} 'pEg9S 9SOYT10 IEta'A tY@9 25W T0.W 26t1 2p_YR %5}F2 S1PStI I"C321 82^A4.93 132 Kq iSCb 124Y 182a5P 13.Y4 12".@ 2EYS S4.t3 515t.C9 13Y14.� t&1trC0 i364 if_94 23.E2 SyHd 51MSY 12taAW 189+54 19 PR_ i].W 29.&9 yry E4 5310.35 tT.WT6 i6a+W 1E.34 13.@C 2q.41 y4.0y a2+9.E4 t2214.M ib4W`Q 1444 9266 �IE4P -15F0 28.Ya SYEB.`9 IY241S9 1a5aM 19,59 ]t,CB A.C9 23Y2 ZASY }43J 5299.41 .".3165s SSES 47 tIITi Ci 12Y.'4.CR t2}3}<4 I P3a^_O e79P Y2.N f 4b+W iH 98 11.,40 104 5C IS.a@ 90.F1 ja]] 41.0 5}E9 T9 Y33F19< fAJ M 12>b t@W 24 CE 4221 541 P5 tY41S15 13£ XI 1}Sb IY.6a 35?S fl.4! A4 8 12a'A14 1.5 Cp 14 ST iX.d4 24.20 41.a@ 54e3 9 i2YbW 183 %1 19',8 18.60 14.9E 3291 5NJ 53 12S19.S} 33 OS 9.E1 i4.4t ;F.49 2}EB 5511A 1T5fiY.:4 i EHaW 2Y42 kt9 6].88 9Y5 9'S]YI iTS)1.44 19Mb] 2bx3 Y._95 UM _Y.21 SPCY_T4 12�n 144+Y1 21SY 1169 d33 42:5 5B4p02 fYE31 :8 of 9Y�M t+Ji ;193 M]3 4).N 5ET@N 1202RM 1414`A ZSES 4S4C 21_t5 1}ST Se99.49 iPE44.16 .73 z5ss i2>} 2z" ISE, 9T2229 127M.98 192Kq 19.W itSA 11`9 2+.9P STSi.f1 171N.91 t4FfA ib^.4 t0.W }tR 2Y.5F 65JM65 12)0a.55 183app 9591 1204 2P.33 J248 'R'&4> 12)9xOf 193a`A ti.i} ta.92 2119 AOF SEU.6l 1 I2'iJift TRADING SUMMARY Cut (computed) Adjustment (AC milling) Adjustment (intersections, P.E./F.E.) Cut Fill (including 1.3 expansion factor) Borrow Required W ■ 12,000 19,200 - 74200 C'AT. N0. 2130 - I 10 MAX A. & NANCY L. HANSEN 1406 CTY. RD, TT ROBERTS, N 54023 23 24 26 25 14.5' ASPHALT PRIVATE ENTRANCE SAND BAG - 18' C.M.C.P. 33' C.P. INLET ROW IL - 41.25 ROW 0 111+00 1131roo 14+0-oo 4L27 ROW - SAND BAG - C.P. INLET BEGIN PROJECT pl- I10+Oo HERMAN & CHERYL HOESLEY N- 343503.3520 797 140th ST, E- 57303513560 SECTION LINE- 2.09' RT ROBERTS, VA 54023 JAMES W. & RUTH 0 CONNELL 1367 CTY. RD. TT ROBERTS, N 54023 /— TYPE 1, CLASS B ,, EROSION MAT —4 I" TYFE I CLASS 8 is' C.M'c-P' EROSION MAT IS' FIELD ENTRANCE LOCATION BENCHMARK I ELEVATION CT} TT C EXISTING GRADE EROSION BALE DITCH N CHECK (T-tP,) rt ROAD SLOPE INTERCEPT OC7 SECTION LINE EXISTING DITCH LINE (TYP.) GILLIS FARMS, INC SLOPE INTERCEPT 1486 CTY, RD. TT ROBERTS, N 54023 !TAM PR0. CT NUVSER S ,EFT NQ. 7 PLAN & PROFILE ,36' FIELD ENTRANCE z� 33* ROW 122+00 0 :Fo P7n �77 ?PT" R)W L + SCALE 50 2b - - -i- m IW 110+00 111+00 112+00 113+00 714+00 115+00 116,00 117+00 118+00 E19'00 120+00 721,00 122+00 723+00 124+00 STATE PROXCT MA49M 9iOT NO. 8 PLAN & PROFILE HENRY NEMALLE 967 HWY. 65 ROBERTS, W 54023 18' GRAVEL -\ 2425 PRIVATE ENTRANCE Pl- 127+DO N- 343486,5910 ie 24 . C�WCP SINGLE SPAN STEEL GIRDER E�C!574735_70711 200' 20* GRAVEL W. END BURIED BRIDGE W/6* SLAB W1 ASPHALT OVERLAY S BON LINE- 3.39' FIT. ROW q ROAD SECTION LINE 20, FIELD ENTRANCE FIELD ENTRANCE SILT FENCE REDID SLOPE INTERCEPT SAND BAT C.P. INLET FIELD 0 45' SAND SAG 41.25 C.P. INVERT 33' ROW 180'09*29 S, — — — LT FENCE REDID — — — — — — 1: — — — — — — — — — — — — — — — ROW 74- 0 128+00 129+00 30+00 0 +_ 1 131+00 — 132+00 133+00 134+00 135+00 136 0 - 131 +oo_ y.I3E ROW ROAD ALREADY WDENED OUT TO EROSION SALES REDID GUARD RAILS. NO WORK REST) REQ`0 SILT FENCE �Y STA. 123+70 TO STA.126+70 LOCATON K BENCHMARK ELEVATION STW, 136+40.64 1.51' T ALUMINUM CAP 985.03 CTH TT 10 SCALE 1045 1045 - ---- ----- _T ------- ------ 50 1 1035 - ---------- 1035 1025 1025 -- ---- - ------- ------ . .............. 41 — ----- - 1015 1015 t --- - - i 1005----- 1 5 Cp------ - ------ -- ---- --- L 995 995 - ---------- - ---- -- .... . ...... . 985 985 ! i � � � ---- ------ � � -- __l --- � ( ---- I I I i I i ( � � I !3 � M6 g 'm 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133,00 114+00 1.35+00 116+00 137+00 135+00 GILLIS FARMS, INC. 1486 CTY, RD, TT SLOPE INTERCEPT PI- 142+00 ROBERTS, W 54023 N- 343470.2130 E- 576235.6690 SECTION UNE= 2.94' RT. 179'38'05' 41.25 ROW S'17 *17 180'2' 2-0 1300 I 40+U14 (I0- o p -3 < -7- pl- 13a+00 oo 20' GRAVEL 20' GRAVEL FIELD ENTRANCE - N- 343472.7110 FIELD ENTRANCE E- 575835.5990 SECTION UNE- 1.19' RT. 17' TLE FROM SILT FENCE STA. 126+00 - 142+25 RT. REO'D GILLIS FARMS, INC. 1486 CTY, RD, TT ROBERTS, VA 54023 17' TEE FROM STA. 1504DO - 152+50 LT. 22' GRAVEL ENTRANCE SAND BAG TYPE 11 ' CLASS B C.P. INLET FIELD 0 45' EROSION MAT 24' CM.C.P. W/AE',YS 41.25 ROW FIELD 0 50' 41.25 ROW -:,LOPE INTERCEPT \ :(L ROAD , SECTION LINE 16' GRAVEL FIELD ENTRANCE STATE PR0. CT NlIVEEP SHELF NO. PLAN & PROFILE + SANP BA TYPE 11, CLASS 8 C.P. INLET EROSION MAT is' M.C.P. W/AW 025 015 138+00 139+00 140+CO 141 t00 142+00 143400 144 YCO 145+00 146+00 T47+00 148+00 t49400 150+0 T5I,00 IS' GRAVEL PRIVATE 1486 CTY, RD. TT ENTRANCE ROBERTS, W 54023 14' GRAVEL FIELD ENTRANCE WIAEWS C,P. INLET SAND BAG TYPE H, CLASS B 41,25 ROW -- SLOPE INTERCEPT N- 34345IJ73 _ROAD C|LU5FARMS, INC. 1486 CTY RD. TT ROBERTS, @O 54023 ELE 10 10 PLAN & PROFILE O'CONNELL TRUST SLOPE INTERCEPT SLOPE INTERCEPT 18 G' 0 42' ROW SAND BAG -,33* ROW 10' SPHALT C.P. INLET NO AEWS UNKNOWN UNDEVELOPED TOM O'CONNELL SECTION LINE- 0.00' Rt itil -_ - STAT7 PR CT NUMBM _FsHEET NO. EMMETT L, & JANET TI GREGORY & LUANNE O'CONNELL EMMETT L. & JANET PLAN & PROFILE 1510 CTY, RD. TT O'CONNELL TRUST O'CONNELL TRUST ROBERTS, N 54023 1530 86th AVE. 1530 86th AVE, ROBERTS, W 54023 ROBERTS, W! 54023 PAUL W. & DOLORES 1, FORD SAND BAG 1554 CTY. RD. TT C,P, INLET rL ROAD HAMMOND, WI 54015 20' GRAVEL SAND BAG SECT10N LINE I-P* NIT 11' ASPHALT FIRD ENTRANCE SLOPE INTERCEPT 42� PRIVATE ENTRANCE ROW 33' < ROW — n� r 0 33' ROW �17rTLE 1 '5+30 Pl= 165+00 3 '33 SLOPE INTERCEPT 24�' C�M,ct N= 343443,3828 .. ... Em 5785M5182 ROW I� T 15' GRAVI SILT PENCE FMR 0 m ST& 168+DO — 169+50 RT. 16' GFI W/ AEWS SECTION UNE— 2.56' LT. REQ'D PRIVATE ENTRANCE PRIVAF ENTRANCE GERRY & LINDA BEACH STA_ 175+40 q_ PROTECT EX 24' C.M.C.P. UNKNOWN 1509 CTY. RD. TT THOMAS & CHRISTINE DURING CONSTRUCITON UNDEVELOPED ROBERTS, Wl 54023 COBB-SAUER I ACTIVITIES 1515 CTY, RD, TT ROBERTS, N 54023 GILLIS FARMS, INC. 1486 CTY. RD, TT [A �JSENCHWARK _��TKFV_An_ONJ LOG ON ROBERTS, WI 54023 STA 176;766 �3736 36� 3/4� REBAR C I"H TT 1065 I ------ -- --- 1065 055 1055 10 _777 �_T_ --- ----- - - --------- 1045 1035 -------- -- - ----- ------ -- --- --- 1035 1025 ' 1025 1015 1015 --------- -- -------- - 10 LSCALE 1005 .. .. .... .. __j -------- -- --------- 00 -5 50 IR 7'. o 22 �D 2'o 20 C Ro Ro o po 2 -0 _0 -0 -0 In 165+00 U564ro 167+00 168+OG 169+00 170+00 171+00 172+00 M+00 T74+00 176+00 176+00 177+00 178+00 Vol, rt_ ROAD 33' ROW SECTION UNE. '. SLOPE INTERCEPT 33' ROW I LOCATION 9ENGNi9ARK ELEVATION \C5z - � c�sa , <- STAM PROJECT NUVRER SHHT NO. 12 PLAN & PROFILE PAUL W. & DOLORES I. FORD 1554 CTY. RD. TT HAMMOND, W 54015 25' GRAVEL p1l PRIVATE ENTRANCE SLOPE INTERCEPT %I 180'0�p' 33' ROW - 1130'44* —i-V+oo 189, ---- — — — — — — — — — — — — — — — — — 42* ROW PI- 192+00 PT. 189+46.98 N- 343454.6488 N- 343453,5930 E- 581235.4947 E- 580982.4690 SECTION UNE- 2.53' LT. SECTION LINE- 0.00' RT, 1 33' GRAVEL ELD ENTRANCE GILDS FARMS, INC. 1486 CTY, RD. TT ROBERTS, " 54023 lOSCALE i 50 .1 "N IP; alci 11,4 �� N 4�" I , " - 22 ol 0 -0 -0 - t79+00 180+00 181+00 M+00 183+00 - 184+00 185+00 186100 187+CO 188+00 189+00 19GI-CG 191+0() 792+00 .... . ... STA. 195+35 Q PROTECT EX 36' C.M.C,P. DURING CONSTRUCTION ACMATIES 33' ROW —7 42' ROW 36, C.M'C.P' W1 AEWS SAND SAG C.P. INVERT STATE erzo CT N VBM S Ev Na 13 PLAN & PROFILE PAUL W. & DOLORES I. FORD 1554 CTY. RD. TT I DONALD H. & WARREN A. RODE HAMMOND, VA 54015 17' TLF FROM 1595 HWY. 12 SLOPE INTERCEPT STA. 202+60 — 203+50 LT, HAMMOND, VA 54015 SILT FENCE '-"Pp 20' SOD FIELD REO'D ROAD j SILT FENCE 33 11 ENTRANCE TO REQ'D ROW ABANDONED FARM HOUSE 75* 179'44'53' ROW 198+00 99+00 200+00 1+ 20 777— T-- 51.75' ROW 12 C P 42' ROW SLOPE INTERCEPT SECTION LINE Pl- 202+00 N- 3434672343 E- 582235+4142 1 jC+M v II 24' GRAVEL PRIVATE ENTRANCE SECTION LTNE= 4,00' L.T. I tl GILLIS FARMS, INC. RICHARD W. & 1486 CTY, RD. TT SHERRY S. DEISS ROBERTS, WI 54023 Z— 1573 CTY, RD. TT HAMMOND, Wl 54015 10751 ffaml so scald 1035 1so d93+()G 194+00 195+00 195 1 00 197+00 198+00 199400 200+CO 201+00 202+00 203+00 204+00 205+00 206+00 DONALD H. & WARREN A. RODE 1595 HWY. 12 SLOPE INTERCEPT HAMMOND, VA 54015 SECTION LINE- SILT FENCE 14' SOD FIELD REO'D ENTRANCE rt ROAD 33' pn. 7 SANDBAG C.P. INLET —SILT FENCE 33' REO'D ROW -7_1-;rr0E-5 F I $HHT NM 14 PLAN & PROFILE 19 20 18' SOD FIELD WARREN H. & WARREN A. RODE ENTRANCE 1595 HWY. 12 16' GRAVEL FIELD HAMMOND, WI 54015 50' ENTRANCE SLOPE INTERCEPT ROW TYPE it, aAsS B 1 -5 `511 BROWN MAT 33, ROW 7 -2 5+ ------------ 33' 33' 57 ROW 20 GRAVEEL GRAVEL W- ROW I " OF ROW LT OW 1) TRANCE- IF Oz FIELD TRANCE PRIVATE ENTRANCE STA. 2Q9+BQ Q C.P. INVERT SEE DRIVEWAY PROFILE DETkL j P OTE I PROTECT 17' TLE FROM 17' FROM SLOPE INTERCEPT DURING- ST& 208+75 - 211+GO RT. STA, 212+50 - 215+35 RT. RICHARD W. & SCOTT A. & STA, 21 +41 0 SHERRY S, DEISS DIANA T. REMOVE EXIS N S 18" 1573 CTY. RD. TT HEINBUCH GREGORY J. & DEBORAH A. GILLIS STA. 215+25, INSTALL NEW 6, 9 HAMMOND, W) 54015 776 160th ST. 796 160th ST� 46 L.F. 35'x24' C.M.C..P, PIPE ARCH &2 A.E.W.'S, LF/RT. HAMMOND, WIHAMMOND, WI 54015 RIPRAP DISCHARGE 54015 I LOCATION -IBENCHMARK ELEVATOR I I STA. 215+70,21 0.00' RT I ALUMINUM CAP �1056 �48 STkj 215+25, 31' LT. K INV.= 1054,20 ITAJ215+25, 31' FIT S. NV.= 1054.40 33' ROW FIELD 0 50' STA: 215+70 TYPE C INTERSECTION REO'D SEE AT GRADE INTERSECTION DETAIL SLOPE INTERCEPT PI- 215+70.20 N- 343490.2980 STEVEN H. & RENEE HEINBUCH E- 583605�4190 SECTION LINE= O.00' RT. HEINBUCH TRUST 1624 CTY, RD. Z SAND BAG HAMMOND, W 54015 C.P. INVERT Ramom O .;,P[�-I 4 O tp :t(t '.h �"'..,N tQ "v_A M1, cn'-1 W M u"e'"V',%:�.- N h ' h� ;'4C`I:..,.WtWP9 h. �"G..-' �PP7 ✓�3 '.UI O.-y n<' h.- v �.4- .. i W . �" �OO Ns d. S44A1 i�' e4r07 �A 1. hmui.. �I vua a["f'.::Wt,O� �44� v��Y.>'i�, �K�O�l u�i h �N t �O-e ^y.�l ,. 4 QPJJ;:11°l�NPO e` iP.t-i..',. u] <. -'o n�� 0 �ivN'OD� vy: 4.q1;"n i'Ii... -0 0io II I t,.I a'o 280 i ^ . I (, I ( 2, ..n'�'' O<^ t. � 9 , 2 - - 207,,00 208+OG 209400 210+00 211+0G 212+00 213+00 214+CO 215+00 216+00 217 1, 00 2 8 4 00 219 +00 220+00 of WARREN H. & WARREN A. RODE 1595 HWY, 12 HAMMOND, N 54015 FIELD 0 100' 4. r- 33' ROW `724 Ono- + + ----------- - f ---------- 4- 33* ROW SAND BAG AND BAG SLOPE INTERCEPT C.P. INVERT FIELD 0 50* SPA. 221+90 9_ PROTECT EX- 38'x57' ELLIPTICAL ".GP. STEVEN H. & RENEE HEINBUCH DURING CONSTRUCTION ACnVnES HEINBUCH TRUST 1624 CTY. RD. Z HAMMOND, Wl 54015 N� JAMES W. & RUTH O'CONNELL 1367 CTY, RD. TT ROBERTS, W 54023 22* GRAVEL FIELD ENTRANC11 — SLOPE INTERCEPT i-8+70�'--J-29- 00 _73 3S- U-0—`2rT TTU 32�-cz --- - -------- 4----- ----------- - - - -- - ----------- -10 CL ROAD 0 SECTION' UNE FIELD 0 W Z-- SCALE STATE PROXCT NUMBER SHEET Na PLAN & PROFILE — -- - ----------- 0m1 imm R, 6:'` 6"! CL Iap 20Ir 20 0 2 -0 So �? o i I 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 231 00 232+00 233+00 234,00 M ........ STATE PROXCT, NUMBER SNEET NO. 16 JAMES W. & RUTH O'CONNELL PAUL W. & DOLORES 1. FORD PLAN & PROFILE 1367 CTY, RD. TT 1554 CTY. RD, TT ROBERTS, N 54023 1`29 ti ~ HAMMOND, N 54015 19 SEC71ON LINE -- TYPE I. CLASS B rt ROAD 0 SECTION LINE SILT FENCE (L ROAD 'I ROAD EROSION MAT IV ROD HELD ENTRANCE R E 02 / 33' SLOPE INTERCEPT SLOPE 33' ROW so+� Do" ROW 2 7+ 0 + + -Z-To + 0 0 —2�-�00 4 F+ �O 243+00 244+00 245+100 + 0. 246+00 247+OOT 11 248+00 -------- - -I 1-- --4 - ------- 4— 4-7 ;77" 1". R I L 33' ROW SAND BAG C.P, INLET FIELD 0 50' 17' TLE FROM STA. 235+00 - 241+90 BIT, Pt- 241+9Z05 N- 34349M29BD E- 586227.2220 50, ROW 16' GRAVEL SAND BAG INLET SLOPE =NTZRC�ErT 12, C'M.C.P. SECTION UNE- 0.00' BIT, FIELD ENTRANCE 18" 18' GRAVEL STEVEN H. & RENEE HEINBUCH W1 AEWS FIELD ENTRANCE HEINBUCH TRUST 1624 CTY, RD. Z PAUL W. & DOLORES I. FORD HAMMOND, N 54015 1554 CTY. RD. TT HAMMOND, W 54015 CTH TT 1115 1115 1 OS�5 1095 ----- - ----- - ------ -- 1085 ---------- - ------ ------ I - --- ------ 1085 1075 ---------- - ----- 1075 1065 10 SCALE i 1055 1055 50 1045 - --------- 1045 4 iM1 mN 6 'l 11,6 ':,,j P! "I"! "IR IR 0 o 0 235+00 236+00 237+00 238+00 239+00 240+00 241+00 242+00 243+00 244+00 245,00 246+00 247+00 248+00 M cm�E y DATA R.I.= 255+35,87 BK STT257400 Z 0 D- 39'23'38' R OVE 46 LE. 5 R- 145.44' T- 99.61' A.I SO, INVERT 4- 68'48'44' REPLACIt W1 52 LR L- 174.68' 35N24' C.M.C.P, PAUL W. & DOLORES I. FORD S.F.= .076'/7, PIPE ARCH & 2 W.'s LT./RT. LENGTH OF RUNOFF= 120' RIPRIA DISCHARGE 1554 CTY. RD. TT SUPERELEV, TRANSITION- 15V HAMMOND, W 54015 O.S.- 20 m.p.h. NOTE; MATCH RAILROAD GRADE AT RAILROAD 25' CROSSING TRACKS -0 q---, — SECTION LINE SILT FENCE REO'D I CL ROAD SILT FENCE REO'D11 33, - ROW 00 T4 T+ jO- 2 SAND SAG C.P. INVERT 25 GRAVEL ENTRANCE Is 33 , ROW PLAN & PROFILE SLOPE INTERCEPT Ao �j 33, ROW F�l rl- ch UNION PACIFIC RAILROAD -- — — — — — — — — — — )0 250+00 251+00 252+00 T- -- ROW I 1 1 IS' C.M.C.pj W/AEWS 24' C.S.C.P. SLOPE INTERCEPT IE 1\�SAND 24' GRAVEL FIELD ENTRANCE 7 BAG FIELD ENTRANCE0- C.P. INLET PAUL W. & DOLORES I. FORD 1554 CTY, RD. TT HAMMOND, W 54015 STA:253+16 9 REMOVE I G5.. L.F. .G.p REPLAC E C.F. E C7.R AND 2 A.E.W.'S, RT./LT. RIPRAP DISCHARGE ,?O�o STA. 253{16, 38- 1 N. INV.- 1073. STA. 253+16, 37' F 254+00 N� 715-235-6795 ATTN: DOUG HULKE GRAVEL PRIVATE ENTRANCE CURYLLDAI6 253+5 RT. PJ.- 257+37,34 BK WORK IN VICINITY OF ESTHER RAPP D- 41'13'00* CROSSING TO BE 1677 CTY, RD. TT R= 139OV COORDINATED BY T= 126�40* ST. CROIX COUNTY HAMMOND, W 54015 A= 84*33*28' HIGHWAY DEPARTMENT L= 20515' S.E.- OV/FT. LENGTH OF RUNOFF- 120* SUPERELEV. TRANSITION- 155' D.S.- 20 m.p.h. NOTE-- MATCH RAILROAD GRADE AT CROSSING 38' LT. lom 50 17 759 1 247+00 - 248+00 249+00 250+00 251+00 252+00 253+00 254+00 255+00 256400 257+00 258100 .2 0 1L Lo 7� co 0 0 (N cV z cm 0 CID da ED c> ON 1 R GRAVEL 3 ENTRANCE 2 P,I,= 264+0!L50 BK a 0- 445'00* 0 R- 1206.23* 260+00 11 T- 161.60' 33' ROW A- 15,1539, coo c' L= 321.28' S.E= 2 < SET- R A LENGTH OF RUNOFF= ISO, C'�PT56 017 UP 262-1-00 SUPERELEV, TRANSIT04- 245' 3, A- 0 O.S.® 55 m.p.h. 263+00 UNION PACIFIC RAILROAD 0 So 715-235— 6795 Row a �o W , ATTN: DOUG HULKS CA cq Aa SLOPE INTERCEPT SANIND C.P, VERTBAG LOCATION LOCATION 7854�ELEVATION 26 92 0 00' RT SURVEY SPIKE EE�E�� .9083.80 11045 CTH TT STA. 265+80. 35' LT'. N[ INV.- 1076,64 STA. 265+80, 32' RT. PAUL W. & DOLORES L FORD 1554 CTY, RD, TT HAMMOND, VA 54015 Ism 0 24' CAC SLOPE (NTERCEPT �q 2,1) W/ AEWS' STA:265+85 CL REMOVE 42' CMC.P. REPLACE WITH 46 LF 42" C.M.r-P. AND 2 A E.W,'s LT,/RT. RiPRAP DISCHARGE STATE MO.ECT NUV9ER SHEET NO. 18 PLAN & PROFILE END —PROJECT Slk 269+00 N- 343514.1184 E- 5887961582 SECTION LINE- 0.47' RT, 1W SCALE f 260400 261+00 262+00 26,3+00 254-00 265,00 266 +00 267+00 268+00 269+00 N U N 0 Cd 7 (" 1 N M 4 N O N co 0 3 !n Cd X M Cm N a w r Cl) 0 O 0 N 9 112+00 rr24ROW _.._ ._ —R A24 F t02Q 4t 6 v3 kC`5 l .._ 2. = a 0 26 4O 111+90 1024J . _ ROW tz4 1020L ! I L. b, t . /t1020 _6p _Rl — -CO __..... 0 20 dp 111450 111+00 110+50 110+00 115+00 ,atz ROW ROW t012 �..._...._ �_.. .. L A-* _aa p r-- 20 ¢6 6a 114+50 _ ROW_ _ ROW u s v � YYY i GO -60 -40 -26 q 20 ''aD Fd 114+27 114400 ROY ._ Rg1Y -20 0 ila i 40 6h 113+50 _ ROW ROW * 1 .I 118+50 _ 995� »� �uf. _agp E0 -40 20 0 40 6C 115+00 tccO - ROW -_ .. ROW _-.. •ctca 20 ap 60 117+50 -.ROW _ _......_ POW_--- 1. ...__ ' -6J � _<0 -'Q 117+00 7014- _RG4P __. ROW '034 yIy C -co 40 -20 ❑ 20 x0 60 116+50 ROW RUN t CIIXJ ..60 _.bp -20 0.___ 20 40 E 116+00 00 ,. ._..._�.._._....__' ... + IP.It OR1020 INTERCEPTnxr< (�. EV1004 ROW tµµ .....�_ RO ., I � �— F �1 10� 16\b�y6At t0<Xl� .f.J (......., 4P �46p.t� �___� 20 _.._.a1\S1 s G0� w -sO -20 0 <a 112+50 1t59-50 _ RG r .._ __ m_ ROW _ �__ I eo- bn ba id 6rG ,oeF tat pa a� II< ( J6� . '��, 4'EALE �\5t qh2-_9 g� 111 J 20 M 122+OO 12)+no ow n Al- , T-1 - lo � 88 120+5O ROW 9121 ,20+O0 msROW60 118+00 ROW ROW A,77- ,o a 2 n I f, 124+O0 /23+5q 12J+00 122+50 125+0 125+O0 12*+5O 12;+OO wuM, 2130-one