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1987 (61 PAGES) 8937-04-71.pdf
0 �110111 sh..t No I %tle st,cCt No T'Inc.l sectYc" o1d clot"ll, sheet No %-'L t Eon,, . of IS .o titer sf,w No ZIA mr1rI,11,111-1 (SiootftI-s sh"t NO 4 -4, E, Right of Ray p1m Short NO. 5-5, 7 Plan ,no Shoat No Standard Cet.,l 0r.-ir" Stoat NO Standard Sign Platos Sheet No. Structure Plans S"Y U0 C,,, ,.I,r Eo,th�,k ©eta SFPCt I,Io st,,,tx.os TQ7fL SI-ITS . 6d INTIIIIIIIIIIIIIIES, a► Design Designation vD.T. $986 w MOO A.D.T. 2006 1400 D.H.V. 84 D 60-40 T. oon 9107 V. 45 KRK STATE OF WISCONSIN ,#-,EPARTMENT OF TRANSPORTATION PLAN OF PROPOSED IMPROVEMENT SOMERSET A-,R PRAIRIE ROAD (84 go TH. STREET ST CROIX COUNTY Conventional Signs County Lit,. Fee Reat C-Utloh Sy-bol (Cic,v,Ubla Township or Parve Li,. Q.Ids under S,�fx.� Li� R.11'oPas CarpasatR or City Lima is Fence Property 1i,a C""xt. in Flair, Lot Li,. C.In.rt. Required F.iatiog Right of go, L,m PoTIor Pole N.. Richr of Not Lint, Telephone or Teleqrcok Pole Lase or Survey L%,* Right of Foy Harker, slo,v, intercept - ------ marsh . . . . . Roadway or Voodoo A -.a Grad, Elevation N I ----WMMOINNW- 5 FT, to PT. Sale, PLAN A f-m 0 3 PROFILE NO 6n LERC T81 0 0 40 FT. 0 10 FT, 3opt OR MILK Layout,., Scale e!!5iiw Total Not Le,,9th of Canterline 1.9!9 mi, N/ mazt, APPROVED FOR ST CROIX COUNTY _LATI COMWISS, 9 ORIGINAL PLANS PREPARED By SHORT ELLICITT HENDRICKSON, INC. CONSULTING ENGINEERS CHIPPEVA, FALLS wtxmsw ST PAUL MINNESOTA FA U Civ, f, A�' MlL DATE STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION EDO- C 9 L I`IIDIIRA� QHWAY ACM�WSTKATION 4�6. 4e68ca4m A"O, AWAD M AT A�E 4YEME AY6, 4YC)14bE 4DT AW^06E OWLY TMdFFC Ar AZJ,7Vl7N M, 8AC6 MaCeLINF WIC-4 lywrA Nr 16ITUMUfals I CEITTIZBL"fa A CENTRAL X16LE cac, Conc flcm oninr CoNaAUZ7 (4)r) 6CA cbpvtE^ g:a' CwIyTy Lr,4 COL"ry 7purtni 916mv4w eu I'D. CUBIC VAI50 C-P CuLVCMr PiPF e.,(& cin5 AND 6urrr^ 0 DE6PEE 6p C.U^vr= DAY Cielllwf gwl-� VOLUME 015, ly"MT" 0. ClAECTXYY4L DZ5Mt&j7WY a. SAW a WAST are ELECT8fc CAL) EL ELEVATiON E86 EX4WTAW 5EL6W.SUW)PADE WISE ralSnN6 Fr. rWr I FrEr Pfi PeWLD C-NrM4H= M Fwryo OAM, aAn"a &w. QMYLIL. ljUAOAQDwRrdNr 07rInswroyy hy. thy"T' tip /ADff ppc jr Jorrfr xr, jjNrToH Lr Lgr-r L.41F LGAT "WO R&%WRE) L LQN6M 09 dLAM Lk P. LIMM&D W6~ ZASEPIEDT sadsg� Mt MILES MPU, MILES FV', t4aO) h= INIXFmum M MiD OADfYArP MIN minimum ttYYC MayurifEnT (16AWL ry N6^T14 rk /4 Nuli"6em a5ur osurER6rc- PR. rAp'l.-A tS,IYL6N M& )mvT n4vEmEnr PC. Fo4mr cF cumy4nuw pi, nnflin-6.r myrt-AsEDT"f FOL. FtIA76N LON! Pg,c FrinrCFmEyEp,,sE ouwE LES P&IMPS PP FnWEM R)LE Fe, PMV4TE arn7-ANCE A I.Aotus fl MR NJLr64D ^4116a Line AT, �v6wr Apr N6F4r 94M ACAWIQAD FXCF AEgyr4ACED r1btWe CULygov Pra ?%EZ,*, P�INFOILCblarfr 80n AEn:o AEWM51D AD ?%now Ir 1C. secrAnH &X,D& -'WCULDEA 5 `SOUTH 152 YD wa4m nw SOD CMVIM DEFAL DA4wlrZ Sr Xrlaer 19E SUrEf1wELEMT7&y T 7r,`eZDT TEL TELEFi400E PEDESML r/rft 7mwM (&qip) TIP ryPTCAL IML, UNeL4MIFfaD UG. UHD&A6P4LUYD CA8Le VAR WAIABLE y Yr=Lccpry V& VEMM4L CL(A* w WEar MM warwnroAul IS UNITARY dEW-A 157, 6, 1146" SEWER aso STnppfns *AsgT Orawca It 1 111111 4 11 .41 THE EXACT LOC4NCY CX 4ULVEmr Wt . mwATE ElmAr_ES, 410 FIELD EMAANC.GS CW404L 8E fEW,"IrCo By Tpga E176nlF", "Sn*-ENENY FOR F,E. CWST MTTW KAR KEN ONTAWD, WIEN RlW S SHALL K EXTENDED 10 THE t0PTAACTMI• DfSTU?%-3EO AACAS VOTWUY WE PA.4r,::F Koy. ExcLuSIyE OF THE f1bilMED, ARE' 0 BE FOIrrILIZED AND SEEDED AS DfAECrED BY THE FfY61nffEF%. STANDARD DETAIL DRAWINGS BE,)-z nuu- r'sxr_' 804-1 SURFACE DRAIN 4PACM crowlILLS FOR e='vr.RTPYFE AND PPE AAZU ,DA t -4a. "ywr oENIL, ;UA Ar 6,iUce SIDE FVAD InTSM6EerI0'6 6C f - 7 COMST^Urr.Ej,Y BAnRicArcs 4No,3jVCArD &6MS is TRAFFIC CONTROL TO CLOSE HIGHWRY vnbrn CONSTRUCTION aw-It ConeRe7z, "Diw' e&v'qEr-- 44415i AM P,9Y2EME/Yr r1E,5 064-Z 6w aR /lIA660"Tv 9/10 SIOD lcw� zLqaxs TYPICAL PLACEMENT OF MIPRAP AT CULVERT ENDS u4nmEw s7ArES fbkFR CI, WI 50LrrW KELLEA AVE, AWAY, WIYD)USIM 5-460t 7rsl-2z.ls -JZ53 'l- 914-VACO SCMEASET -MLENONE CO. J2mlSA5ET AftSCONVAJ 54,025 7W- 247-SS45 1/1 VIC70R lm;mxxEAJ :9 r OINT RE "]8 ON ORO" SCC71ONS CRUSXF➢ C6ATE {.' 3E COURSE sPNGLE MTF'I'' -momafRs(TYP)BPT/AY°T; /TlIMWOUS PAVXMSNT [H'SA.Mr,"d,SE -'-"--'f'C/WtA4ftEL} AS^P&1.rfdY2 PSH.SG' CPlPYMfY'T fG'6RANLX.4A 6f.�6%15E f-CRUSHEd GATE* BASE COURSE SAO0 (7YP) -41 MT AW OF 7kt9 CL?Tr VAR- - lF"PIIN MINT REPCR °YK TO ON PROFILE — SHOGKSERs (TYP I POINT RSPPRREd ON CROSS .SCGTIC R'NNT PEFERRCA TO ON CROSS SFC71ONs 3'SING4£ AGSR£GATE BITUMINOUS PAVEMEN, L'_S.&-Y.A:ED arr ~"T,a BASE CCPUP,sE ,'CRUSHED AGGREGA'TEP 845E CouRSE le GRANULAR. sussosE' 3'smair TE If .�"""`m LS' ROUI BITUMINOUS PAY£RIFNT (TYP) L"SALVWbEU 44GME4ATE BASE C0UASE 4'CAU.5990 R'"At&frg . - Mr pggr OF 7'NLS T BASE CTtuAit E C.TK'C' VROUNS7NG (TYP.) (-3'SfA,K.LE ArMMIA10Lit Psl VEMCN7.' B `A aca SE cau4uP.ftsa 6KV7 a 10CAVAHEb A66R9 i SASE COURs£ Ls'GRANULAR SUBBASE FXd9TiNL !'PUS CN —90`TYPE 16-.. couc. am F auTrIA l4f-mor Oem7-cK rHt5 eaTrngal- G"CRUSHES ma. REIRTC L--s• mccnXING !p "—^ • lki' R#(7' or,T7(($ G'GL% P` BASE NOT'r cowfitsc(*rP) X SING4E M66ACGRTE BITk^N4>U3 ,vrMr EX/STlNG PAVES 4RIVFS ®ONLY, US& a.' TOTAL "-P'TN GRUSNLd RGGRC'GAT£• SASS COURSE ON EX/STING CR. A64.. bpewrs.. TYPICAL. P.E. SECTION FO' TREE Pt.Sm3 36r86,34 &$ 5tot 45 3La AM), {3 'MOfS PCdt PC. 67P. 45 r 33.?C. f�^ aer an PI.67P. f l x 23.. 7Z BtJ g4111S eel",^ri vrm 25A4 BBft �e'"f*F r��.381gt3 61 p/J PT."Sif7..5'3*.SCo.?3 6K. 33 r L2 .Ci RNt7: �F3tsr-^" _• Gar ;�ivE�. Pf 57P.59« 59 SK. .Ae 3 68 AflD. w N R.3PtKE 60,R4.[dYC PP-7663FF7 /4Xtl/ .15 FbSr � *,.73 {�. U� 6bt Gk'4T t.J�EOB .. / ,,,,.r�"`�{�"°^•,,,,, PPo }599bd3� f P Y`f aer &V4' x Z4,1 P tl I ,gym a�aR 'oP ✓` 6ET 3h"iP�1 evC:.N,e 61S22' ,,,. P.C. STA, M+7Q.0NO B6 P!. SF9. e9, %Al ills^ ZOs Lb. 59RH0. L9. 84jff4 RHG1 e.r 4 �offaa'aF� s ,1'rFKFP,l � :iT',54"°SITY, l4"OA"i PI.�P,R. 7zrmez LSK. Pf 5M 1414e57?9Z5. 7Zr1_$.41 A7J/n /04 r'�'7 RKff1 SETA7i Tq�rh7VNl 4 `lstb(t 2iS rra� 21 SO-o 142 _ ,d L, O O O O O P 1 t 4 tl Y 4 O 4 Q O a o ra t^s a i o a o cr a h G Y? Q Vt I i O I T C rn ^^ t n W Kr m C- Z .- Y fY C➢ M 6 i O m G4' i 1 6 O O CS O i I i p Q P O q 5? CT 4 6 C? i Q O O O CI to m O J ^Sa P Y 6^ O Q M +- ?• r! 1 P� to O 1 IN CA F I F . < « . } N }-. }- }- 2 F O Ga N J v'.Y U 4 G 1 J O CI N p k N O z > W o X w¢ w- wz z ¢ L w Z 4i > Y ru O CX W F G w w z ¢ 1 m <c uN Z) � _ wF 1 ¢O cx v�l z F w W t Ir z z o W z z z z Z N¢ " f ¢ W w w w w-d N> 3 t JN _ w w wz w z w p� > ¢¢ m k zi N xw cw ¢w _aG t zO NN G¢ u< >? r-a txt 7 = z U JC ¢ m '° ¢ z tG J¢ ...1 CG W z w 0U t �-+ it C+ O 4a ¢ tY G G N C .l M p E •- mo C .• 6 KY .- On O tl O {? M w m N rJ O O 9 +^ •- on Q +^ o-+ t A C C C{ 5`A rd N ! 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JF C =m I XDC xz= CGmN C "m wz=^ OaN mF ii U•- lL LA YU'n 1 U. 0ALN Fwum G U G U ¢ t ¢ ax ¢ U N I M itl P O«- F M M1 W m +^ 4 O GT ^R i a W M 4t O O C O O 1 O O O N rA N N I NrF Ct N CI n th t(t Vt VA V9 1 6tt itt Id1 Vt trb X Q O O P O p C a to o 0 o X a o o O t P N CIF rP Q N H ' a IA M 8 O O Y YT It4 Y g I Y 1 tl q P ¢? Q Q O I O O O O 9 6 O t"- p O p i O C➢ P! 4 4'Y 6 O A P°1 t Vt Vt t X P 1 ! i d d 1 w Y ¢ Y J^^ 8 U I J CS L N N p Y I a E i X i za J 1 ¢ G 1 z o P Ft *+ N 1 G M F p t W ^ f F itA w w z X w ¢ ¢ f Ua K.Y F 4 aW w > u t G vY 3 N $ k 1 f M O O O O i b C V N b Kt ^+1 ^Q ^0 t 0 0 a 4 O O Q 1 O 4 O o to 0 0 0 0 0 0 0 0 0 <8' h IRt i ? V1 lft N rt CA r3 9 F- .- ••- A M M 4 1 { W a cr 1 1 1 1 A O O 4 6 O Y O cT tl O . i Q 1 N1 Cd rt O! O N 1 1 I t I A 1 I 1 eY-a F^ Y �a y I 1 Y LL te. W B I cy Z 4 W 1 O O W Y t Z W�' i c' sai kY- W CC }- 1 I 4 6- W W t "M ,..1 w t~ O I W W A Z W w U. U A Uw U W UQ p N LL t z Zw za ZZ ..a y m H 1 wwW W W Wa W W x LL LL W W w H. q ta. I Q W iC N t- Z t- F- a a a LL A >> D r� w W Q W Q i aco aW MZ aQ w y N ra 1 Z O O O O O 1 O •a { w O4 a o• 4 L... .. vt ,a vs ,o .. .. _ ...... _. _. __ .. 9� 11AILOX-ILS191" LED&= CLEARING VALIJIL GRUBSIRS DlAdi(Ll 14 , TOT T! IS - 00 M,L, 2 2 19 - 10 TO ZD , N N.C. I 3 ^ SO TO 4 - 00 SO4ERSET ROAD I 25 00 TO ?7 - OD M.L. 2 32 ^ 00 TO 33 - 00 M.L. I 41 ^ 00 TO 46 - 00 M.L. 5 5 47 00 TO 48 , CD M.L. I I 50 DO TO 52 - 00 M.L. 2 2 59 ^ 00 TO 63 - 00 R'Ll 4 4 82 00 TO 92 - 00 A"L. 10 10 95 ^ CO TO 105 - 00 GMuLllmlm"ua SALVAGED EITUMECRUDS -TIE--N-TIE �SE cl UALLILISLAIALIA VAUAILMUR ' S.Y- 10-50 TO III - 00 20,829 10^50 To 114 - 00 31170 SOMERSET ROAD 163 SIDEPOADS 294 IRIDCE ROAD 163 SPARROW ROAD 163 ACTS LANE 163 SERVICE ROAD 163 RIVERVIEW ROAD 163 LT. SERVICE ROAD 163 STATION 45 - 00 T.T, 4 STATION TS - 00 LT. 4 I EUSIjYUNf,_ SURFACE C.Y. ILALILLEM-11-ROADWA4 uAll" _JUL_JUL E;rATLCVq To STA7,,j S Y REEIARKS 0^50 TO 104 . 00 61817 (0+50 TO OCR 25,000 IUACN0rE SODERSEF ROAD 134 BRIDGE ROAD SPARROW ROAR 64 U00D VANE 58 SERVICE ROAD 92 RIVERVIEW ROAD 97 SERVICE ROAD 89 P.E,'S & FJ.'S 229 =,LM-10-UAIM UMOTT L-F- 45 - 00 TO 48 - 00 Ll. 300 59 * 00 TO 58 - 00 LT, YT DIAMETER LENGTH RCCP STEEL ALUMINUM SLAII-M LSUaQl iLKKUL il-f�. 12E SLIME LUMU EJODESULs SO) « 64 CO,475RL141 24 t4a C,P. S 11 0.064 mlC 2 4 ^ 00 CT41EDLINE Sl-EqsET rD 24 62 C.p, ITT 0,064 0,075 2 27 95 CE41FRL!4L 36 76 C.P. 11; 0.119 0.105 2 49 ^ 54 LT. IS IT C.P. III 0.054 mw 2 40 15 CENIERL14E 24 84 C,P' 111 0,054 0.075 2 48 ^ 10 CWE000wR 28* , 20* 70 c.sR.A. IT 1 01064 0.050 2 So - 77 LT. is 32 C.P. III 0,0E4 0,060 2 52 - 95 LT. IN 30 C'p, 111 0.064 mu 2 P - 45 CENTERLINE SPARROW ;D. 18 60 C'P, I 1 1 0.064 0,060 2 46 - 2E CERTERL14F az 58 C—P. it I 0,109 0,105 2 36 ^ SO CE4TPIE14E Q 58 C"P, [I 1 0.10, 0J05 2 G ^ 40 RI., S'WICF ROAD 28' x 20' 50 CSP"A, III 0.654 0.0/5 2 95 < 00 CERIERO-INT 23' x 20' 64 csP.A, I I 1 0,054 O.075 2 5 DO CENTEPILVO RIVERVIEW RD. SO' x 20' 68 C.sp,ll. 111 0.054 0.075 2 5 ^ ITT CENTERLINE SER4ICE RD, 23* x 20' 62 CSP,A, IT 1 0.054 0 A/5 2 IN ^ i RT. 18 25 clp^ III O'C" mu 2 104 + d9 LT Is 26 c P 111 00" 0,060 2 TOD r 50 EST is 26 C A, 1H 0064 0 CARO 2 24 65 LT ISM 26 c p 1" 0 O(S4' 0060 2 Z'' + 50 RT is 26 C'p ITT 0064 0060 2 UILJEUL saAlin-a-Sa" LUDIDIM IXPL Elf - IS 64 CF4IORLI4C 60, RT, CULTLRI INLET jU 4 00, SOIIERSfR ROAD 30' LC" CULVERT ISLET 14 ,IS 35, CWERCI!IE 40' LT" CULVERT INLET IT E( ^ 09 fo 23 , 00, CENTERLINE 45' RT, TOE. SLOPE 10" 13 ^ 50 TO 35 - 00, CW01.1NE 40, RP. SIDI SLOPE ELO 39 CC TO SO - CC, CENiERL14E 40' RT. fPC SLOPE III" 40 75, CENTERLO4E 34' LT. CULVERT ISLET 15 48 ^ 10, CENTERL14E 34' LT. CULVERT R!ILEI IS 50 95 32' LT, CULVFRT INLET 15 82 00 TO SD ^ 00, CTNTEP01TE 45' RT" ICE SLOPE 8C0 85 ^ 26. CENTERLINE 32, LT, CULVERT INLET C5 95 - 00, CENTERLINE 3?' LT. CULVERT INLET is 102 - 75 34' LT. CULVERT VLET 15 SALVAGED TOPSOIL SEEDING HER7I IZER MULCH 011al-N-Mul -Ll-- --Lu- S�L 10-90 TO LIP > 00 49,200 11452 35 481050 SOII'EquAm 1.700 46 1 117011 BORAolw PH is 0,5 500 11 mmw'i� m A m m STATION LJA-SPAT U Laulm TO + 64 CATCH RT 40 ZI , 00 TO 25 - 00 SOD DITCH CHECKS 315 25+ 00 TO 25 + 50 DITCH FST 60 48 - 00 TO 54 - 00 IT, 6-10 24 + 50 TO 25 + 50" DITCH CS 95 ttWN LINK ^Cy PG) IIALLM-III-2ALLU LUALUM LJ- uA= LU&UQI LyL 25 - 90 TO 39 ^ G0 LT. 11350 27 - 95 CULVERT DISCHARGE 4 27 - 40 TO h - 00 NOT, 340 96 - 26 CULVERT DISCHARGE A 49 - IS CULYERT DISCHARGE 4 40 - 75 CULVERT DISCHARGE 4 LQCAUU Lik UNOISTR "DIED 20 A. 1%,onventional Signs and Abbreviations TOWNSHIP AND RANGE LINES ---------- POWER POLE d SECTION LINE --_--- TELEPHONE POLE' QUARTER LINE --- UNDERGROUND CABLE MARKER _--D-- SIXTEENTH LINE -- — — CATTLE PASS C = NEW CENTERLINE WELL NEW BIN LINE STONE MONUMENT OLD R!W LINE -- --- -- IRON PIPE •`R PROPERTY LINE -----. _ R/W MONUTNT IF CORPORATE LIMITS Not ACCESS ............... SLOPE. INTERCEPTS .. "-- ,, (BY ACOUISITIONd NO ACCESS NO ACCESS VROJECT p GY STATUTORY AUTHORITY) AC AND BY B.M. CiL C.T.H. C,P, D E 8SE I OR IS L L.H.E. N P.C. P,T. P.E. R REM R!W RD S S.F, STA T TEMP W ACRES AHEAD BALK BENCH MARK CENTERLINE COUNTY TRUNK HIGHWAY CULVERT PIPE DEGREE. OF CURVE EAST HOUSE INTERSECTION ANGLE LENGTH OF CURVE LIMITED HIGHWAY EASEMENT NORTH POINT OF CURVE PLANT OF TANGENT PRIVATE ENTRANCE RADIUS REMAINING RIGHT OF WAY ROAD SOUTH aR N 490,100 ft2007 E 1,321,400 I1200') APPROX. 3534' NORTH AND 3TOE' EAST OF ' THE SOUTHWEST CORNER OF THE SOUTH- EAST 1l4 OF SECTION 30, T 31 N, R 18 W TANGENT TEMPORARY STA, 9.86.50 WEST N 481,300 (tZOO') E I,IV5,900 Q ZOO') APPROX.25' NORTH AND 325' EAST OF THE SOUTHWEST CORNER OF SECTION 31, T SIN, R IB W RIGHT -OF'-WAY BEARINGS ARE ORIENTED TO THE NORTH -SOUTH 1/4 SECTION LINE OF SECTION 30,T:31 N.• R. M W_ ASSUMED BEARING N 00.02' 35" W. RIGHT -OF- WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OF THE HIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEY OR OTHER SURVEYS OF PUBLIC RECORD. OTHER INFORMATION IS PROVIDED TO SUPPLEMENT THE BASIC PERIMETER DESCRIPTION AND SHALL NOT BE CONSTRUED TO PREVAIL OVER THE PERIMETER DESCRIPTION. COORDINATE NOTE ALL COORDINATES ARE REFERENED TO THE WISCONSIN COORDINATE SYSTEM CENTRAL ZONE AND SCALED FROM U.S.G.S. TOPOGRAPHICAL MAPS SOMERSET NORTH AND SOMERSET SOUTH, 7,5 MINUTE SERIES, WISCONSIN QUADRANGLE FOR IDENTIFICATION ONLY. M ml� mix I. » Asa R � b � in�.�a If e "tom ,t MERISETJ� s. `za � 25 30 JF� SOrsmr eSet 6 ba 35 s� 1 G TI m1m C_ &RJLJL )nnesburg C p e Strand L.tS } PRAIRIE 1 IT Layout 0 VZ 1 2 MILES scale Total hat. Lartgth of Cantealina . 197 Hi. R(W PIOITCT NUMalR 9937— 04 — 00 Sm" NUMaEt TOTAL Sm 4.0 6 RDSBAt 110=1 HUHiS! HAT OF tfOHT OF WAY MOVIRSD FOR SOMERSET - STAR PRAIRIE ROAD S.T.H.W-PLEASANT DRIVE C.T.H. "C" ST CROIX COUNTY COMttlu{110N tltO�lfCi HUmM, PLAT RATE 7l30466 APPROVED FOR ST. CROIX COUNTY OFUGIFUL PLAIW R.r;h ELLIOTTBy SHORT D CONSULTING ENGINEERS 4 DATE REVIWON STATE OF WISCONSIN 'T31N DATe DEPARTMENT OF TRANSPORTATION 1735MAY T,. IW SEPT .2{1987 f:R4N'k y p pr !. R- trrl oHwa t.g�+r Re<wnmeeHtae ro. Aoc wN:. . 01,9t�nP i,eenpattOtlea a�at6Px APPIOVO4� om OrrtMn 9v,aea tl Retl vacate H ®. e.P<«...eHr os mAHawarAtroH FEDERAL HIGHWAY ADMtNtsTRATgN evoww ® w�ecaxem OmaNNa �x ow.m., IHwwe Catalog No, 2130-DT14 ... PARCEL :,o FT OVdNER(S) N AI' :.R NUMBER 1 4.2-4.3 JOSEPH S. & MARY RIVARD 2 4.2-4.3 ALICE INC. 3 4.3 HAROLD P, & VIRGINIA M. SALMON 4 , 4,3 MARY C. PLOURDE 5 L3 DUANE M.® DEBORAH J. a GARY D. BE'tGMAN1 6 4,3 MARY P. McLAGAI,4 RITA N1. PLOUFLE & JAMES F. PLOURDE 7 4.3 FRANCIS WY PLOURDE 9 4.3-4,4 DAVID F. & ROSEMARIE'.. McCLUSKY 10 4.4 DALE F. G DIANE °, ;0LBURN 11 4.4-4.5 LESTER H. Nil!'e ELL, L.C. "CO CHARLES E. 7 AENEE N.I. SEAMAN 12 4,4-4.5 LESpER H. AARTELL 13 4.4-4>5 Yl►L'.P°.r A. COON. a Sw "".JN M. (COOK) AUGE- HOSSALLA 14 4.5 & J.M. STACK L.C. TO DVIARD A. NELSON 15 4.5 ALLEN J. KURSCHINSRt "a MARY E. HOPKINS 16 DENMIS B. FL VELMA F. GERMAIN 17 4.5 ROBEF%T T, MARY JAN►E SEVERSON 18 4.5 ROBERT R. S, DORIS A. MAITREJEAN 0 4.2-4.5 NORTHERN STATES POWER CO. 20 4.4 NORTHERN STATES POWER CO. 21 4.4 THOMAS "1. 8 P,IARJORIE A.MARTELL 22 4.2-4.5 SUMERSET TELEPHONE CO. INC. rj Rga�50v OATS A{t!"l$ A2+.EI C04UMN MAY �3E MAY Y 19&P P,--0 ¢MA" t.ND APE DEC+1_CL In. T&% kC.E.S CR SEPT, 25,iW OTHCR AVATLAeLE 5WPCE4 RD 4AV NOT IKCd 60E LA`d,', ()T THE t)WNER WH Ch APF, tYpT lCNTG4)OGS TO THE AREA TO FE AW R_V -),T% DATE R(W PROJECT M.KA C.T.R. `c" STTCCROIX 8937-04-00 `10c"L PROTECT PLAT DATE 7/30/86 NEW TOTAL INTEREST TOTAL RIW EXISTING R/W TOTAL L.H.E. L,H.E. REQUIRED ACRES ACRES RFW ACRES ACRES ACRES REM. ACRES TEMP, ACRES PERM FEE left 1.89 2.6 4.49 163.51 FEE 89.7 1.99 3.1 4.59 85.11 0.02 FEE 2.47 0.32 0.30 0.62 1.85 FEE 1.7 0.10 0.72 0.82 .88 FEE .96 0.12 0.14 0.26 .70 FEE 18 0.31 0,50 0.81 2.99 FEE 40 0.09 0.14 O,23 39.77 FEE 1.61 0,05 0.49 0.54 1.07 FEE 0,82 0.06 0.28 0.34 0.48 FEE 7.97 0.19 0.00 0.19 7.78 FEE 9.30 0.26 0.00 0.32 9.04 L.H.E. 1.11 0.00 0.00 0.00 1 X5 0.06 FEE 0.96 0.03 0.00 0.03 0.93 FEE 0.98 0.08 0.00 0.08 0.90 FEE 0.73 0.07 0.00 0.07 0,66 FEE 1.18 0.02 0.00 0.02 1.16 FEE Fa LRE. 241.23 0.38 O.00 0.38 240.85 0.37 RELEASE OF RIGHTS L.H.E. 0.35 0.00 0.00 0.00 1.35 0.22 FEE 1.00 0.073 0.00 0.073 0.927 RELEASE OF RIGHTS 90 U REv'slow PATE ROUTE Ci&w%T DATE R/W PRWECT NUMNER WET tg W DETAIL SECTION 31 , T31 N-R IS W MAY 7, E907 C.T.N. 'C' ST. CROiX 89[� 0p��R 0/°g0/� IRRRRER P A "UN. SERT. 23,IS6T 0.737®VT`6.iV Y W MPH. y SW 1/4 - S1l4 t pp P, v ~9 z wA �• C ,_... N SCAEL, R 4010 FACTOR PEPERAE. PROa ECr RW6CR R T°2 RR -,AT Rte � Ho+°.� Q $�3%-4• 4.7 4's 0 SECTION CORNER NORTHERN STATES POWER CO. , \\\\\ \at 12307 JOSEPH S. 6 MARY RIVARD A R!W CURVE DATA R/W CURVE DATA PC CURVE DATA ag2.i419'46° E6 . *TO. aT.0t STA. 9°6r.6 p R' 13Z3.24' R ° TII 2000' SQMERSET ROAD / ♦°rvy. p ST N.'64' (1' 14°37'22' 6: !2 °ST'40° %' 47°59'00" Ct`pp w f ! a w 337.71° L . 16Z.01' D • 32° 44'26 AH 55• W a NO r, tr' 31' 40' E 465,10` N 32°gP•Ia, $ 6 - L.0 °338.60' L.C. • 16f.6T' T ` 77. B9 \\ IT a' of Re` E ±�� P73.05" u I.C.B. ° N 26°SO'21 ° E L.C.B.. N 36-05'36' E --- % X» �'� ♦\ PP--i�.-.-`.x__1.___ _ 66' PC, STA. 2a81.53 P t p� Opp, °,YO P.T STA, 4a29.09 "-��2.IN N 21°31'40' E ?,? 22'S0.E ...-/ 1 OPP 22+8Q4.TB e4 C.T.M. S N 09 20O { / t C° 2Q STA. 9+61,68 °C'°--%SZ.04 "` _ _, - _a ._ _ .-.,,�,•�,^� n a 560.12' 0620 (L CURVE DATA L1' 12°09`10" t �$• 8 T 71.76' ALICE INC. \\li P ° &74.07' VOL. 549, P. 167 6gL ^ t42.97° ® R/W CURVE DATA rw RC. STA. • 10a 51.96 �j .A q, CURVE DATA - �. e °i{ Iz9.aa P.T. STA.•Itl +94.93 '$I� Li°26'09'45" R, 2.09'4" w ti d. 28°09'45' TEL. CL BEGIN RELOCATION ORDER D * 4' 305' L - 560.83' TEL. co. -- r T ° xs5.65° STA `$+86.5O L.C°555.98' 22 y"F- R °Iz73.z4' ° �.td L • 581.39' L.C.B.° 534°38'33"W N� e7 P.C. STA. 17-75,05 SW I®4- SW i/4 PT STA. 23a56.44 3 STA, 23+56"44 SECTION 31, T31N - R ISW STA. 4+44.3O TIC RD. SECTION 31, T 31 N - R 18 W R/W CURVE DATA y NE 1/4-SW 1/4 NW 1/4-SW 1/4 a E CURYE DATA D° B•Of26' 4` i R- 714.07` JOSEPH S. 6 MARY T, RIVARR 31*51, 26, ®. 23-44'02. BCgC VOL.. 405, P. 556 D • 8030°00' L • 295.79, n T ° 192.38' LC.• 293.66' STA 31a1%TO `C'° 'S R . 674.07' L.CB.° N 67'405O'E Oe00 TH RD 2 pt L • 374.79 { ALICE INC. m� $" . STA. z6. 04.43 'Y VOL.545,P 167 N �4,9 N Cf RC °Y R/W CURVE DATA @PP. U N 62'45'34E m� RT. STA, 31a79.22 qg• .,, BCgC D- 9•1052 s� 104.50° a, a L. CURVE DATA R° 624 OT' `q•a®. 046q' _ - -,., 4("(}" pCgG a®47'45'48° L 38TOW 4r�•T° �'� m0 HAA° zj E Z $Q~ A?P f 0 fP• a a 0' 8°30°0d' L.C.•380.92° f 59 r A w s •35 _ T•298.45` L.C.B.°HBI-46'40'E n R ° 674..07' " ry N481FO.94'E N'rz°3s'oT"E L°56P.92' _. 19° l/' w PC STA. 33-81.89 �`\ --- ..-N AT•4\'ZS"E -- _„ -� --afia- %-; 1Ty '"..Q s..c S/ ".• P.T. STA. 39o43.81 5 DO 41 33 W <. OP.P �,•�- S 46°20A2ag $ 0 R/W CURVE DATE `?a?2 ° �^ A !a/ pT 3/w�"^za2.ed"y P / / N a ®F u R' 624070 o- d° 21' 43 24' +S pY S5 2.43.T t" N 4 L-236.61° 88`.6, 2R.9.yb /F LC.' 19 LC.B,• S 58.33'07° W 4�4 -NORTHERN STATES Ot CURVE DATA APPLE RIVER ALICE INC. R/W cuavE DATA 2 NW I!4-SW P/4 ¢y YOL 549. PI6T POWER Ca. D- 8°OI'2' / RIVER EDGE BRIDGE RB a ..,�.-_ R° 714.07" ALICE tNC. / ""^--"---.__- a VOL. 549,P"167 11°B'S8'54° EXCESS BAN D.9'00,00• TO BE ABANDONED fL- 595,26' . L ° 5578.8 . T+ 50.00' L.a+576.16' ^,® R° 636-62` L.C.B° S55.39'57'W ,\ L- 99TV SW 1/4 - SW 1/4 BC. STA. 0a15.16 HE 1/4 - SW 14 SECTION 31, T31 N- R18W RT. STA. 1+14.9T ." Nq .` It SECTION 31, T 31 N - R IS W q- CURVE DATA NE 1/4-SW 14 6.47 '45'46' D • 6-:50' 00' T 298 45' R -674.07' L - 561,92' RC, STA 33>81.89 P.T. STA, 39-43.61 ALICE INC VOL,549.P.167 (D JOSEPH S. a MARY T RIVARD VOL, 40R, P 556 8 - ;l-b I-_v- GG -7 40 5v 12, 57'r 11 4a,00' CTR"C" oL H E 002 NE VA- aWI/4 e DATA 32*55'I6' SE 1/4 - HAI 1/4 4' GO'CO' T 423 22' HAROLD P. a VIRGINIA -ml L SALMON PC 45+33J6 53456.79 8�t- DUANE M,, 01 H J, 11 33 62 13 ARD GARY dMAN Cy L I EfGGI Opp 40 MARY C.PLOURDE VOL. 317, P 174 pp P SW 1/4 - HE 1/4 N 3f.47'03, E REVISM. DATE mx,Tr -cp ryu MAY T, 19B7 C TR 'C' ST CROIX SEPT 23,NOT SCALE, FT CIOD FACTOR 0 50, SE 1/4-NW.. 1/4 HAROLD ' a VIRGINIA M SALMON "a ELDG 0 r-NORTHERN STATES POWER CO. Zi PP '-"[L57"w -- ALICE -7 IN. ZSQIAERSET VOL 549,P 167 TELL. CO tj APP4F RIVER SECTION 31, T 31 N - R 18 W SECTION 31, T 31 N - R IM (D MARY P MCLAGAN FE RITA M. PLOURDE 5 DAME: E PLOURDE ,A NORTHERN STATES POWER CO, R� PROJECT RUWKR 9RMM 8937-04-00 STA. EQU. 53+56.79 M 53-62 13 AND, -11W CURVE DATA D - 4'08'41' R - 138239' 3Z'55'i6' 794.29' LC,- 783,42' L,C.S . N I" jq'aSC E 4/ ED 6TEC'PED. Pl* o%E�o E JASAtvo� CURVE DATA ff 32-55,116, _ftlll CURVE CIA D • 4-odooP T - 4M22 MARY C. PLOURDE D. 3-53,23, VOL 117,P174 11, 1472, R 1432 39' * 2 '41C 8. L @23,03' 28C� PETA 45-33,74 Z) 7 P.T. STA. 53-50.70 LOSS S 20'27'34' IN \-r SW 1/4- HE 1/4 RIW CURVE DATA INS 1/4 - NW 1/4 -D- 5;42'05- a (D 1004,93' FRANCIS W. PLOURDE 41- 18'41'58' L - 327,98' VOL, 259, P ;22 L,C.-326.-2' �ErI2'46'E tr C' SKIVT L ebu SEWAPOE DAVID F. a Ro '40L604 1p 440 LOT 2 �.T $2��-- TEL, CERTIFIED SURVEY NO, 402676 VOL 6, P 15�" LOT C �ELMER a MARGARE4 DENNIS W 8 NANCYA ARNOLD K 3 ANNA M BEIHOFFER SICARD BURSCH THOMAS H. a URBAN11 PAULINE VOL 714, P234 VOL 345, P 35 VOL.395,P449 MARGARET C, GERMAIN PETHERBRIDGE CURVE DATA VOL, 496 IS 2 VOL. 344 P 170 FB'41'58- 6-00,00, T 157 23' R 954 9' L 311 '667 P.C. STA .85J5 SECTION 31, T 31 IN - R IS W PT STA,80.96.81 NW 1/4- NE V4 st SECTION 31 , T31 N - R 18 IN DETatL NW IA- ME ;/4 CURVE DATA 8 0Vm 22�3'E SPARROW RD. TI0 04' 6. 22- Zd a-5T0-32' 44' 2 , LOT 2 LOT 1 -4 ot SPA .. T® 34,55 CERTIFIED SURVE No. 384499 R- 175.Od X VOL.P 1275 DAVID F 8 ROSEMARIE T. MCCLUSKFY HANDY I IS LAURIE I CLOUTIER PC. STA�3-96,02 DAVID P BERNING VOL.506, P 435 VOL. 664, P 440 VOL 719, P 207 13 PT. STA. 4 - 64,23 m A DALE F. & DIANE E. 19 Oc �j6l' COLBURN NORTHERN STATES rn eVOL, 74411.573, 0+' 1 7;.555"w POWER CO, 47.010 0 SECTION STA,0v57.70,004%T, j� N 1733'45' E TEL RRA-- PEW (L5 f- 0 53.w 1 3 CHARLES a BLANCH URBAN a PAUNE DALE IS SHARON DAVID A. KOB LOG BJORKLAND GERMAIN LISICARD \ VOL 377, P 129 VOL�1344, P 170 VOL 37qPVOL 654, P 103 MARVIN M. 8 FX4CHERIL C. BUNISH VOL 609, P422 NW Rolm 18 NORTHERN STATES POWER co. ----g SIN 1/4- SE 1/4 0 LOT 17 N 6l-W27, IN 33,00 CERTIFIED SURVEY NO 383321 VOL 5, P 1260 OT I SW 1/4 - SE 1/4 nTT 23l1967 ACUTE CALM" DATE I R`R PROJECT Nk"AIIER C.T.N. 'C' ST. CROIX_ 8937-04- 04 ScALE, FT, GMD FACTOR PLAT DATE 7/30/86 SECTION 30, T31N-RIBW SW 1/4 - SE. 1/4 Ag CRESTVIEW ADDITION LOT 14 If A, LOT, IS a 0 �i'c o-VOL. 763,P. 288 LESTER W MARTELL TX III VOL.660, F,438 S 76.2 6?T6" IERS TEL Ca TEL, PED. -ZZ-Z�-Z- RON- mPP BLDG N 28'4a'33.e "LOG Al LDO BLDG URBAN ETH i aVERONI� CLAREI 7� PAULINE GI *P P N, XNN �CE R. BETTYANN KLtCK\MILTON SMITH GERM AIN IS VERLIE J. 4 il .p 170 BliNEY BRANDT VOL 706, P 335 VOL. 351, P 314 VOL. 34, D\ VOL 501, IF 280 VOL,390,PI43 CURVE DATA 77 am 33 0 - 14'48* D • Z'OO'OO' L.H. MARTELL LC. TO 0 T CERTIFIED SURVEY NO, 393321 q SOMERSET TEL. CC'n 262 07, KENT L. KRAMER a MELISSA VOL 5, P 1260 R 2864J9 M. JONNSON L • 566.33' VOL. 640, R 231 LOT 2 I- NE 114 22P.C. STA. 69-48,15 SW 114 - BE 1/4 T 31 N - R IS W PT STA. 75e10.48 SECTION 30,T31N-RIBW SECTION 30 T 31 N - R ISW LESTER H. MARTELL L.C. TO 4. CHARLES E. SEAMAN IS CRESTVIEW ADDITION RENEE M. SEAMAN LOT 22 LOT 18 LOT 20 LESTER H. MARTELL `�-lVOL. 763 P 208 THOMAS W. MARTELL _yOL- 776, IT 14 VOL. 650, R 90 (D A SOMERSET TEL CO. RIP S St' "'27' E 33 M' N 28' 48'33" E NORTHERN STATES POWER CO. VOL. 730 IK'270 CERTIFIED SURVEY NO. 383322 VOL 5, P 126t OUTLOT I 30, T 31 N - R IS W 0 "000 44" IS, -0' LX,D,- $86-59'OrW, 53,0 LOT 16 1 NW 1/4 - SE 114 LOT 23 NIH-07,27,W —1 n.ge CURVE DATA WOOD LAW -z- 63- 4-71 00, 0- 114* 11' 44' T- '51.22' V/ R. 50UI7' L- 55.115' P.C. STA 4-11.17 ITT STA. 4-0?.02 -7;--7- o so OUST IES LANE yy STA 91-53013 STA. 5 +00 TN. RD I. WILLIAM A. COON 5 SHARON hL(COOK)AUGE-HOSSALLA L.OT 12 VOL. 252�484 CARRIE'S APPLE RIVER A ITION HE 1/4- SE 1/4 9 NW f/4 - HE 1/4 CURVE DATA, S,R®RT 0 L-SO°-00" LOT 23 T .50.00' CHARLES E. SEAMAN 8 R-50,00' RENEE M. SEAMAN L ° 7B,54' VOL, 650, P 90 (L.C.b PC, CIA. 0-0`00 PT STA, 0-9554 t1 STA. 92^BI °C" STA-..0.06 TIT RD. N 23°S'8'93" E SECTION 30, T3q N - R IB W 5� CRESTVIEVI ADDITION LOT 24 L.ESTER If, MARTEL.L VOL. 763,0 280 �_-NORTHE POWER ON STATES CO, Cor NE V4-SE 1/4 "ON RITE FICUTE MAY P„ 19@T QT H( 'C' SECT 2A__ ALE, rr - LOT I A 90` 'E/G ,,,,Rt LPMOTHY R. 8 DIANE C. KCHLS i CURVE DATA x Y— '"im "\ VOL, 702, P 100 IS R LT 8 RT. ' 0 =Ito`-3S -30° T- B0, 0 ' ti4 0 rr 2G'0894�E 2S4.W5` DATE W(W PROJECT NUN9[R MIX ARY�T , v 37® Q4Q rvuMseR i f . PW4d ECP HVY@ER GRID FACTOR k" , SE I!4 - N_T 8!4 t. CURVE DATA ,� A CERTIFIED SURVEY NO. 310999 d.6° 52,50 VOL, I, R 54 0 ° 1 OO'O0° 'E$} LOT 2 LOT I T ^ ?.�ta 29' } ALLEN J. KURSCHINSKI 8 'D MARY E, HOPKINS DENNIS 8.8 VEL M.k 6. R 29AB° f 1 L • �`6B.0G' VOL, l56„ P. 468 GF RidACN PC; � A. 001.63 .50 C 15 VOL.4B2,P 160 PT. A. I074TIL55 !8 L C . 587.80 \ . _>. i L.CHI-S31°44'SB°W " "{ v� 1 ISI 1I zz•w� _.�-- i ��cn _ . _-w;oN--C /.z�"=�:<'1 za° 40' 33"E o 09 ,.., i - '—t7 T C_-919,500, CIORVFOC O,wY �44.p1 ry27 6 ,_ _i._.... ._. _ ._...,__.. ...__ R 00'ST2Y )y _. _ �_�.. _... ..__. ,•'� 31_tl X} IRON °PO'5f" fF?CN'5'*�`°"' 43z" " tcrT �._..__ ^RP LOT BNRYE'S LANE " - -.. _9PP IISA Z ^$ L. 529 359'1V slily^ .._ .........�..- ....._._ _.. PF d2 tl1,59 �. 0P P a. LOP IP tAT ip LOB 7 LOT a LOT' S LOT .. C LOT 3 ... Opp o n STA. 192 50 3 WILLIAM A GOOK Q I PHYLLIS PSSON, MARK LEE WETTERLAN SHARON M. PC(K;K}AHOSSA JA4ES R. SLATE HOSSALLA� Y0L.604,P138 '20L, 493,P474 I V'QL. d73,P51R j aB a�n NE 114 - SE I!4 SE 1/4- NE A4 2 CURVE DATA - 5°52,50, RAV CURVE DATA D • I, CO'00` 0 : G"51' 26* T - 294. 29' R = 5784.59' R ° 5729 58'%~" 6. 4°22`26" L.- 441.56 L * 568.06' L„C» 1,49 P,C.STA.. 101 e6150 N32 L.C.B. ° N 32°3t}`IO"E P,T. STA. 107+51.56 tai "? N 2fl' 5@"-3v, E _P LOT 2 STA 5 +4 93' SH4RON JO CASCI f z LOT I CIXRLA O'OYCE� JAMES E 8VERUNKLI JOHNL. ACOLLETTE� f4 r VOL, 6W,P27$ CLARK J WHITE 41 OI..SCN ! f 557,P g&'gCRER LAWRENCE 6 JEANNE M { A! Y0L,55P PRJfi 4i 'r`-YC C.Pf2.P78 STACK L,C, TO pp f EDWARD A. NELSON �8 CARRIE'9 APPLE, RIVER AUDITION VOL. 724 P. 177 (9 NORTHERN STATES POWER co, no N 34° 4I' 23` E - 665 47"-�� LC.. B. Si 31°44'58°W 587,eo'— s,TO-40`5T"YY 33, 34 4f `23 IT 393 4M1` 250.1." -ter { LOT 2 LOT 3 LOT 1 17 { CERTIFIED SURVEY N0.348725 VOL,. 2, P595 -� c d ROBERT T: 8 MARY JANE SEVERSON VOL. 765 P 393 151 N-NICIVV SECTION 30„ i31N - Rf8W ROBERT R, 8 DOING A. MAtTREJEAN 'MI 412, P BED �� I9 SO s i IK 22 SOMERSET TEL, CO.� CL CURVE DATA R 1909,86' PC STA.. T4. 17,03 ,a`.T'a' Jg 0' �y P n .. ld"�x Y 3300" /PEGS 41•G92a'* Igo.?e IT f( e7,x9 n � �In SOMERSET TESL.. CO G) 0 ROBERT R, S DORIS A. MAITREJEAN VOL, 412,P 207 P°90S C� 49 END RELOCATION ORDER A'3 STA. sm 45' LOT M' 74 °C. CERTIFIED SURVEY �40, 348725 TN. RD, VOL. 2.P 598 ROBERT R, 8 DORIS A MAaTREJFAN VOL. 412 P. 287 PICA DATA R ° 5684,58' L » SE 1/4-NE 2t651 1/4 L.C.°218.46" L,C.8•S3f O8'DD°q' NE 114-NE 114 B I SE 1/4'-NE 1/4 SECTION 30, T31 N - R IS W ®mere BEGIN PROJECT ALL CABLES APPROX. LOCATION 8937-04-71 STA, IBi2O, PLAN AND PROFILE CONST PELT, ATA BENCH MARKS 474. IN WE 855 855 84 4 um flll 01- 05 la Z= =zz ==!7 In VI 'Ya S7 i f i.T STC.. 32=GB LT BTAT'E PROJECT NUMBER ST'A. 24*65 LT— nena CCh'S"". PE', CGNST.. PE. CCNST, RE >i ALL C,3tXS A P,,CX LncaTIOta )�/ 8937-04-71 I—f R"C P REQrp. h. PLAN AND PROFILE I, �-- ... �v r1i ? 9\ ' I J ^'""�-� 4A _ .� �Y ., '� F ` ar„"I%�'WA 1 ,}.,, CURVE DATA r 4 r f r .._s, �a 47*45'48' ?f -.�..,.i0 L 4 l r�,r n� `�,•`,✓ T .?.°8.45` at.2, i PC�STA g33+BI 89 d ... .. 4t aT_' r.^^".,--•-^aTi _ , ,� r�,,,.- +fir. ,n/ Uf ?P. STA, 39a43.9tl S.E. 9.958lFT _. { I 0.,^.. P _ 11Y. 'i Y Y PP '..,.,� itY .r^"` �re �� I fM yy V ( ✓'�� n. 1. `�.� .. 4 F� 35 hl a 8'30OC' I/ `•J �r _.. .- _:..:__..�.—..�"`�,,,.,,../�.rt J2if .E74.0 . RIVER R[WR.,LHS'CP REQ'ULANk _f.„T✓L F C.STA 26r04,43 Co\47; TYPE' "C" Dco,O'..p"_._.__..—._.._..- R,T SPA, 31 -79 22 dN7 R7' .. 30 24 7P PC. STA. 0-15,18 PT. STAR *14,97 tBET LENGTH 9F q; STA_ 24 «Ory TCr STA, 37.00 83OO LiM, FT. BENCH MARKS fKt SPR. bEScntwYJON e(Cw. 3 19'^]O SFPKG' (N FP (i,iLY. 6YF. 6O ^F- aa•Ta 3€IML FN PV dcS LT 834.YL �SY aT� -845 k � 40 � o 37 Cu N, 213D - 0140 STATE PROJECT NUMBER 6937-04-71 �L CURVE DATA A 47'45'48' CURVE DATA PLAN AND PROFILE D ALL CABLES APPROX. LOCATION n - 32'55'UI' T 298A5' 579 D 4'00�00' R -674�07' L - 56L9Z' ST8, ".5* CONST. re, 47. sr'q� N3.00 70 48-00 1T CO3NST' 7 T 423�22' R 1432�39' P-C, STk 33.8L89 1-fe cp MC04� comcxerE c 4 a 4r. L 823,03' RT, STA, 39.43.81 S,E�- O�058'/FT, PC� STA, 45-33,� RT STA, 53-56�7 A & E. O�O 5�'/ FT. Enh CHRIN LINN TA� EQU. 53-56. 79 BK DO 53,62.13 AHM L 40— 47'03* E 45- D C �O CtOON 0" — - - - ------------ L.HC� FOR 6MAM944 --x �izge� crine-n—) APPLE RIVER BENCH MARKS &&SCM�pTfol 36, LT, $37. NET LENGTH OF STA, 37 -00 TO STA 50+00 - WO LM FT� 23, H-T== --- WE E i Mal 850 e 50 It 45 ... . . ..... . 845 . B'to ------- - 840 t7— Lap ===Zwq 835 2E= --UTZ ZA-- Mw . . . . . . . . . . Z:_ z — N — — — aw �5 W N' �,. CURVE DATA G° 32°5B°I6" 0 4^Oa"CO° T 423,22' R ° t432,39" L 823.Q3° PC. STA. 45-33J6 R T,. STA, 53♦ 56.79 S.E.• 0.051°l FT. PT.. STA, 53+56.79 BK, 53+62A3 AHD. c •."--- i s7R. So -77 CON57: PE, LT, NLCa, 1-18" C,P "PA ALL CABLES APPROX. LOCATION STA. Se«oa CoN57 PE. AT CPA v �-....CN& CHAIN LINK T r' sd �«^ t STA. SG •3f ` APPLE RIVER cous7. we. P7 C4N 57, e 57A. 5247G T. )PPE, RF CONSP,. IPA, AT 5717. 4.2+85 C.ON57, PC 410 li II 4 {{0 l 5 rs' are W p l i G. CURVE DATA �x'1 { 1 T 157.23' CoN5T Pe.. RT R 954.93° L 311.66 STA. G{.33 PC, STA. 57+85.95 CONST P.E. AT. PT STA. 60*86.9Y { ti S.E.-0,059'0 FT. "3 STR, ca+wt CCNST. PEAT, 8937-04-71 g, PLAN AND PROFILE uoapy �'^ ee [ SI19 Ga«4S a CPM4T P.£. AT. l { S7R, 43 a 77 {(d CoNST, PC. Rz A, 1111�111111 - -' " ! i LL rrltlftttt0 , } i i n a M1 V ♦ ry i Gt Ma 2130 - MAD CURVE DATA STATE PROJECT NUMBER SHEET 140. TIO k A-114 Ar rrRZ`"ZD'E4,Ue. 4 e6 LT-1 Am SPARROW RD, EXIST ZpRRRow R& 8937-04-71 ALL CABLES APPROX LOCATION 6,22- 20' 00" -` D- 32* 44' 26' CONS7 TYPE 'A* 574. T- 3455' PLAN AND PROFILE do"ST, PA. L7 R. 175 00' '157fl. r7-20 L. - 68.2C COMST PC. LT, PC, STA. 3.9602 11 -- 40 -6"N PT STA, 4-6423 ATM .3. l\ -rp A'A 2 4-- ---- - ----- A,, a',,, Ax I 570. &Seaq ME .570. 47,08 " 'e, aLba 3TS. 6&e4& CONST P�r. Mr. CCVJST- PE RT� c4n6r. CURVE DATA a - 111 [4'48" 71,83 6 TA 73-00 IDA, CON57 P, E, D 2 00,00, — T 2 2 07' - TA 4-86��§ S.R. R 2864,79' L • 588.33' P.C. STA. 69-41LH, P.G.RIT PT STA, 75,10.48 S.E. 0,035'/FT 57,1, 72.71 574. 76,a7 BENCH MARKS J74 bE5cRlprlc" LGLif NET LENGTH OF rt STA. 64-00 TO STA. 78-00 1400 LIN, FT. q 79-10 SPME 11 "P 26' 41 ---- ------ - MUS ----- ZZ 870 !: — mz 65 . .... ....... . .. -Ho 3r-- =17 Z=Z: 0 A, 4 Q to 64 74 7 Ce Na 2130 - D140 ST4. 14u.al CONST 7yrr -c- 0, 0 SXRWcf RA, Ole Dr-EXIS7 599wer Ra, I — — — — — — — — — — I — — — -- — T4 PA ALL CABLES JARPROX, LOCATION CURVE OATA S.R. LT 8 RP Vy CURVE DATA, SLftR RT go* 0G, STR= ?2-at D- fl-tM'-30' CONST, Type Tc- T5000' T- 5000' Mr R- 50 00' L - 78.54' 78,54' PC STA. 0.1700 8937-04.71 PLAN AND PROFILE L Faa Vn6 u � SM. 103,50 CONST TR. RT.' 6- 5'52'50' D - 1' 00'00' T 294,29' R 5729.58' L- 589,06' P.C.STA 101-63,50 RT.STA, 107.5L56 S.E. - 0,02'/FT. NET LENrTH OF STA. 92-00 TO STA 106-00 1400 LIW FT, .............. I Cat N,, 2130 - M40 r 0 Q C7 CID DID Lo I d ! _.___.._..__._.... ROAJNAX _._._..... _. _..__ i SHCUL.DER SPOULDER r z o � I � '�- i INSLOPe ,i t BLACKSLGPE *H t POST .� ,�. FCC'N TYPICAL SECTION (N LQP'c` - INSLG E 9 CKSLCPEVAMAPLE - -- aa POST*--- �° L9 FAAX r OST P C { AROUND UNE *2a. FOR NORIAAL 10• DITCH DETAIL OF DITCH CHECK TYPICAL SECTION 'X' *GEGTEX'TILE F'AnNRJ PLAN VIEW TYPICAL APPLICATIONS OF SILT FENCE FCLO 3*MAX."{A _ 3 MAX �. NYLCN CORD----.� R' SEAM .. I GEGTE..XT E ,• fi, - E cPPORT FACRIC - ._.. EO ?ORT F6SlW N„TT Pfi FENCE X FLOW 6 Q"r O Rd$' GEOTE%T LE FARR'C C WITH �!\ SUPPORT NETTING if 64CKFII.L & COMPACT TRENCH WITH EXCAVATED SBL GEPTEXTIpE FABRIC �r,r WrTH ALTERNATE ---- SUPPORTCMAPV:ENTS Ldl tSp E ,A ALTERNATE "A" WOOD POSTS LENGTH 6" 2 0 9N LED` IN GROUND GEOT FABR 6 AGOG OR STEEL. POSTS, LENGTH 4'-6" VN. 2'-0" N.'.N. DEPTH IN GROUND _._.. ROADNAY .— _. I ' DITCH D KP , } QNSLD°v. _ ROADWAY SITUATION I SITUATION 2 PLAN VIEW SILT FENCE AT MEDIAN SURFACE DRAINS NOTE: ADDITIONAL POST DEPTH OR T'-, BACKS KHAY BE RE'OU:RED ttN UNSTABLE SCILS SILT FENCE ALTERNATE "6" - ..... ROAO'NAY GENERAL NOTES L ' p OF CON TRUCTMN NOT SHOWN ON THIS DRAYlING SHALL C04FCRIA TO THE PERTTONT RESUREV. NTS OF Phi STANDARD SPECIFICATIONS AND APPLICASIF SPECIAL PROVOONS, APEN POSSIBLE THE 5 L T SENSE SHOULD BE CONSTRUCTED IN AN ARC OR HORSESHOE Sp . W TH THE END P -NTL"G UPSI CPF_TD MAXIIALZE BOTH STRENGTH A D EFFECTIVENESS. ({1 CROSS BRACE r BtTd $ IT A " NOODEN FRAME OR E'Gl1 VALENT AT TOP OF POSTS AS OBECTED BY THE. ENG ER `,r A 14 GAGE REOLIRED FOLD FABRC 3 OVER 'TH:` WIFE AND STAPLE OR PLACE '9RE d GS ON 12 C C. (3� EXCAVATE A TRENCH A IE A OF 0. ND- & 5 DEEP To -BURY .'D ANCHOR IPF GEOTEXTILE FABRIC. FOLD MATERIAL TO M TRENCH AND BA. KFL,L 1, COMPACT TRENCH VM4 EXCAVATED SOIL. l4 ARE SUPPORT FENCE SHALL BE to GAGE V10.1UM WOVEN WIRE WITH A yAX:'P-"A I/ESH SPACING OF 6", SECURE TOP OF GEOTEXT(L.E rAP.RIC TO TOP GF FENCE WITH STAPLES OR WRE RIOSS AT 12" C-C. (Sj CEOTEXTILE _ABRC SHALL aE RE QNCF.D WITH AD (. LUSTRIAL L PFLYPP,(,'PIl.ENE NETTI G'81TH A EF PLUM MESH SPACNG OF Y," OR EGU t HFAVY DUTY N%oO TOr SUPpORF CORD OR EGUIVALENI' Is RED.. +ED.. STEEL. FOSS SHALL BE STNDDED "TEE"Op, "LI TYPE NTTH A VLN'IML'M NEI6H7 OF 1.26 LBS/LINEAL. FOOT IWITHCUT AECNCRi. €IN ANCHCRS .iFF TNT TO RESIST POST VQVES. NT ARE R ©vRi D. WOOD POSTS SHALL BE A I,r'.N.K U'3 SIZE OF A'° DIA. PR 1'/z" X 3'/p" EXCEPT 'WOOD POSTS PON FEaT'EXTILE FAEA C RENPORCED WITH NETTING SHALL BE A V:%Y1M SQE OF lira" X 1`{e" OAK CR HICKORY. ALTERNATE& A R B ARE EGJAL AND EITHER MAY RE USED. T.-34CK BETWEEN FENCE POST AND ,OPCNOR SALT FLOW DLR"cCAION -._ ,_-AAN`C.HOR SAKE .. ... .��" .. V:N, I8' LGN" SILT FENCE TIE BACK (WHEN REQUIRED BY THE ENGINEER) -� FABRIC t FCOR CI,-CTrN EXCESS F ABR,C t 1 > C A S tiY l J M\:h/q� A"t.vx' x TRANSITION NO.I No. 4 x 3'-W (41_4 cn) d.n ' txc Cars spaced .. ___...... . Ir .. ......._ _....._.:•. __.. _........ 'h i (1 2 c I LLLol aiY t30. a ` 1 77 TRANSITION NO.2 — SECTION B-B x PPon 110 � � I�....,.-,.. \ �.. *b 4 f C:vxs paced Pb. 4 def. bars PLAN VIEN _94e of unqul dp: P•.s V )` f:`M' "7 £'a of cuz6 t c3ca.s r,Y ^d SECTION C-C ��Tcq of COZB �; ;, Ynslrpe SECTION A -A C7 C7 co tM �ft an This x x % h ll. fcr tt,e c tx cC[ r i e .. iYs rf G.a Sn irtd 'nn. rzP sE.acs. and H ,. pll.. xSix _.ct.x ul. - : RV Y'S 1CrviM1. i>s ..a1 v x c Iy- m : e i.. s 1 CI ^tenth vy he rtd_Yied by F � ,ivie r ¢+ ^ect P! S9 Jx Piu v. NETHM OF CIIWNSIONINC Bk3CS: i In. = ESICTI% I5.¢ w • Stare of Wi'scon3in Department of Transportation C}it•isina a( t(ilin•a}•s 1-1-14 N os ,..,.__ Pine 4 \ J 1" n> 12 f0 109 Chsck] rez ed of o od lua Cart ... T1,k T pp P 3 th h ✓,. ' ... G4nn.�t^r st P ath tarr�ord Sold 1w1t 'I'd out Ta_k p e Cc. rflo ttq _ 0ptSebol door,. -'- .._ �_, of alter ate cc „acXar - s..ap C ee CetaiYk ---... _".��.(p ll,S ,n v E f 1\1 Re: f.,r y > .ed lenp,h --^'v \� C C L. i _..TSC'.eA�,.P M' -_. , i / A .. . (Sex TYPE } A �1 Y \.1�� r _..._ For 12 Lhm 24" o ly (C r¢Glar pip.) t f l Alternate for Type I ConnectIon TT' -�— END SECTION CONNECTOR STRAP Trzeade3 �...%a c rod f"_._.-- ., _ eve: t o of as xcn, A.. .w_.. It _._... __.._ A .. I'm to Fe s%vet.1 to - P LA N PLAN,P�Gn. - ",." "-Rod holds, e 1 (i T- 1 +1.. R.__ -G END VIEW Gxooved end an outlet end 4ectien Lemur, end on inlet end section s1a_pe Heasored length of culvert tTo --------- End section ...rest foal) Car or steel fabric ^T�. �•F$1T ff.SCP^C�tu LONGITUDINAL SECTION End Co .r Plates 'iq be fLSCC ed to T.-I", Probe', by 'belts rY ete, or e... to," e neich 111 t'ald th the surfaces es tipl tly La..ethe:', End 6CP7 p HY a.. .� _" r oles fqr '� & P ��� ""is or spacing _.._ ry « 2 (Circular Pica}__.. N « 10 (Pipe Arch} END VIEW 5)wlder S'do. t Slope ._...._.___ Ital or Pis,. .—— A f --A Ica Plate Is., thickness a C metal as apron) .Fall. be fuxnishcdshetr called for en the Plans. Flcs P tPE APPROX.. DIMENSIONS feels.) 1��A 1YPER 11o (tn)PEfl T A pIJ PIPE MIN. THICKNESS DIMENSIONS Uncn. a➢ APP RC)% SECTION _ DIA. (InG %a a) A F {f L t4 tp Yf �- ...� ..� SLOPE 12 530 2 4 24 43g 72g 24 2 3 to 1 (In.) SiEEI ALn M. ' 1" MA%- A 1 ` "1z„ rTt "z • 15 140 2} 6 27 46 73 3G 21 12 0,064 O.CEO 6 6 6 21 12 17}'' 24 2p to S 18 990 21 9 2t 46 73 8 21 15 7 0 26 14 212 '4C 21 1,280 22 9 36 37' 731 42 21 SH d 10 31 15 2ST 3S 24 1,520 3 97 437 30 73g 43 3 '1__. ., 0. C50 9 12 36 19 '291 42 27 1 3 a 310g 49; 24 731 54 3A 24 0 054 Moe ld 13 5 41 18 371 48 30 1 2,190 37 12 54 193 733 60 31 30 0. 079 0.U75 12 16 B 51 1R 52, 60 35 4,1IX5 4 15 63 141 97' 72 4 16 0,079 0.1G5 14 19 9 60 24 591 72 42 S N(7 41 21 63 35 93 79 11 4`q 42 0, 109 0, 105 15 22 11 69 24 761 R4 2f to 1 48 6 5SO 5 24 72 26 93 34 5 3 to 1. 48 0,135 18 27 12 78 24 81 90 2' to 1 54 8,040 51 27 P* 'f a n __._..._ r `" .,3g-35 931_ lCiS 40 5 2g ko 1 54 0.135 30 B4 3l7 ..S 112 2 to I. 60 8,730 6 le 35# CO 39 99 C6 5 2 to 1 60 0.164 33 E7 114 13 to 1 _ 66 16 6 O 6' iF # #. 1 24 0 72 78 T1-27 # m2 S 66 6...- 87 k40 1. YP 1 72 12,520 7` 24 6# -78 21 105 6 72 � 39 97 126 Ij tp 1 78 14 436 x 24 35 ... 78 21 99 lid 67 2 to 1 7P. 42._. 37 132 1°-e to 1 — -- --l— - B4 1.0'1Eo 8 36 TO, � 21 �illz F20 6'1 1p to 1 84 0,109 0.16A 18 45 12 87 - 135 1! to 1 d` Hvni can ' ra span'+ ......JJJ...... VTE'. At! splices to he lap riveted at bdltM, REINFORCED CONCRETE APRON ENDWALLS METAL APRON ENDWALLS FOR CIRCULAR PIPE NOTF all saYsce. to be lap rsveted or belted, METAL APRON ENDWALLS FOR PIPE ARCHES !�edsured 1, ,of cvlv.xt TYPE 2 Fo, C & 36r enly (CrI'c'.ular P1P0 For 17iS thru 57'x33" poly (Pipe $root o'Pon.ed lenoth Coupling toot of o 1 o t ''�reouired Ccrvnectns 2 S c.ipa } 12" c e're' G S CtY6n 1 Five to be paid far as _ part of end sects ai pelted or TYPE 9 For 2 thry 34- only (Cdtculdr vivo) For @ e43'r & 71 '..47" (Pica erc,hl L'i..ak 3 or car $tad - 2 t piing 4�j'—'T I sand CS23 nd Pivoted 'IT belted of di^ales A" C-C for - "'�� opet.red length rp^ugated trand7 of culvert TYPE 5 Alternate to All sizes C4 a dt d CATeul r pipe $ pipe arches r' P led t f f t .'ay o c of 't G. r Pd C'rd fit Y l , e a1.1. T 1 rd 1 t tx +eel n..n LeLt'nl1Y pave. CONNECTION DETAILS CIRCULAR PIPE Fb cr fx cr i 7Iy c at d c pe rse Fry e12 La .c tx C lr 1, 2 3 or as a pht.b Ye.. For fel..cdlly c0 ,rted Gipe Gse 6._n>11 Ve snag Lien Cetdxlc 1, 2 or 5, For rel alYx ar atcd trips tth t rz al ou E.xextial ,w xr, ivrs rt ea.:h earl use _n.mkY Con oqun cet"nle L, Z or 3, PIPE ARCH One E ll rvr.v P. r1c,' Catdih, 2 3 ar 5 a" ofrlorPdlu* 0 109' Thick 5aly, steel or thick ald,ir,n S 4:!1vBf5 Space(£ a rcn t4r 6 C C �... s aCes:aEY -�, ai y 0.00 G79 thick .,not" st:eat ate 1 or 0.075thick alas. t trirvg shaped SINT sheet and rivets prier to fabri- taticn of the end section, Gals' steel or Cuttcnhead rivets d ���ppp _vaned at 6" C-C, OVer- a'' length of riv$t - O.78" L 2 (.1� t. ... ___ e" R,.ga R. +-^ - C.tsid4 of apron '11addll sheet Edqo of t-deedII sheet rcllaa snugly a,dinst //M ni-x_ e"0 Sal,,. steel rod steel tpo. a. N. 4 9aly reinPoro3n4 tax. SECTION A —A [ six of 1c11trU,tl11. at a]Ys 5 ork nxhtp not et. n pry tl r I Shall to th' 1rivIent .„,r, -d is of the St'ind3rd rr if c dons o,d tre - .os7 h1. Special PTuvizzacs, C,ri.tlout of the di..pr tp s es V,osn F,red, ntll be e xtted 01.1id,11 bivale t p,,,00pt, end stzu ¢ ral te.grity "to attxi 4 .,sd pric _oval of the E"Itleer to pbt.irned, Cc rote cul ort ends ll _'v not bo, 111,1 elth salv]nAxdd steel or ]1um ,invert P'LP ice laZ a %. d tees or alu Y r sal is I' ll n. - 11y to ""stalled c c; 1 e t axe f the t 1. The se of.1 nix d steel c Yl. ar s. 'roe, a P r.^attcrt ra % cd the ools A the 'n t z to f c L kept .0 te' y ,, at Lei Meting er al r ✓ �a,ely " t xck or ate: mch - tor_al .Sind be r'Ph.lt i a sated f.br.c, a she t Pl'itca, a "ttrr gasket or het oan 2es�"_Ibll, aterid2 of s, ..sandal atrpngth. t a t "ire nine re ex nxth o rcn I'Ildr,all, a to be Enid idjape,it to earn atr-e they shall Le sedcrataJ by the follox,ing ro nt: PSf"i T.t,l 9 h or c,co n_. 11 1e' Y.Y.. dY er of pay pl. s G Les PIPE ri._d1 Total idth of p rc s11 I... the span dieen�i�.rt a4 the pipe Gl ua 6 incYrP s. �1} A cc-bina tier, of steel Too ro11ed into end. s ideea2l €L 1l' sod 180° roll .t edge of .id salt tL 21, is Ger-i t Led for metal apron e „se1Fs vp to PC" d,.-et.r for e^ircular Pape- and 77 x 52" for Pip, "'ones. APRON ENDWALLS FOR CULVERT PPPE AND PIPE ARCHES State of Wisconsin Deportment of Transportation «raeyEe aae e..er w:'.ae t'111xv s 250 ... m c4Gp".•i H vNfYd Y' 10;I TAPER T'P'S CON7RE,. UY' l5 e`5'k6LL-::D BY A SC:t _ .F%R X As FAO.@ _ FAR7PEST t ,.,,S CL ° t, _¢ :OCH . ?., 1R„N. CZ4Fi FEIEH }!l TAPER CURB TO FLOW LNE C-TUR CURB C :D FOR FLUVES NOT AT CfCS GF CI K3 A';0 GUTTER ,E 21TG'JIJOUS V4R/<pf E. CUT L(.iUl d -.t CCRF. CH L COAL _ UPS' NO. Cbv IRI1CT FLOWUNE AS MREaE BY Th EN'TlEER F;LL CO 1 1GN-- SECTION A -A a!TLIV NOUS- j p 21_0,. i 2,,,p.. 1 2 0 SECTION B-B CONCRETE CURB A GUTTIR 3 TAPER RUFF Hc:iG�?T 0'TO h 1 90 T° H A k DS C C a& GG'.ER "WC < A'H.} S"STED N Tlit CC TRICT, .?OJ CD CR vVAC.D TOF C C D TO A T p' IDT 7 T.CK OF C4 `3 -. Cu'f _H 5.... .N$, (1)70'Tf fiA! x BGU7{RCUS TAPER INCREASE Q F-01A PORT ANGLE TO BEST FIT FIELD CONOMOIl B Illi� L> D CUT CCNCITHGN IS S'104N SCD DETAIL OF BITUMINOUS FLUME AT TERMINAL END OF CURD AND GUTTER a ^+g dC Gs TO s ( 7a J O ``� --L—S? _0. iow t W = SHOULDER WIDTH ( OR SIMN, RAU I FOR TYPE C AEE THE V3 i SAIA."-. AS FOR TYPE "8" TYPE "C" GENERAL NOTES CIEVSCS N4 Y KkUCED_'7 CTRCHA EAELY Rd Cl,q,: A,1R S PAftATSLY FOR ANYCC?" 7c N C d G PEN,,G UPON NTERSECYh6 ANGLE tlND SURFACING OF EACH APPROACH ROAD'NAY, SUE ROAD SUrcpACING NOTE "Pr ( TYE Eh1, ROD IS NOT PRESENTLY PAVED, PAVEMENT SHALL BE PLACED TO TN'_ S"!PN W THE CONS t wCT C LIIJIT5 APE BEYOND THE PAVING LNTTS. CPJSF S AD57EGATE SILFFACNT; SHALL BE PLACED BETNEe.N 'TFE PAVING UV17S AND CBNSTRUO N C"ITS, NP;.tt Tf S", . RO D IS PRESEWLY PAVED, NEW PAVEVERT SHALE, BE PLACED TO T, CES d AS Sd06N D _.,YCNC, IF NECESSARY TO VFET EVISTNG PA4r_Mcf1T, 31F'^ 3 ROAD IS THE CCPROJECT, t RUCTION THE I,7 EBSECTOP SURFACING F SNAIL BE iHE' iCAVE A5 FOR 'd FE PRO,S;C'T. L712,1117/11 ENISTNNS SUR:"ACE AT -GRADE SIDE ROAD INTERSECTION" TYPES "B" AND "C" STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION APPROVED �_. DATE S�. TE C1E5!G4 ENG!rvEER F¢R HkY$ F..' I I Tyke "Aw waging 02 lights required -\ Fdge of archery TABLE OF BARRICADE CHARACTERISTICS -TA-PR—ICZETYPE T, 5, M, i 7ws.,,, Walsh V Mini oce to 12- Rail Length ~ 2mintruw be Width 6' at 45- Angle Sul" Sol... P.Ilectorrawd Ora.. & white * Noinal dicast.ns when pairs "do is constructed of **Shall be 4" for rail lengths less than 3s. 21-V IV Max, s—'— —'t S Standard dhAD CLOSED" Sign to be furnished by the contractor and Placed .here show, ROAD CLMED 2'-V Min. Edge of roadway mm��. 0 91 Wing Barricade Fat 1-2 48- . 30" Black Lettering on Reflective edify Background Letter Series "Ow Letter height V W20-3 45. x 48" Black Lettesl'g on R.fle-tt'. Orange Background Letter Series IV, Letter height 711 EAMMEEMM, The 'OntraIrs, Shall furnish, erect and naint-in barricades and signs. C-tSxlS rlla,dlu, lace td cn, apn rin4. d"PtIc"s, fabrication, material, Sinn lettering, fighting devices and color of barricades and $I-,n3 shall conform to this drawing, the manual Cn dolfor, Traffic Control Oeylces, the Standard SPeolfl-pil-'s, Sterx-I Provisions and/or plans, Type III qSr,lcadf, and Signs Shall be erected at the te,_,,, of protect$ `1a at Other load 01 street locations where it is necessary to SohtTnl or eliminate public ncc.ra to the ch'st'action area. IYP, I and IS Barricades shall be used on or.,CtS when traffic IS to of ra11t.11od through the oc,st ... t1do are., The aCrool field Inintlo, of barricade installations and advance s,,,, Shall be as directed by the Engineer. Each P ... trod. shall have the "I and telephone rr,wl of a person ZerPomaibla for 24 hour e17911TY service printed in letters at least Z inch in height on the barricade calls, Print to Nay 1, 19B3, such lhfvz:^atl-b may be shown on either front 01 back faces of the barri- cade -yclf. After May 1, 1033, all Printed ihF.rcattry or idebt,fi- Cation r^atkiras shall be shown only on the hark side of barricade Calls, Type I Barricades ray r1cInd0 other '"trined horox.ot.l panels necessary to Provide byrdlItt, To rich anted ellress,'YS or in other Situations where barricades ray be susceptible to overturning in the wind, sandbags Shiuld be used for C.11,"i1ng. Saudba,a car be placed on Inner Parts of the frame or stay, to provide the xn3u%red ballast but shall not. be placed on top of say striped Unless other,se Provided elsewhere in the contract, warning lights are xeQ-11.d on all barricade. which will be located bear traffic cessations euYIn'l PeOlOds Of Inclement weather or hours of darkness. Barricades used to shield isolated Fa -lids shall be aq.1poel with Type "A" Qo. intensity - flashing) lights notes. Type 'B° 01t9h intensity)- flashing) lights In- SPpc1f!rd elsewhere in the contract doca,ts, Barricades used for 01,i111xc.tz.b or deli,ebtid,, of the brh,bl oath shall to mapped with Type "C" (steady P.,Pf lights except for the initial b,rrac,dc(n) in S.Q.ehr., which Shall be equipped with Type "V or "V lights IS vre,icusl, noted. ob Two warning lights shall be provided on the Center barricade and at least one warning light shall be Provided on each of the other barri- cades with" the i.edyyy larits, Spacing of ino warning lights shall be unifor,, to the edge of roadway as shown CONSTRUCTION BARRICADES A P"em State of Wisconsm Department of Trarapodaiten II I m IS OSFG A10 APPROACH VIEW ROAD CLOSURE BARRICADE HIGHWAY UNDER CONSTRUCTION I CLOSED FT, SEE DETAIL I S.D.D. 15 C 2-1 /F BA TM'� E .""� A A UE E aMY R rr- yyvp;, SLOPE --7 '40 TYPES A & D L2 '—j;VFT. SIC TYPES G & J FREW A . ONCKIE I E M 110 10 4, , PLAN VIEW *O'K CARS - 7 �A ell 7rl',KNOS Mw On COMETS SECTION A —A co PAVEMENT TIES SLCM J- ®R d. 01 TYPES K & L OPTIONAL CURB SHAPE 0 1 FOR TYPES K & L *WW COB & SOUR, SURFACE DRANS, CTMETE PHUTENT OR OTHER NEW CONCRETE. MR A 12, Dl--F'5Ms CHAFED 3'-D" C-C, KFAUED ON Al SKEW HOWCUTALLY. CROVON OF SOW ALTERRONG AVER EARY OK OR TWO BAPS. THE HUE MR THE AIR SIMLL RE D. TO A VERH A TAM TO SUCH A CIAMTER AS 10 PROWE A TIGHT DRIVEN FIT EXOTING AQMTE -2 WR SLOPE T TYPES A 0& D CONCRETE CURB & GUTTER 36'' TIM 4 X 2-0 AE 005 SEVEN AT PUT-C .4 TwKNESS OF UVER FOUVENT CMCFETE COB I & BUTTER -- TYPICAL THE BAR LOCATION EICTRANGE CAB DRIVEWAY ENTRANCE CURB tWKN DREVED BY THE ENITERI R Y?VFI. SUTER, FACE CF Cy.9 KIAEME AUJACEM POE.W) NO. 4 X &O"DEF. TE BARS SMED TUT-C 01 TYPES A & IS GENERAL NOTES MMIS U CT`5TRaTT%VAAFThS AND WORKVANWIF N07 BROWN ON IRS CRAWNG HALL CV CV FIT WE FOMENT REQUA KOS Cl OF CATIMM. VALOR 5 NOT RRURED "N nf WONT5 OF CRATTE COB OR DACTETE CAB & GUTTER EXCEPT AS REOURED POP !N-,CRAL GUT ER. PAVEAN'T ME ARE RECURED, WREN NCLURED N VE CMURACT, WHERE CONCRETE CAB, CONCRUE CAB MR GVUR OR CCNCREFE PA RTNT 3 PLACED AN"MT TO CONCROM MABENT ITS 60 TO SOS 9%L BE V`MY COATED IN Cu. MMMAKE WFTH SASECTON 5051A OF WE STANDARD ,SPEC TCATIONS. INTEGRAL COB & GUTTER SHALL A%vCRM TO HE DETALS SOWN MR CONCRETE CUM 2. GUTIER NUaNG THE UNKARSE GUTTER SLOPE. TE HART ARE A LCNMnTNML CON, SIGN ONT NOT R,CURED 'NTH IRS ALTERIMTE, 'AV EYVNT ANIS SHM( BE EXTENDED TPRCAH INTEGRAL CURB 9, GUTTFNNNTS N INTEGRAL GUTTER SHM1 HAVE 70 SWE ONENVOS AS THE JCNTS 14 THE AMAKENT PAVEM.'ENT. 'G'!ITq III HTEAML CURB SHALL RE JCNT5 N WTEMUL COB & CUTTER SHALL BE SHLED TO THE FOE OF WHO WITH WE SAME SEAT MIT SPEVAD MR THE PANDEW jO`NT, In SON OF K&GONG AND MUnNG TRS SEALANT SHAU BE, 'G,VENTAL 70 THE aEM CONCRETE COB & NOTES, WTESS 07HERWSE SHUN ON ME TYPEAL CROSS SECTIONS, THE BASS CMJ%E AND UNCLASSTED EXCANATMN E. ARE TWO FRI BEND THE BACK 01 CURSS. 07E SOS AM SECURED OR CAR MM GUTTER TYFJS A, G AM) K. (1) THE SOITCM Or CURB A= GUT PER MAY BE CONSTRUCTED OTHER -EwL OR PARALLEL TO BE SLOPE OF IRE SD OV E CR BASE NURSE PRO A M I5 NUM GUT TWMWS MPMAIQD. Q OYHEN REVERSE SLUE 07HR 6 RESUME, THE LOCATIONS WIL A SHOWN ELSEWHERE IN AT MA4. TYPES A(1) & D CONCRETE CURB & GUTTER 18" T J MUJUCF t�T �'N Plw!Nl�- NO1 1, X 0- 0" 0 F Fl 7:,- R3" 7-- '--BARS SACED 3-U'C-C (D TYPES G & J LONG)TANAL jr'NT 0, NOT RMUND off PAT I NaS AS COB & GUTTER FAVEK"A SLCRE IWT Y�"ATSLOPE 6,'NC p"EaRT n6TKOES's PARTIAL SECTION OF PAVEMENT WITH NTEGRAL CURB & GUTTER CAME SLOPE AS ADJACCN7 RAVy-Nr x, REVERSE SLOPE GUTTER C',YGCAL ME ALL CUM & 6W7M TTPES) vs 'a r fj— Sol PROFILE OF DITCH GRADE ---7—r 3'-( vanoble e�crfU Rube le cl Conmlte 'dmonry PLAN VIEW SHOWING MASONRY AND SOD t Masonry V-Jckness shah be 01-9'7 for concrete and Y-F for mortar rutNe. r. 1.1,r. clar� 3' t,)rmaff 3' tWm3l iii Mi n. ckslcpe var. d Should 4: I Normal ncrn�1 6�1 Normat SIDE DITCH CROSS SECTION 5' d4rmal --- V:r- - 3,01 Normal Vi-e.tricat ,'.>out d xr�aq Sod 2'-0 MEDIAN DITCH CROSS SECTION d Thr, minirum depth of Ila masornry For ch the ditch cbfl<s shil be cqua8 Yo she maAmum dcc�fh of flrov. The nirraO " J Tali [,6 11-6" 4,1 Nrc r m a vlm 6' Norr, PROFILE OF DITCH GRADE PLAN VIEW SHOWING SOD Var. - 10' Wmal SIDE DITCH CROSS SECTION 'J,,r, - :0' fikrm� Sold Sy, r r"tr ica ab,,A MEDIAN DITCH CROSS SECTION p m i n r 7 um h t of e, Ito h to aj S ha H �, a P, " u a i to the Mixil-Um &-th Oflowplus 6*' I'i,t r,Maf "h !H be P,6 '. Shouller Slope - 6 R rkrmaf GENERAL NOTES Details ct construction, materials and wIrkrarship not shov,n m this dmv4,g shall conrorrn to the pertinent requirdments of the Standard SpecifIcaflons and the applic,ble speoW pmvisfins, far ditch checks, of the material or cQP`ldr,aVM Of materials shown hereon, may be used upcn arittm psm ssion of'tho Engineer Sod strips for ditch checks may bepLcexi elthertransversely or iorfiRudimaily to the direction of water f[Gw State of Wisronfin Department of Tramporration Division ol llighwa.y� wda"o =AU "I I U STATE. PROJECT NUMBER JH ET '{ .YARDAGE t (((( 1 i L10P�( t R/+✓ _ - IS.oea P$ Ode li t d t 28 R42_ t rj k1w i- �a. i -77 �+ 1 ? .d _ .] I Ii '. v i 77 i . i II JAY I I I I tf V f. i 6 7-7 .. T-I Gtmi� nn..ttxYCttt STATE PROJRT..NUPREEi , Fix �F=F M RAAG£ . 'EXCAVATION t_ I f p i f 3 i - h ( J �.v `r t ((f' i rww, u. waww I.:k: e A�' exa a4; %2V¢ :.'Yd4: ONE mons loss "A = I torn � tz� SO 127 is l Ii P " 1_ t � I_ v {I 1.�t'i STATE PROJECTNUMBER SHEET ti N {' f !! i I I I HVMBEF j' L54 "%/ Fitt rFarcx eerre f j _� Q . — r . ( . I . . I i. I I o (: ` 1 1 .. YARDAGE I . EkCAVAtibN i= F4444' 1 - , n F ! � � F i— i B, a ' P 6. STATE. PROJECT: NUMBER -1 45MEEF NUMBER