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1986 7883-05-73 .pdf
i E® Index of Sheets Sheet No. I Titl. Sheet No 4- L,L Typical Sections a Details Sheet No. 3-S.i Esttrc.So- of a}antitses Sheet No. SA-SB wyse.11an.our Qiantities Sheet Na. 4- A,$ Right of May plat $hFOT No. S,SI Pian and Prafile Sheet No. 4.-4.7 St.e .,d Detail Drains Sheet No. Standard Sign Plater Sheet No. — Structure Plans Sheet No. Corou tax Earth.otk Data Sheet No. g-S.Og Cross Sectxons TOTAL, SW.ETS = 4!� Neal Right of Way Lin... , Bass or Surrey Line Slave Fnt•rceat Ecisting Road -ay or Private Entrancr Telephone or TslsgraDh Polo Right of Nay Markers . Hirsh . Wooded Ares, Grade El.ration STAR ROAD r CTH Upit. a. • Layout a rwt Scale 4 Total Not L.ngth of G.ntatline .4.000 Mi, RECEIVED � u:n APPROVED FOR LUNY COUNTY DATE DUNN COUNTY HWY. COIANUSSIONER ORIGINAL PLANS PREPARED WY SHORT ELLIOTT HENDRICKSON, INC. CONSULTING ENGINEERS CHIPPEWA PALL$ WISCONSOf ST, PAUL NINNESOTA • i :nits r; . ` �✓ DATE NA STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION »... _SF G__-.....___ ARR.w,.e. ApprvvWa FEDERAL HviGHWAY ADMINMTRATtON LA—,Rtlseas Cat, Na. 2130 - DIA STANDARD ABREVIA-IONS 4U�E f. Iu r S "I ACCPT A M-U P 6 5 6rnCP rr4l,� pl, 61 1 PyWr LF779/L:3 2>3 0, - '6jBf, "In�o /fZ2 "Z O'XS ,,y, Rzy �z If t: CiT lll� rdL fra CEm,,frL PC k�� I? rfni WU P�-- 't 0 -s eEl, Z/ -'10D /"FL'SOIMTY r?IV) 43 Pi Y r fc(.Al, 11111-D Ui�c cefyc N - c CA 7t 1,5 DR, T6"IF FTCAG> 4G051JAgf, tAf AufTlAt llllt-Il Yf, �FZ2- cj.X.YEalyr pp "3 r, �mrfy�- �v rj� "WN 7 y CIt MI-D na cr C7,� W6U.14Y A P! cusrc yijPoo All, 4C-10,L 45 EPBCC) ,E�Pr 7-E Cu�n 4,�o &/rn,�F� O DE-I-pEe CS r. Arc hY r x EXAC7, C(jl A ✓!Ir, D", 0�4fe,2 �EFT PCL,� pz,�rp? o nyrp',- I-E nj MEP LU" Ce",yr/ rz) eve L� E4C�4 RIGHTS -OF -ENTRY FOR C.E. CO"SrPUCTIOR RAYS c lz4msT D pz� D BEEN OBTAlhul, WikC'f RMITTS SHALL. 8F EXTEm, -�LC ELECYA�C (,OLI SEC sl�"I�nrl TO Illf CORTRACIORS� El EL�eV471-,N Z, 1�4 rO0 N -�Lrl 4 /Nc "'jO7a5 AT7BN F2aYNOF" SYLCu, ,e 912CT f FF5 I- PICLr D 0 --.r4'L DIZIM6 ey��E E�nNc� zr STMILE- MV4.Ct4FP P5 0!7`TLC7rD BY TH�5 ENr[N--Zhi ro" go�JrTc a4n os,TR411[ T Er, uYLUPI-3 iTp4e;z,F7,-- Co NIZI, r-r v E " M FID g�',e -I ' 17V Typ (YIICLLI 11 PAFPy GA -ELL E. A555 ir JBPT I/ YE L 00! rV IXJNC VQ 'En-,ICPL CLIPYS 151 C. UV LFrr !4o ll.nR&4Fo 11"4M /Yr L L&NclruDl CURIOz 1, Pr. 1,13 IYV) IrE 6 r1l f9 K-�TID DEZ�D F �/, Y& -RF,5 7��, Lp r, Llm'-Izlo 4J,6"w4y 6asEIGNr 5TS 7zn7S ,/w ,j[5r ay-/ L,N P, I IMtTC I'l UCT'ON A -A A —, VaPFABLF "URB rAKRS our 44 COMMERCIAL (MAXI C. . l n. 2, 3o - ") t 4 '2 fe'-zk. x--o 7z, l9y6l"eA 117YR) PP,37-6rTK/6 ezyrnr-7- LL L E -LPICRI �,TZe7l,-YY -s719 --- 77- �-- TYPE -D"--7-P 7�e+ 921 72n 76,en AT 57A 'rO SrA r,S'6 z 0 LLL e P6rlPeZlq7-4E: aPSE CoVR&, C4,j"VerttAY[y13 --,oqFACZ- 7-yPlr-QL -�ryO/y 'SET in rd 5frKe STATE PROTECT NUMBER fSHEET NO L 7BB-3 7,3 1 .57A Z'Lo 34 5c'-_ w 197- 314'1rtON PlOr I'=CAl_7Tol FENCE Srr iRrnv ptpE dq 75 r 314")Aov PIPE 57"A, IGS-28,/4 T PI`y r 7- 414' IrioAj PIPE T r eAsr or PEAjcr rl y7A �01& _.___r-...... yzr I, I,, �Kr FA -"CCR Posr r 314,',R pyr�r 7_ P( 57-A 9? f_3 44 tr;Iry pIpg: Or F E AICE ,F,-r N4" t,ipe 11C F plf At Lolc "A I, htP ,It 57W �71� 18 IF-/ 7 P�I, tTl 48'CMF` - _it_ r T4� ALIGMMEMT -rie5 V._r!5 7 0� I .�r 1/0-- 74 0CT FI4, j s'7 rT,)II ON F'Ifc- 7 011, NI \__'5rl Fly, t"I POIVFR, l7lclt_�: AL16AJM0JT TICS 4 DTykfL�, F7I 57A Id! "V sr 7 r SET PP'PoLF_ l PI S7A 15S-15045 r r4' t f'nv rIPE rw'FO)v FIA� ___' r I A, M 3 z CAST ALUM MOIJ. rA'I-7ALUIA ��, A N 10, R D API'y0" LNGW41_L e: W F- w ¢ G O i r• � � " Ire o v� w rs e7 � 4 M Z m M ¢ M v- P� Ci ¢ O L5 4 P O G 7 Cy p n � •- o c, Ire n of Hz • c ra o ra ra o k d M 1 R f ! i I t d � 6 t i k f N t C I 8 f k I f I 6 ! I f Y R d 1 1 P ! 4 8 p t 1 k 1 1 6 Y p Y 6 I f t d i ! P E h t t f fl ! p P 0 i ' i i 1 f A P f E I I � ° " C t d f p ! I P i P f X f d ` E 4 1 6 ! P k t I P i 1 � f C p t 6 t C i P I i f 1 i Y I q f 1 t i 1 O d p y O Ct f 1 M M A f e- b h Y P f 1 i I t f G E H O ^✓7 C? KS Q O t C -Ct '^ t> O Y YA Kz Ct m PI F f ° i } [ f X Y 1 p B 1 1 " f P i F 6 tti i � 1 e t 1 8 t X v r t 1 w O Z I -+ � I eh co 6n rn iG d w ¢ U U R 4 X ? ',. ¢ % N y ,. uy dsWt :� D Stsl w f wu WU L:SU W U t J W J4! J W w W 4Wj .. wul y O O » O i - ,r u^ N w i C!.Z 0.Z C1_Z wZ ..l G.. i u.. Ch [L R ¢ z z w 1 R1Y O R a ta, k Cu fi G. A R t R M w z Nw WCP ZeY wW Ir,¢ ch} Y 3 Lt u RG C>PW w [ w» F-Cl }-.'} F-C{ WxU W iC Sa }} c }} ¢¢ I O Jut = iL T W UZ 6 iG te12: d Wf{U WCCU au WtYU ¢i U F- "-+ ¢ S 4J+ OJ JU Y %C Z= N . W �.n ¢ W }} X W_ W W w W w Z}us A k WZ Z}w W Z UWZ e9WZ W J = Z=M ZL UX i L ¢O Z =¢ J¢ 1 H }tir. }w O9 G 1 OJ I Z}w OJ Z}�-e ?v-� �wz S [uUC! WU Zp:C 1 O tCU w 1 Jw J�+ JI-a C=.t 6 iC=T A OJ F CCJ 1 CL.J 1 iG=4 i>7=C! tY.=C' iG=^q OUM IaTt �' ' O 4 n M L� 0 ! 4 d M trt ta, Vi t O CE TJ •- b F ^O h ea ro cl Ct O1 N 6"! f S? O i C8 C1 t!Y M1 t ^d C f f d »- f C P f d 8 k x T i U U Ca. �. W w J q R ZT zT au au iC Li iY W M H Z S1 r-f ZIUi." Za" =O �^Ci U a� O a_ G M U M SST ".YN S.JF-T 2J1-S 41 - IJ J3}.Z� J3}ez-e CG w iY w wzzv °ro eizz zz> z�> wWUN wz= Ot9w Ot3w � M O Q Vi M M1 i i I I I Q Q i I t i ro 0 Ol I y 0 Q Q Q Q k 6 U E M ♦ i3 d' Ilt 1 .,..� I i I i .. k t Y L4 Ll Oe:A Ii I ,Ivy _ a to S' ht .Y 1. ems" Imo` u', L I k _ f J -'� WC 'W IL h� 4i S r _ r — , ;n7i STATE PROJECT NUMBER SHEET N0. 7883-05-73 DETAILED SUMMARY OF MISCELLANEOUS QUANTITIES CLEARING GRUBBING DIAMETER SaCliul LENGTH RCCp APRON 20 - 00 TO 21 . 00 T 16 - 30 Rf, ff1w lift Was Aumm ULL ub(A� ff-URU UALLOR-LO-UALUX SEED LIOL, FERTILIZER MULCH 22 - 00 To ?3 - 00 1 25 - 42 CEVERLINF. is 72 26 122 CP CP Ox" 7 10 - 00 TO 219 90 110,251 21�10 9.5 Sli_iu� 25 00 TO 28 - GO 3 23 - 42 CENTERLINE 72 172 CP OAbO 0,238 2 SlDEROAD FE'S 4,669 AT 150,562 31 - 00 TO 32 - 00 1 CA - 55 Lr 0.164 01133 2 33 - 00 TO 35 - 00 2 2 29 + 10 RT, 13 18 TO 0.060 0�064 2 36 - 00 TO 37 00 E 1 35 - 69 LT, 18 22 CP HIT 10.050 0.064 2 18 42 - 00 TO 45 00 3 24 CA III 0�054 2 3 38 - 55 CENTERLINE 24 47 - 00 TO 48 - 00 1 44 - 10 64 CP 111 0.064 2 53 - 00 TO 56 00 C 47 - 52 RI, CENTERLINE 18 24 26 C? III 0�050 0.054 2 58 - 00 TO 59 - 00 L 59 11 RT� 82 DO III 0,075 0,064 C L,F, 69 , 00 TO 71 00 2 2 60 37 CEVERLINE is 24 26 CP 0.06G 7 UMj2X�M1IA1JLQX L"AIM IUL SJ, EROSION SOLI-- u- SILT HIKE 12 - 00 TO 74 00 2 2 60 97 CENTERLINE 24 76 QK CP OA64 ? ll 00 TO 114 00 LT. FULL DITCH -MAT - 82 - 00 TO 83 - 00 1 1 72 - 67 CENTERLINE 24 60 CP 0.075 0.064 2 IN - 00 TO 16 (10 LT, DITCH CHECKS 401 28 89 00 TO 92 - 00 3 3 CP O�075 0.054 2 la - 00 TO 21 - 00 LT. DITCH CHECKS 24 119 - 00 TO 123 - 00 4 4 73 , 99 C.S. 18 28 21 10t LI, CUTIFILL TRANS. 132 - Do to "a - DO 5 3 75 - as CE4TERL[IF 2F 82 Cf, 111 0.060 O,OC4 7 24 , 00 TO 25 50 LT, TOE FILL 200 12 143 + 00 TO 147 - 00 4 4 85 - 10 CEVER04E ZII 112 CP 111 0.075 0.064 2 25 - 50 TO 30 - 00 LT„ FULL DITCH 600 165 - OD TO 170 - 00 5 5 93 + 45 LT. 18 24 CA 111 0.015 O,L)I,4 7 30 00 TO 3Z - 00 LT, DITCH CHECKS 32 172 , 00 TO 173 - 00 1 1 98 - 05 RT. 13 22 CP 111 0,060 0,064 2 57 00 TO 40 OF LT. DITCH CHECKS 48 191 - 00 TO 189 - 00 2 2 100 + 6? CENTERI.INE 24 62 CP 111 0.060 0.054 2 9 , 00 TO 50 - 00 LT. IDS FILL 190 00 TO 192 - IINT 28 CIATERLINE 24 Q8 CA ITT 0L,060 0.064 2 52 - Do LT, CURB DiSCA� 134 30 193 - 00 TIC 194 , 00 1 1 LOD 95 LT. 18 - 30 C p fit 0.075 0.064 2 54 - IS LT. CURB DISCH� 30 195 - 00 TO 205 - 00 8 127 , 64 CENTERLINE 24 84 CP 111 0.050 0.064 2 66 - 00 TO 68 , 00 LT, DITCH CHECKS 30 30 32 207 DO TCENTERLINERLINE 208 - 00 1 130 - 88 LT. la CP III 0.075 0.064 2 65 - 75: LT. CUTIFILL TRANS. 209 00 TO 710 - 00 1 1 133 - 40 LT. 18 30 DO 111 0,064 2 79 - 50 TO 80 - Go LT. FULL DITCH 66 12 211 00 To 213 . 00 2 2 155 41 RT� 13 28 OF ITT 0.050 OX64 2 80 - 00 LT. CURB DISCI. 30 SIR - 00 TO 219 - 00 I I B9 93 CENTERLINE 24 28 116 to 111 0.060 0,064 2 82 - 50 LT, CURB DISCH� 30 30 270 00 TO 221 - 00 1 1 145 + 34 RT. 18 ON 111 0.075 0064 z 91 - So To 97 - 00 L.T. FULL NtCH 30 734 SIDEROADS 1 1 ITT - 26 CEVEqIANE 24 74 90 CP 111 9.060 0,054 2 97 - go to 100 00 LT. DITCH CHECKS 36 163 - 50 LT� 19 28 CP 0.075 0.0154 2, 104 - 00 TO 107 - 00 LT„ FULL DITCH 400 166 07 Lr 19 25 cp CP OX60 O.064 2 104 - 00 LT. CUT/FILL TRANS. ITT U9 CENTERLINE 60 TL CP 111 0.060 0.064 2 107 - 00 TO 110 - 00 LT, DITCH CHECKS 48 12 In 19 CEVERLW 60 7p CP ITT 0.164 0,138 z 130 - 00 To 132 - 00 LT. TOE FILL 266 173 - 80 LT, I L9 26 CA 0.164 6.138 2 332 - TO LT. CUILFILL TRANS, 178 83 LT. 18 2F 111 01060 0.054 2 L32 - Do To 136 - 05 LT. DITCH CHECKS 64 12 188 45 CENTERLINE 36 is CP 111 0.090 0.064 7 141 - GO 10 144 - 00 LT, TOE FILL 400 10 - 00 TO 223 85 M, 060 188 - 45 CENTERLINE 36 IF LOCI, O.Vg I CSCp EXT. LT. 153 - 00 TO 156 DO LT. DITCH CHECKS 48 SIDEROADS 540 198 - 93 Ql� ]a 25 CSCp 0.079 DICK EST, BIT 156 - 00 TO LEA - 00 LT. FULL DITCH 11734 202 - 82 LT. IF 2b ILE III cp lit 0X50 0.064 2 169 • GO: LT. CUT/FILL TRANS, 207 - 58 CENTERLINE 24 3G 0.060 0,U64 2 1?3 •- GO to 290 - BE LT. FULL DITCH 934 12 216 - 53 LT. 18 30 r-ScP 0�064 2 EX7.7 WIT-7-2IDR7'� k2Q ^ go 10 IE2 OU LT. DITCH CHECKS 52 To 111 0.060 0.064 2 !'as - GO To Iss 05 Lt. TOE FILL 400 UALLOA LKAIM Ena DalUff1AUEUA1EJAIHE-K2lDHE 193 50 LT. CURB DISCR- 30 So 197 00 LT. CURB DISCH. 30 30 35 - 00 CENTERLINE VALLIQUID-SMIn I.Man I V - 00 TO 204 - 00 LT. DITCH CHECKS 224 73 - 50Si6ISSliliATI CENTERLINE 10 - 00 TO 223 , 85 WINL[RE) 19,890 211 - 00 TO 213 - 00 LT, DITCH CHECKS 32 78 - ITS 1.T. t S[I)PROTDS 52 - 00 TO 54 - 29 LT, 125 213 - 00 TO 219 - 00 LT: FULL DITCH 866 147 - 10 CENTERLINE I PEIS AND FE'S BOO 68 - 50 TO 70 - 00 Ri. ISO 219 ^ SO! LT. CUT/FILL TRANS. 12 74+00 CENTERLINE I 1,440 80 , ED TO 82 � 50 LT. 25G UNDISTRIBUTED 400 48 89 - 50 TO 92 + 40 RT; 290 195 - 50 TO IV - Do L.T. 350 ""'I IE 81_1 CIAIERT AuW-J3AW2&-u"- UA= LUCAFTM L.S. ILUAIM 23 * 42 CENIERLINE (7'X(,5'X50') -TON.- 100 57 CULV- FISCH, - RT„ LL --- -- 10 - 00 TO 223 - 85 wjDL64E1 9,640(SIiCR 119 SIT 127 - 64 CULV- DTSCH, - RT„ 7 7 SIDEROADS CULV- DISCH. - AT. 7 ERAULAK-UMAE-UUK 450 UALLSHL-MIU110 139 - 93 CULV� DISCH� - RT, 7 171 - Is CULV. DISCH. - ST. 75 UALIDLU-11ILLUA LUID11SIA WILIAM 72 - 93 TO 75 + 00 AT. 207 ITS - 45 BULK. D ISCH. - RT. 10 - 00 TO SIR - 50 IMAINLINE) 163 - 25 TO MAINLINE TO 207 - 53 RT, 11 SIDEROADS 35,088 1 T - 50 SIDERCAD RT. 270 7 LT. A Rf, STATE PROJECT NUMBER SHEET NO 7883-05-73 DETAILED SUMMARY OF MISCELLANEOUS QUANTITIES Eulm--uttmt T SrA r6,419110 nrt AJLIIJE bTA )n.00 S.Y. EROSION SILO -MAT___ EEKE 0.3 ki PP' W , OD IT 16 60 RT. DlIcq THICK'S lh 18 , CO IT 21 - TO RT, DITCH C4ECKS 24 21 , 1,01 LT. CLJTI?ILC TRANS. SO TO To - 00 PT. FULL DIICH — ------ ----- 30 - TO TO 54 - 00 RT. DITCH CHECKS 48 L5 - 24 RP. CIJT/r ILL TRANS. 12 55 - 09 TO 60 , 00 RI. DITCH CHICKS 611 ---- 60 - TC: RT. CUT/FiLL TRANS, 12 5e - 70� 'R F, CUT/HILL TRANS. 12 ,7 « 70 To 63 ba IT, FULL DITCH 105 r, 68 « 50 RI. CURB DfSM 30 30 ICO 67 SIT « 00 RT, CURB SIT A, 4, m ---- Te 9L. -U13 55 10 IT 73 TO IT, DiIC,4 CHICKS UI 3e -r rrE" 'a' c RAN 6aEF5. C0t1 cRr rr 15 - 50 RT. CURB DISM 2 75 - DO RT. CURB IIISM 50 'TO AD, 7 5 76 afl 10 18 50 -F-w -,�;-R-]I PT. FOE FILL 334 -rc 78 « 50 TO 81 « 50 RT, FIIIL MCH 200 81 50 L 0 83 « So RT. WRIT CHECKS '2 TI, - 50 RT. M/FILL TRANS, 12 81 00 to al « 50 RT. MTCH CHECKS 20 89 So RT. CURE DMH. 30 llO rc CL.-; -7 3e 92 , 40 RT. CURB DISM 50 31 92 , 4'0 TO 99 « 00 Rt. FULL DITC4 380 99 , HIT Rr. CUT/FELLTRANS. 12 104 , 05 TO 108 - CA RT. FULL DITCH 534 M - 00 TO 110 - 09 RT. DITCH CHECK& ?,I 112 GO TO ITT - SO R?. III KH (P[CKs 21, 114 , 20! RT. CVI�ITI. TRANS I I I M 01 �O M 50 Rr. r6T F IL L 3P� 33Z « 1,0 ILI ITT « 05 RT. FULL ]HcH lcu ent CUSTRGljrrAn -SIi 134 Of) TO I 37 05 RT. 61fC4 cIlL CKS 5 -Fer-L e2zt5 14L « 50! fti. cu[/FIiL TRANS. 1� IT4 - 111 10 163 50 ULL UfPCM ll?S6 166 * 00 TO 169 - 0 Rt. tUllL 1111114 05 1O9 , 101 k:. `UlhILL TRANS,.12 t77 - 90: RT. CIJTFkLL TRANS.I R78 - 00 10 191 , 01 RT. PjIL MICH "1 "45 0 eal 181 , TO TQ 19,3 OD RT. UJI(CH (HICKS 24 192 • TO Ry, CIJT/rILL TRANS. 12 Wl 19b « 00 IG 200 - 09 RT. t(;IL THC4 5311 205, 04 RL CUT"TA, TRANS. 12 88 211 « CO 10 2111 « 50 RT. tl4L EITCH 111`4 711, SIT AT. CUPrLL TRANS. 12 UNMSTRIBUTED 348 64 D, A 0JET alki,LOR zzz. ,I ----- - - --------- SAWING EXISTING PAVEMENT -E 'IT —,ON LOCATION, L F 03 + 00 M.E. -2-2 8+50 CLEVEIA q 50 O-T H XqD RD 20 ED 8 4 00 FILLMORE RD. 22 tl IS +00 MEADOW DRIVE 20 9+00 ELM ROAD 20 12+00 CTR "P' 29 2z3+00 STH 29 E65 CT H. 'P"Cf'P" AA10 C�7+H, Z9 lN-rEFAsEI:7-/nN DE7A/L 92 O ..-7Emm== A p T.1886 x490 A.D. T. 2006 • 730 15% O. • 50% T. - 10% V. . 55 MP.H. DESIGN CLASS =C2 1000 APPROX. 22!5'NORTH OF THE Conventional Signs County LxM sWo r eaa s aa. To.sh Yp or RaNe L3 . Corporato or City Limits 1_L-1f r_J_._L.!! Proosity 11w Lot Lint EfistiN Right of Ray L,are As. Right of May Lief. .._,,..__....._,.u.. Bass or Survey Lirw Sloga, Intarcrot . ..-.__,...e a,....,... ExistxN Roadway or Privatf Entrsnce ...___._ STATE OF • DEPARTMENT OF TRANSPORTATIOK ELMWOOD• STAR ROAD 9i IIPII a, r r i +r Da.tYCR SyFbol (Cossbatible ! fluids under presauro) Railroads , Culverts in Place Calvorta Rogwfod (_—._....._.=._ PoNar Polo i Tolfphons or Tal"raoh Polo , Right of Ray Markers ♦`_ -`� Marsh. Grade Elevation r_ Jp� STATE F XC.T FR A 788'J-0-5 Q 10 FT. 10 Fr. Goalsx I Se PLAN A CROSS PROKRE SECTIONS Lamn Leon 0 IOO FT. D TO FT. ST. CROIX CO. _.R 15W 1R14W DUNN�I v 25 r 36 .p Q 2BN r211 -"L ' _ P �... �- �j T zi x T END RELOCATION ORDE alley ,t � II � ` '» �T f CON. APPROX. 6'!0 FT, NORTH OF THE S.W. � `+, ,„�., I . OF SEC 30, T28H,R14W 411 IT tN a m 128 �_ �� 30 - - lmwood 72 r PIERCE CO. R 15 W 1 R 14 W DUNN CO. q Layout Nt $Ce(a Total Not Lfngth of Cantoalanf .4.050 Mi. v.w m Im 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 RECORDS, 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 REFERENCED TO THE WISCONSIN COORDINATE SYSTEM CENTRAL, ZONE AND SCALED FROM U.S.G.S. TOPOGRAPHIC MAP SPRING VALLEY WI, 1974, 7.5 MINUTE WISCONSIN QUADRANGLE FOR IDENTIFICATION ONLY, DATE DUNN COUNTY HWY. Cn MMBAInuri ORIGINAL. FLANS PREPARED RY SHORT ELLIOTT HENDRICKSON, INC. CONSULTING ENGINEERS CHIPPEWA FALLS W4SCLAI SP PAUL MINNESOTA DATE STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION anwo.w 0.ppo.eu Aypeow.aY Can ..w � . .e i Cat No. 2130 - GETS I AREAS SHOWN IN THE TOTAL ACRES COLUMN MAY BE IFEVISION DATE ROUTE COUNTY LATE RJW PROJECT NUMBER SHEET APPROXIMATE AND ARE DERIVED FROM TAX ROLLS OR 11-23-87 7883-05-00, 73 NUMBER OTHER AJAMABLE SOURCES AND MAY UiCLUDE al� �H� & PIP" -�i -1-1 -1 :�; NOT 2-22-se --DjLq zg� 87 SCHEDULE OF LANDS & INTERES-TS:) REQUIRED LANDS OF THE OWNER HIMICR ARE NOT CONTIGUOUS ST. CROP( )4EMRAL PROJECT NUMBER 10 THE AREA TO BE AOUUI PIERCE PARCEL SHEET OWNER(S) INTEREST TOTAL R/W ACRES TOTAL NUMBER NUMBER REQUIRED ACRES NEW EXISTING TOTAL ACRES REM, 4.2 CARL NASEBAND L.C. TO HERMAN 9 VIOLET KUESEL FEE 40.0 0.65 10 3.65 36.35 2P 4.2 PETER & VIRGINIA LECHELER FEE 80'0 to 2,0 3,00 77,00 2D 4.2-4.3 PETER & VIRGINIA LECHELER FEE 118.72 0,51 l'o 1.51 117.21 3 4,2 HERMAN W. A VIOLET KUESEL LC, TO ALLEN H. KUESEL FEE 197.05 t42 4,0 5.42 191.63 4 4.2-4.3 OTTO H, & CAROL L. KUESEL L.C. TO DUANE E. 9 FEE 121,0 0.66 to 1.66 119.34 JULIE KUESEL 5 4.3 PATRICK A. & VIRGIL A. TIFFANY FEE 116,0 0.38 0.76 1.14 114.86 6 4.3 LINDEN J, & MERIDA E. LUNDSTROM FEE 3.0 0.09 0.27 0.36 2.64 7D 4.3-4.4-4.5 GARY S. & ROGER W. KASSERA FEE 352.81 1.56 9.0 10.56 342.25 7P 4.4 GARY S. & ROGER W. KASSERA FEE 38.5 0.80 lo 1.80 36.70 8 4.3 WALTER A. a MARGARET KASSERA FEE L28 oll 0,35 0.46 0.82 9 4.3-4,4 ERICK ECK L.C. TO JEROME A, & MARJORIE BUERKLE FEE 120.0 0.67 1.0 1.67 118.33 10 4-3-4.4 JERALD R. STARKEY FEE 7T32 0.62 2,7 3.32 74.00 11 4.4 ST.JOHNS LUTHERAN CHURCH FEE 3,0 6.13 0,30 0,43 2.57 12 4.4-4,5 GLEN H. HANNACK FEE 80.0 1.32 4.0 5.32 74.68 13 4.5-4,6 CARL F. PODOLL, ET AL FEE 40.0 0.97 2,0 2,97 37,03 14 4,5 MARVIN & HELEN FRITZ L.C. TO ROGER & LINDA KASSERA FEE 39.4 0.78 t5 2,28 37.12 15 4.5-4.6 MARVIN L. & HELEN R, FRITZ FEE 3,18 0.19 0.21 0.40 2.78 16 4.6 IDA DALLMAN LC. TO GARY S. a ROGER W. KASSERA FEE 60.0 1,13 to 2.13 57.87 17 4,6-4.7 ALVIN KUEHL FEE 80,0 0.95 to 1.95 78.05 18 4.6 EDNA PODOLL FEE 38.25 1.13 to 2,13 36.12 19 4,6 LYALL J. & LUANNE DALLMAN FEE 40,0 0.49 1.0 1,49 38.51 20 4.7 GILBERT & GLADYS LENTZ L.C. TO RAY & MARY SAMUEL FEE 36.56 CIJBG 2.0 2ZG 3170 21 4.7 EUGENE C. HOWE FEE 0.48 0.06 0.21 0.27 0.21 22 4.7-4,8 RAY SAMUEL LC. TO JEFFERY & DIANNE SAMUEL FEE 79.5 0.30 3.0 3.30 76.20 23 4 6-4.7 MORRIS & MARY WEBB FEE 236,6 0.82 5,0 5.82 230.82 24 4.7 LARRY W. & MARGARET ZIEHME FEE 0.75 0.08 0.26 0.34 0.41 25 4,7-4.8 JOHN & MYRTLE WEBB L.C, TO MORRIS & MARY WEBB FEE 112,88 0.34 2.74 3.08 109.80 26 4,7 ELSIE SMITH, ET AL FEE CAR 0.05 0,28 0,33 1.83 27 4.8- 4.9 DOUGLAS D. a DONNA MAE WEBER FEE 120.0 .21 to 1,21 118.79 28 4,8-4 9 HERBERT G. & GERALDINE KRUEGER FEE 10210 1,34 3.5 4.84 97,26 29 49 DENNIS J, & CATHERINE M WEBER FEE 235A5 0A4 6.0 6,14 229.01 30 4.9 HAROLD & FRED ADAMS FEE 5.3 0,09 1,21 1,29 4,'0l 31 DUNN COUNTY ELECTRIC CO-OP RELEASE OF RIGHTS 32 WESTERN VASCONSIN TELEPHONE COOP, 33 4.5-4.6 MARVIN a HELEN FRITZ L.C. TO GLEN H. 8 VENA HANNACK RELEASE OF RIGHTS FEE 3682 0.86 1.29 2J5 34.67 LHEL H,E. ACRES TEMP. AC a SE -NE SEC. 13 T27N, R 15 W PIERCE CO.} OTTO H. W CAROL J. KUESEL L. C. TO 0UANE E. 9 JULiE. A. KUESEL VOL. 170, P 221-223 STA. 35-69 CONST, RE. LT. al L-18' C..P REO°D. ,t H O 6F PT a STA, 34+32 CONST. FE. RT DUNN CO. ELEC. COOP 00 PETER B VIRGINtA LECHELER VOL. 295,R 853 7-OWN CF SPRING LAKE BEARING ORIENTATION , RIGHT-OF-WAY BEARINGS ARE ORIENTED TO TRUEE NORTH THROUGH SOLAR ui OBSERVATION. SLOPE INTERCEPT FHI (d It g l 50t t t v I '`LS 84°55`13" 0 105,00' .—WESTERN WISCONSIN TELEPHONE' `. BM 3 STA, 44-10 STA,. 44+50 CONST, PE. RT. CONST PE,RT, I-18` C.R REAR. t J 6i NE -NE SEC.13 eTATe PROJECT NUMBER sseeET r T27N,R15W 7883-05-00,73� 4.3 PIERCE CO. R / W PLAT PATRICK A, 8 VWWL A. TIFFANY 6 STA. 53-80 PLAT DATE= 3-20-87 ...-- fLIN END ST RO MERIDA E. CONCT. P.E. LT PI. 60-67.14 j. C.T,H, °P-- REVRSION DATE': H-23-87 - ! VOL, t43, p. 606 10+oOTN.RD. RT Z'-p.A"-so _ __ STA. 52+86 4 fAZ. IT9.413Q N CONST, PE LT CONSt TYPE "C'. w _... ,12 INTER, LT, q z STA. FE -r CON.. T: EE. LT STA 52+00 7'0 54.25 LT. V Cw rq CONST TYPE. "D" 2OO.00" NO2°5b`N'W `�' t CONC. CURB 8 GUTTER EC 10q-Y3' G( N89+36'43'E — a� nn� ... "P � 31of 45 NOI.32°17"I 864-7� T'1[N Ip246°58"E 04/QI )00+399 836D3 P 20ti 3g0 0b` 285,00�- ovoi 1 J.m. 849.3I k� ri• .^'�''� t) � sEP(Tic ( M 4 :, \ n m mmTI-54'..'i� ,eI.eCY m°'vti H a 33' STA. 59-It (,;, i:.. CONST PE, RT.66.OQ" GARY S, 9 ROGER W. KASSERA 8- W C,P PEO'D, WAL.TER A. 8 MARGARET [~S 1 VOL.. 275,E 466 KASSERA , VOL,. 246, P 517 +' t NW -NW SEC. IS BENCH tMARKS NET. LENGTH � STA, 35^00 TO cr STA, wcotvw 63+00 280O L.F T27N, D1�NN R 14W CO, NO. 3 4 _STA. 4T+46 60+OS SPIKE PCP fl CEN. --O_E-TN IN B" S REQ- SEPTIC F..tvwfv PINE-- TANK � COVER —2E5'RT.-� ❑T 16f,t0 RT. I63.T0 , Ila a 17O 160 W S6 •_• _ 40 M 41 f�- 42 W 43 �. 44 R 45 � 46 ® 35 N 36 37 "v 38 9 39 r 47 u', 48 m 49 R 5D T. 51 V 52 53 54 55 tV 57 58 !+ 59 P 6p 6t 62. 63 Cat Na 2130 - M40 SE -NE SEC. 12 TOWN OF SPRING' LAKE NE -NE SEC. 12 T27 N, R 15 W PIERCE CO. BEARING ORIENTATION T27 N, R 15 W RIGHT-OF-WAY BEAWNGS E ORIENTED TO TRUE PIERCE CO. NORTH THROUGH SOLAR OBSERVATION wl @ STA, 93.45 GLEN R. HANNACK CONST. F E. LT. VOL,90,R722 I-WCP REQ'D wHujtuy NUMBER E NO 417' -S' Nlf-� R I SHEET NO ET 0 SH �45 CONST TYPE 'C" 0 E R �73 INTER LT. a RT �5 i I I I I R/W PLAT PLAT DATE= 3-20-87 REV13ION DATE J-23,67 N 02'16'07' W DONN CO ELEC. COOP 6600. 13A. 8.0ow q.QQ CARL F PODOLL ETAL -33' 33. cl So., VOL. 15¢, a R 281 N SLOPE INTERCEPT------� s 89. 50,36, w .110 0 89-110'36"E '44 o 6500, OR - ZL= 4 --------- ---- 0L 0 A se!) SFPTM7� - 2 VENT ,, , 9000 D 0 IS 0 00.50' STA..98-05 CM) CONST FE, FIT STA 92-19 6-18' C.P REQ'D, CONST RE RT GARY S, B ROGER W. KASSERA VOL. 275, R 466 1 am SW -NW SEC. 7 TOWN OF WE377J1/ T 27N, R 14 W M. 4Q' o r4 Q3 35 25 600 5'�O'90 -77 00 -? fj OOf W Z4 W TTFT� 4 j5 N 00-09'24"M Z�1700ow x 50* S 89'50'36'W N 89,36" — L. ;550W ✓ 50,00, 65 119 �900 00 WEST'ERN VHSCONSIN TELEPHONE CQ bi MARVM L & HE LEN R. FRITZ L C 3MARVIN a HEL EN FMTZ L.C� 0: TO MARVIN L N HE EN `R�TZ TO ROGER W. 8 LINDA M. KASSERA Q�l GLEN H & VENA HANNACK R, ULS VOL,331 PL VOL, 33T, R 556 13 13.(), VOL° 363 P577 4 STA. 91 + 0 0 To STA 119 - 00 a 2800 M CO. S3,20, E I NW- NW SEC. 7 _7N ��ARKS� P, T IF 33 B=;RT 158Tc ,53 0 T27 N, R14W N 0 STA 1 17 0 a E 10 DUNN CO. 7 100,26 SPIKE ?N 2 BM 66� �6 _P am C9 N, MO - [L40 SE -SE SEC.1 BEARING ORIENTATION NE -SE SEC, I -a- RK3EIT-OF-WAY BEARING$ ARE ORIENTED TO TRUE AZ UMBER SE -NE SEC,I STATE PROJECT =1 G=EETNO 27N , R 15 W NORTH SOLAR OBSERVATION, T27 N, R 15 W T27 N, R 15 W 7883-05-00 -73 4,6 PIERCE CO. PIERCE CO. I PIERCE CO, R/W PLAT 30 M WN CF SPRING LAKE (D CARL F PCOOLL,ETAL al IDA DALLMAN VOL. t51, P 281 ai L.C.TO PLAT DATE3-20-87 StA, 130,68 GARY S, B ROGER W KASSERA REV(SMN DATE —U-23-97 CONST, RE LT VQLA20,P, 750-751 STA 120-95 STA 3?+,G TA, [44.79 N I- M' G,P REQ'D CON T FE, LT CONST, PE, Lr g? i S CONST P E LT, H ALVIN KUEHL I- to' C.p REG D WESTERN WtSCONSIN TELEPHONE ---- \ MNN CO CLEO COCO "L 4t, R 623 621, STA t33-40 CONST F F IT -Dlr�c It 89' 37'57'E sm n cl 65.00, o' 1, A. 'C 125.00' P5 j SEPTI S. sa '300 Do' Soo' 1 "54 W 7 A� 4 --120 q $17 le ........... 71- z 21j,5045' 135 i- f - ------ 4324S, - - -N -Ow 2 E'03-w/- it X T�7 09 Z4 E U -lqoC'oo L N 09-SO'3C'E S 00- 2 2 '5E 7 Y'�} 30 L-j /V yy -' ' - -1 — X��t \ >-, " N --Z ------ / w W ' oo� 44969' 200 �'G� SLOPE INTERCEPT s 8"'? 57 W 75 am to F, S05 7500 it 441 o' 10050, 1, E lie 195 STA �33,41 STA M 4 -)0 ETA +1 SO0,09,24,E ONST PE R- CONST RE Rr CONST PE FT EDNA PODOLL 15Q59 c �-�S'C,R SEC'YALL J. BLUANNE DALLMAN VARVIO a HELEN FR17Z N VOL.VOL165, P. 577 CEMENT NAYL"', voi- 156, P 257 STA� *9,BZ�5[ SEC6 10 SW -NW GLEN H B VENA HANNACK TOWN OF VlEsrolv 2,10 RT, STA M5134 T 27N, R 14W VCL, 363 P577 STA. 139,62.5s f ate Gad Pf AT, GTH 'P' RED t-Is.cp Q,� DUNN CO, SW -SW SEC. 6 NW -SW SEC 6 N CIO 2 2 0-3- N' �, 140 BFNrH P� 5 89'37'57'W T27N,R 14 W T 27 N, R 14 W 2, 10' 9 12, 2-�5 -u DUNN CO. NET LENGTH 4. STA, H9,00 TO STA, 147-00 2900 1 F DUNN CO, -- ----- 2L 0- L' LiL L Ll I 125 [26 1 'LL L . -L-70--�LLI-ILE`L �-' ' --- I ii—j -A rry LILL 21 132 133 @34 635 136 I37 138 f59 14q f41 142 i43 t44 t45 M6 147 r" No 33 ----------- - - -- - ----- ni, X4Q«53.9r BEAR1113 ORIENTATION NE -NE SEC. I SE -NE SEC. I [AZ iso^2sii° RIGHT-OF-WAY BEARINGS ARE ORIENTED TO TRUE T 27 N, R 15 W T27 N, R 15 W NORTH THROUGH SOLAR 06SERVA7101% PIERCE CO. PIERCCO. STA 163-50 GILBERT GL ACIYS LENTZ B,M12 STA. 153.50 CONST_ BE LT LC - TO 17 COMET. RE. LB I-WC.P, REa'0. RAYMOND 9 MARY SAMUEL. ALVIN KUEHL VOL. 41, P 623- 624 8 t543 VOL 58, P, 347-346 PI 162*28 16 POT. 164-89.6t ST. R l,PL."PP`= \_ SE -SE SEC. 36 STATE PROJECT NUMBER SHEET NO. AZ t79"339 12" TIGER, LF.lC..T.H. "P'R7 T29NrR 15 '] �.�' 0�il "Qo�� 4.7 CONS TYPE STA 164.8960 _ INTER TYPE if INTER. L7. 9 RT. ST. CRQIX CO. 1 NCO 2540"w Stl9 34 ZO°Yd R /W PLAT Ill iM f'�Ht 2 T5°r NC.QTQ955'W fOO`IOrI"E -- CST 0N5GE FE LT- k-IH"t:P REG'0, PLAT DATE 3-20-87 ai w SEC tl ra uU o7°37'E,. ^i ALUM P —_ .{ ©a l2c L"C 'TA. iiS^80 CONEY Pe IYh ^ie SB REVISION DATE* !(-23-87 i `....-ff6 NE HONE \ L F'. E. LT '. fB'CF REl7"b_ AZ NO.43`C c.-'2i3-88 aA VOL,St6, P 165 S TOWN OF SIOMD c LAKE Io G, JEiFE R -.DUMB COI. ELEC- SOUP 3 I Ri 23°2'£ N VOL rGT 7CH PEb 2 '(} PtY B GI 'NESA . 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TOWV OF rAay CAST MSTING RLGHT OF WAY EAST AS' A I I "o ALUM al COMPANY MON 500' OF TRIE S E 1 11 - — 1) F THE NORTH C�LLAMS EWE L NE RAY SAMUEL 14 OF THF A E U4 SfC, 3� - N , R- 15 N vcL 407, Ell 166 L c To T-6-4j, -T1- T 1111,� U, OL DONNA MA WES Lpp E� T VOL, 588, P 266 P?4�1 @ A , JErPRFY a DIANNE SAMUEL REVIStON T'7rg -I-23-R,- „fain LT, F.- ST, FF 7 PA NOC-34, "E t78 , 88 Vol 1108, p 26-Or 3�`F.'O)'20TE TERN WISCONSIN TELE, I �-111 GP BLOB SEC LPNE 3LIlS E, R FrLl, STA B315GTO I97-OOLT, GAS OPFA,"iE L5TAI CONST, tYPE 'G' 'LOL H2� , 11 ZTl? OUNN SO ELIEC coop, 3� V- STA 202, R2 l C014CRETE CURB a GUTTER 44° I L SSPTO S63"n'BO"v B 1: QOIVsT, PF Lr 18'C � 1:; 16769 5 1 REQD C'�"5 BA"EAT�0,14N-89 M CO �ST. P.G.&7 H - , , 'I. 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L.O TO PATRICK A 5 VIRGIL A TR`FANY j DUANE E. a JULIE A, KUESEL VOL D5, P 575 VOL, 170, R 226-223 PARCEL NO C STA. 53 - 00 PARCEL NO, 4 038 ACRES NEW RIW REO'D, (FEE3 I LINOCr,I i a MERMA E. CONST. RE. ST.. ETA 35-69 0,72 ACRES NEW R/W REQ�D. !PEEPn486 ACRES REYAIN�NG LUNDS7ROM P�,60-6734 jCT w J CONST, FE LT H9,28 ACRES REMA"4IRG I --- — I - I VOL 03 P606 10-00 - TO, RD, RT STA 52486 PARCEL' NO, 6 7AF 17916-_ 1-18' C.P REO'D. CONST. RE. LT. �CONST TYPE "C' 0.09 ACRES NEW R/W REQD,, QFEE) 2.64 ACRES REMAR41NG COP43T FE LT, DUNN CO, ELEG CODE-, --SLORE INTERCEPT I TER. RT. STA 60-12 LH H STA,52-OOT054-25LT E T CONST TYPE 'D' I i , -- 200,00 55 CONC� CURB a GUTTER N 89'36'43' E A v, 45' -E 8647VI IT �643,89 N Ro', 39 i I P - VR 200 30000, '1 00 ------ - 55 ----- - — ------ CrIA _CT 6, w Cam- E _49�4 D6'3� 1132 0' V, 300. p ' 849-31 300 �71 GO OC� -4 � 6v ZmZ5' 0 0 SEPTIC Il' 50 89`55'�`I 33 E4.32 �\ , 1 33 CONST FE, RE ------ e-Y 0 m 3 ETA 59-H , I S Go' 15, �O* E PETER a VIRGINIA LECHELER STA, 44,C0 STA, 44- 50 CONST RE. RT� 66.00, CONST RE, RT COAST RE. RT. S. a ROGER W KASSERA 18' C�P REVM WALTER A. a MARGARET VOL 295, P 853 C,R REQ'D, UARY KASSERA _J PARCEL NO, 20 VOL-2 R RES 061 ACRES NEW VOL. 246, F. 517 R/W REQR. (FEE) PARCEL NO.7D HIT" ACRES REMAINING L93 ACRES NEW R/W REO'D U`EE) PARCEL NO 8 Sl�acur REO Sw NVI SEC,18 341,96 ACRES REMAINING OAI ACRES NEW R/W PEO'D. (FEE} T 27 N, R 14W J 9.82 ACRES REMADflNG DUNN CO. NYi-NW SEC, 18 OF aaxR T27N, R 14W [N=0 ETA ETEV NET. LENGTH 'i STA. 35+00 70 STA. 63,00 2800 L,F DUNN M 1-6 �7+ 46 SPIKE IN 8' RED FINE PIT AD BE 81E R7 17777 —NQ -NE SEC. 12 PUT I13-46,Or fL STH� W STATE PRCLJEGT NUM SHEET NO, -NC SEC. 12 NE - i6-,-O--O --- TH-RD LT- 3- RT� -05-73 SE 5 T27 N, R 15 IN T27N,R15W CONST. TYPE 'C' 7883 PIERCE CO, PIERCE CO. INTER, LT. 8 1 RT, GLEN H. HANNACK VOL90, P 722 STA..93.45 PARCEL NO IZ 66 f CONST. FS LT. (SEE PREWOUS SHEETt \APGJTn N 02'16'07'W IS' C.P. REQ'DL ------ - RQC I DUNN co.ELEC, COOP \ 8.ii CARL F, PODALL VQL� 151, a P 281 PARCEL NO, �3, u. 107 ACRES NE, if, 9 , Y R/W REQ'D CF E'I SLOPE �NTFRCEPT 69970003 , GO, 6*,g 3693 ACRES �REMAHiwo � V� - 0 Or- 25, W f 010 rQt 0�- a 06-E 0 i, 0 RIG 0 0 No 1 3*35 V -t! 5! G 300 0' v 7 b EH.7 N '2 4' W o7w 2;F ;z RO --- —1 5- 0 T 15- 7L L 50' j 50 89, 50, W w as en 63IT 65 E0.00' SO STA 9B-05 CONST FE, RT MARVIN L. 3 HEL'A.V4 R. FRITZ I-W C.P REO'D. STA. 92-19 MARVIN L� B HELLEN R. FRIrZ 5, VOL 331,P. BIC GARY S 8 ROGER W, KASSERA PARCEL NO C L.C.TO La 13�00 COROT RE. RT. 1 1.05 ACRES ' NEW R/W REQ'D. (FEET VOL. 275, R 466 ROGER W, a LHIDA M. XASSERA - 13,-00 37.45 ACRES REMAINING PARCEL NO, 7 VOL-3C7, P 5,56 4 (SEE PREVIOUS SHEET PARCEL Na. 14 0.78 ACRES NEW R[W REQ'D. (FEE)13 GO' 37'IZ ACRES REMAINING FT B H ARKS 't— ---- -- �— NE �L'H M OIF NW- NW SEC, 7 REST D, SW -NW SEC, 7 T 27 N, R 14W N! �SOTA, D SCR[IMPTM, p C IC T UM it T 27N, R 14 W ICO126 SPIKE N - , DUNN CO. 8 6 i 2 SPIKE IN 12 STUMP 336 RT. 15B,53 6 1 R 113, OR I K I G.P.I I MINN Co NET LENGTH q. STA. 91,00 TO CIA 09-00 2800 L,F. 8 113,24 SPIKE IN P.450' RT, 180jF 170 OG®DC JG4. I T27N,R15W PIERCE CO. CARL F. POOALL. VOL. 151, R 20 PARCEL N0.13 (SEE PREVIOUS SHEET') STA, 120.95 CO`YST. RE, LT. l-18'C,R REQlO STA. 08 +95 CONS? PE. RT I-IS%P READ. MARVIN La HELEN R. FRITZ VOL, 331, P. 8t3 PARCEL N0. 15 (SEE PREVIOUS SHEETI SW -SW SEC.6 NE -SE SEC, 1 P. f Z5+50.45 SE -NE SEC. I STATE PRaa6cT sNuwrSER SWEET rva, T27 N, R CO.az 79aa7 2r T27 N, R 15 W 7883 — 05 — 73 S. 4- PIERCE O. PIERCE CO. a IRA GALL MAN L.C.. G 4. STA. 130+88 GA RY S, 9 ROGER W. KASSE RA CONST P.E. LT. VQL�Ia O, P,. 750-75I 1 IR C.f. REQ D. PARCEL NO.C6 d� STA, )37*4C STA. 144+79 H 8,A ACRES NEW P1W READ. (FEE) j CCNST. FE, LT. I CONST, PE. LT, WEST WI. TELEPHONE CO-CP—. 5787 ACRES REMAINING II k H P ALVtN KCfEHL DUNN CO. EC.EC COOP.-' t ___j VOL. 41,P 623-624 STA. 133 40 t PARCEL NO, 17 r, CONST, fi E. LT Qa5ACRES NEW RdW RE(Ca (FEE) rd-t6°C.P R,QO. Xe: AC ES 1900.00 I- �m�.'2Ct 56 Qia 20t E 0 SEPo C ( r E_ REMAINING 4 �i ERTI 4 W m � I C't � as F10 d654 a N 6 a9'PZ �§�° � 4 8M pi �-- - - 6 �_ "[.,„„_, 4...Y.3 (} _ __..#GO'09'24" -74 S00`2203 EE SO4 3924 E� t �- �w �' 7L 449.69° f So4SG!` 0, fdf kf. 3.7 � 60 k} SLOPE INTERCEPT a' + ,a� a'a (tilt S OG33Id"� ttt ode'^ 7&f BM 70 ( 0 jnr t .SO' -" STA. 133+41 CONST. RE. RF,.� ¢'+ R �['{'{'- STA. 144 ep �^ t-IR"' C. fl. REQ°D. EDNA POOALL Is0.5909'2° ^'ry q+ Ip LYALL J. 9LUANNE P/ALIMAPd CONST. P.E. R'C VOL. 165, R, 577 t- CEMENT NAIL, VOL. MR, F, 257 x PARCEL NO, 18 STA. 139t82.5f x PARCEL NO 19 i zAO* RT la SW -NW SEC:6 L 83 ACRES RE'M R!W RF. C1'D. (FEE) a STA. 145a34 "'a 36.12 ACHES REMAINING ST\\A. 139.82.. 5,-- n'�6a' 38.51 ACRES REMAINING REQ'0.-WEE) CONST P,E.RT�� T27N"R I4W CT'. IT "P, \ --- �4 I-46'C..P. REQ°Q. DUNN CO, NW - SW SEC, 6 N00'Z2'03'Wk�'. AS \ ncur� v DUNN CO. W S 7 W _ NET LENGTH Tt STA. I!9 CO TO STA 147100 2800 L,F DU NN CO 2.10 SPfKE tN 12" MAFLEIPT f55't.T. 74E 1 C0 39+&5 SPIKE IN 2�4° ELM I22"RT .� 177. 63 y ffl-mu tr HE ISO _ o ai n r ¢ ci cv. o °.�:. ----- e.�i. .+ a Ef i_ 4 J 119 120 12[ I22 f23 N N m q W m t0 h m 0+ tlJ N LR 124 123 P26 12Z I28 124 130 13P 132 P33 C+ 0+ O a Br N 134 f35 136 837 (38 139 I40 141 i42 143 144 14S 746 447 Cu No 7130 D140 P I. 145*53.9P SE -NE SEC. I �2 IBO'2 frli" T27N, R M W PIERCE CO ALVIN KUEHL VOL. 41, P623-624 PARCEL NO. IT (SEE PREVIOUS SHEET) cl( 1654 IC p 446 29 - MORRtS a MARY WEBB VOL,. 173, P. 36 PARCEL NO, 23 0.87ACRES NEW R/W REQ'D, IEEE) 230.73 ACRES REMAUONG j WA tLC� STA. 153,50 CONST, FE. LT'. 00 I Yi. I p STA. T F.E �.i ,20 C0N5X. FE. RT. 1+ i„ G m a I" NE -NE SEC. I T27N,R15IN PIERCE CO. STA, 163-50 GILBE'RT A. a GLADYS LENTZ CONST. P.E.. LT, L.C, TO 1-[S'C.R REQ'0, RAYMOND a MARY SAMUEL VOL.. 58, F. 347-348 PARCEL. NO, 20 0,86 ACRES NEW R/W REQ'D. CFE0 33.70 ACRES REMAINING ,--OUNN CO ELLO. C00P SLOPE INTERCEPT N 01'42' 14" E SGQ 22' .--_--_ft._R5212_8 16 POT: 164+89, 61 C.T.R'P.-'PP'- SE -SE SEC, 36 STATE PROJECT NU\ASER SHEET t AS 179"33 t2" ID*00 TN. RR LT,/C,FH,'P°RT. T2EN,R 15 W STA.164.89,60 CONST. TYPE C° 78$3 Q3 73 5�5 INTER. LT„ ST. TYPE C MODIFIED ST. CROIX CO. N00°25"4Ct"W rS B4<3526°'N SEE DETAIL 3TA. I6Fx«U7 z 75' CONST. LT N00°0955°N 300°I001"E IB C.P RE REQ'D. P W —$EC LINE ,.N00 073F'E 66.Q0 ('A. P73 AB0 P1. E71-IS 56 + ' C. ALU t� ("{y CONST. R E. LT AZ 180' 4.3` Y6° c° �+' MG 8 T EUGENE C. HOW F } 9-,E" 8 P REQ'R R _ 2 VOL 516, P 165 """•!i� PARCEL NO 2Y o.ft 006 ACRES NEW R/N REQ'0. (FEE I RAY SAMUEL L C TO JEFFERY N MADRE SAMUEL Pa 73°0S°53 w ,S=.i„ VCUT \ 02P ACRES REMAINING VOL. 709, P 26 27 PARCEL Na 22. ,56 ACRES NEW 4223\ '1 0� f�P1 hPa N660 T36 3' _. �09X CRES REMAINING E S69'49�5 DO B 4" E ,� N22°83"45"W 55, a m n 78.D0' oa aG s o q Sul k_.� CH=1 + C P IS STA. 163<25PAL. RT TD 11+50 SR.. RT- C0 "T. COICRER'F, CURS 8, GUTTER 224 33 MORRIS 9 MARY WEBB 6 TYPE •D" ^' VOL.. 168, R 292 STA. P63�56 "" ," sun°ae w F PABST P.E.. PT 73,00 s-"'f EUGENE H MARE HOPtE VQL. 282, P. 659 NW -NW SEC.6 STA. 163+90 l Les! 1 T27N,R14W CONST, PE. RT, DUNN CO. NET E ENG-6H P SEA. 14/*00 TO -STA_ Y F5 00 PPV0 v F 0a y' cu c,F' 1 , Y t106°01'C: E a� f ./ Nl7Q'!0'EILE i5`I26 G J,'. AIR 91 r--'-'-__ 189.08' +1 ' S00t70 ._SIGN 4 2&40--N }-qo-- N0O 70617�� i.T 09 ��qq•pp,;;9 ff� sao°[a`ol^w.. 500,00` y tit A N 89-34`DO'S 9Q 'E °' • ( {,�i" �. Ho00" +I f vm�`"�m STA, 173-27 NB9'49"99'w m P 4 1 { _\ F.'.L5YE Sa V 1 _ CU Pt37. PE„ R'i� F 7.00 90 JOHN 0. 0 MYRTLE M. WEB© — �, ITH VOL 154 R 507 // PARCEL NO 26 13 m L.G. T4 M1tORRi9 R MARY WEBB O.OS ACRES NEW RIW RECti2 (FEE} VOL,. CEO, R 31 PARCEL NO, 25 \1.83 ACRES REMA84UIG /STA,II-""oo CTYt."P" 0.34 ACRES NEW R/'N RECTO. (FEE) `, / C04ST PE LT 1O9.80 ACRES REMAINING SW -SW SEC, 31 ` `ITA. lT4*30 -Aj . .. -CARRY W.d MARSARET z1EwME T 28N, R 14 V�` a CONSTFE. RT VOL. 161,P212 DUNN CO. PARCEL N0.24 BENCH MA(i 0IG ACRES NEW R/W-- _— REQ'D. (.PEE} N0. STA. OESCRIP710N El.l 039 ACRES REMAINING 12 tS3j SPIKE "Y 6" STFtkP » 342 k„T- 206. ._ ..__ ...... ..:._.. - -----A .- _--._ _ _� 7 ....- Ly 200 ..__.,...._ $- t .. _- __ L� r ems- - _' ___—_ _ w04"p®�It --+- _.._ i t -'-- }L_.-. 4—. ,----- ._ _ _...__ A-F + Siy��-�9„:+�}{4S- i#_._L..l� --_ - ._... _W_i' ___i —' .._._._- -- _. .._ — .r'.fµe. _.�_ _---:_.:+-_---.. __ _ _ _.�-i ex -_- __ __. - } _. __ _ .z_rs_ •�F »�c ,..... —s�g- —_ b �-Fa�>ait_ �__a -- mil r- +? �F-.-::: „_1... - '..- _ • �� xi.�i:Ds'n.---'-- x _�- {� + Z m T _ +- � E'. t _ +—..— t } ...».. ..�— �M1 -#-.._ _ _ Z,t _.::. Y --. } „. _ v: w m.....::a= _. �__-_._*'-...,._ - - - - ----- 77 r [ - _ _ __ } —= � _' 77 r: _': F # .. ^ , { _ -- 1: yr Y 2.�., L 1= . -- _ y - - 4 } _ _.,_.i.. �L ...,. Via..:...._._ - -- i-- t- _ -- !60 _..._4.._- �' -- 150 f . .1..,......... _ _ F 147 I43 149 150 C5t �152 �653 H54 155 156 157 155 859 ..� 16 t61--v--162 163 ^� 164 _ i_ _[SF 16F- 0 169 !69 P70� 171 E72. �I73 674 175 Ca? "IC 2tiK - NE GE SEC. 36 EXISTING RIGHT OF WAY EAST 15� WILLIAMS P;FE CORBY RE LT I PARCEL NO22 0 BE *lOYo'E at __!LOo'lOYo'E COOP 274,45 SLOPE INTERCEPT /-EXISTING RIGHT OP WAY 'WEST 40' J� solJG' (SEE PREVIOUS SHE�Tl T28N,R14\K UUNN CO. XT SE—NESEC.36 I_ STI__ IS PROJECT NUMBER SHEET P CAST PARCEL NO 27 LINE 06,79 ACRES REMAINONG CWICRETE CURB a GUTTER RE LT SEPTIC UP L CONST, RE. LT CONST RE FIT VOL173, P. 243 PARCEL NO. 28 ICY ACRES NEW R/W REWD WEE) 10103 ACRES REMAINING SW- NW SEC.31 7,62 x"rco owo ____ NE -NE SEC, 36 PI__4I'7+_5G 4j_' SE -SE SEC, 25 STATE PROJECT NUMBER AZ� U79"48 09 T28N, R15W \T28 N , R 15W 7883-05-73 ST. CROIX Co. 'C obq?, ST. CROIX CO ESPING J. & CATHERINE M. WEBER VOL. 627, R 364 014 ACRES NEW R/W REQ`G (FEE A 2N3153LT\ Z2901 ACRES REMAINING P. 14T PARCEL Na.29 ST HAROLD 8 FRE\DADAMS - - - - - - CONST PE, VOL�243, DOUGLAS D. 8 I-HIEF RFQO r PARCEL 140, 30 ON N DONNA MAE WEBER ILL 0�69 ACRES E IFEE)'\X"\ VOL. FBI. A 392 4.0p\ ACRES REMAINING PO P STA 2 OR 4 OLS STA, 2"-00 RWIALD L. 5 SUZANNE M, BRO'K'N "S "PP'- `73 STA, ;05163,67 STH '29* CONST, PE, LT, F o VDL�469,P 74 SEPTIC 1\ NS41 46 50 W n 05-52EPOIFE �d -1 _�_ 1 00A 30,6� Cb ---I- I '[Gj G E. 0 1--, R E I so' N 00'M'21)'E BM 16 c SAWCUT Z' __� 7a GO REQUIRED V, �37 55* neg'58,ZVE 2� M024ftS W 0 000do ZOO 25, 300 M E'fO 4 is J� 'E r 2,)5- 44GA'R)%?0'r IS TOWN ROAD 89 5 36 E S a' oa05- W RE cs sao7 07T1 o STA 211+00 CONST FERP DUNN CO, BURG COOP, LSLOPE INTERCEPT HERBERT 0 a GERALMNE E, KRUEGER V;I VOL 173,P 248 PARCEL NS 28 xl (SEE PREVIOUS SHEET STA 223-85 CONSTRUCT ONTERSECT)ON SEE DETAILS SW -SW SEC 50 ___BTrTCH MARKS NW -NW SEC. 31 T28N, R 14, NO _6�T.A T 28 N, R 14 WDESCRIPTION : �C' �C' DUNN M 15 202-60 LPAT SN COR CORE PAD FOR FLAG POLE IBS' NET I FNnTM FPOM ;T& 200.00 70 qTA 271-AS 2M5 1 F. DUNN Co. - UE--Z -- -- 170 - 160 -------- ------ ------- - - :zz m7__ — - ---- -- ---- + ----- —Fit -t ±7 4--- SRO 1EY 771 PL_ FILL J- SH +540 C 4= .91 zz= z— ----- ---- ------ --- . ..... T, ------- ------ L ------ =kq 7=7 Sol 'C, -:L- 40 i T -7 MO L ----- - LT - ------ ------ - ---- --- -------- --- - _3_ --- - ----- - --- ------ ------ -- ------ t- - - -1 ------ 120 - ---- ------ 7 -77t-=77 _-4-7 ------ ----- -- — - - - ------- ------ ----- - ------ - -In -------- — --------- —7: _7=7' --- --------- --- _=1 Z---- -- ----- _-Z 2 ju ZIA ee.0 CGI 444 all "�oh� S, 'se'. h- lar' ",a 4 6" 115.2 Mim f,, f,,srnis Uol, -,-m fp' 1 .,a '.il' (20,3 than. ..n f,,th s,l Ni, 11 Go, or la , , er :time ter -'ri or mz't'.lrht ANCHOR SLOT AT BEGpNNPNG AND END OF EROS[ON MAT (SEED AND SOD) N.t.ils of 'oort'uytic" 'tv'rcas one earknanship not shier on this dT,.,ag 1hrn Calf, to the Pe-itilrat reb.11,1ts of the 5L.,j.rd and the -Pyllsatle Sga,rral Pr.,,is,,as Yariaticns in the dr'hsrc,ms .r "tcorols ths, hereon Shalt be omitted if they oraytat P.Q.raeleat P,,itn,hich and aterial 'tybn'vh and Lf px1Or o ... r"j it the Em7i,yr as obtained. We Joints shall not be placed in the bottom of V-sha{ped bor-h., ,1v,Lrr' Slots a,, ailaraht strips of "ttiag ah.11 be atn-,et,d . of 4 feet £1,219 } Edges at the Erosion % t small be pressed in the Soil. Erosion vat shall be ^ensured and payed for an aScord- 'hcr, -Ith the 9taMard Stestfii,r".n. EROSION RAI EVER SOD a Ohly hA' FaGri c. Hill.be tem,yrtted over rod to Rosh Stake, ht, 5,sd " be emitted by the Engineer rf the existing sloth, ion ,oil conditions to era rr ant. * The eidth of Erosion that shall. always eQ,xal the Sod wrdth, * Sod strap, may be 11aCent either lonRitud, hill, or transversely to the floe jjne of the 3,ton EROSION HAT OVER SEEDING J"'t'i' 0' Ahchal Slots -h-11 be -t linLI rmttr,.Is of 100 heet 05 48 11) on grades up to and including 3 ber,,tt, and 50 felt (15,24 1) on 11SCIS eareelh, 3 Py,meht METHOD OF DEWNSIONING IAMY h, t EXACTLY 25,% nnmlx�l State of Wisconsin Department of Transportation Division of Highways a, be re METAL APRON ENDWALLS P L VOL iE0 A 15 ( nct� I A E a DIf 1!-aIQ"7L (Indies) A FRUX. w n ec0r SP Et F ALU 4. _ (�1"1 , 6. ARh 1 t7 t � la) t t a t "['7 SLOPE 17 AN .C.,tJ 6 _ 6 6 21 12 24 T o ..-0 _ 14 _TV/ t .P 0 8 -.. 8 _2� 31 S _21^i 7 /H ? (E 4 .0 B 9 6 - s E3 A2 21,to 1 9 P, ... 0'/ .0 J /� 6 3 _Z 37`/4 oR "/rta ]r_.__ D z .R 12 6 __^f .. 51 .3 -2�/a PO 14 V 0 .4 7 2'5 o 1 _-P7 _cuta P4 to i L Fc a6 .5 .:s 2 ti 12 24._..-31 / .0 _-.._�E :2 8a 30 85fr 02 M4t0 I3 Po. f C lAx 18 -._.. i Y2 87 — t z � . Mal i 3 PU 6 I K 73 3 1'2 _ AP i 6 210 7 3 r'o. FS t o+ iH 39 I' 87 — Ic�. 2 is 7 3 Pc, T 4 .lilu .: it :R`2 12 b7 —— 15< P/Eta 1 3 Fc. '� .: r :s 45 12 _.._.a _.. _.. 133 :,/"p 13 Pc. - .. /B 37 17 67 -- a96 1Y tc 13 ?c. ... i 0 ._.. 3. _.... N7 __ __ ,.0 A/zto } a Rn. EP D CCO H PL E i 1 t, . Ay.. .0 x EXC7.HT CEINTIR P"EL SEE GENERAL t07ES PLAN 'ADD _. tt > 22 _.._.._.. END VIEW CKER EDGE (SEE (iM SECTMM RM OF CHAR RATES fVAY EE FAST'J.E:D TO APKN t6APR BY HATS, PNE'TS. -' OR ( ETH ARE SPOT RVELDS SFICH WE ROL➢ r. somas '.om" 'O17ETNB.R ...�7BE PLAE JSWA TWINAP'SS - AND EJErAi. P )SH 4LL -LIE FCRNSWED M! L ALLFD FOR 94 ME PLAW REINFORCED CONCRETE APRON ENDWALLS PPE DhfENR dS Inches} CIA 1 04.) ' "-"`-'— A B G D E G APNGX. ROE .2 2 _ a z4 _ rah r7f24 z_ s to 3_ 15 2 S >7 S P3 Y Z/e 3 tot /S t 7}`q- 37Yr 73' R2 Dy, 3-to I 24 ' `'/z %2_ 30 73'1, ay 3 3 to i 7 3l _ OP/z 9�1.... f.i/ a J'/3 T to t.. n °Y2 _ Cr `'I IoY/ 7 � 50 3Yz , To !-. 5 4 G Pi 3 1" -, 7? ^ i to l 7 4/z ._'t 68 5 D3 791/X 8 5 _ 24 12, 26 92 515. 5 to t 4 6% 27 f b 33/.1 xE. 9V/R t p i0 5'/1 7 4a %.. EC 5 30 35 60 39 99 96 5 2 to I 24 .D r2 INS 21 27 48 OR 5P/t Z to t 72 7 Z:-36P 78 21 99 6 2--to-1 tH 7/z 2 73 21 99 1 a nYT P to i 84 8 .6 ,7!`z '9 SL/. 120 '/r I%xro t -0 2'%z 41 B7'(z 24 L.'f.: 132 f'/z i°/z`o t We r, % vis n xx Mk wl 1 END VIEW TOM ANCROU UT E 7 (d (7,1TLE END ^CT N ( _... .'�M �� ICAUF ', 7:3 ON ,Lfi.T E C __C IJf! CLIV "ZT . 'A TOO 4 c-S- is OR .7 Q^ LC 1 t D LiNOTH 'D _5 Ci t��--"_ Or PIIVk R (TO R _6T HADHADGO'? CC 4T Y FMAX 'A F �r R8 CE ui ( `A _•r-•- .. i .Il..irt_ LONGITUDINAL SECTION SIDE_ ELEVATION CONCRETE ENDWALLS METAL ENDWALLS r RCA WACIA' N UVAL ZF ) SIRAF IP STANO00 V A IQ BOND GET AM NUI ALTERNATE FOR TYPE 1CONNECTION END SECTION CONNECTOR STRAP THRAND Y a POP C ; T alLVERT S 7 I'G'N TWX TRE WARTOP IVC- C �TRR A C CO '-:CTVa STAR (RE D TAJh A U R_tr LE •"ITT Cr CULVERT TYPE : OR 2 U (U 24'CC Y PIP,',. HE -A£` D /i FEA. RGD CCraCTCR IUG GU a "ON A ArriGN, ' BUD FUNR t i TO MOVES IU ( A xI 0 a I ,^IrI , CF DLVEIT TYPE U FCR 30. TH-U 95" AR.>.PR I., ASIUED LEt:GTH C 7L'F'L, . HAND COLVi R" (:F12, — REGiLnF11 SWAT - FAR MITI_ . RAPID OR TO B A END JY`TI^'£ TYPE. 3 FOR 42 HRU 91, WRAOiE CYPILED CE l C' ^.L" ^T. ) V ET o+ C .....,-�l., ek��w�✓ .fr Y/, ( 6, "3 P .TS RAFTED G DF AV O L [a t tT C IY \A\1 ( CL..VERT TYPE 5 AI TFPNATF TOM ALL SELF "CA: DTAED RAW `FSOF, 00"Cr' ,ML, i" P I PRID VU BE O D WM NUMPALY CHTTAIED r! OR UAMMORRUTUY FROGMEN RED 1.5E FINTRAW CCNAMWNZ T.S t'3ff > AS FOR 'ELOAl I Y UGATD P L `TONSLE. UNAC11O COAL 42 CR 5. FAd HLIFTiLy (! .D FOUR IM4 TA0 c JCL N71T ✓V SF,T.C, di AT EAP I NlR USE DONA L CCHECTIN DET ,r S L 2 OR 3, CONNECTION DETAILS Amy i nK Al BYwlY AFRO 7 /AO.tTZ f .T At e0 r /.0 FA(i f i5 /��-......I 0 6" C TIELT nz / 1 � 1 N.C.n :ICY V iV. AND ..0 v T P TO < I END :, Y /r C >. '/,," (' LV SIC 1L RR RUA ME Ta WHO Rv"s LE .H C7 RA- � k1 _', W i.._ 5,,..... EDGE OF S _TALL TREET -'nPOLU1 0MOLY A=.,T V 10 - M G Ld YCU ROD LI J - Y2 L.rPRJu SECTION A -A OVATE Or CG Tl IFE', kun 5 .^ ? Nor LOAD C71V MD; Cx t 'G E"AlL CC.'C'Tht TO TP, T. 'D` E„'.,P'r YS C- Ti:, 51MM GD SPEUZATONS ATA TPF AMPLEITY SpFowL FR0/ S 4W C C'a CF rE CIEVOI, r L S VAT NA r. , t1S >"NllGA.VANRV STEEL OR AILUVAM CW.-teRT RN C,1 An UK& TMinNun S7 l SO ( Y NO EJARYAHt.n SAH INAVAILILY HE NSWIED a ✓L RE P HE V F SRr T L Al.UMH RUE ST rL AQBN EASfhj S FOR byROVERS r y AN, LARVIR SH tiff POE EMT YEE:S wo 0Mw -. t pnEr^ Al C 7 .EE ONE ..,t 115 i APRON EP,JN.LL.. FUR Z, DAULIM PTL „L0 LONGER SWALL AAUP: 0 R5 YnS 4w 0j Wnpay TME S WE aOR OF CHAR P..h`LS :N I E BE OWAIR MAN '.EO PEHENT .AT If PA PER YETEP. LAP SF ' SAL BE iINTLY KAD 3Y GALb / d'ETf A SELTE, PG4 S'AR LIMS AND MUV401 / ! 7S A40 UOIS PC' allyqpA .I%$ TOO Tit, 60 THROUN / DINAYL7M ANCI E / lM [ 3 T75. ME t t .• C RUT WAS r9 CENTER OD SONS WALL BE "'t,4 + PTAPCOM WAR C 6VAA EEU WEST OR MEYWY SWEAR AWAY. Tit SH I. BE ATTAC'i G BY C L✓0 Z D TWA AND BONE FOR SELL LM5 MID ALL.%iA NOS AND BOOS FC? MUNTHI U I MEW 53 OR OAF RKS 107H OUR INOAAUS ARE L41 AMIAAMT 70 BAY O P? WHY NMI U 504RUM By A ESITTF SOF&WIF i6 FUnE A VNOM ROMANCE U E ARS EUrN KKN ENJaUB, (j}FOR PIE „US R:P TO t.t MMOA, A TM DRIFT EWE-E Y ME ,LVP ..STEAD Or STEL ONE R ✓___ d. SEE S M .., w& S.D.D. 8 F 1-10a THROUGH H GHWAY -? 'T _. r 10:1 TAP"cR Tb1S CONTROL LINE S ESTABLISHED BY A 101 _ TAPER EXIENDN, FROG THE FARTHEST RADIUS CURB ,ND 36 INCH 1 15 15 I, N �nm TYPE "B" / ' ' 2" M',N. CURB EE!CHT TAPER CURB TO FLOW LINE DETAIL FOR CURB OPENING FOR FLUMES NOT AT ENDS OF CURB AND GUTTER. /---- SITUM.NOUS 76� V4R14BLA SL�..-.CUT C4NDITt--MATCH ORIGINAL —GROUND. VARIABLE SLOPE UCT FL.OWLC:E AS T F`` DIRECTED BY THE ENCP:EER FILL CONDITlGN--� SECTION A -A BITUM NODS_ 6 I-2" 6eN. 11 { a-- -'i' OFiG:NAL ^2'-0 ' 2 -0 ` 2° 0 GROUItD SECTION B-B _ ._ _..__._ _....__..... ___..—._...,__ .......____ ^f_____...,...... _....,_._._. _.._TFROUGH BIGFWAY _____-_ 0 SOW. t"CONCRETE CURB & GU'fl'ER 86", TARTS CURB HEiGHT 0 TO 5 IC' D LEI CTH AT E\OS OF CUB & GUTTER 5' nN5 NP''N SPECIFIED ELSEWHERE IN THE CONTRACT, PROV7e CURB CENNG AND FLUME. IS DETAIL). PROVICE. SOD OR SALVAGED TOR 0.,. & SEED TO A 3°_0." WG'FH .N SAGE OF CURB & GUTTER E_C7rINS. Q IU TXPICAl, BITL'V NOUS TAPER INCREASE � FROM RGHT ANGLE TO BEST FIT FELL% CO`+'DIPCNS CUT CCNfATION Is SPD' N SOD 9 RI GO 65 7O ` 75 70 Do- TO 85. 0 50 6G fO0 50 �60 55 105_UO 45 W = SHOULDER WIDTH OR CM;' \fl \QL\ \ RADII FOR TYPE "C" ARE THE SAME AS FOR TYPE "B" TYPE "C GENERAL NOTES DESIGNS MAY BE USED INTERCHANGEABLY IN COMBNATION OR SEPARATELY FOR ANY ONE COMPLETE INTERSECTION DEPENDING UPON INTERSECTION ANGLE AND SURFACING OF EACH APPROACH ROADWAY, SIDE ROAD SURFACING NOTE WHEN THE SIDE ROAD IS NOT PRESENTLY PAVED, PAVEMENT SHALL BE PLACED TO THE LIMITS SHOWN, WHERE THE CONSTRUCTION LIMITS ARE BEYOND THE PAVING LIMITS, CRUSHED AGGREGATE SURFACING SHALL BE PLACED BETWEEN THE PAVING LIMITS AND CONSTRUCTION LIMITS" r, WHEN THE. SIDE ROAD IS PRESENTLY PAVED. NEW PAVEMEK7 SHALL. BE PLACED TO THE LIMITS OF DESIGN AS SHOWN AND BEYOND, 1F NECESSARY, TO MEET EXISTING PAVEMENT. WHEN THE SIDE ROAD IS THE CONSTRUCTION PROJECT, THE INTERSECTION SURFACENG SHALL BE THE SAME AS FOR THE PROJECT. `m EXISTING SURFACE AT -GRADE SIDE ROD INTERSECTION, TYPES -8- AND 'C' STATE OF +d1 WISCONSIN DEPARTMENT OF TRANSPORTATION d±t3- DATE FHWA HWYS %.R I MR BARRIUDE TYPE I II III Height Mfol", 5' micir, Pail Width -- ---V--M"oo-�Z —to12' Maxine Poll Length 2Rinitsin. 4" Mary, # -WS,y,,fr Width -A 6- at 45' Angle 5 tripe Colors Refl oc taxis ed Orange $ tfTri to *Ncei,al drionsiche when barricade is constructed of luber. of if Shall be 4' far real lengths loss than 3, . I TYPICAL TYPE I BARRICADE I Type "A' warning light. repai"d —\ Edge of roadway WAORM ROAD CLOSED Standard 'POAD CLOSED' Sign to be furnished by the contractor and Placed where shown Edge of roadway Wine Barricade R11-2 4R- . 30" Black Lettering on Reflective White B.ckg,P.,d Left" Series 0" Letter height Bn W20-3 48' z 4V Black battering an Rafferty,. Orange 6apkgyop,d Letter Series "De Letter height 7- Thu contractor Shell hiZorsh, erect and ldxutoia b1r.,hcSde and Sigrif, Entails regarding I'V-1tim, spacing, d1onrichs, fabrication, cateftil, plan lettering, lighting devices and color of barricades ard signs shall Confer' to this d1delaq, the Manual SO Unifor, Traffic Control Devices, the Standard Specifications, Special Provisions and/or plans. Type III Barricades and signs shall be denoted at the tr,njux of Projects and at other road or street lheratiens there it is necessary to centiol or ali,inato to,blyn access to the ccustructlin area. Type I and 11 Barricades shall be used on piri.its when traffic Is to be caynt.ined through the cgaftmction area. The actual field location or barricade installations .and advance signs Shall be as directed by the Ehglldr. Each porriciew shall haiv. the do, hod telephone ru7tel Of a Person responsible for 24 hour o.�.rvchpy service printed in letters at least 0 W inch in height on the barricade rails. Prior to may 1, 1983, such information ray be shown 0, either floor or back fa -We of the nalpi, code rails. After May 1, 1983, all printed infer-atnov, or identifi- cation nzxk1r7$ Shall be Shawn only on too back side of porricado rails, Type I Barricades ray Include other uhotripdd horizontal panels necessary to Provide Stability. On high speed expressways or in other situations ."r. barricades Pay be susceptible to .,prtprh,hq in the wind, sandbags of,pold be used for ballastice. Sandbags ray be placed in, lower Parts of the fram. or stays to Provide the repaired ballast lout shall not be Planed Pan, top of any otriinfor cacl, Unless otherwise provided elsewhere in the contract, warning light, are required in all barricades which will be located near traffic operations rating barrios of incle,cot weather or hours of darkness. Barricades used to shield isolated hccurds shall be yz,yPp.d with Type "A' (ycW intensity - flashing) lights unless Type 'F (high intensity)- Resting) lights are specified elsewhere in the Contract dacv,ants, Barricades used for ch.,neligsticd a, delineation of the travel Path shall be Atoiixed with Type "C' (steady bxp) lights except for the initial rarrycod.(s) in sequence, which shall be emi,pped with Type "A" Or °Bw lights as P'.vlchSly noted. 02 Two warning lights shall be provided On its center barricade and at least one warning light shall be Provided on each of the other bpyrri- codes within the roadway li,its, Spacing of the warning lights shall be anchor, to the .one of roadway as shown, I Variable 5 actn t e "',.m..._.w... .- 1 3' p g ft p Grade (°p f .. r mow-„ tax I8 I Sod PROFILE OF DITCH GRADE a PLAN VIEW SHOWING MASONRY AND SOD "t'° - Ansonry thickness shall be 01-9" for concrete and P-0'° for mortar rubble. Var. -s..-_,__ Var. -6' Pkormal --- Var. crma - 10' Ni ---- Var. soar. 2° Pbrmal I ..�,, . .. "�'3' rbrmaE-"�`3° ttarmaY .�,., I Flip 6° Atin b I „ ickslope-Var Shoulder slope - 6I tJormaiScent ' l 8 1 t,ormat ickslope - Var'. 4;1 ocrmal 9' Normal Var. -30' Normal .__...__..__ n 6 Symmetrical about `~---y A'spa\ < -Var. -20:I tbrna( �ad'P \.S MEDIAN DITCH CROSS SECTION d'"-The minimum depth of the masonry portion of the ditch checks shall be equal to the maximum depth of flow. The normal'° d "v.ill be 11-6' MASONRY AND SOD DITCH CHECKS PROFILE OF DITCH GRADE Var. - 6' d rmal--t+ ------ -_.-...._ Var. - ID' Narmai Var. - 30' fformA M Shoulder Slope - Var 6A Normal Symmetrical about 4------- InI � w MEDIAN DITCH CROSS SECTION h ° - The minimum height of ditch to be sodded shall be equal to the maximum depth of flow plus 6". The normal "h "wilf be 14" • 0 t Details of construction, materials and workmanship not shown on this drawing shall Conform to the pertinent requirements of the Standard Specifications and the applicable Speclal Provisions, Alternate designs for ditch checks, of the material or combination of materials shown hereon, may be used upon written permission of the Engineer. Sod strips for ditch checks may be placed either transversely or longitudinally to the direction of water flow. SOD OR MASONRY AND SOD DITCH CHECKS State of Wisconsin Department of Transportation Division of Highways 4p �fi'r /g -n Y- 917171 17.....— •,4ii"G [n.t1 clS Gn2 Irv'v'rvtte��••• 9/7/ 7! LAM T t, 'ieRSE C I;M4 Prqv10 rl (sSuNr p pt 0CLESED ROAD CQQED READ V20 3 TAI 2 no X ED SRO FT d 'P A0, - 3 L61- [ ROAD RISD CLOSER �R 5�7\1\�\777777�77717 �777777�77 _ EjD ROAD 6 R <COSEO L ARE>AW2 A, �OFA_U CLOSED UNFQ n 62, 1 \A\ DETAIL 2 ROO 0 * -TRAFFIC MAINTAINED. CLOSM (PUBLIC CROSS NO ACCESS TO PROJECT). 1 0,, 0 CJTT ASIA, 1 'N t FM`R TO CLOSUF A W2D 3 DETAIL I (NO ACCESS TO PROJECT) APPROACH VIEW I 11EGE-11) AMC 1TOTED NAA YG SIN TOE Min CASKS r MF "K L TEA VaNAFT I F La- NG NOW %G L ?"I'd FECANED FCR NAT"YE USE) �Y,-__ A' LON is-,'NSITS ZUROM LVI NCR, MqS J: ITP�w -7 /ROAD CQS5WTM >) 1050 SAO MANEW (PUBLIC CROSS -TRAFFIC MAINTAINED. CONTRACTOR, LOCAL BUSINESS AND RESIDENT ACCESS). PLAN VIEW APPROACH VIEW LANE CLOSURE BARRICADES Kyoto-31111M n' TALN C! NAM CyaNA 70 A% AV Ad 4 IMAT&N %A TQA'. ON Tks TA`AV,3 _wN_[ C� IN ld ICE TH VNIA Q M411T CAMUM UV1% TA TO", 91"TAIWO WID CONRAN. AT4 so PART CAM UNWn VIVY K Am AT M is NK 1 p D AT CQCIM Ar T� ENSVW, N" EX�i AM4 NS AW nQu "'IF (1111AII,VID AS I'll 04 Pr,AW, MA STV" 0? MAR sJ! .U. CF,m�,�'Y ',G' TO ONG ?EAF AT 'PKENA� (TO 011 NAsV4W 1 LOTS 'VOL RE 1 MWIA10 M TO aNW NA 1 in WA, AT XAST UJI NA"AS HMT SNAL K PPNAD Q! ON U�Y_ Of R MWNTANS MAN 1H n,QQ( 0, A?QVX LIMA 9QU 0 LWGM TO TO ENE 0 WAYNH V 0 - W ALAN' 001.0 HAPBUS AS ARID N GFUL 3 TWL �W lv'i 11 ATH FOES AGH WOO PRUFAY AUR OW T3,i,in Tl,' 72AFFA', SH, TYF, 'Ct NlKNSTY I NIINIAAII�l UV"S ARE I UE W90 TO 300H YAS 0 NE HK� U�,E 6 I GENERAL NOTES ROADWAY „--- .._._...._ ., _._ ._ ___._.__ _.. __.__ROADWAY---. _ _._ _ .. ___._-._, ., .____{.. .-.._,_. ._ __-.ROADWAY..-_ _ ..,_.__. ._ �_�._ _ ___,.�.., DETAIL OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO j THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND . _ .___ _.__ _ _ _.,.. _ '. . _ _ _.. .......... .. ._ - _SHOULDER--T. ..-. o ..m-. _. ._ SHO4L.G R .T..._` SHOULDER APPLICABLESPECIAL PROVISIONS. WHEN POSSIBLE THE SILT FENCE .r r T e ..7�LOp - .y .-,�_ P� _.-._ -.' - ...--,.. .-. -t -s __ _ - _`- f .DITCH DIKE :. 4 HORSESHOE ND PE, WITH TRESS ENDS SHOULD POINTTING UPSLOPE TO MIN AN ARC OR ENGTH _--- SLO E NSLCPE { y ( ( C�i� � ROSE BRACE MAXIMIZE BOTH ® F " _� _ i O DIRE 2" X 4" THE EN FRAME OR EQUIYdLEN7 AT TOP I �j [Ell QF POSTS sS O!RECTEO BY THE ENGINEER. xSTAPLE OR PLACE W._ [� c E REQUIRED, FOLD FABRIC 3'" OVER THE WIRE AND .. Y� 1 6 �� f. .Lill MINIMUM 94 GAGE WIRE f ( f 'ftE RINGS ON 12' C-C. BACKSLOPC-03 g ^ N OPE FOOT--, / ca { a _ f' f t, 3 C Q EXCAVATE A TRENCH A MINIMUM OF 4` WIDE & 8' DEER TO BURY -. PAST -FLOW 4 _ u. I SH L., ,.�R _.�.._ ...._®. _ �(' . �Vw AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT lSC.OP@ '" -`- TRENCH AND -BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL. J_ v w I - - J , A`��N ..y„ ftfSApp AY-.-� �_ ____.-. ,_.. .._ _St{OOLOER � WIRE SUPPORT FENCE SHALL BE I4 GAGE MINIMUM WOVEN WIRE WITH , TYPICAL SECTION A MAXIMUM MESH SPACING OF 10% SECURE TOP OF GEOTE_XTILE FABRIC WIRE INSIO 0 ,. ._ ` .1�7�LOPE #/ARIAp(EBACKSL E ( ( .. a ROADWAY""._. OOTXTI POLYPROPYLENEA ABRICYSH SHALL E REINWITH A FORCED ITO TOP OF FENCE WITH STAPLES ORNGS N I lU" TRIA ° � t�•�� 7H AN INDUSTRIAL I 7., M d MESH SPACING OF POST- ''f t4 ¢ 0 Md%.POST Sa tCIhG - _ --xt# I GS SUPPORT CORD -OR E®UtVaLENTIS REOUIRED i. u L b3, M1-GROUND ' 3(1 0 STEEL POSTS SHALL BE STUDDED "TEE" OR 'UP TYPE WITH A MINIMUM LINE #20' FOR NORMAL 10' DITCH DETAIL OF DITCH CHECK SITUATION 1 SITUATION 2 WEIGHT OF L26 LBSJL[NEAL FOOT (WITHOUT' ANCHORS, FIN ANCHORS TYPICAL SECTION x #GEOTEXTILE FABRIC SUFFICIENT TO RESIST POST MOVEMENT ARE REQUIRED. WOOD POSTS PLAN VIEW SHALL BE A MINIMUM SIZE OF 4" QIA. OR 7%*" X 3i/;' EXCEPT WOOD POSTS FOR GEOTEXTILE FABRIC REINFORCED WITH NETTING'SHALL BE A MINIMUM SIZE OF I�/a" X I�fe" OAK OR HICKORY, TYPICAL APPLICATIONS PLAN VIEW OF SILT FENCE ALTERNATES A & SILT FENCE AT MEDIAN SURFACE DRAINS - BARE EQUAL AND EITHER MAY BE USED. _FOLD 3" MAX. FOLD FOLD 0 -� TIEBACK BETWEEN FENCE 31° MAX.....-_� 3" MAX;-- WOOD POSTS (D SUPPORT WIRE -� POST AND ANCHOR .. NYLON CORD-- �- LENGTH 4'-6 IT. _ CEOTEXTILE R:IG -" 2 G MI!YDEPTH FARH„ _- SEAM - T IN GROUND .3T C}i GAERr � '-. i WIRE 0a SILT - SUPPORT F'd ERO _-- Mq FLOW FENCE NETTING '-'SUPPORT * k - - .. FENCE °r' � FLOW b / FLAW DU3ECTION-.-.... FLOW �,{ ' WYO•"4r C%l �,„.. `I ANCHOR STAKE' GEOTEXTILE FABRIC REINFORCED WITH (X.K4 MIN. IB LONG SUPPORT NETTING T, °.r . ".., GEOTEXTILE ....�+ BACK FAPRC" ONLY r'T`•D„ JILT FENCE TIE BACK (WHEN REQUIRED BY THE ENGINEER)TO — t I ^�. d BACKF'IL L & CO°PAGT 0. TRENCH WITH _----_r' ✓ EXCAVATED SOIL BACKFILL & COMPACT' /` i ` WOCD CA STEEL POSTS k" AT7 4w{ `F. FABRIC TO a" ~ TRENCH WITH -- -/ r " LENGTH GTH 4 ( WIN„ _ 2 G' A!: N. DEPTH IN THE POSTS NkTH A',RE EXCAVATED SOIL I r'r GEQFE%TILE STAPLES GROUND LE. OR WOODEN LATH ti�U� 'h TABRAND NALS IG GEOTEXTILE FABRIC /'��'� PK,G x/pFLOW QRECTION_ 3 WITH ALTERNATE SUPPORT COMPONENTS RE ALTERNATE "B" SILT FENCE a� Ex-CW T~ ~-"" NOTE.: ADDITIONAL ROST DEPTH OR Tic BACKS EXCESS MAY BE REOU'RED IN UNSTABLE SOILS FABRIC STATE OF WISCONSIN ` ALTERNATE "A" TRENCH DETAIL DEPARTMENT OF TRANSPORTATION APPROVED SILT FENCE "`zA DATE R YCN ENGINEER Rhvr. iNxA S.D.D.8 E 9-2 2" R 1/','VF 7, SATTER�i A CURB FACE 31, R SLOPE ;/3. R Y,OFT, SLOPE2 2 M N, 61, ION. Ql) TYPES A & D TYPES K o& L 2 R L YR SLOPE 4' �ya./FT�%am 02 6" MiN, TYPES G & J A CONCRETE A < -EXISTING CONCRETE PLAN VIEW THICKNESS 0' NEw CrIxPFTE ci SECTION A -A IRS PAVEMENT TIES *NEW CURB & GUTTER, SURFACE DRAINS, CONCRETE PAVEMENT OR OTHER NPW CONCRETE. NO, 6 X 12" DEF. BASS SPACED T-O" C-C, INSTALLED ON Ol SKEW HORIZONTALLY. (CRECIK)N OIF SKEW ALTERNATING AFTER EVERY ON' OR TWO BARS, THE HOLE OCR 7kE BAD SHALL LIE DRILLED TO A DEPTH OF rAND 10 SUCH A DIAMETER AS TO PROVIDE- A TIGHT DRIVEN F:T EXISTING CT4,R"TE -10"R y-/FT SIC-E (D TYPES A & D CONCRETE CURB & GUTTER 36" NO. 4 X 2--0" TIE BARS SPACED AT T-O'C-C BA TH!cKU-'ss OF GUTTER SAKE VENT CONCRETE CURB ------ GUTTER TYPICAL TIE BAR LOCATION ENTRANCE CURB SLOPE VARIABLE I DRIVEWAY ENTRANCE CURB (WHEN ERECTED BY THE ENFNFERi '/,7FT. BATTER. FACE OF CURB (ABOVE, ADJACENT PAVEPZNTB A- 777� IVA, R I" 7, J'\ A A ME NT L NO. 4 X 2'-0" Dr. TIE 86RS SPnFD 31-O"c-C ol TYPES A & D ffllm�� DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SPN6N BN THIS DRAW NG SHALL CON-,CRIA TO TT E FERTIND,7 RECLOEYENIS OF 7H CON RAC SEALANT IS NOT RQUBED N TF, LCN75 OF CC'iC,FF-TE CURB OR CONCRI-Tr Lupl & GUTTER EXCEPT AS DEDUCED FOR NTEGRNL GUTTER. PAVEMENT TPS ARE PICLIGED. VFEN LUHD IN IPE CONTRACTWHERE CONETV CU-,3,,, CONCRIITE CURB AND D GUTTER OR CC SETS PAVEMENT IS PLACED ADJACENT TO EXiST,N. CONCH - ETE. PAVEMENT TIES AND TIE CARS SHALL BE EPDXY COATED IN CONFORMANCE KITH SU3SEC71,N 505,2,4 OF THE SfANDARD SPECIFICATIONS. NTEGIAL CURB & CUTTER SHALL CONFORM TO TI-� DTIOLD SHOWN FOR CQNCRFTE CURB A, :PE GUTTER MCLUDNG THE TRANSVERSE CUTTER SLOPE", BARS ANC A LONMTUCNAL CONSTRUCTION JOINT ART NOT R,CUPED WITH THIS ALTERNATE. PAVEMENT JCT4T& SHALL BE EXTENDED 7FRNUCH IN7EGRAL CAPE P DOTTER, JDNTS 14 INTEGRAL GUTTER SHALL HAVE THE SAME, MNENSNNS AS THE- jONTS IN TI`7 ADJ'cr-NT PAVEVFNOINTS IN IN7ECRAL CURB SHALL RE /A'W�DEI I NTS' CURR WIIH TI'-- SAVE, - IN INTEGRAL CLPB 1, GUTTER SHALL HIS SEALED TO THE FACE O� SEALANT SPECIFIED FOR FPS PAVEMENT jriNT. THE COST OF FURNOWNG AN9. TALUNI-1 THIS SEALANT SHALL SE 6'' DENTAL TO THE [7r" CCNCRFTE CURq & CUT-1ER. I UNLESS O7hfRWKE SHONN ON THE TYP2AL CROSS S,-CMNS, THE CAST CCIUCS"; 'HIT T UNCLAFSIM EXCAVATION LIMITS APF T'ND FEET BEWND THE BACK OFCURES. TTIE BARS ARE REOU'RED FOR CURB AND CUTTER TYPES A,G ADD K. OTEE BOTTOM OF CURB AND GUTTER MAY E-' CGNSTIOUCTED EITHER -VEL CRPIIALUEL TO T�- SLOPE OF 7H7 SUBUR40E OR BASE COURSE PROVCHO A 6"YINTUJM GUTTER rh!TKNESS 15 YMNTAKF[L CD Np, N LS-W-FL E,"N 4 REVERSE SLOPE GUTTER IS RFOURLD, TPI, LOCATIONS All- SHCB BE THE FLAN, 2" R It TYPES A (D CONCRETE CURB & GUTTER 18" 4" F Im,4 X 2'-G'DF. IP BARS SPACED 3' D"C-C ol TYPES G & J LONCHL",'NAL JONT IE NOT RECORDS I SAME PAY 0)TS ---I AS CURB 9a GUTTER PAVP)-,NT SLOPE ELOPE .... I, TH"KNESS " P PE AS AD CilLl? N7 �2// REVERSE SLOPE GUTTER OYOCAL FCR ALL CL,,B & CUTTER 7YPESY CONCRETE CURB,CONCRETE CURB & GUTTER AND PAVEMENT TIES STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION APPROVED 0-23-F6 VHwa S.D.D. 8 D 1-11