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Home My WebLink About1999 8947-07-71 .pdfBNDEX OF SHEETS SHEET NO, I TITLE SHEET NO - STANDARD ABBREMAT104S AND DETAILS SHEET NO, - ESTIMATES OF QUANTITIES SHEET NO, 2 MISCELLANEOUS QUANTITIES, TYPICAL SECTION 3 SUPERELEVATION PROFILES SHEET NO. 4-10 PLAN AND PROFILE SHEET NC, - STANDARD DETAIL DRAWINGS SHEET NO, - SIGN PLATES SHEET NO, - STRUCTURE PLANS SHEET NO, - COMPUTER EARTHWORKS DATA SHEET NO. 19-32 CROSS SECTIONS TOTAL SHEETS = 32 DESIGN DESIGNATION A.D.T. 1998 = 560 A.D.T. 2018 = 640 D.H,V. 2016 = 130 = 50/50 X% OF' AD.T) 7Z V, = 55 MPH ESAL, STATE OF WISCONSIN DEPARTENTOF TRANSPORTATION PLAN OF PROPOSED IMPROVEMENT HOULTON — CTH W ROAD BEGIN PROJECT STA. 13+13 Y = 449,260± X = 1,323,660 CDNVENTIDNAL SIGNS COUNTY LINE COMBUSTIBLE FLUIDS LRDS i (UNDER PRESSURE) CORPORATE Limas UNDER GROUND UTILITIES Ron Court Patricia s Van Dyk swim DIRK Peter Fink PROPERTY LINE GAS —*— $0 ELECTRIC — a -- LOT LINE TELEPHONE —T— LIMITED HIGHWAY EASEMENT SERVICE PEDESTAL CABLE MARKER EXISTING RIGHT OF WAY POWER POLE NEW RIGHT OF WAY TELEPHONE REFERENCE LINE SLOPE INTERCEPT RAILROADS ORIGINAL GROUND PROFILE MARSH EXISTING ROADWAY OR PRIVATE ENT, WOODED AREA CULVERT IN PLACE RIGHT-OF-WAY MARKERS CULVERT REQUIRED OVER HEAD LINES CUL CULVERT REQUIRED PROFILE 0 ED FENCE LINE ---- --- ------ om MrM� E=pmm m 1 00th ST ® STH 65 CTH E ST. CROIX COUNTY A Fred & Ruth Ball So 240 k Row xmicszm 712 Id 70_ CL. 73 Louis RP a 21918 Rolf 140 DO Id Herman & Bonnie N Keller 395.37 1 Thomas Maloney 287,4 LAY OUT GRAPHIC SCALE 0 2000 4000 11!�� ( IN FEET ) ---Nmwcmpjw-- TOTAL NET LENGTH OF CENTERLINE -- 17835 ML 13 T-30-N Gerald & muc, 27 T-29-N PROJECT DESCRIPTION I COUNTY ROAD "E" FROM 100th TO 65 CONSTRUCTION PROJECT NUMBER YEAR OF CONSTRUCTION END PROJECT STk 212+90 COOPPINATES ON THIS PLAN ARE REFERENCED 70 `AISCONSIN COORDINATES SYSTEM, CENTRAL ZONE SCALED FROM UIS,G,S. TOPOGRAPHIC MAPS ST. CR= COUNTY DATE III TOTAL TOTAL 0' E T5 MC�R '�"' T5 1 32 70 ET 1999 1999 (HIGHWAY CHAIRMAN) DATE DRIGINAL PLANS PREPARED BY ST. CROIX COUNTY HIGHWAY DEPT. ST. CROIX COUNTY HIGHWAY DEPARTMENT esv'so, DATE, PREPARIFID BY S DURKEE P.E. 4 GRAFTED qy 4 -IC�QUNTY�HWY 0-�ED BY DANIEL J. FFDD6�RLY IF6RLS ---L— F07AWSSIDNER Wy 6 M= M SSI 4ER ppc� 'Ev i 7,68' TOPSOIL,CRUSHED AGO. BASE COARSE SHOULDERS SEEO FERT. 4' 002 T 47 4. Pf, A S' CRUSHED A G. BASE COARSE �IVDENING) ASP14ALTTC CONC. PAVT. TYPE MV DO NOT DISTURB EXISTING SHOULDER POINT 12' DEPTH GRANULAR SUBBASE PULVERIZED AND RELAYED EXISTING BASE ADD SURFACE FILL MATERIAL AS NEEDED IN FILL AREAS EXISTING GRANULAR SUBBASE DISTANCE FROM PT. A TO PT. 8 - 15,68- TYPICAL FINISHED SECTION CTH "E" (STA. 49+00 TO 784-00) i 12" ----------- CRUSHED AGG. 4 Ff BASE COARSE SHOULDERS � . 7G8' SALVAGED TOPSOIL & SEED & PFI ASPHALTIC CLING, PAVL TYPE MV --J EXISTING REFERRED TO ON PROFkEL___\_\ EXISTING GRANULAR SUBBASE -TYPICAL FINISHED SECTION CTH "E" (STA, 13+13 TO 46+00) (STA. 91+00 TO 212+90) FERTILIZE & SEED v a. rUw STA. 10+70 To 120+60 MATERIAL YARDAGE SUMMARY 12,360 C,Y, SIFIED UNCLAS(FILL MATERIALp 19,300 C.Y. GRANULAR —T) 8.700 C.Y. CRUSHED AGO. BASE COURSE N.A. TON ASPHALTIC BIT. PAVEMENT CULVERT SCHEDULE LOCATION LENGTH/SIZE �/GUZEF WALLS END WALLS + 57 CL. 70'X24' 2 REO'D 51+47 CL 60'X30' 2 REQ'D 641,49 CL 5OX24' 2 REOG 69+88 CL, 6'X24' N. END I REO'D 87+60 U, 4'X24' N. END 2 RELIC 126+90 CL 72' N. END I RED'D 141+85 CL. 36' TWIN 4 REO'D +60 CL 42- ARCH (49-X33-) 2 REDD 150+68 CL 6*X30' N. END 2 REO'D 195+80 CL 44'X30- 2 RUCD 196+30 CL, LOAD SPREAD SAND 24.7 FT. PER i2YD,. LOAD R SIDE AGG. BASE 55.3 FT. PER 12YD, LOAD PER SIDE FILL MATERIAL AS NEEDED IN FILL AREAS 8' CRUSHED AGO BASE COARSE (WIDENNG) 12' DEPTH GRANULAR SUBBASE PULVERIZER AND RELAYED EXISTING BASE AND SURFACE 0 NOTE: EROSION CONTROL J. IZ MID 24 MAX. 21' 0,02'/FT. 6' CRUSHED 7AGG. BASE ,r,r ON NOTE: 2' ASPHALTIC CONCRETE PAVEMENT, TYPE MV _2772" EXISTING PAVED DRIVEWAYS ONLY. USE 6" TOTAL DEPTH CRUSHED AGGREGATE ON EXISTING CRUSHED AGGREGATE DRIVES, TYPICAL SECTION FOR PRIVATE 777777777777 71 777N= m SEED & FERTILIZER TOPS0% A MULCH EROSION CONTROL MEASURES AND STRUCTURES REFERENCED IN THE PLAN AND PROFILE SHEETS REFER TO THE WISCONSIN COUNTY HIGHWAY ASSOCIATION'S "STANDARDIZED EROSION CONTROL REFERENCE PLAN" ON FILE WITH THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES. COUNTY L 70 DEC 12 OF 32 1 TYPICAL SECTIONS AND MISCELLANEOUS QUANTITIES UBLMEa DIGGERS HOTLJNE TELE. 1-800-242-8511 NORTHERN STATES POWER Co. 1201 LWINGSTONE ROAD HUDSON, WIGC. 54016 TEL, (715)-386-4819 ATT. MCKI M. BREAULT ST, CROIX ELECTRIC Co-op 1925 RIDGEWAY ST, HAMMOND, WSC, 54095 TEL (715)-796-7000 AFT. LARRY GILBERTSON FRONTIER COMMUNICATION -FIBER OPnC 154 E. 2nd ST NEW RICHMOND, WISC. 54017 TEL 1-800--521-0579 ATIN, TERRY GORR MIDWEST NATURAL GAS DO, BOX 27 SOMERSET, AISC 54025 TEL, (715)-247-5279 ATT. JASON CROTTY ST. CROIX COUNTY HWY, DEPARTMENT P.O. Box 108 1150 DAMS ST HAMMONR% WS. 54015 TEL. (715)-796-2227 ATTN. DANIEL J FEDDERLY,PE,RLS, HWY. COMMIGOONER N211L 1.) UNCLASSIFIED FILL MATERIAL REPRESENTS TRUCK MEASURE ASSUMING A 307 FLUFF FACTOR. 2.) CRUSHED AGGREGATE BASE COARSE MATERIAL QUANTlY SHOWN ABOVE DOES NOT INCLUDE SHOULDERING MATERIAL, AS THAT PORTION OF THE WORK WILL BE PERFORMED UNDER A SEPERATE A.U,P PROJECT. 3.) ASPHALTIC BITUMINOUS HAVING TO BE PERFORMED UNDER A SEPERATE A.U.R. PROJECT RIPRAP DETAIL NOT TO SCALE EDIUM RIPRAP I" TO 24' DIAMETER ROCK) LOPE +on* +n.0z C/L ' -un2 EPT -0�04 - w a: +u06 ~~-^^ — +oo* +oo2 41 ^o02 MGHT-~-~-~-^~~~---~--^~ -M4 -oos m m d w u +0�Uz C/L LEFT -n,n2 -0.04 ---^~----~ ~~ -`-~ -oo6 m +Ou6 +nzw +»,02 C/L RIGHT -OM _n� o m * * m u DESIGN C/L OFFSET FROM EXISTING BASELINE 4548315 LT OX0, PC LT 215' 10 LT, OA6' rb+ 6� f.;�� -� �L& /lj NOTE,, STA, 13+13 BEGIN CONSTRUC`DON SAW CUT AND MATCH EMMNG PAVEMENT SFr —SW SEC. 31 75'RW GERRIT AND PATRICIA IYAN DYK 1004 130TH AVE NEW RV4MOND. W& 54017 m max M.1000tyx COUN7Y PROJECT NUMBER SHEET NO. 4 OF 32 99-E-2 !t±ff PLAN AND PROFILE MINE --77-- pxp x X x ■ SOIRW O'RW EXSIING CENTIDRUNF SLOPE IMUMEPT—/ X CAME UNLIMITED HUNTING CLUB 871 Crf RD E HUDSON, WM 5016 SCALE 0 50, lool 150, 500 495 490 485 --6ukwu -_-Kaw K 7' 480 n 8 0 9 2 d 475 cli d 170 465 ---j- 460 NE-NIF SEC 6 NOTE: UTILMES NOT SHOWN ON PLANS FIELD LOCATE PRIOR TO CONSTRUCTION I N� it, RIM 11 a- !!z 500 490 485 480 475 470 465 0 m m o 6 d 6 to r- ci 0 0 7� 7 0 0 455 UP, ------ 15 0 n 50— COUNTY PROJECT NUMBER ISHEET NO. SIF—SE SE —STY. SEC. 31 99-E-2 5 OF 32 SEC. 31 GERRIT AND PATRICIA PLAN AND PRORLE VAN DYE GERRIT AND PATRICIA VAN DYK 1 1004 13M AVE STA m+09 LT STA � LT NH NEW MONKS W17 NEW RICHMOND, WM 6DaSTlNG jAGG, FC7UP D"mm NO CUP 45'RW WRW M M REOUIRED SLOPE INTERCEPT SF —SF SEC. 31 MP/fl�77 •• 7--=71�o% T T T sg --tt= mzn FT 9— I �E Elp-/p DNR—STAT P1 A - 33+WM STP EMSTING CENTERUNE P 7 OPT,/p 42 RW N - 9977.45 GAME UNLIMITED 'ED 28+64 LT OF WISCONSIN '0' S' WEBSTER ST I - 0'W14% C + C '6+ STA 57 L L a g M' CA a ME WX F] Lt ALL L MSjC SLOPE NTERCEPT NE —NE HUNTING CLUB ISTA EMSTING ACG� MADISON, Wl 53707 X 2'r P WITH H END S W SEC. 6 ENTRANCE, NO CMP NW —NE 871 Cr( RD E REQUIRED SEC. 6 HUDSON, WS, 54016 SCALE NOTE; UTILITIES NOT SHOWN NE—N ON PLANS SEC. 6W PIELD LOCATE PRIOR TO 50, 100, 150, CONSTRUCTION 520 520 520 E 515 -'EU—RVE - 515 �EEN—= 00. 00 K 120Z5 510 510 PR C POSED C -NTERUNI 505 w3X 500 �-�ST NG CENTEILINE 500 495 d Fn 0, 495 490 CURVE 4EN = 6400 490 K 3720.25 485 480 4"0 0 U) 0 m w 0 cc n 1) 6 �4 Vi 1? 6 6 0 E> S 5 C4 c� t1i n 4� P6 N N m 0 0 0 A 0 0 0 0 0 0 0 0 00 0 0 00 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 c 0 00 0 0 00 0 0 0 0 0 0 Lq 0 475 I I T I, I, joluli J"uu 120+Uv" �+VU 4U-lUU 4r+UU 4Z+00 SO.Aw T 42'RW NE -NE' SEC. 6 DNR-STATE OF WISCONSIN SCALE 101 S. WEBSTER ST MADISON, WI 53707 0 so, too, 150' 515 510 505 500 495 490 485 450 475 470 SE -SE SEC. 31 GERRIT AND PATRICIA VAN DYK 9ROLAILZ NEW RICHMOND, WIS. W17 ASTA - �17+21A5 STA 55+09 LT AT 100th ST. k T*4,5w CUT AND MATCH EXISTING Da ZAV46' PAVEMENT, PAVEME, NO CMP REQUIRED T R L ZM58 &C - An 55" STA 51+47 Vl- REMOVE EXISTIN CMP INSTALL 60' X 30* CUP 551RW SLOPE INTERCEPT SLDE, RCZPT P/P BEAM DOSTING CENTERI INE PROPOSED CENTERLINE ,30 PROPOSED EDGE OF WATER 3' N0*RTM OF 03SA3- FROM STA 48+52.92 PT TO STA 78+00.21 K NOTF-, UnUTIES NOT SHOWN ON PLANS THREE LAKES FIELD LOCATE PRIOR TO CONSTRUCTION I a PR04ECT NUMBER ISHEET N 99-E-2 16 OF 32 PLAN AND PRORILE Sir-sw SEC, 32 DAVID, DONNA AND ROGER PAY 55'RW 4- 1006 COY RD E fwRICHMOND, M 540 17 - ---------- DNR—STATE OF WISCONSIN 101 S. WEBSTER ST NW—NTY MADISON, W 53707 SEC, 5 61 im I, — , 0 m W) 0 N N m -N I MIA) I KIIN I E m c� cq y Iq 1� 0 0 0 0 6 N � 4 -i 6 6 —0 0 al m m m 0 m m m om m m m m m m 0, m m 0' no I nn 14-1 � E C *zI 515 510 505 500 495 490 I n 44,00 4,,nn 4R00 47-00 46+00 49+00 50+00 ____ 514� 524-00 53+00 54+00 55400 56 - ----------- COUNTY PROJECT NUMBER --- ISHEET NO. SW-sjF 99-E-2 7 OF 32 SFC, 32 DAVID, DONNA AND PLAN AND PROFILE ROGER RAY LSlA64+T9 F 6 + REMOVE EXISPN CUP SLOPE INTERCEPT 55'RW SE —SW DAVID, DONNA AND L 1006 CTY RD E INSTAVL 50' X 21r CWP WITH L 5 NEW MCKMOND, WI W17 WITH END SECTIONS SEC. 32 ROGER PAY ISTA 59+10 R'T AT 103rd 5TJ .a 55'RW[SAW CUT AND MATCH EXISTING —x NEW MOND, WI 54017 P/P A D E- PROPOSED CENTERUNE SLOPE It Ncrml L THREE LAKES E)=NG CENTERXJNE 3' NORTH OF C NG CA FROM STA 48+52,92 PT 40'" TO STA 78+0021 PC PI STA 85+eZ93 ---- 4Q'RW EDGE OF WATER STA 69+88 C L To - 2IW41' 61 x 2 , CUP DAVID, DONNA AND EDGE END BE NS, TO SE S;V k 41 + T - 258.15 Sw-SIf R - 13M 48 OF PIPE THREE LAKES ROGER RAY L EC, 32 c DAVID, DONNA AND tE SEC 32 1006 CTY RD E : M77 DNR-STATE NEW RICHMOND, Wl 54017 s ROGER RAF' THREE LAKES 1006 CTY RD E SCALE OF WISCONSIN NOTE. UTILITIES NOT SHOWN NEW RICHMOND, WI $4017 101 S. WEBSTER ST NW —NW ON PLANS Sal too, 150, MADISON, M 53707 SEC. 5 FIELD LOCATE PRIOR TO CONSTRUCTION 510 510 CURVE LEN = O.DO 505 505 Ll R 500 500 495 d 49 .5 E)WnNG DENT HE 490 "ZIL 490 485 485 PR POSED 4 5W5iUN- 480 460 475 475 470 C-0im 730 470 co 0 0 cq M 'n AD 0 0 c� n to c5 c.5i 6 0 L R, 6-1 ---;ILI' I i�l I c 5" DO 60400 61 + a 0 --T —2+ j-0-- 3Too 64—+6o 6740(—) COUNTY PROJECT NUMBER SHEET NO Cf=&M.Q 99-E-2 8 OF 32 SE-SIF Z S-T'2;;2r+ 05.79 SEC. 32 Do® o-x3r PLAN AND PROFILE T - 704.82 CERRIT AND PATRICIA R - 80 M VAN DYK L - 140&5 70 C - 1405,23 SW -SE 807W IOM CTY RD E SFC. 32 NEW RICHMOND, V4 54017 UNITED STATES 501RW OF A MERIVICA STA 79+65 81+4s LACE RIPRAP AT 21 ............ SLOPE INTERCEPT EDGE OF --=77 5 7w It* E OF WATER SE -SW SEC, 32 CERRIT AND PATRICIA VAN DYK 1034 CTf RD E NEW RICHMOND, W 54017 THREE LAKES O-P/p / E)=NG CVfnVVUNE --/ NOTE UnUnES NOT SHOWN ON PLANS FlElO LQOAIE PRIOR TO CONSTRUCTION —EDGE OF WATER THREE LAKES NE —NW SEC, 5 DNR—STATE OF WISCONSIN 101 S. WEBSTER ST MADISON. VA 53707 NW --NE SEC, 5 DXR-STATE OF WISCONSIN it 3. i .'mmjjjjjjA l f 510 510 505 505 500 500 PROPO c LINE— 495 495 nazz 490 490 EX SnNG CD rERLINE 485 En d 485 480 480 CUR VF LEN 250.00 475 1I 475 E0 N N Cot I, I C1*0 I lv-11�7 I -- — — — 79, Fn 57 7PZn�� 761��Tj ---L Rn+nn R1100 83+00 R4 104 ;54-00 SE -SE SEC 32 M STA - 65+C&73 Say --SE UNITED STATES k - 9'aY27' SEC. 32 OF AMERICA Do o—x3er T 704,82 UNITED STATES R am5o OF AMERICA L 140&70 C 1405M A-ii+��5 LT ®CASTING A= ENTRANCE. 140 CMP REOUtRED SLOPE INTERCEPT SP A �87+t6,0 C LC i 4 4� X X 2 2��4 L EM 50'RW 4 MI; X2 CMP END TO NORM EM� WITH END SECTIONS v------- G G V EXISTING CEN7TERLINE SLOPE INTERCEPT 5VFW 33'RW THREE LAKES EDGE OF WATER NW -NE SEC 5 DIVR-STATE OF WISCONEIN 101 S, WEBSTER ST NOTE: UTIUTIES NOT SHOWN SCALE MADISON, WI W707 ON PLANS FIELD LOCATE PRIOR TO CONSTRUCTION 0 50' 100, 150' 99-E-2 19 OF 32 PLAN AND PROFILE 50*RW (;UNVL LLN - ZUVA V 525 K- 242.42 525 520 P OPOSED CENTERLIE 520 5t5 515 CLI VE LEN 500 0 K lt5,tl 510 EXISTI 10 CENTER JNE t; d 505 505 p CUM LEN - 2OaOO K 17191 50J 500 495 495 ci -- ---T T-- oposm ML 490 CM VE LEN 1= 200.0 490 485 haRir 485 JO —ON - ToE'4' cde, co 0 0 0 N C C 0 ON R:1 C�l C�l 1 0 m ;t Ecl 0 co 0 N C'� �j c'-f Ki 's 0 6 o to m 6 c6l m 4 n n 0� 0 C,4 c4 CO I, C5 91 m m m m m m 0 0 0 0 0 In 0 Q44nn all'.00 96�00 q7400 Ton Z-77 an"n(l cj ;7nn 98+00 99+00 COUNTY PROJECT NUHBER (SHEET NO SE -SF 99—E-2 32 SEC. 32 SE -SE UNITED STATES WALTER E. src� 3,0 PLAN AND PROFILE OF AMERICA BRAUN UNITED STATES — 1090 CTY Rik OF AMERICA NEW MCHMOND, M 54017 1 Sir--sw 50'RN I S &A A ST SEC 33 42'RW CSW VOIJAC 1, PAM 234 p; SA�W68�0T�ANLDT�Miil-H 101h EXISnMG SOIRW M N� 0 CMP W No JAMES R. AND 1cm SLOPE 190MM 60'RW LYNDA CARVER A SO"RN I 108 CTY FZD E ate—`--.-- NEW IRICHMOND, Vn 54017 3. —Ogg-TrT X r 38'RW SLOPE lKTERRCEPT x X x 50RW 0—pp ' E>MTM CENTEPUNE M STA - 109+0Q.74 33*RW NE -NE SEC. 5 UNITED STATES OF AMERICA m;x n C ®MUM CLARENCE P. sw-sjf N - OM04 MARTIN SEC. 4 1 ® W4736% 1189 110TH ST NEW RICHMOND, VA 54017 540 540 CU YE N LE = 200. 0 K 17191 535 535 530 530 WRW I - 2MCO 525 EXISTING CENTERLD E K 119.75 525 520 520 515 PROPOS CENTf RUNE--/ 515 510 510 CU YE LEN 40OX 0 505 K - IM42 505 500 500 �10 -m on mo =000--o :100*4 Lil co 1 01 0 0 c� m co m co w P, L I t lt'2 P NJ n n o u F4 C14 CV h 0 0 107+00 084-00 109�00 I 10 o-0- ill 112 c 00 113+00-- 70 00" 60 00 5000 4000 3000 20100 1000 T_ 1000 2000 30100 40 00 50 00 60 M 7000 70110 150 111) 5000 40110 3000 2000 1000 1000 2000 3000 40 6-0-50 0_0 --60 Fo 1 57(.70 171 WXL 57 37 S7A nn ( 171 T K179 nn (�l 8T Go — — 60 j k ob 60 —2-1.10,573. 36 27A 4�7212 271 57 2.00 IMOOL = 181+00 12 FIL. 77r+ AREA 7.07 (SF) HU CUI AREA - AREA = VF = ikg I 1,62 78 (C( 9 SF CU1 AREA 17.5�:SF ) 3( VC 1282 VF = 87.77 (CY)5 = �5;9 (CY) Ic = 1 ZI i6b (CY I PT i%7.K nn I imin n1n I I I ��d �q _rqn nn 57152 d 169 169 179 I zz r7r nn 179 ob 00 00 = 17+00 Qv 29. 568.45 27.72 5 8.97 FIL. AREA 7,45 (3F) 16 � +O K7nnn GU 1 AREA 2Z83 :SF) CU - 16.64 AREA — 1311.04 ImAn nn I C C fm M, 5BODD58 .9_5 5M.00 (167 mmo; mn jL@t nn rl q7 77 "K nn 1 2P,36,57,.29 177 00 -32,54,W4.90 -28. 2,563.3 28.30,! 51 35 = 17 +00 KRA nn I = 16 7+00 PUDJOCL FIJ AREA - M98 SF) riLL CUI AKLA = AREA : ZV.U17 12127 SF — — L;U I AKt.A = IF = 11: ZV:):> 65' C Y, btj tF 155.76 (CY Ll 11C = 13 �50 �Cy� C V8�.71 (CY) kmA m cqnm 52_� F,3 56122 ri 6_5_� rim mn TIPAM665 175 r 175 OQ 00 00 17 5+00 00 F1LL AREA =r 10.43 SF kKK nn -2 31,557. 29A5457.20 nn K7n m CUI AREA = 14.69 AO (rV' - FJU AREA 5+ea— A 21.14 SF f IC = 101.58 (c7— I CU1 AREA = 10.34 S ,r,Kn W - 205.22,(E�� km --------- Ve - 6�.25 — ------- rmnni 57179 55(.60 rl 63'� NVA An 1 1 Krm; nnl(1§3 (�17�38 K78; nn 173 00 @ 27 54,57k 0 28.15,574,10 28.78,! -127 51,553.13 �52-70 X�Rn nn 1634-00 XLM nn 173+00 11 RLL ARE = 33.73 j SF) -57D-M FIU AREA - 16.16 I-L CU AREA ; � 647 F) cui AREA - 12.74 SFJ /F 124,91 �C VF = 8E,03 (C r ILK nn I I i M&K nm KAv; nn I = 11:1.20 CY o11 l A, n, J11 1,'1 11 In 11 1 'n ""n, 2,A, In Jl JM1 11l 711l ' nlnn An Cn "I All l`Ilmn Inmn lnnr, i � to Inine, T(l rnnAA rnn I n1rn7rn7npn 7111117 601111 50011 40011 30100 2000 1000 T - 1000 2000 3000 4000 5000 60 OD 7000 7000 6000 5000 4000 3000 2000 1000 1000 2000 3000 4000 5000 60 00 7000 54199 Tl-� -WAQ on 151 60 0 55, 40 29.52,537.84 m 161 -%50-OCL 27 :79� 161 Ft U CU AREA - AREA 37.79 9.48 SF),j F) 1,r= DO 161+DO 5M po 00 IF 19 63 (CY FIL, AREA�SF) -54540- AREA = 49.98 _GUI W —=51 77 -5-TC7Y -54&M (C = 227A8 (CY) 149 --r72%76,537.� 54(.84 I 149 Alrn m Inn 1 7— 77�1 54 45 4�_ -- 2 76,537, i2 2 27.05,52 7.52 159 k, m ---- om nn 54500 77N nn 159 RU A AREA R = 1611 1 SF) DO ?6.46.54 5,32 .kr �116i) CU AREA A R = 9J7 (3F) +00 IF = 154.66 (CY L n AREA 13.97 SF� cul AREA 11.36 1 SF -54asn vc 8-1,69 (CY, 5Y.70 147 n n 147 \1100� 3L77� 57R147+00 34.80 00 '�7 I nU AREA - 2 5.6 SF �l 54$97 I ("I ra-K nn 157 ------ F I --'i4 .23 (CY 00 @ IC 7f.40 C (CY,' T� 27 57,542,17 27.13,5 2.62 FAA nA FILL AREA 19.53 SF) CU AREA I1.24 I SF VF= 114,45 (CY 53 A6 145 2A.02;53&, KtK nn 60 -27.37.534.8 5 f do _545DOL = 1415+00 FIU AREA 12-48 SF M,542,65 .xL?A nn — ------ G6q r7A nn KAn nn 155 IF = 10 %17 (CY 155+00 Z7-AM;7- 91r— 07.00 54000 ,C = 12 i.46 (CY 1 FILA AREA 11.37 SF All-% m CUI AREA - 18.52 SF� MUM M 118.86 (M 53195 143 Wdm.00L 00 09 54, 13 .k'TA nn -2& 8,53ZZ i 28,87, -- 32.02 kl%A m IT3 KAn OD L 153 11 FIU AREA - 16.45 SF � -M 2,539Z �6�06.540.14 00 CUI AREA -r%25.0(L =103.85 (CY) M&M W-g 00- / `, FIU AREA - 14,76 SF I GU I AREA = 13.57 SF � IF= 19 VC 81I.Z_= k 62 (CY - 1 -1 - ..- -11 -11- - T,,i �� 7111111 111110 501111 4111110 30100 20 OD 1000 1 10 00 2010" 3000 4600 501111 101111 70100 70011 611110 50011 40 110 3000 2000 1000 - T 111100 2000 30011 4000 5000 6000 7000 5a: -Z-� 141 swoo Go 5 41 5A 0419 )o 0 -30.80 528.78 - ? /-, � = 141+DO Kim; m CUI AREA 25,31 SF F = I D05 (Cyl Si .66Mot, nn A" m VC = 13 r.50 (C13tY) Win nn I n n n mn nn 139 00 -29.6 i,510,49 111+00 FIU AREA i 24M SF� 53C.75 1 CUI AREA MOB SF rrA nn r, 3-9 OM nn 1 MOM 139 7" �F= 18 i.35 (CY 00 I T 00 VG= 81' .94 (CY, 7 1 nn �3.527A � tt 6�03,52 77 nu AREA .1 1416 7� CU AREA 11.82 1 SF I Minnn f 1 50182 monvil �; 28 _(CY 1 r129-�JwAnn 1 2 �.17.5D6.79 WAR nn 129 otm nn 00 33 Q504.29 00 52310 =rl— —�— Im nn= 121+00 (147 137 ---fft cu AREA li:99 51 351 3507 (CY� -29.41.524M T�EA C = 8, 81,07 (CYl -Ron An Ril 137+00 APFA— 9rn7'qFl 5=nn c I AREA - 10.31 1 SF) IF - 14' 67 (CY, 'IC - 11 .93 (CY 50� 73 12�7 1 cAl; nn _KnK nn 127 -KOK m 1 52 KoK nn 1 1066) �1351 135 ;06 nn -- Kin nn 32, V,500,6 -50mm Op -29.0 6,520.3E t-m— -38. �1,498.6 �, -49&00- 127+00 oti r nm_ --),z nu. Nil AF;;All+104080 APPA in iR SF� .,zp 31 'CTR& = i, F -7 VF - 8.1.02 ((C = 37� L75 (C /C - 140,62 Cl C 62 ( .34 (C I --- 50135 -- --- -- - - 7 125 ;� L�, 5M 00 1215 MaM C "I 00 ( 00 nn I _1 -29,11 �.502.33 — 400— 27,57,5112.86 �133 Ki K rin M81,51 8 1 �133 n ----42 28.37 'SF) 00 00 CREA U AREA 7.25 QSF) 17 22 Y Jt+oo AOK nn Kin nn I I FnL. AREA 7X1 (3F) Kinnn GU ' AREA 7. 9 SF �F = 1 -1.25 �cy i A*n nn tc = 10 *23 CYI 7 7, 7000 60 OG 5000 4000 30100 2000 1000 1000 2000 3000 4000 5000 6000 7000 70 00 6000 50 00 40 00 30 00 n 00 l000 50 89 1000 2000 300 0 40 00 5000 6000 7000 11 123 -"7) — ---- --- 1@2 3 511 67 00 -29.5 %503�76 27.2U( 7-�-- C52 _W&M DO 113 mn nn 113 = 12 5+00 Ob 00 ---Fftt -AREA- 3f� -90D-M CU I AREA a 12,73 SF) -28.', 0,507.80 27A5,508,31 1C = 191A6 (CY m - 113+00 -505m = 10 5,48 (Cf) FIU AREA 4 15.81 SF) CU' AREA = M06 SF) 7= 30 .58 41 (Q. .11nm 51 .30 51q,og 121 1 — 121 do 4.06,5C 4.64 31,2: 75-0-61P- — DO --�Imn rlii nn 1 +00 I F1 AREA 32.94 (SF ) Ob 60 j CW AREA 15 75 -SF) -3E 98,508,46 5.71,50&88 T= 16 1, 22 CY = 11 +Do OVIA nn Ic = 11 1141 CU AREA 9.03 F) /F= 14, .57 (CY I VC 5c 36 (CY mm nn -5MOD- 51-59 -51&M — 119 @ MOM_ 119 00 -27.36,509.()) 5*711,50 �70 510W i 00 ski % nn rl I O' = 11400 do 7S ---ftd AREA -it.,"- 505.M — CU AREA 1514 SF -29.3 3,512.93 VF = 4E 17 (CI( —51000 It 7TM— 31,4 7.512,22 Kin An C = 10.12 (CY FILI AREA = 14.34 SF CU I AREA = 20.87 S VF = 3 vu -jc.-W-7VT� 20 (qY) ---51500 — 51, � 6 -TT 44 W.9A An 1 117 51000 — — BIG 00 rl 17'� _,-24.96,5i6.31 ---7 Ei 00 25.89,51(.03 do 109 " 117-+4 D0O 24 . AIRM)--5 05-00- n AREA L6,& 42 7-84) 00 10+09 T0 — F' AREA 1.7 ( ' - 121.13 I01F Y-( (C LI AREA 31.21 SF) C - 14 .00 (CYC 'IC = 20 L02 CY) 511,14 MLOCL 525 00 Kin nn LI 115 601�) -31.14, 21.27 108 rm nA -85- --z- -520.m ", -30.2&�Q �,75 2T53,566 W, ob Ro — -50&M 29,18,520.62 = 115+ DO 16 3+00 FILL AREA 32.69 'SF) AREA a-aM-XzFI CU AREA 7.55 (SF) M CU AREA, =, 77.85 SF) 7F--=-TT OZ kL;T VF = 9 08 (CY) I/C = 6 .93 (CY, —nn �c MAO (CY, 7ntln �n,,J,7,1.�, n nn -en an inp) an �,n nn so nn 70 nn 7000 6000 5000 4000 3000 2000 10 00 10 0') 201 00 3000 4000 +5000 60.00 -49&M 70OO 70 Qa 60 "" 5Q 11 0040 00 30 00 2000 1000 1600 2000 30 OD 4000 50 OD 6000 7000 7000 6000 5000 4000 3000 2000 1000 l000 2600 3000 4000 5000 6000 7000 M&M 52E M S�2 7 .m; nn MMILM rl 97 �j Ron nn 107 -26.87,519.51 26.62,51 )Z9 __520M �19�2 r .1.2n no 28.92,52103 AM no 102 919 nn FIL_ 107+004 AREA = .91 (T) T_u T -AKLW � VF = 513 —zu:ibz- 8 ylj �bt 4�157�,5� 815 t3 VC = 9E.06 C P mK nn 102+00 I I Pin nn 1 ,2 L rl" CU AREA W AREA 0.00�3� :5 71 (C VC = 2 (CY) .44 521M 52,.69 Klim nn 52 ,70 106Aln nn906 Kin on -31.90, A9.75 30,44,5M24 QO 11 = 103+00 lgin nn I mm nn r Ru AREA = 24.46 SF) rlK nn 2e,39, I Z,r �u CU - AREA � /F= 14:5.31 ZZ24 cy VC 6155 �CY, 101 -515mo- OUR An rl 01 DO Al A M _K09 nn Ui= An I -58, �1,508.j 7Z— An Rif - IC1+00 _ARZ&� 17n An I�PI -50&M 105 Kqn M 520 r, 0 5,� GUI AREA - 14.2E - SF), 0 i 0 tt-J2" t-- 00 W - 60L62 (CYj -39-16,519A9 �c 51117 (CY) M I 1 APPA +00 ;A ni KrI CUI AREA 15.32 SF) 521.83 'IF 76 (C AM An P)n m VC 2 .37 (C I 52 .93 A 51500 10 KOK An M&= 56.40,51 5.39 0 1 0 317 . ,52105 r194Kin nm MOM (I00 EO4 00 oo .4 3G KMon-5416,50 -45.49,517 00 Kir no b FILL IU)+o AREA 154.61 --FILL 1 1= +0 0 + CUl ARE A 13 89 AREA 209.38 (SF) mAn m I W 64 �62 (CY I .. . ... An APFA_ ARF7An no (sF) VQ 41.4t� k(;Y) IF AQA no V�=I�C,YC))) +2nnn VrAml 7nnf) Pnnn znnn 4n nn �Olnn Inn 1:10n T in nn ?nlnn _J00 40100 rn[O R010D 7n 00 1 7nlnn fin 00 �;O OC! 4 nn on 2mon ml 071 loon 'm - 00 40loo "oloo 66100 7100 70 00 60 00 50 00 40 00 30 00 2006- 1000 10 00 2000 30 00 40 00 50 oo 6076-7o00— 7C o6--60 oo 50 00 40 00 30 00 20 00 1000 1000 21 00 30 TO '10 00 50 00 60 00 7C 00 =XD- Z00110 ' 99 9.5 ) Ob j 510 OD -------- 24.22,5C 3,47 Fl. 511 91 AREA 3 - S.49 IC - 72 84 i+00 - 1.40 (7) (CY �57 (C� 2,.12.509.: �O 95 00 00 5m Do 5. 40,504 34 FILL --WVF 99+00 AREA = 'OF 59 VC 31,67 19Z40 L78 (CY (Cr, (SF) 41,5 5t09.88 A in nn 99 do i 51123 94 9@8 750". 3Z FI 9 AREA +00 19.;2 SF 29.88 u 05.24 00 ) 00 MOXD —A 98 00 Y - F= 9&72 g -496,50717 4-w- 4Z 8,50T3I 3 VAEEA C = 6139 �y FILL cur AREA AREA 130.94 8,66 (SF) (SF) /F = 43113 (Cy 50E,65 93 93 9.7 00 MDLOCL —294 97 -500.0(L -31,40,501,88 60 F.Y=, 77— MOM 9 i+00 D FILL GU AREA o: AREA = 33.39 17.74 SF SF}) A FILL 9 AREA +00 10t33 SF) 46.49,504.17 VC = 5 ,90 (CY,' ILL, VF 271.15 VC 2169 (CY (C Y, 7-- LOCL — 11. , 50, 51500 92 92 96 60 -4tO ,0611 nu . 58.05 SF �16 4L 19 9 A950Q---5a5x& 00 00 m -MO-00- -777� 27 5510 FILL CU 9 AREA AREA := +00 45.09 :SF) 9�62 (SF) 3� 0,508. 3 7 9.6 1 00 — Aas.00- cul IF 19 -.44 vc - 5� (CY zi (Cr AaSM A25-OCL W VC = 68 -f a4 P — — — — — AnO( 7nnn 70 nn Fn nn nn nn 4n P111 3n nn on nn T")T T-711. 7111.71. 70 00-60 00 5000 40 0 30 W TO TD 1000 1000 - zo 00 3000 4000 5000 6000 7000 7000 6000 5000 4000 3000 2000 1000 1000 2000 3000 40 CFO 5000 6000 70 00 49 12 83 sm nn 401 AA @ARD-00- 0 -2 (,70,489. ?2 *325.487.9 • FIU = 9400 AREA = 14.45 SF� AQK 91 eug AREA - VF = 61,07 2' 49 (C 00 i 00 = 7E .62 C AOn M 41 56.25,4-9:Mo 9 +00 U d FILL AREA - 48.95 SF AREA 04 M�Cul SF qo- 82 AgaM 8�2 ADA M Ob -28. 2,489.9 49:775- -4MM 34,04,488.i Apm nn Asm nn89Agn nn AMM 89 qi, FIU AREA 18,53 SF) I -27, ;Z4 M do CUI AREA 20M SF) /F - 1?1 3389,487. 6 FlU AREA 42.88 SF) L6849 CU AREA Ti6 3-( AOKM tog nmn 'F 27 VC 7c-'Sf; 70 (rCY ACQ An 2 �17_ AQA M ACIR An ACK nn 81 Aa5.00- AAK Mn r8 l� (87 491.32 87 ( 009 -400-OCL dD --4t94, 82.87 -2 93,48837 I tAn An AAK nn 'D 8' +00 -- ------- --- —4a5-m FILL AREA 87.38 S �6Z3,48 t,05 CUI AREA M22 SF)3 8,1+00 C - &I AG frV FlLL AREA - 32.10 (SF) vc = 5190 (CY', rT--ARLA - 141Z 1�,t) T - 17L24 VC - 166.82 M� C Y) 49, 39 A09 00 49 . —.AQSOD 8�0 &on m AOQ nQ Ir 0 85 AQn M -A85 AaMM !+00 -2 5.81,48910 AaS.00- AM; M ARK M 1 -37 r1,485.5 5 5.65,48! .27 = 8 85 +00 I erg"8 � nr� AREA - 135.90 (SF) , AREA 14.41 SF AAn nn A p P-7 A ." 1 r M lzf7N AAn eln CFIUj AREA 30.92 SF, 48000— /F 28311 CY Y,F lulivdB c � A7-1; M VC - �cy" +,, A7-K An 19M2 �.1C y - 1-11 - - - 1n 11 11 . , - - +n 11 1 J,� , 1"n 111, 9nnn Jnn 4nnn Jnn 9Jrm in inn 90 nn "nlnn Adon Sonn F,,nlnn 7010n 7000 11100 5000 4001) 311100 2000 1000 1000 2000 3000 4000 50 OD 6000 7000 7000 6000 5000 4000 3000 2000 10 Oa 1000 2-6-60 3000 40 66 50 00 6000 7000 75 Aa.9 nn — — 41� -U-- — 75 60 DO -C—,— 17.59.4! 4,14 AQO nn -27.)0,492.0 2 ARMW FIL T AREA �+00— 95:1163 3 Cu ARE : $qF - 41 75 (CY) Vc - IA.U4 kcy) IT84,03.70- T4 Aqn nn 7@4 00 4m()Q 49135 Ob AS&M 79 4w m -2c.31,492,M 79 7, +00 00 00 Ft U AREA 1141 CU AREA 2.42 1 3F .--.7 +00-- 35 vc = ic.73' C CU AREA - 21A3 SF� VF - 61 90 P A95.OD- ILGA nn AAn nn VC - 4 .63 � 73 ACM nn I I AGM nn 73 18.48,, 60 -29J 490.38 DO n = 7:400 AREA =r 13.63 SF) 49,1170 A&'L= CH APFA := AIR MF) -------- Aag nn 78 �l 93 /F VC C =11l412 i.51 ((CY) Ob 1914,, 5,(�3 60 MOM- -27 76, 3.1$r L+M FIU AREA = 13.20 1 SF) A90M CU AREA 4.59 ) lAaAnn I AQJK M VF = 51.72 VC = Is (CY) RA Ir 41, 07 T� 72 A06 nn72MA nn DO SC62,49).-O-� 60 —717 50- A.00; M 32., -6,� AgELOCL 495.61 20.22494M ACKAni r T7 -do iU FILJ4 7 AREA - r+-DT— 54.14 SF) ll CU AREA t. 133 (SF) 06"49W3 = 19 96 (CY nn 40600 VC 1432 ( + FIU CU AREA A AREA 1= I4,73 2.34 (3F SF tolq nn VF= 3S.89 CY� 49155 71 AgO.OD- i AOM M ACKM 1 49114 AOr M I Go 7� 1 r --- -3 5H.184489 39177 I 17,32,4� 2&31,438,37\ -27,172-92T-O� ASM tpn 716 AAQACL ocl 76 7 +00 0075 +00CU 4-qo 00 R ) nU AREA 56liSll SF FIL. AREA 6.81 F AaOXD- CU AREA.1 I - I (3F A ASO on ARK m ' AREA 3.47 F A7& VC = 2E,93 CY, v c In r.n An nn zn nn nn nn to nn in nn 9n nn in nn An nn 5Mnn An nn 7f)lpn 7000 6000 5066 40 -60-30 60 2000 1000 1 ")Oo 200) 3010" 40 0', 5 000 6000 7000 7000 6000 5000 4000 3000 2000 1000 1000 2000 3000 4000 5000 6000 7000 49 .04 ARC AR AonjX 70 (D AQDXO- 70 00 - W67,4i K-26-� 20.9".489A,6 -49ELM 00 @) IT91,4 a,72 65 65 70+00 60 -37,58,485M cbo CU -*W-*- AREA := 50'06 7.97 SF) 6'+00 11551 f ABOJXL FILL rlf AREA f AMrA 34.27 a A, JV rN ABD-QCL 2162 �c C AM mn VF 9E ' 18 c VC 3Z43 �c Ff 49 .52 m AQQ nQ 69 &moo w 1 49000 69 95 DO @) - 3L50, % 00 (i) I-T jiiM 21.5 5,4K�36 AM'. nn AP-% nn 6�4 AAK nn Ob -32,06,,-85,35 60 6,-+00 = 69+00 FILI AREA 18,75 -- SF) ARA M 4m nn nLI AREA 26.31 SF) AM M, VF = 3 53 --eU AREA /F= 115.47 691 VC = 4.67 c mr VC 21.53 (CY) Agn nn AMM 6.8 Ann nn �491.00 68 - 60 ) --- - -49OAn DO 1711.4f 17 B-35 N, "I -32,70,4S-8:1�� 21.4 3*'�76 6.3 APO; nn APA M APA M 4MOD Ob = 6::: + 0 0 R6 ob FlU AREA -, 36.58 -- SF) FIL. AREA AREA 2.60 CU - AREA :- 4.6 F) AMM CU 7 AREA AREA 1513 --- S F) AAAW ARA eia FF 131.22 (C MM V 51 C .51 C vu zko?j kuy Aon An 49133 AM m AOM M r 49 48 AQA nQ Ilr67 K� 8 74 47Z,� Ti. � 6 -3Z76,435.�g AW; nn r. mn� —Aa5.00---- 6,1+00 -Aa5.00 6 +00 FILL AREA 34.82 :SF) ABO.00- n A 5.86 Q AAA M. AAQ nn cu 7 AREA 6.43 (3F) ARn An 2 (c -7 vc 'i '1�� Ir 7 C I AQKnnl 66---�l AGM M 48 AOQ nln;6P] 49-124 QV ob A 18.83, 89k�_ 59 Aam mm 15.93,49: .7�! AOn nn 4,80.48 %26 1 1 APA M 009 —30.97 489.62 = 66+00 RLL AREA 38.49 :SF) APUP M 59+00 CU I AREA 90.55 SF CU -tREP ' AREA 5.84 ) C = 3— 2 (CY, 3 IVFC -67 ,CY AaO-00- 2 .93(Cyy 7n JA nn n nn do �ellnn lin �n�n ---- -------- I to ----- Jnn in in nil ,nlr)n F;PInn 7nlOO 70 OD 6000 5o0o 4600 3o FD 2000 1000 T 1000 2000 30 OD 4000 5000 60 OD 7000 7000 6000 5000 4000 30 00 2000 1000 1000 2000 3000 4000 5a Oa 6000 7000 49( 15 21.3; ,494.13 29Z 2 �493 07 A95-OD- AMM 57 4,QQ nn 00 (p -490-M D57 00 ( 00 50 AM nn 49( 46 50 i AAK nn 1 ANK 60 0 0 A5 5-+00 48&DO .08,W �20 - m I FIU CIMAREA AREA - 20.80 a 224( 3' 23,485. 8 --- VF - 92.37 �CY'j ,; 51400 VC - 6.81 lAAnM I nU Cb9-*Rl— AREA - 11.26 SF) AM nn w sc 49 .52 4-, M c AgA M - ----- -15,52,49447 4 59 Agn nn AM nn AAn nn I AM on 55 00 qy Apur nn 36 49*00 3 V84,488 os i ARK nn m FIU AREA = 37.25 - 55+00 CU' AR EA 2.82 F) 1 Ft L- AREA ;= 4 41 (7) �F = laug (c d 00000 CUI AREA A 14,71 SF) tc = 11 i.ag (Cyi ILO-K nn AaKAn ACK nn -AMM ---A2-, -u— AQA M Aon AM 481 53 Aan m I Aon An 53 =e!55 5,19,48� M 301 ,489.93 00 00 29.5 7,490,47 411+00 �3 AAKM FlU AREA = 18,47 � SF) -4a&= APA M nn M AREA t VF = 3120 7717P7 (CYI, SF) 47.22,Q 4.59 -48K VC = 7106 C = 51+00 AAMM 4AA OMO FfL AREA 37.36 CSF) 4BO-M /F = 191,93 (Cyi IC = 14 SM CY 47 47 Agn nn 490.77 AQA An 00 00 28,30 28M.4 2,13 2.13 ACJA M 51 AN9 nn 99,48T� �7 51 4 +00 DO -4a&M IUAREA 2-70 (3F) 37,94,4 3182 CUI AREA 29.77 SF) Aaom PU 5+00 - Aqn nn VC = 15 Cy .33 (CY CUI ARE AREA - 21.90 �SF) 7AM VF - 5(.14 ABD-00- M VC - 8.84 C p — - - 7 , —T, -1 4'n nf4 Pin ?rtn 70 OD 6000 50 OD 4000 3000 2000 10100 1000 2000 30 OD 4000 5000 6000 7000 7000 6000 5000 4000 30 OCI 2000 10100 ---To OCI 20 003000 4666 50 oo 60 00 7000 4.6 F 49� -62- - 4�6 60 60 149000 1 -t- 5.48,49, 13 FIL AREA 0.00 (SF) -49MM CU AREA 51.41 1 SF) wAy% nn APA nQ 61 (GY) -N W.I%n nn -5m nn -4a5.M 00 29x ,500.20 39+00 00 49 .21 FIL AREA MOO fZn :SF) 5 60 ) 00L -27 23,493A,3 Aaw. nn 5Awk IF VC 459T23 6,4B (CY (CY) I M86,4S C90 60 Am nn I I 45+00 ---- CUI AREA I2.91 SF5 -49000 34.70 .rrA nn 50!.19 c = 81.78 �c C 37 rumn nn %m-nni37SDD.OD 1.%mnnl GO nn 151 1,499119 AQ-K nn44AQII 00 M 779-- — ----- 44) 00 -50.00,492,70 I ton nn I AOA nn I AQA nn FlLL AREA 129.05 ( SF) FlL AREA 1-29 (SF) CU AREA 5.24 SF) CUf AREA 31.25 SF) I IF = 50; LOO M VF 7 87 (CY) I nx 50,,75 49. Jk4 35 5� 5MOD 35 43 A05-00- t4�57,49 5 71DO 1 Z,50,497 7 43 0 1 0 3! 400 — 00 RL. AREA - 8.11 (OF) ACK m CUI AREA -4 26.10 ISF ) AQK nQ AQnM 41+DO A07M nn 51 VF - 3 72 (CY) 72 CY FIL HL AREA O97 (SF) I'C 2i C - 23T .09 (Cy) *09 (Cy CUl AREA 32.48 �SF) VF IE.87 (CY) 'C 20L25Jcn 50: 3 -SO&M r33'� Km nn -sn 500 m 41 �o .05 FlL- - M+00 AREA LGO (;F) 5.5 51 2177,5M: 9 DO 42500 CU7 AREA M84 SF) AOK nn ACM Okl Fl� CU 4 A RE A ; AREA +00 23j5 192 AS&M "C 25 K66 (C = 13 '80 AMOD AOA Mn c = 11 .76 �c 4"nn, ------ — -- 7000 6000 5000 4000 3000 2000 1060 1000 2000 3000 4000 5000 6000 7000 7000 6000 5000 4000 3000 2000 10100 1000 2000 3000 4000 5000 6000 7000 21 ---AM 31 5 t 31 3 00 ( p 26.75,476,56 k do J do 5.01,49199 2 k89,500 03 60 j 3 +00 A70JXL --33.17,4:'142 -47D.M nL. AREA -m 0.64 FIU AREA AREA 3 5' 05 35,05 GUI AREA - VF - 2-176 33.00 (CY' SF) CUI AREA AREA 1 0 64� M64 SF WC - 22 5.28 (6 InF21 /F 21 .6 (C .67 (CY 7 A,� ArAn M 471112 50156 - - :71L 1.9 A7D-DD- AM nA 19 NAM nn 2.9 0 1 0 38.47C.35 60 6) 60 "5) 21,91,499.29 T' 3,.17,467.42 Am nn 29.6 �,497Z9 FILL AREA 23.99 SF S FFJ FIL AREA 6.86 (SF) CUI AREA 11.00 S SF CUT . AREA 27.29 :SF) 103.34 M VF 3 .70 (C( 1471% nn I A-m nn I.Km nn 47 Al 17 47n nn 17 27 23185.496.43 1 1 ACA M if 27 do N, Ob j k Cb j 2 2'-+00 60 2 917 1� n AREA AREA L97 (7) AAA M 29M 46 6:86 AP-9 M AQQ nn cn CU U A AREA ARE 39.46 SF) V +00 25 253A2 v k�Tl (C I A 3.91 (W) 48000 CU AREA 31.19 1 SF) AAA M 'C - 22 L AQK nn 49180 15 4 7 1 pt' 25 @) AgD-QD- 2.5 0 & -420.M 00 00 --Z,5.79.4W,77 do 2! 400 AIIA M 7.74 AMM AWXO- Flu. AREA M3 -485-M - 1 :+00 VF - 9 DO (CY) FIU, AREA 103 (W) 'SF) 19!.15 (M CUT AREA 29.54 54 Am nn VF - 6 56 (Gy", AAQ M IC - 130.97 (CY 49-,.44 13 Agr ___j AOK AM 1.3 APA M 485.10 23 13 sino- 13 Ob DO �M6,49 .42 ECi8,493,6 90 -2 533,482 22 Z6,43,48 M _4MM FIU AREA = 'm 16.90 SF) = 2 400 CU AREA = &28 (SF) nU. I AREA 2,00 VF - 0 00 (CY) ILM CUI AREA 22.19 -4ZS.M AAA M AM nn 47A M IC = 12 .23 (cy? SW --SE SEC. 34 ST&i 9 1 F�mpl INST 4� +X3W TO NORTH END gg WITH END SECTION EOEL P/p EXISTING CENTERUNE M'RW ROBERT J. DERRICK 1247 Hii 65 NEW RICHMOND, M. W17 SCALE 0 50' loo, 150' sss �;lxmlfm lwilffddMyau� ..A WA]W SE —SE SEC. 34 NOTE: UTILITIES NOT SHOWN ON PLANE FIELD LOCATE PRIOR TO CONSTRUCTION SE —SE SEC. 34 COUNTY PROJECT NUMBER ISHEET NO. 99—E-2 17 OF 32 PLAN AND PROFILE ROBERT F. & JEA NNIF M SCOVILLE 3070 CTY RD E CLENWOOD CITY, 1 54013 ON SLOPE INTERCEPT EOS EXISTING CMIERLINE SLOPE NTEPCEP�� x x SLOPE INTERCEPT 33'RW Y—NE C. 3 NE —NE ROBERT J. & SEC. 3 DERRICK NE —NE 1247 HINT 65 SEC. 3 NEW RIMMOND, M, 5017 CURVE LE� = 200 FT. 560 Ck RVE LEN = 200 1 1. K 10959 555 -R-- K — 555 + 550YS mod d 545 K - 111— M79 CUR K-6i 545 FT, 0.55x RVE L Ui 100 P LEN !CO 540 K - i 540 535 A d 535 asi 530 K - 19.111 LEN = 100 FT 530 525 co to N K) im 0 525 ol 0 w 0 . 0 to m M m oi c-i Mj ciij ricin L; 11 4 4 6 In pli rl: to in w N': ri,� IN, i i in i SE-SJV SEC. 15 0 SIV-SE < SEC, 34 HENRY A. SMITH 34 1258 CTY RD E NEW RtCHMONV. ft W17 COUNTY PROJECT NUMBER SHEET , NO NOTE: UTILITIES NOT SHOWN 99-E-2 16 OF 32 ON PMNS FIELD LOCATE PRIOR TO CONSTRUCTION PLAN AND PROFjLE HENRY A. SMITH 1258 CrY RD E NEW RICHMOND, WI. 54017 STA, 195+60 SID SE REMOVE DUSTING CMP INSTALL 44* X 3T CMP SFC34 WITH END SECTIONS 33'RW SLOPE INTERCEPT pip ppj"'p L ;53'RW SO'RW X x x ® T T T T: - !M E08— EON _TR x p7F P/PNE x ------ M— X X X I EXISTING CENTERLINE P/P JOSEPH W. & zCM YOWIME 1, PAM 121 33'RN KRISTIN J. GRANBERG TIMOTHY S. & I :6K Dw 8� pm 2MBORAH E. BRIGCS ROBERT J. NIV-NE 1239 CTY RD E I A ROBERT & DERRICK SEC. 3 NEW FUCHWOND, WI. W17 124,3 CTY RD E NW -NE Cn LOT 2 CSU VOL 8 PC 2,208 NEW RC11110"ll, rig. 54017 DIANE KEAR 1247 HWY 65 - LOT I CSMYRULmo�Kvs z 1249 CM RD. E SEC. 3 NEW RICHNIOND, Wt 54017 SCALE ------ NEW R04MOND, VA. 54017 z u c: z NE-NJV 0 501 10, ol 150' SEC. 3 575 575 — 570 570 + Mn G CENTER INE 565 555 560 -- 560 a CLRVE LENI= 200 FT� CUR\�E LEN 200 T. 555 J- 555 K no$ 550 --cjUR V 550 --2t K - 369.46 545 545 540 — 540 535 r 535 co 'C It U� n c> n P, co 6 r,� 6 ui n 4 4 c� �i a6 c6 4 ui cd 06 ui V) N N ci C3 oi 6 ci 6 c� 6 6 CI 0 Ul) n LD I "I oo� =-,2Ai 590 585 580 575 570 sw-sjv SW 34 NOTE; UTILITIES NOT SHOWN HERMAN W, & ON PLANS Aii I KAREN M. KELLER SE — SW RELD LOCATE PRIOR TO SEC, 34 CONSTRUCTION 1277 Mth AVE NEW RICHLIOND, Wt 54017 IL W. SR. & B.W. & H.W. JR. & K.M, KELLER 50'RW 1277 13M AVE NEW RICHMOND, Al, W17 50'RW T T =37 EST B - — - — - — - ii&71 IT E)QSTING s BC " - TV E 9® 33FRW CENTERUNE SLOPE INTER�CEPT NE SLOPE INTERCEPT DaSTI"G CENTM NW—NE RICHARD W. 0 SEC. 22 HOPKINS — TRUST RICHARIf, NED —NW HOPKINS — TRUST tM 12M ST, SEC. 3 SCALE NEW RICHUOND, M. W17 1 13459 120th ST ry NEW RICHMOND, ft 54017 0 100, 150' gin 565 7�C RVE LEN = 200 F T. IF MUM IN 14 F [ju AM COUNTY PROJECT NUMBER SHEET NO 99-E-2 ft15 OF 32 PLAN AND PROFILE SE —SW HENRY A. SAIITH SEC. 34 1258 CTY RD E NEW MCKWND, WT. W17 ilu JOSEPH W. & KRISTIN J, CRANBURG w� 1239 CTY RD E NEW RICHMOND, VA. W17 SW 3 595 m 580 575 570 565 0 10 o Vo o C6 cd a,; 06 66 6 ci c� 555 C 00 m -n I IL 0 0 P" 0- 1 ll� 10 0 0 o C5 0 0 m ca 0 6 16 t6 16 4 ti oi to 0 to 0 0 0 1n0 --_ F-7�7 7-n— 0 - - - it-, 1, 1— t t 17R n n 1-7 q 10 0 lao -T(j7 —T87,,+00 ---'18-3+00 COUNTY PROJECT NUMBER ISHEET NO. Sir -Sir 14 OF 32 SEC. 34 HERMAN IF, & PLAN AND PRORLE K4REN Ar KEGLER KENNETH AND SE -SE 1 1277 12M ST, KATHLEEN BROWN NEW RICHMOND, WIS. 54017 SEC. 33 TERRANCE Y. R2 BOX 165 KINNEY ELMWOOD, Y41 54740 5OlRw NO CHIP ftEQtftRED qp 1211 120th ST. NEW RICHMOND, VA. W17 SLOPE INTERCEPTPAY6AENT, 11 50'RW X�' llp T T -*L-- T T T I X -------- -Ltp-/p T-PED T T T Egg ZZ: — — — — - — — * — ' op-/p op-lp ST 13'RIN DMITING CENTIERUNE--J SLOPE D;rERCEF=T A30 E- 3YRW 4 3 NE -NE v NW -NW RICHARD SEC. 4 SEC, 3 HOPKINS LOREN AND ROSE DERRICK 1001� 13M AVE NEW RCHMOND, WIS. W17 1472 HW 12 SCALE ROBERTS, %l W23 NOTE: UTIUTIES NOT SHOWN ON PLANS Fm-enlii�� FIELD LOCATE PRIOR TO 5`0' 10,01 15'0' CONSTRUCTION 575 575 ,URVE LE 100 F, 570 570 � K 8 565 5 65 560 CUf VE LEN = 200 F T. CU VE LEN 200 1 T. 8 CURVE EN = 2( D FT K - 367.ft K - 115.99 555 f7--4 55 5 d 550 G rj--- 7 INCENTERU 550 DUSTIN CENTERU IE sf 545 545 540 540 535 535 Ei C4 U) - C- "'N c� t--lo - t-1 rl� I, cc m 0 6 0 0 v C15 N ui In In lom, zt tO to -1 ItV - 53(;n `0 &0 0 0 0 m tsl 0 In 0 to In In �,nn i��P,�nn lgp nn COUNTY PROJECT NUMBER SHEET NO. SE -SE 99-E-2 3 OF 32 KENNETH AND SEC. 33 PIAN AND PROFILE KATHLEEN BROWN KENNETH AND STA 1�40+86 LT R2 BOX 165 KATHLEEN BROWN EXiSTi" . L �T STY -.SE ELMWOOD, W 54740 0 4G NCIE- NO R2 BOX 165 !Wt SEC, 33 ED CMP REQUIRED M.MW003. VA 54740 STA 147+47 LT STA '�/L] rA S'tT� 147+60 7C/SL 1 CW RCWPE Fl STA;l 427 N E 2-3E -O'RW WTTH END SECTIONS 41+(n78 - 0 EA il 88 C L WITH ? 88 C/L E - 2137.10 )NS _C TIOR ENE 4 OF 04�1 SOIRW T�CNSPF P Ir X DRA =� SLOPE INTERCEPT P To NSTALL X 3�tOPFTCOM..] U I - OV4!4CrR CTIONS T T T �P/p T T T T T PIP EOS OP/P IIP?P STA 141�75 JR1 rAt =145+66 RT EA 14'+ 33'RW TINS EXMT04G f AGG� EXISTING AGO. SLOPE I NO � NO N'TERCEFT DMWCF_ NO EXISTING MIMERLINE71ENTRANCL NO STA I5O+a3 RT 33RW C RZOUM P REQUIRED WP REQUIRED CUP REQUIRED EXISTING ADS. ENTRANCE� NO CIAP REQUIRED NW -NE ml SEC. 4 NE -NE DONALD SEC, 4 LOREN AND GREENFIELD ROSE DERRICK SCALE NOTE. LITIMIES NOT SHOWN 1310 WN 65 1472 h'WY 12 ON PLANS NEW RICHMOND, *1 W17 FIELD LOCATE P Fm�ROBERTS, WI W23 M-AR MDR TO 50' 100, ISO, CONSTRUCTION 555 555 550 550 PROF OSID CE 11MUNI 545 545 540 V==== 77r7 __L 540 535 --- E) ISTING Ce TERUNE 535 530 530 I; d 525 525 _WW BEN - =22 K - 137.50 520 520 515 515 0 n 0 N 10 c� w c� 12 10 51 jol I I I i-A za.nn— 14Al.nel 14t.s.nn --i4r,,nn 147s.nn 14R4 00 149+Ti(i �-156T—oo— 151+00 1524-00 153400 7544 00 '115114 00 a 000 535 an 505 500 9191 ISM 11 V up SF -SW SEC, 33 DONALD GREENFIELD 1155 CTY RD E NEW RICHMOND, Vn 54017 STA 1 +47 LT S STA I = E NG FE(rRANCE- SLOPE INTERCEPT NO C REOU cwp rRE D �x :-777= 130+18 RT EXISTING CENTEPUNE PIP MSTA EXISTING AGO, ENTRk4CE, NO SLOPE INTERCEPT: WRED CWPREI NE-NPr SEC 4 CLARENCE P. MARTIN NOTE: ILMLITIES NOT SHOWN ON PLANS tq FIELD LOCATE PRIOR TO CONSTRUCTION NW --NE SEC. 4 DONALD GREENFIELD 1155 OTT RD E NEW RICHMONE% " 54017 j IN Sir -SE SEC. 33 KENNETH AND KATHLEEN BROWN 11 cw yo COUNTY PROJECr NUMBER SHEET Ktn I 99-E-2 1 12 OF 31 PLAN AND PROFILE -TT" ifA 140+86 DaSTING ACG. ENTRANCf-: NO CUP REQUIRED 14— x T --lif_4 4E 11, PAGE 3217 M. 535 530 525 520 515 510 505 500 495 495 c� C? P� PA C! �p r, w w 0 w n 0 0 n 0 kn 0 0 6 r-z w N 0 0 n m 0 �') 0 0 0 0 0 0 0 0 0 QQ 49 to � r' 0; Lo 0; C4 N N " N UPI no n -- — -- I I'll I �' -- — � n n � P) - —lonnsi _0 � I ago 0 L—COUNTY PROJECT NUMBER SHEET NO. SEC. 33 LYNDA CARVER ROSE DERRICK CREENFIELD "T"ROFFT DDR04CENO MCWPREI QUIRM 50'RW 33'RW EXISTING CENITERL71WNE;7SLOPE *IT ERCIEPT NW -NW 33'RW SEC 4 CLARENCE P. SCALE NOTE. UTILITIES NOT SHOWN 1189 110TH Sr FIELD LOCATE PRIOR TO NEW RICHMOND. WIS. 54017 CONSTRUCTION 520 om 505 500 500 490 490 485 485 �'�~.. .'.�.". .//+I'll `,^+m. 1x4+on 1z�)+0o 126+00 _12I�08-- 7000- 6000 50 4000 3000 2000 10 0 1 1000 211101) 30011 401111 50 OD 6000 7000 7000 6000 w.&% nn 5000 4000 30 Ob 26 1000 2000 3000 4000 5000 00 7000 54E.44 — 54, .90 — — — — -54&M 191 -�kgnn 201 mAn nn =!�� 201 00 -27 4,3,544,� 9 28.37,Z 44,68 Ob 27,14,539�! 5 2 5.27,54C — 17 — 00 - 191+00 2Cl+OO r RILL AREA -- 9.55 (n -� L Fill AREA - IZ01 JSF) v eul AREA - 62 i?,- :55 (CY), -) ( AHLA - F - 1111,10 M9 1 1 CY .,c M %04 (CY I AM nn vc - gil �Ce, -%35.0(L nn 54' 50 189 RZ&OD -55,� -72 FKA nn 89 190 N Mn m 00 f-) Ob 00 2 5.24,539 78 6D G 'ef7, -30.6E,537.98 I -ks;n nn L21.551. 38 535AXML 19 +00 18)+00 FILI AREA 20.15 Sq -E FILL AREA := 7.34 SF) CUI AREA 1193 �SF CUT AREA = 32.89 SF) /F 1 .95 (CY rA tr Own nn -PL%n nn VC 89164 (CY) PL%n nn (C 22)15 . '(C" TIF r187 5m 00 mn nn 18 rl?7 -VAn nn 197 Ob k 60 - ----- -540.M 60 M4Z557.30 2f,06,558 35 MS-001- 27.51,S Fl 5 K-zz nn RU, CUT AREA AREA� 6.04 (SF) 26.55 'SF) 312253z.st 197+00 3Z- I/F 5X59 b FI Fill AREA - AREA 32 49 �SF) 1 rAn nn M jr71l �C 'm nn CU cur A EA AREA -8.'12 3F) I C 6E c 6& ��a 2 (CY, 17 1 ran M 56E �77 1("l CAA Qn KAK nn -8 5 195 Ob Ob do 00 -2+5,56129 M65,563.59 66,53214 185+00 k%n (in 195+00 kqn nn, -Xao-OCL ---M.-AREx- CUI AREA I I F 9�51 15�87 -58am FIU Cul AREA - AREA - 10'49 81 28 (CY) IF 161-15 (CY AlrIA m 1216,93 (CYi -555.M A9.9 An VC 8�.60 (C'� F 57, M 1 54: �50 -- 7� 183 97n m 183 193 KAt, nn 193 00 r7O� A 60 2.08,54 0 'I 7 DO -27.36.568A 3 M85,565.77 -2( 63,539. 2 � I CAV� nn - 185+00 -AREA- 193+00 ?0 I , ----ffti CUI AREA I I FIL cui AREA AREA z A = 818 (3F � 12.35 IF - 10 , 27 �CY � 6'�67 (CY' rc - 11 .17 CY' gAm mn C - 10M (M MOM —70 7rinll lln T1111 In no In on Jnn lin — T in no ?nlnn -m no —An 7,,oinn rm on 7n n 77nnnrin nClon �.nlnn -mon �nnn innr In")0 �lnno �MO A�Oq �Mr� �nnO 7n no