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HomeMy WebLinkAboutZ6 18.1073 KINNY RD.pdf4" TC-SOIL &, SEED PA 7R IVE, NOTE- 2' MINIMUM DEPT OF MUCH UNLESS CETERFOINED OTHERNISE BY ENGINEER 3' - 7,68* A- TCPSO'L & SEED POLF41 REFERRED TO CN PRCFIlr I 3" ASPHALTIC CC`4C PAI/T, TYPE %IV 6' CRUSHED AGO, RACE 12' DEPTH GRANULAR SUSUASE TYPICAL FINISHED SECTION KINNEY ROAD TOWN OF HUDSON CRUSHED AGO. BASE COARSE SHOULOERS (BYOTHERS} PROPOSED q_ PAV'T 31 FIFICTING PAV'T, 0 02'/FT __ 3 ASPHALTIC CONC. PAVT, TYPE ST (BY OTHERS) EXISTING REFERRED TO ON PRCFILE EX6UNG GRANULAR SUBBASE 4' J; 10PSUL - FERTILIZE , SEED &I AIULCF4 ALL DISTURB AREAS, EROSICNMAT AREA'S GREATER THAN 2,5 7 REMOVG. EXISTING TOPSOIL FILL "ATERIALL AS NEEDED IN FILL AREAS 6' CRUSHED AGO. BASE COARSE (WIDENING) 12- DEPTH GRANULAR SUBBASE ADD 2" LOOSE AGGREGATE, BASE COARSE, PULVERIZE ANC, RlfAY FYIEDDC RASE AND SURFACE TYPICAL FINISHED WIDENING SECTION KINNEY ROAD (STA. 58+00 TO 68+50) (STA. 76+25 TO 99+09) SALVAGED TOPSOIL Al MULCH SEED & FERTILIZER SEED & FERTILIZER VARIABLE 1 " , 2 VN. 24 X 1 - Aq A 11 I SALVAGED TCPSCIL A, MULCH 0C2'/FT_ 0 02"D­T 6' CRUSHED AGG, BASE, NOTE: 2" ASPHALTIC CONCRETE PAVEVENT, TYPE "V ON EXISTING RAVED DRIVEWAYS ONLY. USE 6' TOTAL DEPTH CRUSHED AGGREGATE, ON EXISTING CRUSHED AGGREGATE COSTS ffllrompmfflm�� DIGGERS HOTLINE TELE. 1-600-242-8511 AMERITECH-FIBER OPTICS AND DISTRIBUTION 304 SOUTH DEWEY ST. EAU CLARF, WS, 54701 TEL (715) 839-5565 ATTN, R!CK PODOLAK ST, CROIX ELECTRIC CO-OP 1925 PIDDEWAY ST HAHMOND, WIS. 54015 TEES (715)-796-7000 ATTN. CARRY GILRERTSCN XCEL ENERGY—AMERY OFFICE 801 KELLER AVE. SOUTH AMERY, VI 54001 ,TEL, f715) 268-3227 ATTU VICK: BREAULT FRONTIER COMMUNICATION -FIBER OPTIC 154 E. 2nd ST, RD, BOX 446 DEW RICHYCND, VtS 54017 TEL(715) 243-7014 ATTN. TERRY DORA MIDWEST NATURAL GAS 611 SHAY ST, SC-,RSET, WIS, 54025 TEL. (715)-247-5279 ATTN. JUSTIN EROSION CONTROL MEASURES AND STRUCTURES R,-FEPENCED IN 7HE PLAN AND PROFILE SHEETS .REFER TO THE WISCONSIN COUNTY HIGHWAY ASSOCIATION'S 'STANDARDIZE EROSION CONTROL REFERENCE PLAN' ON FILE WITH THE WISCONSIN DEPARTMENT OF NATURAL_ RESOURCES, TOUCH AMERICA 3100 Mjt4F-STTA DRIVE MINNEAP011S, W4 55435 TEL. (952) 842-9093 TOWN OF HUDSON BAY CTY, RD. A HUDSON, WIS, 54016 TEL (715t-386-4263 FAX 326-4265 ATTN. JEFF JEHNST4, CHAIRMAN ST. CROIX COUNTY H:°N DEPARTMENT P.C' BOX IRS 1150 DAVIS ST, HAIAVOND, IVIS, 54015 TEL (775)-796-2227 AiTN, TIM E. RAYBERG, HAN COY"65I0NER NORTH AMERICAN COMMUNICATIONS F.G.BOX 658 - 558 CTH A HUDSON, WIS, 54016 TEL (715)-391-1733 ATTN. TROY ELMER WILLIAMS PIPELINE 2451 W CORD, C ROSEVILLE, VN 55113 iEL, cyst) 633-1519 MOBILE (612) 759-9452 ATTN. CARY ROBJD-tAUX QUEST 3600 MINNI­SOTA DRIVE MJNNEAPOLDS, MN 55435 TEL, (352) 842-9000 -MATERIAL YARDAGE_ SUMMARY_ 7,043 C.Y. RAW N—PLACE CUT-VOLUTE. 2,504 C,Y. WIDENING FILL 2,800 C.Y.,GRANULAR 1,743 C.Y. C.Y. SAND LIFT NET EXTRA CUT (WASTE.) CRUSHED AGO. BASE COURSE _..1,660 CULVERT SCHEDULE STA LOCATION I LENGTH/SIZE I END WALLS LOAD SPREAD PER 12 YARD LOAD ,LALj_(R t C (W ST) N.A. BUILT TO SAND SAND_1V �DENIN�G 30 FT. EACH SIDE AGG. BASE(RECg�'jSTJ 15.5 FT. __ LLC,'- BASE JVODFrflNG�_ 83 FT EACH SIDE THROUGH HIGHWAY 02 GENERAL NOTES 15' BL[ IN COMBlNADESlGN% MAY BE {NT[RCHAN6EATlON OR SEPARATELY FOR ANY ONE COMPLETE INTERSECTION DEPENDING / UPON INTERSECTION R2 / ANGLE AND SURFACING OF EACH APPROACH ROADWAY, SIDE ROAD -SURFACING NOTE || WHEN THE SIDE ROAD IS T PRESENTLY PAVED, PAVEMENT SHALL BE / /�+-3' PLACED TO THE LIMITS SHOWN UNLESS OTHERWISE PROVIDED IN THE u-*� | CONTRACT. WHERE THE CONSTRUCTION LIMITS ARE BEYOND THE PAVING | | LIMITS,CRUSHED AGGREGATE SURFACING SHALL D[ PLACED BETWEEN ' | THE PAVING LIMITS AND CONSTRUCTION LlN\T3� 101 TAPER ! . WHEN THE SIDE ROAD IS PRESENTLY PAVED, NEW PAVEMENT SHALL BE ' | PLACED TO THE LIMITS OF DESIGN AS SHOWN AND BEYOND, IF NECESSARY, / | TO MEET EXISTING PAYEMENT / � | WHEN THE SIDE ROAD IS THE CONSTRUCTION PROJECT, THE INTERSECTION i SURFACING SHALL BE THE SAME AS FOR THE PROJECT. | THIS CONTROL LINE IS ESTABLISHED - BY A 10i TAPER EXTENDED FROM mEXISTING SURFACE THE BACK OF THE CURB [ND LOCATED FARTHEST FROM THE THROUGH HIGHWAY. TYPE "B2" INTERSECTION RI _ Jl 10' TYPICAL (B 12' (TYPE Bi) 12' (TYPE 82) EXCEPT ON RESURFACING PROJECTS WHERE A 10' WIDTH MAY DE USED WHEN SPECIFIED IN THE CONTRACT OR DIRECTED BY ENGINEER� RADII DIMENSIONS FOR TYPES ^81^^"B2-,'C' AND °D" INTERSECTIONS RI RE NE —SE REGINAL BRADSHAW 20'XI55' TLE 0.071 ACRES 0 SEC. 26 STEVEN DIAZ SCOTT SCHROETER +-fD) CL STA BEGIN WIDENING CONSTRUCTION 'E3 STA 58+00 5- T T, T 'IEC' FT7b4445 LT SLOPE INTERCEPT ------------------ XIqTNG CENTERUN, STA 52+00 RT SLOPE INTERCEPT SCENIC HILLS CARRIAGE HOMES INC. SCALE NW —SW NOTE: UTILITIES NOT SHOWN SEC. 25 1 ON PLANS FIELD LOCATE PRIOR TO 0 50* 1001 ISO, CONSTRUCTION 5 0 M STA a 64.00,00 M EL - 973M a)RW LEN 300M K - 9158 rn ......... ------ _a3ax § PROPOSED CENTERLINE Is Ci (4 � in (P 0 'iA 20 2 2 s"_ O:m ed Ild 'L� kli 6 'o 4 4 's '4 'i 44 g: 0 gm mg M ("I m co m m M m n cl m m 0 m (T is IsG"r t; cp COUNilyr PROJECT NUMBER ISHEET NO KINNEY RD, (TO HUDSON) 18,1073 3 OF 20 PLAN AND PROFILE 7'X318' TILE 0.055 ACRES Me 50"X67' TEE 0,077 ACRES t BLANKET CONSTRUCTION BEGIN RECONSTRUCTION TEE STA 68+50 I + 10 & 71 50 LT' YRW G3 [NOTE. OLD AND ABANDONED FENCES TO BE REMOVED AND DISPOSED OF AT THE: DISLCRFTION OF THE Ffl(OAYVY HPARTMENT at 9 I Nei EL - 997,W gi ® 4.mx g2 ® -6 84% o CURW L04 - 4MOO .91 kin 9 6 P4 06 m SE-NECOUNTY PROJECT NUMBER SHEET NO, SEC. 25 PLAY END RECONSTRUCTION PATRICK KINNEY AND PROFILE BLANKET CONSTRUCTION TLE BEGIN WIDENING CONSTRUCTION I -A T4 + PATRICK KINNEY STA 76+25 SLOPE INTERCEPT ,FO—Fo FD—ro—aj— RA —F0—ET—Fo—FC —"FD—r,—u I —Fa—Fc— No T—T a 1—i-1-1 —T—i - NV Y ED. EOS 77 - T- -'7 BLANKET CONSTRUCTION I EEDMARGARE . T KINNEY SCENIC HILLS CARRIAGE HOMES INC. 33 Rw SCENIC HILLS rAVVTArV UnUPQ TVr SW-Nw NOTE: UTILITIES NOT SHOWN SEC. 26 ON PLANS FIELD I-CrATE PRICK TO CONSTRUCTION M STA - 72+25,M M EL - 997M SCALE FENCES - C LE , OLD AND ABANDONED I TO BE � TO MRYE 4W.W ED AND DISPOSED OF AT THE g2 N L Rsari � AT TH F PA K - 4118 d oIscAVFIION OF THE HIGHWAY DEPARTIAJENT 0 50, 10G, 150' ,I - 4,M% '2 - -6.84% CURVE LEN - go I 11, C410 2 D ;s n 9 n o' A) 10 on: M - m , V) In �4 m AI CD 4x n 0 n Z 96 � 4 6 Cs cm- m m n±oo GY 74+W-- ZbM 76+00 4-W- M EL -, 932.50 gl - -4An 92 - T.M �W- LEN - 30 K - 4E� IN BENCHMARKS STATION DESCRIPTION STTBT+_66_ LT _ EXISTING AGG, PRIVATE ENTRANCE, NO CMP REQUIRED I NOTE: UTILITIES NOT SHOWN ON PLANS 11,1FIELD LOCATE PRIOR TO CONSTRUCTION NE —SE SEC. 26 SLOPE INTERCEPT, KIALVFY RD, SCENIC HILLS S' CARRIAGE HOMES INC. EXISUNG AGO. PRIVATE EX -,ALE STILLWATER, MN 55082 [EENTRANCE, SALVAGE N EXISnNG CMP 501 100, 150' SLOPE INTERCEPT [ R_ NOTE,: 0 ID AND ABANDONED FENCED TO BE I r�j A REMOVED AND DISPOSED OF AT THE V_ C J� 0 �17ION OF THE I­flGHWAY �C rI ON D)SCRE STEVE & LINDA KROMER 792 KINNEY RD, HUDSON, WI 54016 RICHARD & LEONA KINNEY 797 BADLANDS RD. HUDSON. WI 54016 [STA 9�4Z LTT E 9 TT PRIVATE EXI STING 49� ASPHALT ENTRANCE, NO CMP PRIVATE REQUIRED, 3 EQUIRED, SAW" 0 33' Additional ROW Af IN Sto w 9"24,17 0.0171 Ac.— EXIST ING _��ENTE ERL11'E fETA 944.25 RT SCENIC HILLS SCENIC HILLS r I EXISTNG TOW 0. CARRIAGE HOMESINC. " C G CARRIAGE HOMES INC. LSEAW n AT NW —SA C . UT AT 3 :Ri I I I STILLWATER. MN 55082 SnLLWATER, MN 55082 SEC. 25 1 p we 0 m STA - 97+D M E, . 956m ,I 1,4= ,2 7,14% IX UN_._2(1 K . 34+93 COUNTY PROJECT NUMBER JSHET NO KINNEY RD. (TN HUDSON) 18.1073 5 OF 2( PLAN AND PROFILE 111 50" 1 1 too END WIDENING CONSTRUCTION STA 99+09,SAWCUT MATCH EXISTING CONSTRUCT TYPE 82 INTERSECTION SEE DETAIL PAGE 26 6 3' RAD. 40, 0 9 pf: � CF! A m 0 �4 CN l� z I 2 n & m 2 G $ In :� P; M 9 n m M 20 *CN , ry r 0 04 N �4 g g,,6 gni 1,: 1 I-: g,� g 6 , g:m ;j 6 V) In 111 a In 94 n 9 6 'n In :6 N '10 9:'5 fa ID 9 c:i 0, rn 'm tit fm_ ON Im a ON m M m j� m Oo 87+00 88+00 89+00 90+00 91+00 92+00 93+OD 94+00 95+OD 96+00 97+00 994-0 30:00 20100 10.00 10.00 MOO MOO 980 62 975 975 - 0�5+01, 50 0 DESIGN Et =975.47- 63 50 980", 980 + 975 ... --------- 62 ____9751 0 co 970 ---- DESIGN EU --976.38- 970 ...... 63 + 00 61 975 :5�) ------- 975 + DESIGN El =977.28 .970, 970_. 70.00 MOO 50.00 40,00 MOO 20,00 MOO 10.00 20:00 MOO 40M 50,00 60,00 MOO 80100 64 . MOO 60 00 50,00 40.00 MOO 20M 10.00 10,00 2000.30:00 40,00 50,00 MOO MOO 80-00 MOO 60,00 50,00 40M MO0 MOO 10.00 �, 10.00 MOO 30!00 40.00 50M MOO 70,00 .. !.... .-_.. _..... , ..., '.... . _ _.._ ''....995 ....... !.. ..-. _...... .... :.... , ....-.. ........ 995 ....... 10O0 .__ _. . .. _.. , __.. _ ._ 1dDQ__.. (((///_.'''_''',,'''yyy,,,\\\ ._.99Q ..... ,.. . .... _ .. r`'P 99Q (/ 73 + _. 995 . ' ..: - _..� (Dc'3+o' ._.... __. _.. �„,- .... ... ...... ....... .995f... +2 00 ,...985 _ _.. _.. 985 _... DESIGN Et =985.57 A - 2+00 L. .._.. :_.. _-.. ..._. ;i -.DESIGN El =989.45 _... i.... .._._... . _.... _.. __ _._ .. _. _, ...._., __._. ......._ _.... 1.-_ .._..._._... _.. __.._ ...... ;....995 _._ . ....... _... , ..._ _.. .,.�`. '': 995 _... :. . _. ---.... 1000 . __. _ . _... _..... .... _.. _.... . __ 1000 .._ ....99D ._..._ . .. `i�,.... ,..,� _....._ .....-- --- '`( ~.-� __ 990 7+...... + 985 S A ' 3+Oa -'- 985 o DESIGN El 987.47 990 �..F; DESIGN E=991,28 1000 1000__ 1000 . 995 ..... __. ... . _. .........._ _........ , .... .. �.,r___ Z9-5,._. 2 _.995 _ --- -...._. _.. _ .... 995 �- 50) 990 _._ _.... , _ ....... .. ._.-_. ......__`.m-_,... `�..y... , ....... ..990(..... 7�a ,.._.. ...990 _.. ...._ _..._ ..__ . _.. ... 990,- - 00..... A 1+00 STA 8+60 .......... ..... ...... _...... , - DESIGN -El -=989.00 ... _.._ ,. _ _.. . DESIGNEl,-988.?6._ ...... . ..... . 70.00 MOO 50M 40M MOO 20.00 10.00 MOO 20.00 30.00 40,00 50M 60,00 70.00 80,1..00 70.00 60,,00 50.00 40M 30,,00 MOO 10.00 MOD 20,00 MOO 40.00 MOO MOO 70.00 MOO MOO 50.00 40,00 30�00 MOO MOO 10,00 MOO 30:00 40.00 50. 985 985'', 7 5 980 6 0 980 0 0 76 975 . .. . .... 975 STA =76+00 50 DESIGN EU =976.45 990 7 '990 74 985, 74 985 0) 980 76 00 DESIGN Et =9179.94 70.00 60:00 50M 40,00 M00 20;00 MOD 10.00 20.00 30.00 40;00 50.M MOO 70.00 80,00 MOO 60,00 50.00 40.00 30.00 2a.00 10.00 10,00 20;00 30.00 40,00 50,00 60M 7a;00 _.. :.. ..._. ._.... ..._.. :.._ _.!. . _.... _. . ...... ;... !_955 _......_ ._ ,...... ...... _. t.._ . ........ ........ 955 ...... ....... . 960.960_... ._p _.950 ...._ . ... .. ..._. .._ ... ...._... _. 950 .�. �� _.. 1 955 _ .. ,. ..... ....955 . 11� _94S ......_ _... ......... 1 t _ _....... ... 945.. _. 00 } r ',.. ''.. DESIGN El =946,87 950 _ ---950 _... STA - s+do DESIGN El =957.36 __ : ......... ... ,:, :. _ .: _. ,....... .. ._ . ._. :._955 , ....... ...... ._... ......_ _.. ;.. _ ._... , .. 955 ._ ..._. . _.. ........ .... .. .... ......... ..._....._ ... _ , � ....950 �.... ._._ . ..... t. .... _.. 950 .._ .._._.. ',.STA 9+50 \� 960 -: _ 960.._. 945 945 DESIGNS =949.31 .. fr.. 955.' 0 575001 .. _. "'4..., __.955 + ....... _._ , P .. _.... __ .. _. 950 -.- __. .� `r' ._ __.. . ....._... _ _ .. _.. , ......... � _950..... :_ ......... __ , __.. ;....... .._ ..... ...... .._. _. :.... .. SIVA - 7+SO DESIGN El =960,70 .._955........ _. ..... .._ . ... 1. ........ ,.... ...... _._ . 955(79 .._.... _._ . ..... .. u.. �; ..._.._ _....... _.. ....950.._.. 950 ((79) ._.. ,; ..... _.., is ... ..._. ,....... _. ....... .... _.... _.._.. . .. . __... . _.... _. ...... !_945 ..._ .... DESIGN ,. El, =951,99 ... ._I ._... ... 945:... ,.. // 77 r 77 960 00 00 ' •�. •- '.._ __. ._........._ ........ .........._ .._..955_ !...955 ....... _._ �..._ ....._ ..'.0 _ ...... __.. 955 .,.. ...._. -955-, _...... ._.. .,f __._ . C-500 050DESIGN 78 E =964M STA g+QQ .:. '.. <. :..945 DESIGN„ El =954.68 __. ...... 945 :.. 70.00 60,00 50M 40M 30;00 2a.00 10.00 �. 10.00 20i00 30.00 40M 50,00 60,00 70.00 80 00 70M 60.00 50.00 40.00 MOO 20.00 10.00 �, 10.00 MOO MOO 40:00 50.00 60 00 70;00 70,00 MOO 50.00 40,00 30,00 20!00 10.00 �. 10M MOD 30.00 40,00 50!.00 MOO MOO 80.00 MOO 60.OD 5D.00 40.Q0 30.00 20:00 10.00 �. 90DO MOO MOO 40M 50,00 MOO 70.00 935 935 . _, ._._ _.... _..... ;_ ...._. ...... ..__...... ......_ .._....__ _._. .. 5~} , ,._930. .._.... ._... .�' - _.... . _. _.. _ __ 930 , .... 83 fin --925. _._. _...... .___.. _ ._._.. . _..._ _1�.": ,... 925 _. ,... '^.. 8935 ..__. 50 __. ..�.-'.._... �... ._ . �.--.___ _.... ..._ 935 81 . :. D .._... . __... ,..... , .... _ _... ...._ _.._.. DESIGN E 934 72. _..._.... _ __. ..., _.._' 930 ._ ....... 930 '. _...... _._.._ ....... _. DESIGN E =939.56 ... .. ......... � ...... ".. ........_ .___ __. _.._. , ......... :_.935_ . ......._ _ .... . ___. . _,. .:.:..-^..� _.... .,.. 935 .......... 945 __.. , ....._... _ . .. .......... ._.__. . �_._. _..... . ......... 945 .__& _930. _._.. „�'.". .._....._. _._..... , 930 . f g2 _... 50 940 _,- al 94Q ,....._ ._925. ._......._, ._-- _ . _. OO A 8+80 r aESIGN Et =9M79 ._._ 935 ,__.. ........ ',." DESIGN E -942.00 _ . :..._ ...... ......._....,.935 --: .____. __.. _.._.. , '..... ,._._.. _ . ..._... ........ __. ', .. _ ....... 82 ____ 95D .._....... .. ..._._ _. ..._.. ....... __... .._ . 950� ._..935. 00 ......_. ..... . _...._ r` ____ , - __. 935 /// ( &Q........ 945 ....... , .. ... _.. .- -,..': _... .� ,_._... __ . _. .._.. ..._. _._ . 9451�00 ._93Q .. _...._ _.._.. __ _ _..... `'.:, ., 930...._ .m _. � .._.,.� I� Q�ff11�� _ 940 940 _ DES _ -E�. DESIGN -- 7.40:c 93 _ ... DESIGN E =944.44 70,00 MOO 50M 40.00 MOO 20.00 10,00 1. 10.00 20.00 30.00 40,00 50 00 60.00 70'00 MOO 70 D0 60.00 50.00 40:00 MOO 20,00 10..00 MOO 20 00 MOO 40,00 50.00 60;00 70,00 50,00 40M 30.00 2000 10'00 1000 M00 30,00 40,00 50.00 60,00 70'00 _.... 940__ ..... ._ :._.._.. ._.... _ .... ._.. 935 7 84 930 50 4k+0 ....... DESIGN E =934,33 _.. 940 :_.. . __ . ...... ........ _..._....._ . __.. ',.. ........ _...... 935 . ".." __. ._..._ ... . _..... . ._... 930 00 "DESIGN El =934.25 - _... 935 _.. ..__ . ...... :_.., , ;....... .._ .._..._._. _.. ......._. 80 930 A - 3+60 925 DESIGN E =934.21 70.00 60:00 50 00 40M 30:00 20.00 10,00 �. 10.00 20,00 MOO __.. ...940 ..... ,_ ........ .._..... ,...... .. :i. . 940 9 86 0 .._935 ........__. .. .. _ ... .....�.. ...... _ ........ . 935._ jl, 00 50 00 � ...... i.._930 __ '!. .�....... _.BWK... 6+00-- . _. ........ 930 .._. DESIGN El =937.42 L..940 . .__ . ,......... __ ._ !... .._ _. 940 _. 85 .._935 50 ....... , .. _. -' ......_.. `"'.--... 935 ..._.. +� 50 \ 8+ ._.930 . ....... r".�..' _._.. A- g+60- .......... _. . 930....... 00 '..... ,.. DESIGN;.E =936.56 :_... -940 . . ........ _ .... _ ...... . ..... 940 g+ {...,."' 'y .. ._. .._. _ _ `'*. __- -:.-`' _.., 935...._ l`�....935 co :.... :....930 ..._.. . m--'" ..__ _ ......_.. _ . __.. _.... __. 930, A - 5+00 DESIGN" El 9 00 MOO 70M 60.00 50M 40 00 30,00 20.00 10.00 � 10,00 20.00 M00 40.00 50.00 60,00 MOO 945 + 91, 950 OO STA =91+00 '._940_ DESIGN Et =946.60 940 .... -- ---- -- ----- SMA =92+166 DESIGN U =949.01 .950 ------ 950 (p 945,,---.,- 945 945 50 5C 1�lso� I 940,-,.-, -DESICA El. -945�96 _940_i, DESIGN El. =948.12 950 ... .. .. ...90 . 945__� /'90 91 __9451__'�--- + 945 .940, 940__L940 ___,,DESlGN_EI -=9-47,23, DESIGN El =945.33 MOO 60.00 MOO 40.00 30:00 20M 10.00 1 OM 20�00 MOO 40.00 50:00 60,00 MOO MOO MOO MOO 50,00 40M MOO MOO 10.00 10�00 20.00 30,00 40, MOO soda 50M 40,00 30 00 MOD 10.00 MOO MO0 30i:00 40 00 50M 60,00 MOO adds MOO 60;00 50M 40,00 MOO MOO 10,00 �. 10.00 MOO MOO 40 da 50M 60M 70.00 ... 955 !. ..._.. __ ._.. , __. ...__. _... ......... .._.... ..955...;..... ....... ....._. ... ....... ....... s_ . __. , _. .... :.... . _...._. 94 ._ - - - _. _._- -- - - 94 " ._... DESIGN E. =952.21 945,".. _. _.., :... ......_ ...._ , _.... .945_... '... ....... ....._ _. ._._ __. ..... '�. ___ __. ... .... ...... ..... 955 l ._. _. ........ ........., '..._ _. w ..._.... ....... ....955._. i... ',_955, 955 :... Y \ .950(.. (.... +6 ...95d ....._ .._._..'�. .Y. __ ". _.. 950 ,_.. 96 $TA +00 )o 00 TA - 6+00 ''', DESIGN E =951,5ry0 DESIGN El, =954.33 _. .945 .. ...... _. 945 ..... _. ..... 955.._a-._. �` i.. ._ `... i._. ...... _.., ........ ...._. ,.....955.... 1... ;_.955 _. _. __w a. _.. .__. ......... ! _... ._ 955 :... 950 _93 5 9501 _956 950 Q50) 5 50 5G A g+60 _.._ 945 _. _.. , ......... DESIGN E =950,79 _._ ........ ......... ..945... !... ...945 ._._. ___. !_.. .._....",DESIGN -Et _.=953.62 ..__ _... .... 945, ........ ._.. 955 _. ..... !_. _ _.. ._...., i...... ........ ..__955_ ._955 ... 955 L... .. _ . __...,..m- + 950 CD3 ._950 5 950,.... ...._. op - BTA s+ A a+Oo ........ 945: ._... , ..._ , ......... t" DESIGN E Y ....... =H49.90 � ........ ._._.. .... 9.45.___ _..945 ...... ........... _..._ DESIGNEt=952.92 t ,..._.. .._... 945 ._. .._. MOO 60,00 50..00 40.Od MOO MOO 10.00 MOO MOO M00 40M 50M 60.00 MOO 80,00 70.00 MOO MOO 40,Od 30.00 20M 10.00 MOO MOO 30.00 40,00 50,OO MOD MOO 70,00 60.00 MOO 40M 30 00 MOO WbO �, I O OQ 20.00 30.00 40 00 MOO Moo MOO 8000 70:00 60,00 50,00 40,00 MOO 20,00 Moo �. 10,00 20,00 30100 40:00 50.00 60,00 70100 ( .. 965 0a _.965 . ....... _. _.. ...._. ..__. _ .. _ ` _. o + .. '"Aso" ........ ......._. __. DESIGN E -96aM _. .. 960, .. 50 .. __ ....965 ........ ., �........ .. ... _ . _ _ .. ..... 965 .. 08 5© 56 97 _..960 .... .. i.. ,. ........ _... ......._ "_ . __ 960 .. oQ R +50 y ....... . .... DESIGN El =966 46 _. '.: r..965 . ...... ......_ . __. _ . .... ...._.. . __ _.. 965 __. DESIGN Et ...-955.40