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X-SJ-FAS 1293 (2)
<br /> JACK TONE ROAD
<br /> Dlv. No. STATE PROJECT Na. YEAR T IL
<br /> No. SHEETS
<br /> CALIF. S-1293 (2) 198 IS 37
<br /> COUNTY OF SA
<br /> 4--�OAQUIN
<br /> CLEARING & GRUBBING ` 4ELD ENTRANCES PRIVATE DRIVEWAYS METAL BEAM GUARD RAIL
<br /> COUNTY ROAD COMMISSI NER
<br /> Sto. 808000 /o .Syb. //380'00
<br /> Penetration Treatment over 0.33' A.B. 0.08' AC. over 0.33' A. B. CIVIL ENGINEER LICENSE 0. 7077
<br /> S/a. /m.?"DO r`o S/a. //95y50
<br /> S/b/`ion Local%" w71h Sha/ion LocaAion Wdfh Station Station L.F. STATE OF CALIFORNIA
<br /> .20' 998+30 /7"Rt 998080 /3 Rt.: 53.54'
<br /> 834454 Lt .?D' 879069 999472 13Z /000422 /7Yt. 5354; -- DIST. WING, DOT, xx
<br /> .FINISHING ROADWAY /03/+66 /7Rt /0320/6 /3Rt 53.54 APPROVED _1961
<br /> /033'05 /3'Lt /033055 /7'4t 53.54'
<br /> JYO 80800? k JYO //.38.00 845076 0. 23' 9/3039 Ll ?D' --� 41 A,
<br /> 0 0 860070 /ry .�9" 909476' �! ?0' a.:I E u..n�® go iso
<br /> 860076 Lf. ?S' 93005.? A/ ,xJ'
<br /> 86/406 Lf. /6' 930430 0 ?O'
<br /> 8740?/ Lf. /S' AWIM rR! PO"
<br /> 88/0/8 L/ /S' 9,34036 ['{yb/SFJ /W4"
<br /> ROAD INTERSECTIONS 887,,47 /s' 9,35-x/,9 tow AV, BENCH MARKS
<br /> 0.21' A.C. over 0. 50' A. B. over 1.29' A.S. 8870S7 Lt. ?0' 935465(Av,%411y•41w) r0 6T Toto/ �L.F. a ( F B. 560)
<br /> 9050// /5' 937.0? R/ •?YJ'
<br /> 906453 .4FY 20' 937?,? Ify /6"
<br /> JYofion 4boad Aw-4.S. TMs-4., Tons,4C. 9/8070 120' 938s/8 ,w 2O• °v 3AMion Gtsc11,4Mion ,l01097/i" E/eY.
<br /> 8080'01? J)10* RI 7S 937 /49 66 90/47,? L/ 20' 938,033 21 ' V .5wl??8 Bo/0--N.N!ca /vd�// 9,90. ,39.�F9.05
<br /> 1*rmiry/ 104w) 933s?S �f! /S' 938075 AY /6' „-g„>f!E. 6' .
<br /> 94?4.9 0f*r0"& ,04w 26 // 86 NO Lf /S" 5110003 Lf ?/ 97.00.?/ " 'Sou/h Qrd-Cu16 840 57&.
<br /> /0/9479 Yelvron " 4?1 /86 92 96e64.so Lf /s' REMOVE P C.C. STRUCTURES '-� 4/X 6-S lWoo,(064 NO. 406,754. reset Cl
<br /> /096.07 Wwlwood /rb' 43/ 1517 84 966430 !rK /S' 60" 9990.E 'zi'N.E. Cor-Brsioyr /3Lf .6950,56
<br /> 9670010 1001 ?D" 94U080 Lf 27" /03047? "�"SW Cor-gowdgr /30. 56.A#.2/
<br /> Tufo/ lh5 536 3/8 A�L093_ - --- --- ------ ----03'- 953060 ?0' r6491kw 21ge . -633:
<br /> 97344.? ?O' 97/*2B AV' /0.95485 "�"SE.Ca -.O/iino Bose 767A 50.609.86
<br /> S*111607 Aasc�P/ion lac. C.Y
<br /> 989463 Lf 30" 9704/6 _&Z-0u• /inro Bose 4fRI 5/39. 4 7
<br /> 99/
<br /> 8060?3 Bol' Cel&C9/bw/s Ir-4r /e.,V //,3/003 "N.E.Ca-Pur„ Bosom SO�PI. 40.19A9. 1/8 P
<br /> PLACE A.C. DIKES (0. 51) 9904,04 ,w ?0' 82402 ca�i�G"/Sbr,'s Xor 1?656 _#69908_ " ► ---- - -
<br /> 993444! rP/ /5' /058467 R1 M 935%3 0ur6/;7p .?3A 0.,2/' ----,Q - -- --4 f
<br /> (as directed by Engineer ) 99348/ !1 /5' /OS9440 ,Qy ,?O' 99S4V Cui6in7y .730 O.?/ y
<br /> 834+35 Count Conc. Mon. Rt. 5972
<br /> 935*S/ Sla'mvlk .?3o /.68 11 860+ 1 NA t, 57,
<br /> W. --- -- _- _� - /08B�tS,? /� ?0" 16 887441 it 11 n Kt. 5841
<br /> Sr7mw 1b SXMfion location L.F. 998095 Lt ?O' //93477 L/ /,s' 94'000/ 94r Ala-X-Q- 1x!.9021 9/34.6 " " IV Lt, 58,90
<br /> 9.08097 � ?O' -9/3*95 ----____--- - --- - ---;g-_ SIA0491? 3/a6 1721 195 1 4660-40 Al Rt 55.64
<br /> 880400 88004/ L/ AV/ /000060 .?/ ?O" 9?80W0 r,� �• S�24S.? Gos � .�"L1 0.16 42 1017#-72 " u Rt. _ 54.02
<br /> 880400 8?0'3V low. 254 w�S4.i"S Bae•Ce%rrt'frbl►'/s X-Or 17.30 471043+20 " Rt. 54. 09
<br /> /003063 30' 994020 Rt. 20 966,,86 &rC/r/-d"lwAV&- X-Or /7. 74 3 1004130 0 Rt• 53.35
<br /> 6rj834SS 885+00 L/ /4S _ Zga_ ~,pS r
<br /> 803068 8850000 /3? ' - . - --- -----� To/a/ -4 460 10 95*8 7 It 14 it Rt 52.71
<br /> p�x/ /03/445 AV' / wellrwro /06770¢7 Cu/vert Sf/dw/s XOr 292/
<br /> 990400 990/4 !/ ow y /0954.54 //�'ov// S7z 095
<br /> 95000 993'!98 RI 309 /031x199 Lf. .?D /O.RS4/9 /� akyx // 57.2/. 0..-5
<br /> 99Ww 9994.28 /l/. S.2a /OoT3ri0/ �Pf. x?O' //3.089 /,(ro'�v//s X-Or. 1.90
<br /> 9945434 /W/K91091,AL/ 454 /G11P479 L/ ,v• 1186 AX &xCuiydvAWA*A Aa- ,26.36 BRIDGE REMOVAL
<br /> 9.99~055 /OD/450 Llci'� 370
<br /> /031s00 10304?3 1/6`4FJ! .W /04'0''190 'P/ AV'
<br /> /0.3?463 /0340YO LleP. 274' /04.3400 100/ 210' APPROXIMATE OUANRRES
<br /> //?7oX 1/304/3 Ile" aa!p /dSProv h` ?O•
<br /> /0
<br /> //.3047/ //36sA0 L/.6'� /,x.38 .50430 iPf ?O' Tofu/ /56.06 C.Y . S/ofictn G�scr�/�n Lolrofrao C.Y
<br /> /183030 //88469 Ile". 6'38 /033000 Lf. 38' 609.3400 //.?X?3'CaxQisia� Xao. 232
<br /> 1/894?7 //9?450 lldyfl 6/6' 89/085 2 9,r,Xoon rax. Bnl� X a 20
<br /> /0690?3 rs7J' .506408 rrx/.SX.r?9•S,M?Conc. ASO- 33
<br /> To>b/ 68445'!.F. '47 L'` 9184/9 Cax.el?i XOr 72
<br /> /069430 AY ?O' /086496 3/.?%?¢'S,swn ra4r r/i?oe x-,a 83
<br /> /091?10// tow. ?O' //01,r/7 2Ox30"Corr: B�raw X-Or 30
<br /> /(/OTE ,41 drir>Pov o/�WAkd Qnf�nrex &/W wi// /095477 RI ?0' //30040 9lSX.?/'
<br /> /rs' S�oir Ca•X! B��+P ,('Or /20
<br /> 6Q fYa//Pn to 0 0.08 /0. /095494 rPf. .?O" //894Gkt ,?fS ?/; irConc.Brro{� XQr 90.
<br /> 1109450 L/ AV
<br /> //09458 rP,( ?O" Tort/ 680 C. Y.
<br /> //09475 /R(
<br /> FIELD ENTRANCES (Cont. ) 'P/
<br /> L/ z0
<br /> Penetration Treatment over 0.33' A.B. /12-91IN zo" BRIDGE OK IN PLACE
<br /> //?9497 Lf ,YJ
<br /> S/ofion Location Width
<br /> //88422 0. ?o'
<br /> //88044 L/. ,?YJ' Station Description Location
<br /> 1182420 Rt. 20 '
<br /> To/a/ Fie%' Enfrarlces //g,�s6/ Z/ /S• 9994.46 7Giw Sin PCG. Bridge X- Dy
<br /> 809000 77 Lt. 20' 90114M L/ /5. /032043 Twin Span PCC. Brldjre X- Dr.
<br /> 920187 R/: 20' /053s?5 L/ ?O'
<br /> 9721-25 Lt. 20 ' /06.?'G09 Lf AV'880+35 U. 20 '
<br /> 887+00 40-. /s' 8.24400 /T/.
<br /> 1069125 Lt.
<br /> r� 9350600 0 .V'
<br /> n //364/5 / ?O'
<br /> (,J //367 Lf �
<br /> //3CONSTRUCTION NOTES
<br /> 6197 Z/ rAa',
<br /> 936+42(Aoron Rt. 90'
<br /> - � r 6*iN0 2 CD/
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