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E286 - E303
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E286 - E303
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Last modified
3/28/2025 9:47:17 AM
Creation date
3/28/2025 9:43:38 AM
Metadata
Fields
Template:
Large Plans - LP
Project
Project Plans for Construction of San Joaquin County Highway Federal Aid Secondary Project NO. S-1292 (2) Eight Mile Road
Limits
Between West Lane and State Riute 99 North of Stockton
Year
1970
Project Engineer
M. Lowe
Roads Worked
Eight Mile Rd.
Red Lines
No
Federal #
S-1292 (2)
Supplemental fields
Classification
As-Builts
Cross Ref
E286 - E303
Type
Highway Construction
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r X-SJ-FAS M99 (2)D.L, ci V. ( fOC SOl1 Sto. 7t00 EIGHT MILE ROAD <br />boy D Lyfie E E T C.o6Urf/ Conform T. 3 N. , RA E. N. D. B. & K . <br />FED ROAD STATE PROJECT N0. FISCAL SHEET TOTALDIV. N0. YEAR N0. SHEETS <br />CALIF, S-1292 (2) 1970 6 19 ILoco/ Borrow 41-ea SEC . 3 5 <br />See Shf S J`'0/' I Qay19701101 al7d 45err71ce y//71Z <br />U N TY OF SAN OAOU I N <br />COUNTY ROAD COMMISSIONE I <br />Co s' N88`53 a c C <br />CIVIL ENGINEER LICENSE . 11988 <br />I I <br />o O/7aS`/. Q w NB.9 x.3,2 L .Z 650 90yP,oraaeo 9or/ZD, /97D <br />I <br />0 Q Z P/ace 22 ;r /3 x 40 ' ,511 <br />Coated CMPA /4 6o9e.I <br />A hRlwh r <br />370 e 1 1 3 4 375 6 7 B 9 380 2 3 <br />e <br />E.P 4 385 , <br />Sta.375 t8.9 Place <br />l-lonument Encosement <br />Q f'' D Existing Cu/vert ' P/oce ySeeSlit. /4 for defoi/. 1 V I 43:r 27 X.60 'Bif Cooled C./I I.P. A. %4t Doge 3 <br />c tirfZ . Coder S/`oc foli Bui/dii g lWafelra/S <br />r <br />See Sht ' /2 for <br />Ii71`e seclior <br />I <br />T. 2 N. R.6 E.SEC . 2 <br />CITY OF S7-0C/r7-0N DATU/l l <br />i. .. <br />I I <br />J <br />I <br />i - i 1111 <br />y _ ... --A l. 4. 1111 1_111 <br />I I t 1 j. 11, <br />1- <br />y/. // <br />V.1 <br />0 <br />6 <br />20 70 <br />77 <br />940 <br />E <br />H4 <br />1 <br />22leglet, 2 y 2oj <br />1111. 11_11 -. .. ..- .-.. <br />r_....1 -, <br />1 f <br />Q /7t/t <br />Ho <br />I <br />I E m a e r ctiHoLnIsleseon 111_1. <br />SCALE: V t <br />T__ _.r uantities Inc/odea' Se/ow <br />I <br />I <br />SHEET <br />TOTAL <br />EXCAVATION 6 4 493 135 426 373 7/1 SO/ 1120 176 102 02 0.2 88 4 4/!9 <br />EMBANKMENT 4? 34 34 96 1.3.E 97 1 171 11 83 1 83 97 9 134 1 4d 120 602 <br />STA. ..._ _. _ _ . . 3711 _ 372 373 374 375 376 377 378 379 380 38/ 2 383 <br />w _ . , 1111 . .._
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