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X-SJ-FAS 906 (3) <br /> 'WEST LANE <br /> C170Y10ttC 8. Ha&h C. M. WEBER GRANT .%i" FED.ROAD FISCAL SHEET TOTAL <br /> 4" DIIA NO STATE PROJECT NO. YEAR NO SHEETS <br /> 'k <br /> Z) CALI F. <br /> 7 S 906 (3) 196# 4 -s4 <br /> _C -Con5 IpIW N3 N, S <br /> 161 Zr) <br /> R 114,69, "ildred Clowes BurnhGM COUNTY F AN JOAQUIN <br /> A <br /> SEC. 29 COUNTY ROsil) COMMISSIQWER <br /> SEC . 28 CIVIL ENGINEER LICENSE NP. 7077 <br /> Nz� . : � 1. -j, <br /> 316, 67" <br /> -4- �j 0 zk) C.C.O. 10 L ower Pi7pe 0�0 1::� j� <br /> 4�0 <br /> 0 1.31cp N <br /> '�c 12 Add I <br /> . 1� �i 4 ca <br /> 316. 66' "4 .,, 414 exl�fi,�?f r-de <br /> Ch. Org. N 16 *02 -'JO #W C.0. Place 12 4 14 (0 0. Ir- i,07 nee <br /> 044 t�< C', <br /> j�7 IP/ <br /> YA.C. D;X W <br /> '00? <br /> Ploce <br /> 1001�e <br /> C\J <br /> Conforn7 IV 23 29061 <br /> k) <br /> i5unley IV16,*51�9,01V- 1,0B79& YR <br /> Sod-*See 5heet No 16 Foe k) <br /> Paved median Layout Details <br /> 0\ <br /> OF Q0 <br /> 92 it - ­­­­ (5 5� — <br /> -60 60 <br /> ki <br /> De�oil <br /> Ato. /6 For Paved Medl�7n Loyou,' <br /> See -Shee <br /> tab L <br /> 200' ftwrit1w <br /> .............. ... <br /> 0 <br /> 'T <br /> 141 W <br /> Placp 2,2�'x /,?",r .9& 'CX4PA. <br /> Rlw cenif 16'*4,9W 541-8. 2 9' � <br /> Cka 22 C Y 3A.F11 6 C Y <br /> section <br /> ForDekd of Inlet,, <br /> eZir1,q'*.r46"C.A-fPA. 85''Ri see Sheet No 13 <br /> f 1010ce <br /> f'XC_, . /0 CY,­ ,0k-F11, 7 CY <br /> *'tz <br /> STATE FORNIA <br /> OF ALI <br /> Weber Kennedy <br /> llelew WeAvv- *17heq'41 <br /> _5 <br /> co I JiIST. ENG., DIST. X <br /> LEGENO <br /> APPROVED MAY 11) 1964 <br /> 4- <br /> Approximate Location CO <br /> of <br /> CITY a couNty noncn ENGMEER <br /> QUID MARKERS C. E. LICENSE No. 6522 <br /> AS BUILT <br /> TYPS <br /> CORREC`j #�(:)�,I�; BY P.R. W?h-1 <br /> STA. 75 +00 BEGINNING OF CALIF. FED. <br /> G e <br /> NO CHAt�GES <br /> AID SECONDARY PROJECT S - 906 (13 ) <br /> VAR. A.C. OVER EXISTING <br /> DATE 16 _Z6,65 <br /> OM' rhe Calaveras River <br /> North8ani*, isapproxiffiately F 0.17' A.C. OVER 0.500 A.B. <br /> 400 feet South Of this Project at Engineers Sta. 71 * 08 <br /> COPY <br /> -7 <br /> 77 <br /> ........... ........ <br /> ............. <br /> 4 <br /> ------------------- .......... ---------- <br /> -------- .......... SECTION <br /> .......... <br /> -------—........ -—-----——-- <br /> ----------- ------ <br /> TYPICAL <br /> ----­------- <br /> —-——------ ........ <br /> ........... .......... -------—-—— <br /> .... ........... <br /> 7-...... <br /> ——----------------- ...... <br /> ----------- - <br /> ——--——---- ............ <br /> .......... ........... —-——-—-- <br /> ............ <br /> —4- ——--—- —--——-— <br /> -----—-------- -----———--—- <br /> ...... . ....... <br /> ----------- ------ <br /> A <br /> 7- <br /> ------------ ------ <br /> .......... ............ <br /> ——-—-——-—- <br /> .......... <br /> ........... t <br /> ---- ­------------ ---------- L: <br /> + <br /> 4L, <br /> .......... 23 <br /> ---------- #--At <br /> .............. ...... 7 ....... ........ <br /> ------------- <br /> ------------- - .. ........ ...... <br /> ........... -————-1— ­-- —11.-­­­' --'—­­ ­ —­­­­--­.r...'.1 <br /> ............ -- ------ <br /> ............ <br /> 22 <br /> ........... ---------- ---- -- --- --_ <br /> 22 <br /> ---------------- ...... ..... ..... <br /> ..........- <br /> z ------ <br /> -7-.............. - -------- ----------- ------ <br /> .......... <br /> ... ........ ........ <br /> 21 <br /> ........... <br /> 21 <br /> ............. <br /> ----—------ _ ----- <br /> ........... ------------- . ..... <br /> .......... <br /> —---------— <br /> ................................................... <br /> ................ ......----__------ .......... <br /> Z, ------ <br /> 20 ------- <br /> 20 <br /> ici ...................... <br /> ----------- <br /> ........... <br /> _7 __7 .......... <br /> _J(L <br /> 4 —---------— <br /> ............ <br /> 19 --- ------- ....... <br /> ----------——­­ ------ ------ . ...... <br /> _7 19, <br /> --- -------- <br /> ................ <br /> .................. -- ------- <br /> ............... <br /> 7 EXI�zAih 7.:, ft vd:.I�Z_01 J Fy 1--` <br /> ---------- ...... .......... <br /> 18 <br /> ---------- <br /> ............ ------- <br /> .......... <br /> 7_� <br /> ..................... <br /> ............. <br /> -------------- ............. ............... <br /> 17 <br /> ...... 17 <br /> - ­---------4 ...... ........... ....... <br /> f <br /> Y�_ <br /> ........... 7 -------- <br /> ............... <br /> I <br /> f t <br /> —--------- —------ . ..... ———-----------——_... <br /> .......... .............. <br /> 4:__ <br /> �Jj .......... <br /> ............. <br /> LL-i <br /> J. <br /> _7 . <br /> IXZ! ------------- , <br /> ............. 7— ------- <br /> ---------- ------ 4 <br /> ................. <br /> _7 � . _.__ 'r <br /> -_------_--- ------ ------ <br /> .......... <br /> ........... <br /> ......--------- <br /> ............ <br /> -------------_­­_ <br /> --------------- ---------_ <br /> ww,:1 <br /> t <br /> ----------- <br /> t <br /> ........... .......... ...........------ ............ <br /> ---------- ------------- <br /> .......... ......... <br /> ................ <br /> ............ .......... <br /> - --- - ------- ------- <br /> 7r� ---- --- - <br /> .......... <br /> ........... <br /> U <br /> f <br /> - 4 , <br /> TU <br /> .............. <br /> __-.J-.- --1--------- ­­­­­ --.1 111. - - -1::- ­ -- ----------- <br /> .................... -------- ...... <br /> ............... ............ <br /> ............... ..... ... <br /> .......... _77t7777 71 <br /> ---------- - ------- <br /> ---------- <br /> ........... — —----------- <br /> 7 <br /> ........... <br /> 7 1 d-$-j-' <br /> __77J717.__r_'_ <br /> A <br /> '7 <br /> --------------- 7 7 <br /> S <br /> 7 ........... HEET <br /> 7, <br /> ........... TOtAL <br /> ---------- <br /> .......... <br /> .......... -- ­.-----­ -- --- -­- -+ .1 1 ­ - ­ __­ <br /> -----------1. <br /> EXCAVATION J 7p 44 ?171 83 44 1.35 16 4Z <br /> 1 23 R5'" 44 <br /> I sq� T r <br /> 0 <br /> 1 7 26 <br /> EMBANKMENT' SUBSIDMZE 9-:0 17-9 291 9z 449 1 9.? 947 1 92 <br /> 4f" 92 <br /> 1 4?9 92 222 1 92 1 9,2 150 d240�1 <br /> L <br /> 7 <br /> 4 <br /> ,,Ioo,* NOrk-,' <br /> STATION 75 6 7 8 9 so 1 2 4 5 6 7 9 <br /> 90 <br /> P L A IN P P a i_ <br /> ;0 8 c f k <br />