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X-SJ-FAS 906 ,Geger�d• DESIGN CLASSIFICATION D T11 orv.' no. S ATE DURHAM ECT NQ riu�e A'o. tt�Rtftl 440 -78 - M - 60 7 CALIF. DS-906 '121 1959 2 13 /OWs = P/anf-Mixed �'urf�cinq Sec. �� 1l�DOR RNa1 R CIVjL CNdIN4RR_ COUNTY 0 SAN JOAQUIN U!3 = C/rlfr2�I`ed ,Baste '� /5'/YI /m/�o/^feca' �S'�bhase /l��f2ria/ T.1S. 6 E. APPROYRD — — — — AuOtl-sf !Jy /95a \. J Construction Ciw Ety ROrdL00Rwii oner ce 77 40 40, so BEGINNING OF PROJECT STA. 0 - 08 STATE OF IFORNIA 10! _12* 4 8 4 0.21'x 24 PK&over 0.5 U.B. 4 8 4 23 lot P.M.S. P.MS Dist. Dist. X gl,' v hgjaarr Approved .-11� 195 � AtSl;fianf State Hi wa f I 0 Q i I ( I Q I i Engineer of iqn 0.08 20/ 2% 0.08 1 Civil En Inser liwnse No.%A f i A. Fm roll Q HENSLEY dor. I I I. /�ARR/S C. KN/CHT A. ROSS/ I z , •! � i 1 '�^ , SOFYICe $f0. /T/W , I I --, , , , , I , W— , � I W I 11 1 i i 1 i , , 1 I It AYfk M r h Vor. Roo4my Ex. or IS.M. I :� �-_ck �, � 1 « # � -'-I`•�- - c L---=--- -- ----------- g -COns1 -------N.9'8'8'N�- -- -8?59.00' -----------------------------------------=-=-------------------------------- 1 �I C.a --- ---- - --I------- 7--- - -i-r-= , ------ ---- --7-- -- -- r------- 1-- -- --------- ------ - ----- 1 ' --- =-=o , , ;4, _ --� --6-----------7-------- --9----= 0-- I- --2---------3.--- -------4- g -- 16 ; ----- (X_ S. J - 9 0 131 -�----= - =__ -r! .-, ._tea f 6 I 7VALDE'd k I -� •' _._ mak— _a_Y— . Ix— --�'_ 1 kl x—z x 1 1 1 z f 'f x'I F x—xTz��—tit I z z—+f—z—z k— l�TYPICAL CROSS SECTION �; Ij � xllII �SCALE 1 s 8 I I— �ttE.LE IS i "}RR.DUKEI i Q/LA AWS �Bf.ausmi; ✓.BQ PoRTER F. 61!ELL/OT cc M. E. COMES I I � � STA. to STA. A `> I 0-08 1650 6: 1 - - - 16+50 18 +00 VAR. �' N 18.00 37+00 6 : 1 a a 37+00 58+50 VAR. SIA 58+50 75+00 6 : 1 Sec. 31 75+00 78+00 VAR. TI&R.7E• 78+00 211 +00 6 : 1 211+00 212.00 VAR. x . . � . Sca1¢�I°100 0' ELM.- I B.M.-2 B.M.-3 a ' u Set OWseled W Top Curb III W. Co r. — - Ship Spike in PP, L t. _ _.� �_ Ship Spike in P.P. L t. i i - a ' Sta. 0+39 E/ev 24.421 Sta. *05 £!ev 23.08' ; Sta.9040 BeY 2360' 90 d f hU a I -_. .. f ._•_ _._--.- _. - _.. _. _ _ _ _. 29 - 29 - . ' y 28 28 FT T '17 p - - ` I _ ! _ ,z 41F 27 :- i I — — 27 CV Elf i ! B I I.:•., B Ah 48or Ends /gipped i2"wrapped w/th"`kj wire 26 l __�s uj1 =o { ; 26 1 Coi1KRETE I Pipe } e — - -- 3 { J Noco 11—CR . 3.yrs 6" s% 1weh ways 25 _._ T _ 1 - �I-1 f(W6 24 _ _ I I Lova•tells ti,�a i� fi►b alrfiom � - - j / � � �- 61Q g _ - � c�► ! 24 t Q� COMM PLAN - ---- --- - - - -- -- ---- - - -- _... - -- - 23 - t _. ---r. _ _ __ _._.. _ _ - _ . . �. _ _._. __ l �_ 23 I6V / b of Covar+r 22 3-0 as w Exist. /'5- 21 - - p _ ... .. _. - - - - - _. Olt 21 tett Dr# Gr- e L -a a - # £ t t _ } t1Yde Heid/e to dropir�rcewr inc�orW I _ 0/•1' ' � 20 x2 x8 Plate, - .• t 19 _{ L _.. 1. _� - '_ .F _- ___ _- ( . __ _ U4 w J -. V •t K J19 -.. �/ A ` �r p I S �D tl i a cw Nv o qr _. d7 e+ N c� N _ 18 L. ILf� a ' $ oeN ® ® oe : � ' a Cb E 17 ; �I v cid -� s� u�iCh u' 'h j17_ . L -_- ,• r .. 6 Oro /n/ets will be cnnsfructed =� ch { _ -- -- - -} t - 1 p .na .- • .� _ . ::.. ._. sy'. � ` ,rte ui e.i v([ f t4JJ ss __ why { . ..•.�s] ::.A':•.4 � f''" °�':,� :A i _. J lir.S� SA . _ W - - Wf�. �� M a • a ♦ • drt9�letars. --- __ .aV -•'mss !t w- .ter. * ar a" au K - -r _. - -s, a - w t_ • x_ t. - ' �7r'f"'-"_'_._ _- - -. 6 Z-O i 6 Ape p,ty /24#e.4.S f! " vI-� moi a+ `= ( OJ m4f Provi:rion JAts// be made for Aorop ,.i - - �, ., 3 " - !n/ets to disc/rsr(ts Into the top ofexistin4r _• - s - �'� = -_ " _ - o = _ -L.: +' asm AIN ,i `�- " as o. ® ©_ v-g' SECTION 8-9 £LEVAT/ON& SECTION A x-DrDirfs. - _ °; a s o a 2 Drop /a/ets will be eonstruct` d _ R� W�� ' N �.,,�P��i �o -:3K ' Q --- `a - 1 Xi q ► as shown at station 75 *00. 9 b a o+10. -i SHEET - ' K ami ail +� • o -� v a v a d• e _ D�4'aP ltl/LET" TOTALS ' A19T TO SCALE EXCAVATION SO 0 8 IT 15 II 16 39 92 140 149 176 201 207 164 58 1373 EMBANKMEN7 26 77 73 60 51 1 34 1 17 1 8 1 0 00 0 0 0 1 30 377 0 1 2 3 4 5 6 7 8 9 10 1 2- 3 4 5 16 I'•'LA?r F'1.,N-FRCe"Lc KE_iFEl iu E5ZR CC', NK',h'v!ry-pn.