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FED. ROAD <br />STATE PROJ. NO. FISCAL <br />I <br />SHEET <br />TOTn_ <br />Div. No. <br />YEAR <br />No. <br />SHEETS <br />CALIF. _907(1) <br />7 <br />�Q <br />DIST. ( COUNTY ROUTE SECTION SNo. I TOTAL If" <br />NO. $FiEET4 <br />f�i% 6 � -r- , 1 -f-o 6 - r � . �. X S�J FAs 9 7(!, Z <br />See <br />Rancho El Pescadero .� <br />BR NGINEER CfVIL ENGINEER—LICEN 5585 <br />�`� '``�(,/T �S �F�C� �©!!C• I.!/ I4d hq �r VV6.e 1. DATE APPROYF^ <br />%o !e1nal/7• ,r c <br />V. <br />�� i OUNT'Y ROAD cOIvll 11 �td s <br />Arl <br />� `� �., .---'. `..--� �'i try �• �- '"•~ �'i —' ,�, �j - :_.s <br />d <br />-~ - <br />Q0 <br />ALI <br />6" <br />F <br />15 <br />\\ w \ <br />t <br />o � VV <br />I CI <br />_ <br />/O Forte ir-1� 7 /a i,/ �a� t� O �4 q 'l C] q� �� �' tV Q � - 'g /� % iU O c�1 'd-� �9 q? cV q <br />- - - _ 12 - - r ! �1 1; f .�s\ �.' / 1 <br />— 1 f� i , , � <br />_ - <br />- + ><7 ? / ' #7 <br />Nt <br />� I < '` _r i s ; � lC_%[1C�d1 <br />S fOG 7��G?/ 7 i h � " f r'; f k %j3Q �J 1/'� 2Xt � P 7� U75' S fi let 1 • <br />1 t S f /- <br />7ro 77 i -�`� ; C7, S`Ir�r ; , �� ( 7t3 _% + 7 <br />hi t� �. ' . -� �. hf.4 -//.� O-.3.r�,p Bushe5740 <br />j. q r 4 4—i - 4 # nu In k Q k + �--�- <br />" e r -Ly tf } _ TreEs <br />- „ .� �� �� 5eprlc <br />`ti �, �0� '� 7rar1 k <br />ccr�c, riQ,e ouf Ling - �', <br />_ �6urfira�0 6� Z _- 4a cuf lte <br />L9ear/�o� . <br />�� �r'�/7?O'Yc ✓tea e��CJE'. r%Li/ %� ��`1 r�kA/�f/Eq-W <br />'co d N O cip �9 Q N � �l Q . Y dD O � T 4q 00 o c�E <br />c� l <br />"(Roricho El Pe,5catiero" <br />SM;o2 <br />Sh/p Spike J. P. R <br />S1a. 72¢20 Elev �0.\64 <br />0 5 G..S. / o,,7. <br />VW. Cor• Cork. Abut <br />—vl-5 `eny Old River fridge <br />.51a 77448 Elevl8, 78 <br />3• /V• *4 <br />e5/71P SPIWe PP, ,Cf• <br />-5 � a. (38 4 0 > F/e v 9 92 <br />No fe <br />,,r /0.0) Deno -A s 6o�,1-o D� oo irl elevaffb -� <br />+ Ino�ic i-es p1les b a f d <br />t <br />31oclC 24 Lo- 9 <br />Tracy Garden Farrr,,5 <br />GENERAL DOTES <br />SPECIFICATIONS: <br />DESIGN: A.A.S.H.Q. DATED 1953 WITH SUBSEQUENT REVISIONS, AND BRIDGE <br />- DEPARTMENT SUPPLEMENT DATED 1953. <br />CONSTRUCTION: STANDARD SPECIFICATIONS, DIVISION OF HIGHWAYS, GATED <br />---� AUGUST 1954 AND THE SPECIAL PROVISIONS. <br />LIVE LOADING: H2O-S16°-44 <br />UNIT STRESSES: <br />REINFORCED CONCRETE: FS = 20,000 P.S.I., FC ® 1000 P.S.I., N = 10 <br />STRUCTURAL STEEL: FS = 15,000 P.S.I. <br />PILE LOADING: 45 TONS. TYPE: REINFORCED CONCRETE <br />REINFORCEMENT: EMBEDMENT IS CLEAR TO OUTSIDE OF BAR AND IS 2" TO MA I N <br />REINFORCEMENT, EXCEPT AS NOTED. BACKING FOR HOOKS IS FOUR DIAMETERS, <br />EXCEPT AS NOTED. <br />BAR AREAS ARE BASED ON ROUNDS FOR LESS THAN I" AND SQUARES <br />FOR OVER I". <br />WHENCE REINFORCING BARS ARE SPLICED THEY SHALL HAVE A 20 <br />DIAMETER LAP UNLESS OTHERWISE CALLED FOR ON THE PLANS. <br />BRIDGE DEPARTMENT <br />DESIGN SECTION AA <br />Project Designer , <br />Chief Designer —� • ��� <br />DESIGN I By�i>.i P?aChecked <br />DETAILS I By Checked <br />f% Far, l 4S <br />STATE OF CALIFORNIA <br />DEPARTMENT OF PUBLIC WORKS <br />DIVISION OF HIGHWAYS <br />,8R /DGE A CR0,55 OLD RIVER <br />QUANTITIES By /1-7,r' CfecLed �'• �i 0U Y �...f A f / ON PL A/ V <br />SPECIFICATIONS By Plans and Specs. <br />Compared <br />N <br />7ll11501( <br />i <br />::Fels - -- --- 70 <br />- <br />Approval Recommended by Cifil acd Structural BRIDGE �9C-Z� I FILE I DRAWING �" `� <br />--- e - --- SCALE f = -c� G_ � <br />Engineer of Design Lngr. License No. __ ___________. <br />Pi2EL. DRAWING No. P- ! N' , I I ( I <br />