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O <br />r <br />_ ... <br />- J-FAS 543 (3) <br />THORNTON ROAD <br />FE11ROAo FISCAL SHEET TOTAL <br />otu no. SATE PROJECT N0. YEAR no. SHEETS <br />CALIF. S-543 (3) 11970 eo <br />C A M <br />3 X 3 <br />Q � OUN F N J <br />,2 8 lot 8 "All <br />� ll <br />/1?;,,%19. GLASS A CONC. S t r u c� u r� COUNTY•ROAO- YEE/ <br />TONER <br />2�CI. ��..,�.,,.���..���.�..��..�.��,�.,����...�.��.��i UANTICIVIL ENti1NEER LINO. 11968 <br />IT rlEs TOTAL EM APPRDVEb v 970 <br />3 turns at top <br />_c <br />5_ 6a. wire wi fh 5"pitch <br />4.8 tot 8 <br />-Commercial quality PCiC. <br />(6 sack ) typ. <br />S E C T/ 0 AJ D u D <br />C rail tube <br />SECTION E-E <br />P --1J <br />3_Y • ` Rail Tube <br />- — I% <br />I % '�holes <br />Box Culvert <br />Invert <br />WingwaI15 <br />Class A Conct-Struc) <br />(F- 3 78 - CY <br />6r)36 C.Y. <br />(F) 35 <br />CY <br />G4)CY49 <br />C <br />S tr. Exc. <br />6c) 7 3 8 C.Y. <br />91. C.Y. <br />1 S 1 <br />C.Y. <br />200 <br />C.Y. <br />Str. BkFI. <br /><F> 67 C.Y. <br />6c), 140 <br />C.Y. <br />�207 <br />CY <br />Bar Reinr Steel900 <br />Lbs. <br />20 Lb5 <br />rF,4,600 <br />Lbs <br />78,544 Lbi <br />GIV <br />Metal Tube Br. <br />126 L.F <br />126 <br />L.F <br />_ ,... Tailing , T"ye15p .... ......... <br />. <br />. <br />(/J Denotes final pay quantities <br />2 - I "Ox 1 '-3"° H.S. bol t or threaded rod, wi th <br />%2,x to ,,X 0,-9" R cut washer, lock washer 60 2 hex nuts (all gale.) <br />Place concrete <br />D o 11 <br />after railing is <br />I9 erected. <br />Y4 11 x ,3 'X 3 " J <br />E 1E <br />For reinforcing steel details <br />PLAN ELEVATION see "Section 0-1) E-E" <br />END A?QCH0RAGE DErAl-L.., <br />No scale <br />D_,001/ <br />Approach Guard ,__., 6 °-3 °° Max. post spacing <br />Roiling Type_15 <br />Length for payment <br />,1�.,Wl rvB� B, <br />.elo6� ' <br />Awzzl a 7--yA �s- <br />J'ce 454/ '0- 0?/ ice' <br />A. <br />No scale <br />R 15" <br />R=14° _ <br />I I <br />I I I I <br />I I I I <br />GENERAL N07ES <br />DESIGN: AAS110 doled- 196.5 with revisions 012d <br />as svpo%pelted by Brio'Qe �%nnihq <br />and Design Manual. <br />CONSMUC71' ON : Speciflcofiov7s, o/ <br />//ighwoys, daleal c/anvol-y /969 and the <br />,L/1/E ZOAD/NG : HS ,ZD - -¢4 <br />UN/T t5rR-5,55es Reinforced Cowerete ; fs = .80,, ODD Psi <br />Fc = /,A?00,osi <br />N = /O <br />Reinforcernelnt e1nbedinBnl is <br />ruin. / ; e eepf as votea - <br />N"N. <br />4 cllon9 top of wall <br />*4@18" <br />2"Cl �- <br />,1 <br />4" 0 Drain- @ 15' ± ctes at <br />height of outside ground with <br />2 c.f. of stone baekinq <br />j-- oa M s Yz key <br />47 IV <br />• 4 <br />to <br />44,16t. ?� -'-� 110" �--.J <br />8 (-r- T <br />25°im- <br />�2'-4 4- 10 <br />? 1— 2°I <br />SECTION A -A <br />G� <br />0 <br />N <br />I <br />6" Fillet <br />14 <br />'fl Q t8"ctrs } <br />SECTION C-C <br />�# 4 <br />S U <br />� #8 <br />SECTION 6- B <br />f-3 _1V _171-10 _r 811111 <br />• <br />J 1/ <br />8-0 <br />.._ <br />4*6 e1z" <br />Inside face -�a•- <br />z �4 '� 2 _ � 8 --� CA <br />` O <br />liV <br />fn3ide face �— - <br />` • <br />Place V2 " Expansion -Z 2 *8 <br />Joint Filler —y- <br />I , <br />s*5 5tirrups U <br />4°,0 Drain zip <br />4 0 12" 3 an 18"Max„_ <br />C � <br />►-,o� 7 an 12" Inside fate <br />2-0 W 71 T-o t 4 <br />N <br />(Top spocerg <br />C 2-*8 <br />3 -.5 x 6 -O" in heel <br />WINGWALL DETAIL <br />ti ?'fir ,C'T N0. WW___1���_ <br />END ANCHORAGE REFERENCE COUNTY OF SAN JO.�QUIN , <br />DEPARTMENT OF PUBLIC WORKS <br />A-� <br />Mosher Creek Sr r idae <br />EN. D ANCHORAGE..ELV f <br />Structural Datallb No scale <br />.. ,.� . Triple Box Culvert Extensil <br />he(!kei 13 aKcv QL__ n-3�9. _ vaQ�frlrsf- �Foot..� �Pu�f-- -�'• � DRAW N: � <br />e^i:,:�ei a. � ► — — --- -T-_ ---- -- R.Muilit7 AP��ovE� DATE DA' <br />NO DATE DESCRIPTION APPRD. -` ` --- - - - - DRAWII <br />REVISIONS 3% s 1-0 <br />- LE:I 0°I DIRECTOR OF PUBLIC WORKS <br />'TATE NO. 29C-052 <br />r 1 <br />