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HomeMy WebLinkAbout5285-8 _ _ _ _ _ • rY . t , y' sen.NOAD swag ►I OJ.No MOW- sH TOTA1- ' Di V.No- VIA* No. OMITS _._ .I D84� -2(7) Ui✓/7' Z 7 , CAUF. 112 /JJ See Note $Aa • En-tbecimerti- Zit min.. Den. Cou.nr / �toun fscrtoM Moray tca�n b� CW, s ; o : ' Bc r- ccs•aifs rnc� �e v iir:ec'' Vl ' S8c1 Co. Roa� 8 9 ,n in Incnrrnenfs o 6" - } LL. Layout Hine /�,•4�/ i �. X11 y - - �' # I B _moi � Naar WI Gat Swassao -L CZO-i SNs s SaillriRablimpli �_0 ` it Chamfer _Yr e q u:•✓ci '.e n i- Daft Asonovtr 4C ro.e, �Q, /4 las?? ' Rubber edge fin:: h . 1-' _ •3c ' e -• yrs wii.h use Rear o--cemenf for N ' 221 20, 18`T , ,., r i Dia.. - Split ?erm,tted 20 "c ba:- diornefers- �` r. . , . , S Wa't� aibp jr j _ .,.. ..... LAN OF WALL ,� Z � { o �� • t WITH DETAIL W -- I • ,� { (---r Exp, ,}3•. Mc�t i . 3 Q - _ _-=. * 1.4 S' 8r �- - 4 a 3611 _--- O7ttonc1i when 1 a 4 " cIp oved by Me he E nC i n ee r . :57-r---- ti .it 1 • See Note A' below. b-, �. PLAN OF WALLWITH �' � 1 -- r • • - , 1 -� � EXPANSION JOINT ONLY Short 1 0, , "Ns. H • :6 ' - ' � ; /Layoafi,:if �N' i Exp. joint W required 4 i T 1.A' ._ :iiiiiiiiiiE E.�cferor face �" batter i : t Short �. NN4 !-1 ,t 1 cn".� _ — _. "? L {Icr)ci \ . V, `---�' I TYPICAL LAYOUT EXAMPLE 4e !as . -- • I:2-0 tz� :2-Q �. t it , 2 C, !, ....., Z•p Note : Oetais not shown Same cls C.3 .►41 - l i I Shown in section with aprec d I H = :D, �� iZ footing .' ; �a 9'_6+ o .-{ G 1 Numb¢r beside ° bars .9'-011 --� [ ; 9I-0* r indicates distance from a' 8-9 o 0 :: = 3 top of foo„r�cJ to upper • 1 4 H ZZ or le ® e 8 for I co 7- _ , Q 4_ ,r , ' ' S --` end of Q bars. + Shur, ct ?-6 r taco-Mori 1 "n t- Hr14 or more , • t ! see Ta b ie . , . tom- !'•-- i ; H a 6 8, for- t4 burg_ i`'.._.__,-* 5.3” ,. s ® e i 1 I loco tion t t Stop Q CiZ Q�• 4'-6" H 4 t ' - bar,' LQ out line-2 _ see To bee. "" i ^* --- '- — _ _ _ �. 4,YQN I , 7 - �► . bars f ' Construction Joirt. j i� I 3"3 Ill4 bars f I i . , , 4 bars TII f FOOTING STEP ?bars i; _ ... ' * _ ( ' ,, e A. t\ii , . ! . 'Locate Orn+ � ± + _ s4 i t' "7' 8' "� , ,. " ' �'� � � 3 as detailed, �• � � � � •• � � i! ��' � ��� 19 � 9' t►�' ;;� t5 '5 'h j__17?' � 3" 8" ,t2' '� 1.24P Z4� 36 ..i 36 - , etsew here 50 - ctrl. max. Vr111 4 - ` . v -f es 4. .., 7i� , ` ' Lr '� _� ' ASBUILT .., VA � � ELEVATION Lever- , wi+hou+ surcharge. tB I , /nal jet..., . _ NO CORRECTIONS BY7&JL13 -N ,I4-04 1-1 - Ove,- 12 ,� Opfiorxxi Key--IN u) -_ ! �, �,,,G 0.8 N i2 or !es5 CONTRACT NO 59 �VC%G FI , 1 h R d I S ; Place Detail w-f as 1 TALE OF REINFORCING STEEL AND DIMENSIONS x 4 .. Q ConSfrucfion ,point 1NIZ shown when required. ' � >r+ ' 4.6. � 5 h 24 ' 221 to ' t8 ' 1 16 ' :4 ' t2 ' to ' 8' 61 �--- Q , 5 *, L 'Z 3" , , 3 .` ,01_31 W 3'_ 3 " 8' 3 " _� 7r3" 6 3 " 51-311 41-3 .4 3u -3 3' r11— - 2'-3A- -- Cw ' • I d �� ��+ S -� • A� T«.._ , 1 -." 1� N 1y � /t - ` �, � 1T ��� �jI-� N r�1+ �11 _..i._ ; { - � _ _ , « 1 O - � Exterior- face I 0 _.. G - 3 9 3 3 -__-- - - __ --- c __. - _ --t_-- t a o W W 8 8'- 2 " 7 b " 6`- !0" 6'-,." " 5 - 6 4 - to 4-1---Zs 3 - 6 z - ,o Z - ? 1 V F 3. -4. . Ft t' 6 " f'-4 " ! - Z i - Z ' - ' _Z —1 '. ._- _ ' - z 4'YDroinse151max.r PILE POUTING SECT UN SPREAD FOOTING SECTION cOncr¢feP ,e r - 7 - s - : s , - 5 s �5 5 - _- . -5 Is 1 above outside round 1 6 5tee 1 or " , " ,. " ` surfb(ce. SI a '� Ke required except when T , - " , '_ H , _ op lam' foot.. shown, _ _ It- Not call piles see 4 Timber Pi =e • io 8 8 t 8 8 t 8 t 9 9 11- 8 ' 11-8' 1 pile Ica out on of her She¢ t. mound unneceSsar9 by the EncJsnmer'• S -0 % -- - �- , 1 '• " W �, j, q - c !Dors = 7 17 7 �' Z7 5 i 1 - 5 5 _5 30"_ k - _ � _._�- ----_. t I: ' 3•f ' *IOC 5 ' #!O 1 tt4r t0 e .LSA*6 , 7kt. 15 $ 8 *5 13 tZ" *5 t 4'1 �5 e 3G 52 36'1 For Spread fbottng, bvlckfr l f ) tt L - ---.--- - � RIS n. � � r tt � �!t c � y+M # , a #� s +7" t rs t i! it+ ! � Sufficiently to prevent ponding t b 11 r tO 8.4' 1110 v 9 9 t t yZ 9 cm t 5 ., 7 8 4 5 .� 4. . 5 36 5 ca 36 To be clone offer ci vuaf¢r, Filter Mar#trials - -- - - ncmovcxl of were! forms and `' - _ • ; �:1: Conchfion A " CIS+nous 3c.£ per. /in. ft. stop �- -, e It 4 - '�7 8 - eT 3 - $ e7 tO- #7 :0 - " 7 '.O - # 7 ,O - '� 7 6 • °_.-l . * � 6- #6 before backf,,trnc3 behind t :7 when vual! ti+ is 8`or- less - thc wall 1 :•51:::: o t i k - condition B 9 c.f. cit eolch drain : ., = . Cor+dition C ! 4 c.f, al each drdtn . . ,, 1 i f'se+ cls follows Exp. Jf. •i`fae� •line • For Spread foots NY") 2N)771"` Vertical to of 3�, . 16� r-- Form line .f lack concrete In :9 f i H 3 1 • �---�- toe .ag►ainst undi8' �- line. f �} '! �.8� . �4. ��, --� � BRIDGE DEPARTMENT STATE OF CALIFORNIA Cur beet r cite r is -0-- f H * Z4, . t I r !l r;•.��LL .` No ,.e • , • • DESIGN SECTION • , • DEPARTMENT OF PUBLIC WORKS e ccepf OW ,ocrmrf ted Stena as H ZZ . 10I�/ �I r) IN . 1 wish exp. ,j f• .�. 9 DIVISION OF HIGHWAYS H la .08' vitt_ I © ala t 1 unit. %JI . n Proj.d Designer �� by +he tri nee r. Constructed1 a OVERHEAD N = :4 .04, i - no exp. Designer .�.� CITRUS AVENUE I. tl = 8, .oz jH = 4 .O D[SIGN Pir ).e. (. . ,,., 10-S/ cew z daft- se„°ri'- ii/57 4ffsef line * oorrn line s7 �v� "/sem DRAINAGE AND LOADING r �G � � ` ''- , FinQ� front face ouwNTm�s •► �' ala /z -,ry c''d"' ,c� �� �L r� A � �, SPECIAL CANTILEVER RETAINING WALL NO. 1 QFFSET VALUES PLAN OF QFFSE T LAYOUT• — SPECWICATIONs I Crowed . • WALL OFFSET A.,.�..I>�.cU-- - ►,. ' • nen-e r�t.ntt►r ,. _/ _ •!D..tp �a Um=1W _ On SCALE N o N E BRIDGE 5 4 C-64 DRAV/Ke .� '7'. = '"° , I. f f 1 //2. ' ' . PREL. DRAWING NO. P-_52,77 j, - t.', _ - i, , M+r.OM-Mer P * IMI 5285-8 -i