Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1992 - San Andres Avenue
T :SIS I _ _w _ y ,� ALL WORK AND MATERIALS APPURTENANT TJ REMOVAL, DISPOSAL, - l'tf i:I�a1 C f�L L Y /� `-" �j},� MA INTENA NCE OUTSIDE THE A PPRO tlED _ _ ( r REPLACEMENT, ESTABLISHMENT AND 19 O � t O AL POST `#" , s ,, . "P �' _, T F CONSTRUCTION SHALL BE BY THE CITY OF ATASC'ADERO OR ITS DI COUNTY ROUTE , m -4�, "��` � f= F' f Iii I 'U ' T � 1 . ; 1 olri -WA LIMITS ,S C7 CtJ TOTAL :ECT W) I jI OI x I9��,,�y AGEIIIT AND IS NOT A PART OF THIS CONTRACT BID. 111.�� OGS �,�, , i� �Ap JVS��q �,*(Z C4NTRACTCR SHALL BE RESP(NsIBLE FOR THE REIVitJ tJ,AL, DlSPC7SAL, AND 'F'O ��`�' Tti T�"F' S� e`'x,� 05 �' PRO TEC TION OF TREES AND VEGETA TION WI THIN THE APPROVED L IMI TS of 7 . .. 1., O'`I' �,< < 1.1pl, '`` �O `gs�� IO c CONSTRUCTION DURING THE CONSTRUCTION PERIOD AS DIRECTED BY THE CITY . .' , 11x 1111 �d . "TRAI 11ITIC LSAT, A �'®,L, �'; y �9 �`1��`r-yy7i �S> �` c , ARBE7RIST _ REGIS RED V 11, N TE CI EI'IGI ' �' I t e r �� ��O �r�- '�`�� �`� t 1.l�'gJ.� . �11 O, `�T,Z, C, ''I'a ], �O cACZ � � T U .�` r� QF " O �/o ~gc� '� �`�' . * .�25' oT l T LFI fS } car --_ `�� 00 c3�1. \; _ _.Qll#`i�l`+ITAL Il"l`Arw T TYI'. a ,r' s �.- O �-�is -s'`'ue '-�� �h% �'�� `sem `', - \ � �V Exi��s�, 8' i/C . g L� NS APPROVA,� GATE ,� 1979 �.: � \ % ewer lri�e 1 f ®"- ..,.•.•........• 2 .7 / $ g5• �R� . ��f,5%' X D 3` 4 H.P. GAS / `�'P :•\ s 1 • :' \ i � ��1�5 i Q �" s'tee/ C� ir/ 2� p 1 � o0, m . , ........1 30 �\ 9 TA Existing Fence \o _....9� LINE: �` 0's ��lN A ENT C1V41= `'•t ,� \ y 8�•°° g��M .��o of cap- r� o o S 1-f" A oh o'6 4•. K ,r . nn ..• G o REQ M rrop- ® ��� Rin f"� 1 "' `�. 0 ,/� E \ „.. P -- . . 1 f ' �i J P T W C I � • o$-.Ia�' ' : EX�sT �te • 1. �}.. . ...".. ... .. .. �. �. •. ".,� '. �. •- 8e4�'Pf3OXIMATELOCATION.OFEXISTING.PIIVE�, Ti�I,�C•�T,��`�,1'`' . , .......... QA .. 1sshe OVERT e 1. 2 PR 3R N !-IES OR REMO VE TREES NL Y A S NEC'E t, y" T 1 11. , ` I .. N Design Speed,. e... 35 rtiph - - Drr ve Wa / WiREs . es f�lA L L UNE A C Q . F R Y s � V. . �. . c S � VIE�/v � MBG - _ ... .... \ ISTING FENCE To BE ! `XISTING EDGE OF M ~�-� . . ._ _- \. 3 X NEW EDGE OF A.C. - :Q th PAVEMENT �-- --- RELOCATED AS NECESSARY A.C. PAVEMENT' - .. . IFl,.... i , ( ;. / • •}• E R • V W . ___. /v(RIW)��C sle ,G. 3 ,�� Ig Wa •1ww••_• ..•.,,- 2•.�-� . Y !y ' • ) • • -� I ieserl t x t i1t'1 s ::"44 w :.. Ld .. .e 75 .. '�. r. W 1 HEAD AL L 1 ♦ a , e ° , s • + ,,• • s , e• • , s 8 QQ• • ... • • • . • • :.. • . • • • • .. :::::a: , • T D OF PAVEMENT s'so ,� EXISTING EDGE EME � } P \ \" • R SE \ , WC /[ , \ u r� a 1 • p .-. \ � :� 1 •E+� l ad a i u -- r •:• 11 I�1 P 7 Q y�y`�yy^ o •• • r• ^�,. •• .•. •. •. •.... ;w'`M;wr-r L,_ \ \ �asN\�� a \ \ r r - \ 'o\1 II 11 - - /i/ •r u` i♦ • • .. .. , . .. .. .e. . .,.. \ \\•� \ .. \ it \ - \ r.. ., _ _ .. -. .. . • • .... . .. • • • .... .. • .. ».,....,.,.,.[.. s+ ry ,� \- . � jJ Q . \\ \ �` , \\ // 4 \ / ,xi a \ Il \ \, c'.' �~ r \\ II fl II /6`/ � / .. • : ; • :e : \ o. 1t \\ _ rr \\ \ \\ \, ," r \ \ J \ OUB . h q lJ _= l! / ri 11 /i _ 1\ � / rr \\ (b rrI ° ee� , . ,,. • • •• •a • ., •• , •• • ,• r• \ \ \ - \ \ "/'� I`� -. \-_ i a.p'\'• y"•- ',� rw [` \/ r/ \\ .1f r // /r rJ.//r // r \\ Y {/ ride : p*•f�roa hes • ` .. .Er?- . ... . •,•. _ _ II / \ \\ I' \\ \_, a . -; ; ,, , ,\ ' / , _ _ , \ !h -i- i"' °•e'•'0 • • • • • • • ° • ♦ • •[ • , • • , • • ♦ • `.`.^... •. • JJ \\ \ " \ / \\ - / - / Q , \\ // ♦ // \ \ 11 r / \ \\ r r JJ / =11 JI -• / Jr II r '. B '.. , \ \ , \\ _ \ / 11 // '� 11 \ I! a , r I ~ It /j Ii / ` 11 \ "r /r • V . •. �'/ .. •• • ..• , .. .. _ , �/ it _ 1 It r r ( '/_ / \ \ r' _ \ r r r _ gygyyY • •�' •.` \\U \\ \ / _ \" \ \ I i/ 9 \ , I SII / / \ r\\ r_ \ L^ S.s 1,4 - o //'S /jt.,. , jypt�} ya r ` , \ \ -' /i / / / / _ i / r /i ,1 r , 1 - /i \ / ! r - / / i _ \ ! / z\ _ / ! 1 1 / i 1 s \\ / 4 \ it / / / / -' % \ / • s • • • r ... .... ,. ... ,. , .,.,.�._.., ti x / / t \ II `r / n 11 // \ , _ �^E r./ - \ ..;}` \ �.`>\" .�"'�1..H•"`l\ \ , � _ \ a�li , c \ � \ / / - ! I r = 11 G s / Jl.:• O , ri '/ \ i\ - r J . • .., ,. ,,,.• .. ,�,.♦w • � \ , // � n / 1 // / '/ / it /... \ / , / .� \ r s 1 -.\ r 11' acs \ a \ , r =• / \ \1� \ - 1 Yx r r r 11 r 11 / ! /~ \ / �tl / \, r \ \ \ \/� 4'r f' / I /� 0/ , ! / r I \ ll. I / 1l / . >� p:. 11 _ }�{} `\r 1 x / / ff �ry fifl i . \ r / •� „".. . a � '�\✓ \ G r ,off \ / / \ '• � • \ II 1 r ' •s+. r 1 I \ / � I �� r.I 1 / %"'? _ _ 4. / \ / I r 1` 'reg[:•: • I "' \ \ � \ \ � � r \ • 1 CMP _ . = _ � it , r \ \ -x ! s I \ \ 1 U r / / r - I a\ I _ a \ - G 4Y,,uu r 1 ! / 1 / \ G✓94{C / r it r .- .- •+�.,. / / r / , ` / i j /� r / s_ / / �1 Q °••'• / `/ 11 / \ \ CATION V � I r T N °� \� r / APPROXIMATE L .:�� . �.. _ _ _ _ s I _ _ � _ A l 9 11 f \ 4 yi \ r \ \ / N \ 4 \ 2 r - .t 1 / \ - �r�"�S'-=mss°• - 7' \ / ,.. \ r / r / - f, i \ r 1 / / / ! r r / r / (r ! 1 1 \a. / \ / M �� _ r ru/ r rye O r r \ T IN _ � H- ,_ 1 _ AE E _ - \ � - \ \ 1 - I : h = \ a II r - r C! V \ t r 1 / o \ \ Q \ \ II r- - / dr/!��, \ / It \ \ / \ / - r i �/ \ 11 r .� a i \ , It \ - \ / �\ / /1 -// / r/ r.. \' / + fir. / 11- .� \ 1 \ / / / ! / �! / \ -+.E r a \ / 1 \ I r r 1^ \ / ll \ Wit.! \ / - \ � '1 r \r r \ ° A' .• � I dt � !ice \ .. / / / / � !1 a , , 1 i r II \ J \'• / r • e ° e•• ° s a •• • s, , ♦ s TZ--.. • , , e 1, I'. •"i• • • , , .. 1.r • . ... ... e e • f e r • . , • . .. • , ^+---.,.._.. P i - t \ \ G 1 rr 11 _ � / r 1 r // / �` r- / 4 / - \ ` s: \ \ t 4 \I p 11 II'" - \ :� 11 `- _\\ \ r� �_ // r - O / / / 11 •a :e ; 1 / t / / / r r r _ r - 1. r - \ r _ I / t r r/ \ I ! / r \ I / 1 t it / ! � \ 1 \ \ i n 77. / � 1 r \ r - \ 1 \ �r / \ \ a , / / ! • ,r• A c%. lJ r \ r -\ r i •`R rr �l1 \ .� `\ / / / .. \ r / r/ / / 1 \ I- r r / , r I c:i%, I 1 / 4 s / ...... r t 4 / / s I p _ s�• « . r r: T \ • ♦ a • e , • , v , � e • • + ° • e s , • e �. �r \ -r \ ` \ y• �ff�.jjy Q '•'• • l - Gid /n I 1 / rr - / I . • :.q 2 G ``� '� 3a GaPprtax l oca 10•h � / n C. -' 2+23.61 `>`>•' _•:: � � • ..... as Ta / \ , \\ " J, P / ::: #c Ada p iev 8 aaK 11 1 ,x'. • c JP �'' � z _X v ¢ • NEW EDGE OF PA E ENT RP ,� •• r-Vg v ,� =z m. /a' a ..�'ee% - /• �. �° 9 e �•'' /�� f t?! / 1. _ ,� J /l1. 8 1 XIST G FEN E 9 r' 0� R P TI E IN ��• .4 ••TQ It "�LIJ Rt7`7"EC ®N U R s� - I UNDLRGRO ND �,�' EXISTING ••:� �: Off/ � TO REMA W / �. r -� �� s . sir ••..5 Foy ©�- s ` GAS LINE / • , : �',:,•,::::� %\ % � I,vfecll � 044 �'%% 1 ` .�r'i;�f . o -A 1 Xe.*? >ar. �' 1 �% NEiM CONSTRUCTIOiv CENTERLINE SHE" s' / D . . _� �o imtrix , 1. �`•%1. 1 /..%1:11':•' °• ''r', ` °F CARMELITA':' ..;' '•; .� `'\ Z. c ' ••• To f Bank -A s x �� :1 ` I. Too:.. o f Boni •'.\ ���, �� ,� �� ��� c�s . 1 +,5D" QO BEGIN CONSTRUCTION __ '. '.. x I� � >, 1.y ��, -9,0 I/ q 'Q(�, ,MATCH EXISTING ,1: :•• �a `. �2�` �.°_ ` Top of Bank-s''`Q.s ,4i rj ,� - •• G `\.1. 6- - - �� a cam- o ►�::: ' :'''' • '`I6'l/1�r� �`':� 'N VlRC7N/VIN t r4 t P ER T/0l1% N '"o Qa lQ I 11 :: �`': "_:. �` `s'�' RES VA U TES ,.- 1. •.. 0 I „J l� 1. i`I 101 Al_l-\>l: T I `d':. Al' " E / ALL VEGETA I 108 / .;�;•: f �' TY ♦ or`� L 1 hI = TION REMOVAL OR ,. , �:: m ��� >� c_:::�c '-'DISTURBANCE s RU _. T': HALL OCCUR HE \'::�•: : �° •�': - , t lel: ► -T 14#I TY: APPR(J 1lED LIMITS C7F WITHIN T • `-" Via. f- '-� f td F`U -�i I _: lr: r-43HT--Q �-.% co CONSTRUCTION. Nf Ti4EES SHALL 8 • f•'.... .." • •w." • o :% :e;. ;;; ' �:• . sf Ff QIfi�l %�i�fE PROJECT SITE EXCEPT �, E l4ENiC?1%ED I /''". W a� THOSE SPECIFIED i:11rJ THESE P EXISTING CENTERLINE OF / �! :..V, %%� ESE L A 1! S: �' 2. AI < . CARMELITA. s...' ~,-.:•:•:•..•: 'p F, .. REAS DISTVRBE L A OF D B C? CREEK. %' °�:�:'t1::: ` c'JN LIIVII DE ' wiTH N A IVKS A L A S(T`,4 '`;; ': '• , ` '`I/l/ F �C- THE CONS TRUC` TI TS oNG r A T , I ("�" . . 12/ �Xi .:. :::::: C E'L I TAVE e syr. a © ©`���'A �r/sT%c WITH L C C/4 L L Y OBTAINED ALL 3E REPc AIV EG B Y THE CON TRA C TOR LJ... .. i 'rf`::.•.: • AINED CJ G' WILLOW CUTTING (SALIX LAPIOLtEPIS, SALIX P' %-. • EE• ��-1 EE'T �'i�� s® `� ���' `�'��a�� LAEVI A TAU A T 6' D. C PER TH / \� // �'�S REC2UIRE CITY E SPECIEICA TIONS. ,"UCH PLANTINGS WILL .11 . `�` / `� // ?' �� ACCEPTANCE UPON COMPLETION. / 5 /j '•-.•., / G'or)s1,,-41 ` G ,4. e Ramp ala yl -4741'e /4S TIDE t_: I T'Y OR T � AGENT SHr�1...i•._ REPLACE TREE` 3 AT A fxisf/h•� �p -�" i� Typiea/ ,80� .S'iq'es X� � 0 9 + . I ,, / �I // of 9.39/ or le.sS. 00,0,264-aef r�a,09p S=AT I OF 5.-1 ,WITH SITE SPEt� I F I CSPECIES IN Af_-:�::O `D-� �SawCul Gi�� �, i6 S /B2 f 17a' rd ,PI7 N8 -r6 Al'�11_:L WITH " I TY O1=� ATASCADlwRo ORD I NAleli� �� ��� :� 1 ° � �5i --p►/ 25 - C . // .\U� ease a a.�t,' inn®c�'i�i j`or Q os�e - I 1k /j.' . � � Q'Irecfion Qrl��°i/ca�iorz . ' '�� 7�arres 12 paries / X,0O / � R W ,� / / . '`� / J ` VARIES 16'-0" VARIES VARIES VARIES 3' -0 VARIES �fj�u/� I Z , e/ Zal) e /2-4"'� 12 f 0 `f VARIES 11 §' . �/ �~ 9'--0" 0 12+85.78ij L' ' 4' - d' o 12+85.78 d'- 0" 0 12+85.78 9'-0" 0 12+85.78 NERAL NOTES 9' t �Tn 0+55.91 12' t ®T�0+50.40 SEE PLAN VIEW TO � l TO TO TO " " W r X. GRADE 13'-0" 13+7.fi.00 I I 0'- O" 13+75.00 1 `01 •-0" � 13+75.00 13'-0" 0 1.3+75.00 5 -0 10+93.41 , 16--0 ® 11 + 13.67 ¢ dill and grade 11 to provide uniform slope from. top of win -wall to edge of pavement. l� �" �.�•I //,,4 C �/4v��Eivr ovERZay SPE �;6^ // 6 • � � OR 7111e ''N,ESS AS Q�r,6f�61/NEO BY .5 � > i3• Pavement "1° "Markers, aid Traffic Lines. %$- lv � ® I � �' GRADES sf/OWN ON PL4N � • � � Ca: rt elita Ave: From Stat, i -#- 3I existing liar -Stogy, stripe centerline per 27 _?x 27 2� x_27_^__ l --2Y ( 2 � ? .-_ , � t 0 to CAi,T'IAIs Std Plans A20 -A detail 6, _ ----_- _ ..� _-- __ _ �: , BEGIN METAL BEAM GUARD RAIL I I METAL BEAM GUARD RAIL PER to ® :° ;: eltate7CtSt g` tt)p .S�gn:.nsde �lF3GR as Shown on plans. STA 10+55.91 PER GALTRANS ®® CALTRANS STD. DWG. TYPE 1 ' . 4A ' FLARE A79 -A, SEE PLAN VIEW. "$ U1 , ; CK g 1 estripe' e ist Bar -Stop, "STOP" `lettering and Limit kine per STD. DWG. TYPE 1 FLARE A79 -A. lyI 3" AC PAVEMENT TYPE B !�'1 ( END STAT/ON 1 + I i, J5I 3" AC PAVEMENT TYPE 8-- �' . ALTRANS `id Plans A,-241 . 11.5" AB CLASS Il • � ` 11.5'" AB CLASS II `-% � � a � � ^ , � • 10+ :oo to 11 + 11.95. stripe centerline ' r 10+50 TO 11-� 1 �3. �� % 46 1 � S\ 12 -85.78 TO 14 +25.00 "' ' w 4 M San Andres A sour. s Pf" �. v v a .11 AI .LTRANS Std Plans A-20detail b. From stat. 11-x-11,'7-5 to � k � �; � Ty/�it'a/ ,8o�h sides h .� � a -a o a `� 3 14+95, :s ri centerline per CAL`TRANS A20 -A detail 21. C `b � 6� �11-1 I � � 0 3r. G� tJ� ft � q) %� C P 1% 1 n / -�' 00 'z x c a C.," ""I'lte existing .$ waterline along Carc:�elita Avenue shall %e potholed at sufficient locations ,� 1� I i yCL 0 within the limits of cons.tru tio�l,to determine rts�de t �pr�or to construction• Coordinate R/W � Sa`i�-'" � ,�� Rey � 2 ,^ . RAW o potholing ar�d ctstrui€ah this area Atascadero lwiutial Voter Company. Where VARIES VARIES VARIES 9'-p" I (� 16'-O" 16'-0" 9'-0" �' reconstruction o the -road d will , 41 z 91 re'suIt ,in less ., than 3 ,; cif cover over the water ine, yaries� . 2 Paries �` o . 13' 0 10+00.00 12' 0 10+00.00 10' 0 10+00.001coI me concrete S1t shall ��sed as balc%fill to PWtect the line. See trench detail on plan TO TO To 4-4 Trove/ LQ�e /2 `O /2-Q 4-D END BRIDGE CONCRETE BARRIER / // / // / N � /i . 11 0ovt' , W re resp trtL�'1:iC3t1 cif the road Will, result in less th, t 2$," of cover over the 9' 0 10+50.00 16' 0 10+50.00 12' 0 10+50.00 � Shoo/d " I I i'"AC PA!/E�IENr � /, 0 STA 12+23.28, FOR DETAIL SEE 3 ov=R44Y 7Y10,F r.,6 r/ 4R /� ( 36 waterlit , 1 ti . o the waterllrte w 11 b r uir�: n girder o aV110 , heavy equipment . U, I% . 11 ;Wlef'NE3'•S As ,0E7, -0f the li€n 'recon tru tion `rna have to occur `first• p�/ /� damage to hit 1 11 E w t 1' ` ' y •q _ID P I ,6Y OR4PES ,�f/G+iWN /3 �a / BEGIN METAL BEAM GUAR© RAIL B 1 : 0// 11 ICcnstrtt�t stnc shall ttesrnnd by .the ,pity and AtaScidero Mutual Vater BEGIN MEI"AL BEAM GUARD RAIL '"� ON f'lgN. STA 12+23.28 PER EALTRANS t"onpan tr I-nitial t1iIih: X29 2� VARIES STA 11+88.74 PER CALTRANS A1 STD. DWG. TYPE 1 FARE A79 A. ._ - STD. DWG. TYPE1 FLARE A79w A � Ill2 2 m SEE PLAN VIEW DATE: ,2 ; :; `l�~ e isti w lint' �n r.. l .-n e shall lie potholed at sufficient locations �jl� 4 ; ,� til t t tl t is 1 -r-c" jo : t d 't n to its de `th ri r t cons ruction. c rdinat .� - P 3" AC PAVEM E ENT t, P I fig _1 � � stat It h to • i is Gra th , tascadero Public Works Department TT PP B EM E B -, AC PAV TYPE B 3"' ENT 11.5 AB CLASS fl / ,. • ��` ......... .. ' 11.5" A6 CLASS 11 .,te at s V. is n p llb11Ine . re reconstruction of the read r l result 20 10 0 20 40 � � � 11 1,Tri t s ' iha 6 , ° ver (Aie `tie` Suver line, two sack concrete slurry shall b used. as.: t ,) ' -� T® � X50 ;� : o � ti 1.11 89 TO 12 85 78 f p 'S v ` 7 l backfill to _rot p "° ti :. t t4 e lin . S e t�ndh -d, it on plan sheet 4. Where re�..onstruction of �, �: alio rt d `i l re t.11 Tri less 2 1, c01ver over the 'sewerli�ne, r construct on of the sewer � ; � � ` � � � � . �� �. �., .S .n 4 ,k) I � , SHEET , . I . - , . . , 11Bitewll t r art«o�` I SAN ANDRES A VE X -SECTIONS I , W q '`` . " I I . % � I , , . I I I , I. ", I I 11 ,!� 11� . 4' 1 11, I I 11 . 1 I I I I I . , I , I - I . I I ,�_a � "..% .JUL 2 1199? I I I . 11. I I . I ,t . ..� Tit ct t is t tr n ,tI h the • rl i \ `Jes ltv s eri' line and that service ibWt h� �, � ` .h +,2 n1aii�t -Tirod., Ole , t , l' atrtl � that _, ie11 1. t,s `r st�o'l�sitli to l rolect lis otkiers and the'4 �% 11A� l I o �� ., . �:. 11 11 , _ . 1. . 23-x' .3.4:9'2' . .5•//m 92 11, 1. . .-1-1111- . . ,.,. � .._.,_�_..�_,._._.__,_�,._ ,, _ . �.,_ __._r_.._.�__,.r._..A�..m__._�._..__ _._.._ __.. � �-,-._.,-,,"��----._..�--_._ ---.____- ..�",-_•.,-_.W-_-_-__,,--"_.v_,.__ _ _ _ ..._.w....f.......... ........._.�_:,-•....__..-_-..�......,_.,,."" _.,__l'-",. -,-._.__.. --.......___.__.._.•. .--��_s. - _ -- m_, .wm_ �M_._ ,.__.-_._.. ,._-__.._.r_....w.�F.._- ,"__ Z SHEET T MILES A pprwai$ -A, - I COUNTY IlkX, 05 TOTAL PROJECT N ETS /0 0)) ROUTE POST 0. uk6a_ - % 0 0 / 1>0 50�G 00 /0 19 1, pe - k 11z, Ig \,_, CIS G C 0 /A 0 c- - 0 X 4, 10 % V VAIL V" AS, X vt NYC MMAKXA 16, )f �_ ME 2 T EAU 1,00 L0�4 fvz XSM A -1 'r, _ N- 00 ss/o� A ',� -.0> (Ott t0Y +,�,n NIZT Aw OUTLET For V. c. p OR \Q�, -1- 0 - &0 11:p 5 Ok .; REGISTERED CIVIL ENGI A.C. sawle-M. "T -,C� z 1, w &S-5 1Z) 0, A LARGE OAK TREE _110 -le PSI. 313 pi r .(2-18 TREES) .005t .- -. . . 1, %. % �\l 1 5 P�� bj �3(3 r\ 6 1 A' P. 5\ 110 IN, e A" A 01�4c V15 _J No. per NS APPROVAL DATE VAUMC&Z M"W. AW =We -M -0 % per < Existing Fence 0 Fovv 0 6�0r,3 Exp. 0 3011 k% I -I& CIVIL 0 1 A .4 r 0 _0_�o 0 NO A A 6F PA RKING CI ION OF EXISTIN.G SIGN . ........ A+jar 110- po APPROXIMATE LOCAT RIW ............ . ............... ...... ......... or, ......................... r��ee PINES TO BE REMOVED OR TRIMPIE70 jv,�, * 000 5p are, ASNECESSARY ro 411ow ma. -7 .3 C.R. 76 Be Cle& r ve. Z1v nvewGy -rye, EXISTING FENCE TO BE rRzC*w cow== ONPZAL) rrv-er -RFLOCATED AS NECESSARY M"OLZ VALLO ft A4 -rot ............ .............. . ........................... /d?,4 15 Plevel"d6_170L alleo-lay Tm 004*41to 4.475 - Q T ............ ...... RIW caw&em ra &As4mg lns�vll 7'y1p4! I--/ rawroxc= ke r —L7 ncrete� N 15;1 yeodwoll -7 EDGE 9+50 OF A J Around 0 eM eCT IN A WAEX TWm4 86,.,5nnn- r 10 00 . . . . . . . EXIST AC PAVEMENT JUM15 T 10+25 ( 7.0 tftA4AWT ArPW 10 -T Y X7VZV 10+75 . . . . . . . CC*AM . . . ----------- -EI U) 1\ I I ................... 11+5G Go 11+ Lawe off PIM IM C94UMP-L OW MAIAlr.41N ........... > 0 12+25 -lp=r- � I FLOWLINE Of- SWAL ... D A 12+50 12+7,5 YSTING - -------- 13 El 1.00" 6XIST El 3 C iy _4625 SA 87*20 w CMP 0 VERHEA D 0 aw 4r 18 C/) Uj M&Mw.-tz fb&=,b� APPROXIMA LOCATION (4 WIRE 13+75 14+00 MtM*UjM Cp too WrN CLX'-%* A" ------ 14 25 El > EXIS G WA TERL INE AINDRES 0 CCUOM LLJ M9 U"LP*6 cc . . . . . . . VENU E Uj W_ A VtOOM FqMtt*4. eh*4M jp ------ oee EDGE OF RIW P%41564 AMD -JAMJ- ARVA!) 1544AU- RP NEW AC PAVEMENT rt.ACV x -7 Yp EXISTING WOOD MON CR M"ZO MW.*5 A$0 COWM e 26' Arrmov^Lu OF Toe WW.,lur-ex. b"" MOT M Uear) Z%=PT ey FENCE 2'-* HT Existing Fenc ...... OAK ain SCALE: 1 =20' C*A,, A -A To Rem R 20 40 'A' C0047r aw J%w snwo"41AV, ZF 4�0 OMWV: eA": 20 10 0 00 C 'N XMX 0 M 0 M M Alew e04511_41&1�P4 '4, LU Uj T 0WRE 7E AMAIME 74 Z If/& 1o*1 f Ban ry 0 0 _j U) ...... VO <w SANITARY SEWER MANHOLE NOTES Slrx4 Plans A-743 _'�Tbp of Bank Q OUT yv 811 RES- WQ Aim� IRFLOW SAN AND IT RK 7a� /,VD 'ELBI. APPROXIMATE LOCATION OF E EV PIPE CENTERLINE STATIONING '0� EXIS77NG WATERLINE A. 11+ 1, S, - - 92.06, 05,00, 10.0' Left CL. MH LID A Exist.- MH, OB 41133 8 -Pm.. MH.'-... 9i.98' 91.911 1+00.00, 17.5' Left CL. M i BASE 100,26 ebnevi%:�- Pe.- SA4d. C Exist,�MH, 93 91.62.' '91.58' uey 4&ar-d hat 0 P/&/7s A 74 -A. -rcp -AS-,57 3 7*Ae 1.1111S.,We_ Re,- Pas-/ D Exisi., H,i ':,Rajse to 9Li�de, '099.05"4- 91.14' 91 02'� STA; 12+03-50, 08 5' Left CL. MH LID Dellt) ea 1��- Sh a// a - �, _. zzz4;" A -07046r- 49e 11*4 .5 ind Plan A77-0 A6aye rh e D /w E Exist.,� MH, STA -1 i + 06-00, 19,0' Lef, OL. MH Li CARMELI AVE.\� 1,06.10'+�, Mat ±90.75, ev :5 F p-ro ch exist. CL MH BASE Aifelch Per MH,, Inflow -0.06 STA., 10 1,0.0' Left TA 2+08 INSrALL TYPE L OF �CL MH8 onst AS .0p 09 Vy mat6h st 05! S -740782,0 EESHEET 4 OBJECT MARKER: PER S TND p, S 7 PLANS A - 73 C) H",- Pro2. NPE CO3 hgtroot PVC LAJ w Exist. PIPIE Remove vl�p CD C) p P CP rom" J �,Con v 14 z ME,,TAL AW U AR RAIL'IN, (M,,B`R)-, "ONS ffUCTI'N NOTES /0: 0 vc -A CABLE.ANCHOR TE �OTAL 9EG-1W END_ 7PT__ARE RRABOL RMiNAL TERMINAL LENGtH'j' 'STATION 'STATION WIDH 1��TH AssEM13�Y SECTION :SECTION 0 . . . . . ...... . . OD Q0 QD FV BREAKAWAY (TYPE A), (tYPE:�) 00 N ...... ..... ........ .. . ... 14 .......... ; . ...... OD Q0 0 CD + + !0+FZ,qt 10+93.41. LO - 0) 0) 4.01' �5 +86,74; 24 Lkj 0) .... ... ... ...... ....... . ..... A7,9,AB 12+8 _�Z5, ........ . 4ff ....... ........ . ....... ... . . ...... .... ........ ... ...... .......... cl) EE: .. ... ....... 4q A T( 4 .. . ...... . . ........ . ........ . ............. ... ....... ........ ......... ...... 1< k1i �, .......... .. ...... :.Ltj ... . ..... ............. ca to Lm + ... ........ ...... .. 00 + 01 S Q.01 98 S-0.0 IV 0. 005 /00 S 0,008 Yp T ............. ..... . . ... ...... T T_ .. . ....... .. ........ . ...... . . ..... ......... .. . ... ....... 95 .. ....... .. .. .......... . ................... .... . ..... ..... . ... . Ito,, 0_ XIS T L 'C ON TR A C T, VERIFY LOCATION IN FIELD— 0 R '70' N . ........ . . .... .. L q_j ............... ..... .. . ...... ................ ... ... ...... 85 85 �'4 _5 .......... ...... ...... ....... . . . ...... .. . . ...... ".. I .... 1— -1 ... ........ ..... .. .. ...... .. . .... ...... 80 < .. ..... ......... . . ......... ......... ................. .............. k7 ...... .. SCAL . .......... 'HORZ. z .......... .... .. .......... ... .. ........ . ........... ....... .5 . .......... . ... ....... )f �51wax_g �;)%MOAI 0,9 9' OX71 401V 01446WLINf j_/1r11N6T . .... .. .... .... ... ......... ........... . 1. .... ....... ........ ..... ..... ........... .. .......... . .. ....... ........... �O N, PUe C -6 X N ZP 1c'1rr1N6X. 14N6,IN Z_064,r OMP ... . ....... ...... ....... ...... . ... ... . . ...... .... . .... YO U T ...... 1 ....... ....... .... ...... . ............ ...... . ....... . . ....... ... ... . ...... .... . ..... .... ... ...... . JUL 2 1,1992 . . .... ..... ...... .......... ..... . .... . ....... ........ . ...... .......... .......... ...... ..... . ..... .. . .. ....... ......... ...... ............. ........ ... . ..... ......... .................... .... .... ........ ........ .... .......... ..... . .. . ........... tation Cu. xc. Y ds. Emb. FOR REDUCED PLANS 0 2 3 DI A cxlsti 04p 0 �0, PORM DC -OE -90 -PF (,REV. 11 8�6) 86 %w ORIGINAL SCALE IS IN INCHES cu EA 2g -g -,02 15 .. ......... . ..... - ------- - ----- --------- --------- - -- . ........ -- ------ .... . . .... - -------------- COUNTY ROUTE POST MILES SHEETI; TOTAL PROJECT I NO. e jr aw e se 4 00, WV 18 aw Prvfec�` exist oa-t & 1'emdM, see NMe Ph,-' 2 Top of N ON ENV I 1'..ONMENTAI .... L. - Y S) I =_ N 1,:' 33 11 VI-- AREA E 3A OFF LIMITE' TO ALL r*:0NSTF-�1)F:T ION ACTIVITY __ -t -r 'UBLIC RIGHT--0E--WAY EXI :E1 IN F APPROVED CONSTRUCTION LIMITS OF POTENTIAL EN' I ----------------- VRONNENTAL IMPACT 12+00 12+25 12+5o 12+75 A NL_._/ RES Top of Bank 26" OAK ,'ee Pl-,olectIM Nole Shl 2. ......... X IIvl THE CITY OR ITS AG3*ENT, SHALL REPLAC*E TREES AT A I WITH SITE SF'ECIFIC SF'ECIES IN ACCORD - RATIO OF 5 W '214. -10 ORDINANCE NO. C) ANCE WITH CITY OF ATASCADER SCALE: I _NVIRONMEN]"Al-LY RE A E G A j 20G3 A ,.V.Ty - TION ACTIVITY -F LIMITES' TO ALL. C jNSTRUC OF E X I_: E i -,..r 'l GH1 IN I L47AIM IDM�MMA CREEK, SLOPE PROTECTION.. NOTES..., SLOPE MAX. LOWER FG ONE PROTECTION SLOPE ELEVATION UPPER FG TYPEELEVATION (CHNL ELEV) 1 1/4 TON RSP 2-.1 Varies 82.4 - 92. 2 96.8 ----- ------------ ----- ---- 2. :1/4 TON RSP 2:1 Yarl-ps 82.2 -d2.0 911.0 ----- --------- -- -------- --------- 3. 1/4 TON RSP 2:1 82.0 94.3 A.. Install RSP according to CAL TRANS Standard Plans Details B13-2, "Rock Slope Protection And Concreted -Rock Slope Protection," T = 3.0 feet, Method B placement. B. Construct uniform slope from top of RSP to the roadway shoulder elevation. C. Excavate stream bed to 82, elevation from the western ,rock cliff adjoining the stream bed to the eastern toe of the RSP. I HYDROLOGY I - co HYDROLOGY DATA (Qr,-*S1QN NORM = _50_)a,_,AR_fYE,_NT) CY) WATER EVENT FLOW SURFACE ELEVATION.- LOCATION ON BRIDGE Q50 6353 cfs 94.55 UPSTREAM FACEOF Br BRIDGE Q50. 6353 c. -Ps. 93.90 DOWNSTREAM FACE OF BRIDGE Q100 7430 CFS 95.34 UPSTREAM FACE OF N ON ENV I 1'..ONMENTAI .... L. - Y S) I =_ N 1,:' 33 11 VI-- AREA E 3A OFF LIMITE' TO ALL r*:0NSTF-�1)F:T ION ACTIVITY __ -t -r 'UBLIC RIGHT--0E--WAY EXI :E1 IN F APPROVED CONSTRUCTION LIMITS OF POTENTIAL EN' I ----------------- VRONNENTAL IMPACT 12+00 12+25 12+5o 12+75 A NL_._/ RES Top of Bank 26" OAK ,'ee Pl-,olectIM Nole Shl 2. ......... X IIvl THE CITY OR ITS AG3*ENT, SHALL REPLAC*E TREES AT A I WITH SITE SF'ECIFIC SF'ECIES IN ACCORD - RATIO OF 5 W '214. -10 ORDINANCE NO. C) ANCE WITH CITY OF ATASCADER SCALE: I _NVIRONMEN]"Al-LY RE A E G A j 20G3 A ,.V.Ty - TION ACTIVITY -F LIMITES' TO ALL. C jNSTRUC OF E X I_: E i -,..r 'l GH1 IN I L47AIM IDM�MMA CREEK, SLOPE PROTECTION.. NOTES..., SLOPE MAX. LOWER FG ONE PROTECTION SLOPE ELEVATION UPPER FG TYPEELEVATION (CHNL ELEV) 1 1/4 TON RSP 2-.1 Varies 82.4 - 92. 2 96.8 ----- ------------ ----- ---- 2. :1/4 TON RSP 2:1 Yarl-ps 82.2 -d2.0 911.0 ----- --------- -- -------- --------- 3. 1/4 TON RSP 2:1 82.0 94.3 A.. Install RSP according to CAL TRANS Standard Plans Details B13-2, "Rock Slope Protection And Concreted -Rock Slope Protection," T = 3.0 feet, Method B placement. B. Construct uniform slope from top of RSP to the roadway shoulder elevation. C. Excavate stream bed to 82, elevation from the western ,rock cliff adjoining the stream bed to the eastern toe of the RSP. I HYDROLOGY I - HYDROLOGY DATA (Qr,-*S1QN NORM = _50_)a,_,AR_fYE,_NT) Ic WATER EVENT FLOW SURFACE ELEVATION.- LOCATION ON BRIDGE Q50 6353 cfs 94.55 UPSTREAM FACEOF Br BRIDGE Q50. 6353 c. -Ps. 93.90 DOWNSTREAM FACE OF BRIDGE Q100 7430 CFS 95.34 UPSTREAM FACE OF La BRIDGE Q100 7430 CFS 94.37 DOWNSTREAM FACE OF z BRIDGE RECORD (1969) 6200 CFS 94.5 EXISTING CHANNF-L AND Q0 5R1DC;iE; HYDRAULIC- 5ECTION Ic V) Br U 0 M La a to CL 0 z 0 Q0 BY: DATE: 3 -24 -92 JOB: 23-8 5 of j .5 -12- 92 Sr 0 1 PSE SPN MPRco� DETOUR ROUTES � r , C'AN AC)PEs STATIONARY MOUNTED CONSTRUCTION AREA SIGNS AND BARRICADES KEY e TYPE PANEL SIZE SIGN MESSAGE POST SIZE (SEE NOTE 1 ) QUANTITY A C 18 48" x 48" ROAD CONSTRUCTION AHEAD 4" x 4" POST 5 B C 19 48" x 48 ROAD CLOSED AHEAD 4" x4" POST 5 C C13 60" x 24" END CONSTRUCTION 4" x 4" POST 3 D C2 48" x 30" BRIDGE CLOSED MOUNT ON BARRICADE 6 E C5(Rt) 48" x 18" DETOUR (RIGHT ARROW) MOUNT ON BARRICADE 2 F C5(Lt) 48 x 18 DETOUR (LEFT ARROW) 4" x 4" POST 3 G TYPE 3 BARRICADE NOTE 1& 2 2 H RI 30 x 3 0" STOP 4" x 4' P O ST 1 TOTAL 27 NOTES. 1. Height and lateral postion for signs shall be according to Figure 5,--1 and the configuration of the Type 3 Barricade shall be according to Table 5--1 and Figure 5-11 per the "Manual of Traffic Controls for Construction and Maintenance Work Zones, 1990" . 2. During hours of darkness or during suspension of construction extend Type 3 Barricades completely across both San Andres Avenue approaches where shown on the Plans. Mount a minimum of three flashing warning lights on barrier at each approach. JOB: 23-08.02 1 M-'V8VM,9 V SAN ANDRES MWUW DETOUR VW 5 NOTE 1 1� ! BOTTOM OF ABUTMENT ELEVATION= X91.5 " +ELEV. 95.5 - - - N 220-201-011 W---,-/ "0 I<Iljfw LOCATION OF BEDROCK TO BE VERIFIED BY SOILS ENGINEER I % LOCATION OF ELEV. 78—J BEDROCK TO BE VERIFIED BY SOILS ENGIN EER i" CLEAR BETWEEN WING WALL AND RETAINING WALL. FILL WITH EXPANSION JOINT MATERIAL PER CAL TRANS STANDARD PLAN NO. 80-3, DETAIL 3-4. 301-211 R,,(b n1IFT11 F IRN WATFR P IPF SLOPE 4 BOTTOM OF ABUTMENT \_ l E L EVAT I O N=+ 8 8 PROTECTION 1 APPROX. LOCATION SPECIFIED TIP _...1BEDROCK @ ELEV. 80 \ ELEV.- +74 ELEV. -75.2 5 \ BRIDGE ELEVATIDI SCALE: 1 10'-011 HP10x42 PILES DRIVEN TO 55 TONS - MIN 8"� SEWER IN 12"0 WELDED STEEL CASING FOR LOCATION SEE CIVIL ENGINEERING PLANS SHEET 3. �A WITH ABUTMENT PENETRATION PER CAL TRANS STD. PLAN NO. 86-10 DETAIL U13 WITH MINIMUM 1`0" CONCRETE BELOW OPENINGS 751-411 1_ !_ 5 227rt SCH. 40 PVC SLEEVE FOR 30 2 ►< 22<_ 7It --- __--- --- -------- ________._ 1 N STALLAT I O N OF GAS LINE (SLEEVE PROVIDED BY SOUTHERN Pkv i \� i \�-� , P��� ..___ CALIFORNIA GAS) INSTALLATION SHALL CONFORM TO SPECIFICATIONS FOR TYPE 26 CONCRETE BARRIER PER CAL TRANS STANDARD PLAN B 11-5 4 Op N D S 6HAND S 3 �`�. �� �,� . � x\ AND S6 N 0 T E---1 In EB 11+89 \ \ 41 -n; 1 _�'� ELEV 99.32 r,- - ��\\ 250 SKEW \ \ .� + i C \ ! ELEV 99.92 \ c STA 11 66.42 M 18" CMP STORM DRAIN -FOR LOCATION SEE CIVIL ENGINEERING PLANS SHEET 3 WITH ABUTMENT PENETRATION PER CAL TRANS STD. PLAN NO. B6-10 DETAIL U13 WITH MINIMUM 14CONCRETE BELOW..OPENINGS TYPE 1 RETAINING WALL PER CAL TRANS STANDARD PLAN NO. 83-1 WITH H=8' NOTE 1 1 TUBULAR HAN AT 2:1 ELEV. +96 CONCRETE BAF TYF BOTTOM OF FOOTING ELEVATION = +91 32 DESIGNED BY, I E Rirp SAN ANDRES AVE 391-911Civ _.- ----- _...._.. 2,-011 1 !-9 It jg ✓ , 2 7 f k 1 `- 0 " 5 `-- 0 " 16 `-- 0 " ' 16 TYPICAL S ECT I O N SCALE= I"= 10'-0" NOTE 1= METAL BEAM GUARD RAIL, - SEE ROAD PLANS FINAL PAY QUANTITIE.'A--.0 DESCRIPTION OF ITEM QUANTITY UNITS STRUCTURE EXCAVATION (BRIDGE) 256 CY STRUCTURE EXCAVATION (RETAINING WALL) 26 CY STRUCTURE BACKFILL (BRIDGE) 87 CY STRUCTURE BACKFILL (RETAINING WALL) 14 CY PERVIOUS BACKFILL 48 CY DRIVEN STEEL PILING 5 EA STRUCTURE CONCRETE, BRIDGE FOOTING 17 CY STRUCTURE CONCRETE (BRIDGE) 309 CY STRUCTURE CONCRETE, RETAINING WALL. 8.5 CY BAR REINFORCING STEEL (FOOTING) 5180 LB BAR REINFORCING STEEL (BRIDGE) 52330 LB BAR REINFORCING STEEL (RETAINING WALL) 392 LB TUBULAR HAND RAILING 96 LF CONCRETE BARRIER (TYPE 25) 112 LF CONCRETE BARRIER (TYPE 26) 96 LF 14 \� # \ �\ ELEV. 9 9.5 0 `+ A S 87"-20'-0" E ry -SAN ANDRES AVENUE 6.25 ;f \'\ \ 5 \ STA 11.3,.TYPE "B" DECK DRAIN \ \ \\, PER CAL TRANS STD. \ ELEV. 99.74 �a� ` `}_ _ __ _.�__.___._�._ ,____.a._.__. NOTE 1 PLAN N0. 87--5, �- �\ \ DETAIL 7-3 / l i4-0 i B -967 c.n Cp CP CSS Q BRIDGE DECK PLAN 8"0 DUCTILE IRON WATER LINE WITH -- ABUTMENT AND PIER WALL PENETRATIONS �- PER CAL TRANS STD. PLAN NO. 86-10 m DETAIL U13. AMWC TO TIE-IN WATER LINE TO EXISTING 8"0 D.I. WATER LINE ON BOTH SIDES OF BRIDGE PER PROFILE ON CIVIL ENGINEERING C DRAWINGS - SHEET 3. FOR HANGER DETAIL SEE S4 PLACE HANGERS PER CIVIL ENGINEERING DRAWINGS SHEET 3 CAMBER LINE -- c? c> O o 0 PROFILE LINE ---,,4 1` ON a 41 ©� � a 1 <:> CAMBER DIAGRAM S PANS 1,2,8, 3 Does not Include allowance for falsework settlement STANDARD PLANS SHALL HAVE ON THE JOB SITE DURING CONSTRUCTION z e��� Ess ��''�r•,, .�... �: m ate,° •� U <cj �, CLJ m CO ua �a <co C4 G7 LIMITED TO THE FOLLOWING. ♦ z., tom : Lj c) ro -Z,. LU CL t Cl- i n- , n_ o_ ( cL MM n_ n... cL I i pLLJ C131 ...M -a ! LJ_ �C�t-\�i`eett® � r�� � � CAMBER DIAGRAM S PANS 1,2,8, 3 Does not Include allowance for falsework settlement STANDARD PLANS THE CONTRACTOR SHALL HAVE ON THE JOB SITE DURING CONSTRUCTION z e��� Ess ��''�r•,, .�... �: ate,° •� U rix CLJ m CO ua �a <co C4 G7 LIMITED TO THE FOLLOWING. ♦ z., tom : Lj c) ro -Z,. LU CHECKED BY- DETAIL DESCRIPTION �� aj ' - �- < u MM 1993 80-1 n� a.rw BO -3 3-1 BRIDGE DETAILS W LJ_ B0-3 �C�t-\�i`eett® � r�� � � ._.,.I Q 0 V) z&zi;r �, 0 < 1N° C , RETAINING WALL TYPE 1 H=4`-30' U a�roCL�_ . B6-10 U13 UTILITY OPENINGS co Qj 87-5 7-3 DECK DRAINS w 0 Cn u B 11-51 TUBULAR HAND RAILQ J B11-53 TYPE 25 CONCRETE BARRIER CONCRETE BARRIER LLj �, a TYPE 25 i1J Cr C a,' ` En -- -ar Ct (n GENERAL �- L., tv to (n < o cu DESIGN: 1983 AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES LTJ }-- WITH Iou bC�aaU < O Qj ® U - Qj z . DEAD LOAD= INCLUDES 35 PSF FOR FUTURE WEARING SURFACE < ., �, rd c'r LIVE LOAD- HS20 AND PERMIT LOAD 2 Q �. U� L: -w =� •w Cn CY .� U r .= C_ _C — � w �- CA to CT ajro�,,. aj 0 U C:y Cl a. � , t u,,a, "IU = CUa,.w C3cz, L.J CC:) ra F z W THE CONTRACTOR SHALL HAVE ON THE JOB SITE DURING CONSTRUCTION z A COPY OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION W STANDARD PLANS (1988 EDITION). CONSTRUCTION SHALL CONFORM TO THE U STANDARD PLANS APPLICABLE TO THE WORK SHOWN HEREON INCLUDING, <co BUT NOT NECESSARILY LIMITED TO THE FOLLOWING. _j < LU STANDARD PLAN DETAIL DESCRIPTION CL W Z < u MM o 80-1 1-5 WINGWALLS FOR DIAPHRAGM ABUTMENT 0 (n BO -3 3-1 BRIDGE DETAILS W LJ_ B0-3 3-4 BRIDGE DETAILS ._.,.I Q 0 V) 82-5 PILE DETAILS -- CLASS 45 & CLASS 70 0 < -- 83-1 RETAINING WALL TYPE 1 H=4`-30' U o B6-10 U13 UTILITY OPENINGS co 87-5 7-3 DECK DRAINS 0 Cn u B 11-51 TUBULAR HAND RAILQ J B11-53 TYPE 25 CONCRETE BARRIER W LLj -j B11-54 TYPE 26 BARRIER RAIL. i1J p 3 , Cr- < (n GENERAL NOTES — LOAD FACTOR DESIGN uU to (n < o DESIGN: 1983 AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES LTJ }-- WITH INTERIMS AND REVISIONS BY CAL TRANS < O BRIDGE DESIGN SPECIFICATIONS ® U - z DEAD LOAD= INCLUDES 35 PSF FOR FUTURE WEARING SURFACE < LIVE LOAD- HS20 AND PERMIT LOAD 2 Q Cn SEISMIC PEAK ROCK ACCELERATION - O.bg LOADING= DEPTH OF ALLUVIUM = 0 - 10 ft. MATERIALS= REINFORCING STEED ASTM A615 GRADE 60 CONCRETE: 3250 PSI AT 28 DAYS SERVICE FOOTING ALLOWABLE DESIGN PRESSURE: 5 TSF 2.77 TSF STRUCTURAL CONCRETE, BRIDGE STRUCTURAL CONCRETE, BRIDGE FOOTING STRUCTURAL CONCRETE, RETAINING WALL CONCRETE STRENGTH AND TYPE LIMITS NIZINTE-101 JUL 2 11992 ,Q C: Ix W cm 6r - DRAWN BY- JB CHECKED BY: DC DATE 12 -MAY -92 JOB -.287053 SHEET S-1 % OJ° /S 23-8 5-19.-42 Pkrzumna JUL 11992 29-8 9.24-,92 91-011 ')-41A AT Au r- nkl T lmiinw� OR LAP 6'-0" AS SHOWN REINFORCEMENT — TOP OF SLAB NOT TO SCALE 6 -011 C" 1' V�5� 7/ -- 6 - 4,70 1 ------- -------- ------ I - 121-611 61-6" 2410 AT 6" CONTINUOUS REINFORCEMENT BOTTOM OF SLAB ---------- OR LAP 6'-0" OVER BENTS NOT TO SCALE 2410 AT 6" CONTINUOUS OR LAP 64" OVER BENTS I ,f ESS 1p, c 3 98 DESIGNED BY: Ex ices civ OF cmk� 61-011 STANDARD PL CONCRETE BARRIE1 CAL TRANS STANDARD PI *5 AT 9" DOWELS I 8" HOOK AT BOTTOM OF 0 #4 AT 18 #4 AT 18 #5 AT 12" TRANSVERSE/ lw IN BOTTOM OF SLAB I'-10" OF BARRIER RAIL RL AT 18 " T P A Niq V FPql 1-5"� SEH. 40 PVC SLEEVE FOR IN TOP OF SLAB GAS LINE (PROVIDED BY SO. CAL. CAST #4 CONTINUOUS TOP & BOTTOM 1 -0 --WN / D TYPICAL DECK EDGE SECTION AT SIDEWALK I -A v #7 x 20'-0" AT 11-611 #6 x 13'-0" AT 11-611 #7 x 33'-5" AT 11-61' #7 x 22-2" AT l'-6" #6 x 151-2 11 AT 1'-6" CONCRETE BARRIER PER CAL STANDARD PLAN 811-53, T� A- 141-6" 1- BRIDGE TO 81t� D.I. WATER PIPE CHECKED BY ff4AI lU Vqllf-1 8" HOOK AT BOTTOM OF DECK - ---- i" RADIUS V CHAMFER - TYP EXPOSED CORNER'S V GROOVE 2" COVER 1 0 I t-9 tt #5 @ 30" MAX FOR ALL ITEMS NOT SHOWN OR NOTED SEE S 15" MAX. (TO BE IN PLACE BEFORE DECK CONCRETE) NOTE: VERIFY LOCATIONS OF UTILITIES ON CIVIL ENGINEERING DRAWINGS TYPICAL DECK EDGE SECTION AT TYPE 25 CONCRETE BARRIER i is_ 1t— I— 0 is 11111IT"k ke qf3f ESS I 0- aj 0 cu E i > 3 1993 LJ 'Wucl CL co a; cm to cl U aj cu M Ic:,x CU - i a ;3, w Qj w 0 toto Ci l ,= 0 cu -or" W C4 as a3 tv ca. cn cy cr uo ro al QJ Ct Cp W tz ma tv Tl Li —.O.m — a CN 0 cu a ai co cl fc;-, ai to fcv: —r3 cn m IV U M aj M. w u OrV*) w ll� CX rj w a$ CJt cl Cz m z LJ Z Lli u w 0— < LW u cr— 0 0 cn Ljj LL cry o < a- 0 < 0- — Z co u < 0 co 46 w V) 0 u J Lli Lij I < Lij o cr-- < cn z u u -r V)Mt 0 < LIJ Or_ cr. < 0 0 LL z z V) to" w rn --+ C> Z -t M vi ul W w Cstll Wz it —W z ro CL w t—j CL c; 4 cn Ln C::) ugo x.! 0 M to c� VI DRAWL BY= A rHECKEO BY, DC DATE: 12 -MAY -92 JOB -.287053 SHEET S-3 .9 Z.; -8 5-12 -.92 PRINTED Ins - 23 -8 3 24'92 29-9 32492 PRR I NT ED 3111 2 11992 ryh h h 1 H ti w h b ',q�y�yd r 4'r,"d"s,�y'a. 4 TM *y. t fi*di- � Ar �a.'4w 4t, k � B a a il� a� I e �r 4 A vi � R ntip � h INI "• ti :"n A+b ICY ��' r � 4 1 la 1 h R......... Ry, RwiM1.� �§w fhb `A �t iyi "k k �aA W4A ry`ce a m a t:1 "k'''a Teyai °rwM=ph:?.,�R p:ny�t"h��M1 ^w R* nv a R L_a< t AA RYA fi xn Kiri R'h,hu• °w 4 nz 'k MPo els CdA & yv W4 h laS�"n ~wh 1 (80— r7=— d N S ',. P N R Q V A' _ D . �1 E 6 6 6"' Pr 1 i „r I 3 r , � r . ♦ • --- � - ,per � .. ��� ' - L ♦ % _ P J' T., ' f . i " ..,'G.. .... . v.0 .. ' <e ...,»„ A a f A' r a� �ti � ; / I ``►�. st7";:'.` /0 cV %!. Tt¢ rl T 17,a / d ,a ' ° ...,... .^, � !'.�.`��'..s '"� '♦► �' .:. t° �../': / 6 c K.i C.R ::/t' �3,»� r'�•/ ` 1 >: %�/ slab %���/ f '4,' In SpG17 24' i 'i. lL0.46 V • ....-...+.•r..,...., ..,,,,.... ,.w......".. ..«,,........,..»..,. ..,,,,, .. ..,. .,.,.,..,. ... .,, .»... ra .•..�. ...,.,..,.w.,.�..*,e�. ar. `a..swo.. ..... .-.w.. ,,.,......,.....:.+,,...... w.w+.........,,.......�. ...�..., t 4 1UN br"R CHA/ly t TAIL' cub' OF qLA&(,,, DE10"'AlL q 41 / slab forcer"', erit SPLICE L `N`3TH 3A Ao' , T Al 9 ? #4 5 7 A11 bar. except f cv o1 01 OV6r� ! � ,Y ' y, r �... 3 '39 1Nu\N11 , t'r ♦4� ToDba 2 25 15,3 160 . s P f e` !' r ''r x^"4 ' lei t 'S,,'•+.'«,.^".��„�.,�,�„ °t 'r.,.",C... ... •..""••&�' i //, /p (pw� J/ /fS q{ .� ♦ ""' '� �, d.4 ,,s ,1: v ,..P. "'� �� . ""f. P P� �:,;• r r, 1`.-....w.''"'�._..,„�.. �..... 4,.:.:... � � ♦ 7 ���) � �% �"�" :..i'r*r�/ a�� ��,/ ��r i�J 0.r/!' laI Gi o d ' �.fi� t / �If l l . , �P C t ! /11 Baan ���%ii�/ orr, �d��i�% } � `\� /r`\ ��!' 1 !/`r `, .t° � R;�+n�.J *.:n ! P , u *vf'�. i'ws+ • ^rte : 4! :.' 1♦v t .., /� ` ... � ..w. r , �� a. ,' c p�'� f � .� P �i � j p � • r� ��r �° � g •^� r r' .:� p: ;� Y. r : °"•. irP � " "'a 5 ' 1 ryswi a , A 'vS ! C.- PrP i i ° 4. t6� �J �, r P �I P _ ` 4 (� / . t /� Baa J% /�� 6. �. �'� ! j '''� �..t C t w 6a1r w: f 4+ >� r f t t i P� � ! 1 �4 !;, 1. r , 1 �' � f J� . � �t \ � ,. P! '�r //�;� `+{w 4 ,/ � I _ • +� �•y r P *y ,/+� 1 \.1 f \ (� � ! 1�,. ir�t er«`C �., . t� _ _ _. C.6M!`r f ✓ ffrf d✓ i 4 M./ t; c.r; i .�I e/ i+v c iw 1 / jpi) I � IS -lob, , � '�•;,"' °�s�. E 'i t,! ftru,w re,ll , // T � P �� �t ��✓ f !r F ��i J i. {.r P ": fw.� r r`M 4 � . .s�",.. �/ � � � _ ?� ��' � _1 � t ..,.:'�►\ , � , �.L�` � ° ,.�''a� tr, ��l ``. FLUSH DROPPED CA4 Alvft;rTo#V SL As so" REINFOIPCE A bw 1 ,I i Ai OME W i NOW 0! STANDARD BRi N DGE d. DRAWINGSTATE OF S IG oy CHECKEO APPROVAL RECO MENOEO BY _ DIVISION Off' RUCTURES _ » _ _T _ _...__. A I T F n N T A " r i F , t i Z ERA- y+ -^�^•- t +may �-q � �r /� � /� ry /� p /'� y 7 �" /�/ �j [* �r p -y. lop +/ tGi J F f ! r L..A�.d° l ! ! (./ t7i I1�.) t,.•i ar �r! e � l4./ P/L/�Gd� r r'� �,�1 /.' d ./' f n .�� ✓` /x'7 t, ♦ d� 1 4 �nr� •-.. y 3 FACTR "E '''�} a�7 f),//h ��'"'`!!` /�«/q /�}")► 4'r",y1 [�^� �^ //+/yr(� �/y/ /�r+6i t ' �/� j� IPP✓✓ ,`r'� /�•/r �/1 lPy�''/y/�'ry� 1 /jy �P(" �/1, /m/yr pi �/r�/ tw pil 1! 1M" s I l M i✓ ll i,+r�/ y . P P / M/ lR { A Nor s t jam" +W i... ft i/;��.' ire i O� AVO 7 / I ' ` 7 r / d•� d P grit, -♦w,. �,�• � �R! `' T,r-: d- s'� y �/ �AB++� �},r6Y� _.. — _.•..._.._. -- % rq'n /,•Yl I'� / 1/' f .'"� ,-r a ✓ �r'i ���j°p '� " //�"} J��" ,+''f lr�J. r..f%�'^ /*� faP.�h , ors - 6! J J '(r./ / d f Y# L+ / / r„7 / t,� V t' ��.7 i wry / P w,s .:sr' a Rsi l i✓ M/ / �/ �, is... Lei 4d $.d 9 S' 6 A.-♦ �, ao'. r:,,.y '',� ar /f ,s''�� ,?r % �+�t�` T p �' . <' h`• nor t 1 ! �.,+3 .-,.d,y: - vN:♦ + iaw� 9 ;C.r1' i�sr f d +•rTT" r ;o, b `' +,r -'C y- rri n c: ♦ r ! R r �.+D E d d r.. p. c �-'h �'^aq �� .. '• r"+ tak J! [^'`r i,., k,... 1,., r �..d 1 i ., !}i -...v a.,. ,..� .. �... 1 .... i'"', f \,..J ! `�.'.^r .r :. '` �; 1tii4 ��:L , 1tt,., l e'J;�i0-� •:_ ,*1�_. i t'�r�,;v *•� ! �" ,%` ,/" � i if d . a Z v1i" r ovu �... ,. 4 ` Ci .`0. 1 .r � � �„ •� , %� 1 ! r ry i � • ,� � 1"'y '1'� 1 ♦' Y ! , '� t•' r•. ."'t Y ♦ ►`i i I _ L ► . �r . , ! �j �.... J 111 t . c r , e _ v - r ; l �ti ..! 1 t lH t r iL t .1 � , ,� a! +� l 'may } ...i �'�+ r"y e •� �` �y a �• P Int �Fs��' y.' �. N/ h r . y ,� t..' 3 r P >1 �'.i l% « :;. es a Y '*Ila ,.. . r^. ,,... _ �`, v � x --. w,rx oarww,n. wv,•w .r:, w�xwrt.n a%, , A 4 0 �` t? t b mw,wrrr,v w<+r+cw •. e:�r.w^yrcwa-+r+w.m.arm,ray.awf..,+,o.+.z<.ea.r�nre�rnuea.:wrsvrxaa+mnw,mrwuw vuu.--a. -acwxsrrw. w: raa www,:e... ars.swwru ua. r` j" i t c. �' . �' f. , , . -. i ; :. ►w.. .w 0A r i H, S, L. �/ ! D T \A t r 1 I d Cti! i i f >�n G t ���) � �% �"�" :..i'r*r�/ a�� ��,/ ��r i�J 0.r/!' laI Gi o d ' �.fi� t / �If l l . , �P C t ! /11 Baan ���%ii�/ orr, �d��i�% } � `\� /r`\ ��!' 1 !/`r `, .t° � R;�+n�.J *.:n ! P , u *vf'�. i'ws+ • ^rte : 4! :.' 1♦v t .., /� ` ... � ..w. r , �� a. ,' c p�'� f � .� P �i � j p � • r� ��r �° � g •^� r r' .:� p: ;� Y. r : °"•. irP � " "'a 5 ' 1 ryswi a , A 'vS ! C.- PrP i i ° 4. t6� �J �, r P �I P _ ` 4 (� / . t /� Baa J% /�� 6. �. �'� ! j '''� �..t C t w 6a1r w: f 4+ >� r f t t i P� � ! 1 �4 !;, 1. r , 1 �' � f J� . � �t \ � ,. P! '�r //�;� `+{w 4 ,/ � I _ • +� �•y r P *y ,/+� 1 \.1 f \ (� � ! 1�,. ir�t er«`C �., . t� _ _ _. C.6M!`r f ✓ ffrf d✓ i 4 M./ t; c.r; i .�I e/ i+v c iw 1 / jpi) I � IS -lob, , � '�•;,"' °�s�. E 'i t,! ftru,w re,ll , // T � P �� �t ��✓ f !r F ��i J i. {.r P ": fw.� r r`M 4 � . .s�",.. �/ � � � _ ?� ��' � _1 � t ..,.:'�►\ , � , �.L�` � ° ,.�''a� tr, ��l ``. FLUSH DROPPED CA4 Alvft;rTo#V SL As so" REINFOIPCE A bw 1 ,I i Ai OME W i NOW 0! STANDARD BRi N DGE d. DRAWINGSTATE OF S IG oy CHECKEO APPROVAL RECO MENOEO BY _ DIVISION Off' RUCTURES _ » _ _T _ _...__. A I T F n N T A D1= �+"LS !iY CciECKECi PgST Mil._. 0ATT-'c���zGty FX I �rrsE�avlsc��� S L A B r****4 _ BART PST tlF YR APi�r� AT C HE 11" FORCEME"T WIN DETAILS' 1`6 i^^- n y to id V' 1"•'S' Y'^ +'k. f°S ./ t.EVA75101`4 OA''ES (PRELIMINARY STAGE ONY_Y) ���t �� OF a V " r i F , t i Z r t D1= �+"LS !iY CciECKECi PgST Mil._. 0ATT-'c���zGty FX I �rrsE�avlsc��� S L A B r****4 _ BART PST tlF YR APi�r� AT C HE 11" FORCEME"T WIN DETAILS' 1`6 i^^- n y to id V' 1"•'S' Y'^ +'k. f°S ./ t.EVA75101`4 OA''ES (PRELIMINARY STAGE ONY_Y) ���t �� OF a V ❑ A- I OA Abbreviation ❑ A- I OB Symbols El A20- A Pavement Markers and Traffic L i nes, Typical Details Cl A 20 - B Pavement Markers and Traffic L i nes, Typical Details ❑ A 20 - C Pavement MorKers and Traffic 1-11nes, Typical Details ❑ A- 24A Pavement arkings-Arrows ❑ A - 2 4 B Pavement Markings -Arrows and Symbols El A -24C Pavement arkings-Words ❑ A - 2 4 D Pavement orkings-Words and Crosswalks ❑ A 3 5 - A P.C.C. Paving Details ❑ A 6 2-A Excavation and Backfill Miscellaneous - Limits of Payment ❑ A6 2 - B Excavation and Backfill Bridge Surcharge and Wall - Limits of Payment El A62 - C Excavation and Backf i I l Bridge -Limits of Payment ❑ A62 - D Excavation and Backfill Details Concrete and Pipe Culverts ❑ A 6 2 - E Excavcotlon and Backfill Detaiis Reinforced Concrete Box and Arch Culverts ❑ A 6 2 - F Excavation and Backfill Details Metal Culverts A 7 3 Type III Barricade and object Markers A74 - A Markers and Delineators El A 7 4- B Survey Monuments ❑ A 7 5 - A Concrete Barrier Type 50 ❑ A75 -B Concrete Barrier Type 50 ❑ 7 5- C Headlight Glare Screen It A 7 7 C -I Metal Beam Guard Railing -Standard Hardware A 7 7 C- 2 Metni Beam Guard Railing A 7 7 - D Barrier and Guard Rail Anchors A 7 7- E Cable Anchor Assembly (Breakaway) ❑ A77 -F Thrie Beam Barrier ❑ A7 7 - G Thr i e Beam Barrier 11 A 7 9- A Guard Rail Flares 11 A 7 9 - B Miscellaneous Guard Rail Details • A 7 9-C Guard Rail Connections to Bridge Rails, Retaining Walls and Abutments • A 7 9 - D Guard Rail Connections to Bridge Sidewalks and Curbs ❑ A 7 9 - E Thrie Beam Connectionn to Type 50 Barrier ❑ A 8 0 Emergency Passageways ❑ A 8 3 Portable Scale Pad and Approach Pad Details ❑ C7 -Al Reinforced Concrete Crib Wall Battered Walls -Type A, B, and C C7 -A2 Reinforced Concrete Crib Wall Battered Walls Type D, E, and F ❑ C7 -A3 Reinforced Concrete Crib Wall Vertical Walls Type A, B, and C C7 -A4 Reinforced Concrete Crib Wall Vertical Walls -Type D, E, & F ❑ C7 -A5 Reinforced Concrete Crib Wa I I Type A,B,C,D,E,& F Header and Stretcher Details ❑ C7 -BI Reinforced Concrete Crib Wall Foundation Pressure -Battered Wall El C7 -B2 Reinforced Concrete Crib Wa I l Foundation Pressure -Vertical Wall ❑ C8 -A Steel Crib Wall -Construction Details ❑ C 8 - B Steel Crib all -Design Data CII - C Steel crib Wall -Design Data ❑ C 9 - A Timber Crib Wall. Types A, B, C, and D Construction Details El G9- B T imber Cr i b Wal i Types A, B, C, and D- Des i gn Data ❑ D72 Drainage Inlets -OS, OL, GOL El D73 Drainage Inlets -G I , G2, G3, G4, G5, G6 ❑ D74 Drainage Inlets -GTI , GT2, GT3, GT4, GO, GDO ❑ D75 Pipe Inlets ❑ D77 -A Grate Details ❑ D77 - B Bicycle Proof Grate Details ❑ D 7 8 Gutter Depressions ❑ D 8 0 Single Box Culvert ❑ D81 Double Box Culvert CQ D 8 3 Box Culvert Miscellaneous Details ❑ D 8 4 Box Culvert W i ngwa 11 s, Types A, B, C 1771 D85 Box Culvert i ngwa l l s, Types D& E El D6- A Box Culvert Warped Wingwalls ❑ D 8 6 - B Pipe Culvert Wingwalls, Endwalls and Warped Wingwalls D 8 6 - C Arch Culvert Wingwalls, Endwalls and Warped ingwails D87 -A Overside Drains F. D 8 7- B Over s i de Drains ❑ RSP -D87 -C Underdralos ❑ D88 Construction Loads on Culverts ❑ D 8 9 Pipe Headwalls and Strut Details ❑ D90 Pipe Culvert Headwalls, Endwalls & Wingwalls Types A, B, & C ❑ D93 Drainage Inlet Riser Connections D 9 4 Flared End Sections ❑ D95 Concrete Arch Culverts ❑ D96 Pipe Riser with Debris Rack Cage ❑ D 9 7 A CMP Coupling Band Details No. 1, Flanged End CSP Bridge Details ❑ Channel Coupling Band Details - Downdrains, 130-5 Bridge Details Standard Positive Joints ❑ D 9 7 B- I CMP Coupling Band Details No. 2, Annular, Single Post Type Layout OLJ Reformed end, and Helical Coupling Bands - 16" Cast -in -Drilled -Hole Concrete Pipe Downdrains, Standard and Positive Joints ❑ D9713-2 C P Coupling Band Details No. 3, Flanged End CSP ❑ 132-8 Channel Coupling Band Details - bowndrains, S41-6 132-9 Standard and Positive Joints Truss, Single Post Type, Structural D 9 7 C: - ! CMP Croup i i ng Band Details No. 4, Universal Coupling Retaining a1 I - Type i H=41-30/ ❑ Bands Standard and Positive Joints Fi D g 7 C - 2 CMP Coupling Band Details No. 5, Universal Coupling L J 133-3 Bands Standard and Positive Joints ❑ Dg 7 D CMP Coupling Details No. 6 - Standard Joint Retaining Wall - Type 2 D9711- I CMP Coupling Details No. 7 - Positive Joint ❑ D g 7 E-2 CMP Coupling Details No. 8 - Positive Joints and Overhead B 3._6 Downdrains ❑ D97 - F Reinforced Concrete Pipe or Non -Reinforced Retaining Wall - Type 5 Steel Frame Removable Sign Panel Concrete Pipe Standard and Positive Joints El D 9 8-A Standard Inlet Structure Shoulder Installation n g3--9 and Details of Slotted Drain Connections ❑ D9P - B 12' Thru 24' Slotted C. S.P. Drain Details ❑ D98- C Alternative Hinged Cover for Type OL & OS inlets and B,- T -Bean Details Trash Rack for Type OCP Inlet ❑ D98 D - I Structural Sect lDn Drainage System Details LJ D98 D - 2 Edge Drain Outlet and Vent Details Joint Seals pg8p-3 Edge Drain Cleanout ❑ D 9 8 D-4 Cross Drain Interceptor Details ❑1 F - 10 Chain Link Fence ❑ F-20 Barbed Wire and Wire Mesh Fence ❑ N 8-A Curbs, Dikes and Driveways ❑ N 8- D Wheelchair Ramp Detail No. I ❑ N8 - C Wheelchair Ramp Detail No. 2 ❑ T - ! 0 Traffic Contro i . System for Lane Closure on Freeways Cast -in -Place Prestressed Girder Details and Expressways, Miscellaneous Details ❑ T - 1 1 Traffic Control Systema for Lane Closure on Mu I t i l ane i B I I - 30 Conventional Highways, Miscellaneous Details ❑ RSP T-12 Traffic Control System for Lane Closure on Multilane Gable Roiling Conventional 1-1 ig1 ways, Miscellaneous Details ❑ T-13 Traffic Control System for Lane Closure on Two Lane ❑ 131 1-52 Conventional Highways ❑ T-14 Details for Ramp Closures, Miscellaneous Details Concrete Barrier Type 25 Electrical BRIDGE ❑ 60-1 Bridge Details S I- 12 Overhead 130-3 Bridge Details ❑ ❑ 130-5 Bridge Details Truss, Single Post Type, Post El 130- 1 3 Bridge Det a i Is Single Post Type Layout OLJ 132-3 16" Cast -in -Drilled -Hole Concrete Pipe Truss, Two Post Type, Post 62-5 Pile Details - Class 45 and Class 70 ❑ 132-8 Plie Details - Class 45C and Class 70C S41-6 132-9 Load Test Anchor Pile Details Truss, Single Post Type, Structural ❑ 133- 1 Retaining a1 I - Type i H=41-30/ ❑ E] 133-2 Retaining Wail - Type I H=32'-36' Signs, L J 133-3 Retaining Wall - Type 1A F r ane Members E-1 83-4 Retaining Wall - Type 2 Overhead r.� B 3 - 5 Counterfort Retaining Wall - Type 3 Overhead B 3._6 Counterfort Retaining Wall - Type 4 S 8 B B3- 7 Retaining Wall - Type 5 Steel Frame Removable Sign Panel 1F', 63-8 Retaining Wall Details No. I Single Post Cantilever Fri Juncture Details n g3--9 Retaining Wall Details No. 2 Overhead ' E33- 1 I Retaining Wa I l Type 6- 6' Max. S40k _ I Overhead Signs,, Box Bean, Closed Truss Removable Sign Panel Frames B,- T -Bean Details Overhead 14 ! B 6 - 1 0 Utility Openings - T - Beam Lani noted Panel, ab - 2 I Joint Seals S 8 D Overhead g { - 1 Box Girder Details B 7 - 5 DecK Drains Panels r......., 7 Deck Drains - Type D- I and D-2 Signs, Walkway Details No. I B? - 10 Utility Opening -Bax Girder overhead Signs, R, i Utility Det Gll s SII -10 Overhead B8-5 Cast -in -Place Prestressed Girder Details S 1 3- 1 0 BI 1-7 Chain Link Roiling Truss, Pile Foundation i B I I - 30 Temporary Rolling (Type K) ES -7A G B 1 1 -47 Gable Roiling E3 1 1- 5 1 Tubular Hand Railing ❑ 131 1-52 Chain Link Roiling Type 7 Lighting Details, 91 BI 1 -53 Concrete Barrier Type 25 Electrical Details Structure Installations B I :; - 54 Concrete Barrier Type 26 ES -7C S i gna i and BI 3 - 1 Slope Protection Detail No.1 IN B 1 3- 2 S l ope Protection Detail No. 2 ❑ B14 -I Structural Steel Plate Vehicular Undercrossing B14-2 Structural Steel Plate Arches Electrical Details Structure Installations B14-3 Supply Line and Communication and Sprinkler S i gna I and Lighting Details, Control Conduit SIGNS,SIGNALS , LIGHTING ❑ S14 A-5 Overhead Signs, Lightweight, Balanced -Single Steel Post Connection and Mounting Details ❑ S 1413-4 Overhead S i gns, L i ghtwe i f gt, Bo I onced-Single Steel Post Details ❑ S15-8 Overhead Signs, Lightweight, Type A. Connection Details EJ S16-7 Overhead Signs, Lightweight, Type B. Connection Details ❑ S17-8 Overhead Signs, Lightweight, Type C, Connection Details ❑ S 1 8 A -- 8 overhead Signs, Lightweight, Sign Panel Mounting Details, Laminated Panel., Type A u Si 8B-7 Over Dead Signs, Lightweight, Light r i xture Mounl i rig Details ❑ S 2 0 A - 7 overhead Signs, Lightweight, Post Details ❑ S2013- 9 Overhead Signs, Lightweight, Foundation OVERHEAD OVERHEAD S I- 12 Overhead S i gns, Truss, Instructions and Examples ❑ S2-1 I Overhead Signs, Truss, Single Post Type, Post "i Ternot i ve, , Signs, Type 11 thru VIi Single Post Type Layout ❑ S3-1 I Overhead Signs, Truss, Two Post Type, Post Details • Type I -S thru VII -S ❑ S41-6 overhead Signs, Truss, Single Post Type, Structural ❑ Two Post Type Frau Details F r acne Members ❑ E] S5-6 Overhead Signs, Truss, Two Post Type, Structural ❑ S4017- I Overhead Signs, Box Beam, Closed Truss F r ane Members Lighting Standards Type Two Post Type Post Details S6-8 Overhead Signs, Truss, Structural From Deta i Is I❑ S7-8 Overhead S i gns, Truss, From Juncture Deta i is ❑ S 8 B Overhead Signs, Steel Frame Removable Sign Panel S401-1 Overhead Signs, Box Beam, C l osed Truss Alternative,, Frames Single Post Cantilever Fri Juncture Details ❑ ❑ S8 -BA Overhead Formed Panel Details for Mounting on El S40k _ I Overhead Signs,, Box Bean, Closed Truss Removable Sign Panel Frames ❑ S 8 C Overhead Signs, Truss, Sign Panel Mounting Details Alternative, Lani noted Panel, Type A LJ S 8 D Overhead Signs, Truss, Removable Sign Panel F rams 110' and 120" Sign Panels ❑ S9- 12 Overhead Signs, Walkway Details No. I ❑ S10-9 overhead Signs, Walkway Details No. 2 ❑ SII -10 Overhead Signs, Walkway Safety Railing Details CI S 1 3- 1 0 overhead Signs, Truss, Pile Foundation ❑ S14 A-5 Overhead Signs, Lightweight, Balanced -Single Steel Post Connection and Mounting Details ❑ S 1413-4 Overhead S i gns, L i ghtwe i f gt, Bo I onced-Single Steel Post Details ❑ S15-8 Overhead Signs, Lightweight, Type A. Connection Details EJ S16-7 Overhead Signs, Lightweight, Type B. Connection Details ❑ S17-8 Overhead Signs, Lightweight, Type C, Connection Details ❑ S 1 8 A -- 8 overhead Signs, Lightweight, Sign Panel Mounting Details, Laminated Panel., Type A u Si 8B-7 Over Dead Signs, Lightweight, Light r i xture Mounl i rig Details ❑ S 2 0 A - 7 overhead Signs, Lightweight, Post Details ❑ S2013- 9 Overhead Signs, Lightweight, Foundation ❑ S41- 3 Roadside Signs, TypicaI Installation Details No. I ❑ S42-15 Roadside Signs, Wood Posts, Typical Installation Details No. 2 ❑ S 4 3- A Roadside Signs, Laminated Wood Box Posts Typical Installation Details No. 3 S4 3 - B Roadside Signs, Steel Post, Typical Installation Details ❑ S44-7 Roadside Signs, Typical installation Details No. 4 SIGNAL AND LIGHTING DETAILS ❑ ES- I A Signal and Lighting Det a i Is, Symbols and Abbreviations ❑ ES- I B Signal and Lighting Details, Symbols and Abbreviations ❑ ES -2A Signal an Lighting Detai is, Service Equipment ❑ ES -26 Signal an Lighting Details, Service Equipment ❑ ES -2C Signal an Lighting Details, Service Equipment ❑ ES -21) Signal an Lighting Details, Service Equipment ❑ ES -2E Signal an Lighting Details, Service Equipment and Typical Wiring Diagram ❑ ES -3A Signa1 an Lighting Details, S i gi is 1 Heads and Mountings ❑ ES -36 Signal an Lighting Details, Signal Heads and Mountings 1 ES -3C Signal an Lighting Details, Signal Heads and Mountings ❑ ES -3D Signal an Lighting Details, Signal Heads and Mountings ❑ ES -3E Signal an Lighting Details,, Signal Heads and Mountings ES -4A Signal an Lighting Details, Controller Cabinet Details ❑ ES -413 Signal an Lighting Details, Controller Cabinet Details ❑ E S- 4 C Signal an L i gh t i ng Details, Controller Cabinet Details ❑ ES -5A Signal an Lighting Details, Detectors ❑ ES -513 Signal an Lighting Details, Detectors ❑ ES -5C Signal an Lighting Details, Detectors E S- 5 D S i gna I an Lighting Dem 11 s, Detectors ❑ ES -5E Signal an Lighting Details, Detectors ES -5F SignalL an Lighting Details, Pedestrian Barricades ❑ ES -6A Signal and Lighting Standards Type I Standards and Pushbutton Posts ❑ ES -613 Lighting Standards, Types 15 and 21 ❑ ES -6D Lighting Standards, Types 30 and 31 ❑ E S- 6 D A Lighting Standards, Type 32 ❑ ?�P C- LI yhiling -Ili I51 ndards, Types 30i an dig Base PIate Details ❑ ES -6F 10 Degree Lighting Standards ❑ E S - 6H 10 Degree Lighting Standards Details DIST. OVERHEAD SIGNS - BOX BEAM OVERHEAD CLOSED TRUSS ALTERNATIVE ❑ S39-6 Overhead signs, Box Beam, Closed Truss Alternative, Signs, Foundation Instructions and Examples Li S4 0A - 1 uverheaa 'Signs, fox Beall, c l osed - russ "i Ternot i ve, , Signs, Two Post Type Frame Members Single Post Type Layout ❑ S4013- I overhead Signs, Box Beam, Closed Truss Alternative., Selection Single and Two Post Type General From Details • S4 0C - I Overhead Signs, Box Beam, Closed Truss Al ternat i ve, Tubular, Ribbed Sheet Metal Details • S4 0D - 1 overhead Signs,, Box Beam, C ! osed Truss Alternative,, ❑ Two Post Type Frau Details S 4 0R ❑ S4 0E - I Overhead Signs, Box Beam, Closed Truss Alternative, Structural Frame Details Two Post Type Frau Juncture Details 501to 55' ❑ S4017- I Overhead Signs, Box Beam, Closed Truss A l ternat i ve, Lighting Standards Type Two Post Type Post Details S 4 0 S ❑ S4 0G - I Overhead Signs, Box Beam, Closed Truss Alternative, Structural Frame Details Single Post Type Frame Members ❑ S4 0H - I Overhead Signs,, Box Bean, Closed Truss Alternative,, ES -61? Single Post Cantilever Fre Details S 4 0 T ❑ S401-1 Overhead Signs, Box Beam, C l osed Truss Alternative,, Foundat i on Details Single Post Cantilever Fri Juncture Details ❑ S 4 0 J -1 Overhead Signs, Box Beam, Closed Truss Alternative, Lighting Standards Case Single Post Cantilever Post Details El S40k _ I Overhead Signs,, Box Bean, Closed Truss Alternative,, ❑ Single Post Butterfly Frame Details Signal and ❑ S4 CSL - 3 Overhead S i gns, Box Beata, C l osed Truss Alternative, Single Post Butterfly From Juncture Details ❑ S 4 0M -I Overhead Signs, Box Beam, Closed Truss Alternative, Signal and Single Post Butterfly Post Details 5 Arm Loading, ❑ S41- 3 Roadside Signs, TypicaI Installation Details No. I ❑ S42-15 Roadside Signs, Wood Posts, Typical Installation Details No. 2 ❑ S 4 3- A Roadside Signs, Laminated Wood Box Posts Typical Installation Details No. 3 S4 3 - B Roadside Signs, Steel Post, Typical Installation Details ❑ S44-7 Roadside Signs, Typical installation Details No. 4 SIGNAL AND LIGHTING DETAILS ❑ ES- I A Signal and Lighting Det a i Is, Symbols and Abbreviations ❑ ES- I B Signal and Lighting Details, Symbols and Abbreviations ❑ ES -2A Signal an Lighting Detai is, Service Equipment ❑ ES -26 Signal an Lighting Details, Service Equipment ❑ ES -2C Signal an Lighting Details, Service Equipment ❑ ES -21) Signal an Lighting Details, Service Equipment ❑ ES -2E Signal an Lighting Details, Service Equipment and Typical Wiring Diagram ❑ ES -3A Signa1 an Lighting Details, S i gi is 1 Heads and Mountings ❑ ES -36 Signal an Lighting Details, Signal Heads and Mountings 1 ES -3C Signal an Lighting Details, Signal Heads and Mountings ❑ ES -3D Signal an Lighting Details, Signal Heads and Mountings ❑ ES -3E Signal an Lighting Details,, Signal Heads and Mountings ES -4A Signal an Lighting Details, Controller Cabinet Details ❑ ES -413 Signal an Lighting Details, Controller Cabinet Details ❑ E S- 4 C Signal an L i gh t i ng Details, Controller Cabinet Details ❑ ES -5A Signal an Lighting Details, Detectors ❑ ES -513 Signal an Lighting Details, Detectors ❑ ES -5C Signal an Lighting Details, Detectors E S- 5 D S i gna I an Lighting Dem 11 s, Detectors ❑ ES -5E Signal an Lighting Details, Detectors ES -5F SignalL an Lighting Details, Pedestrian Barricades ❑ ES -6A Signal and Lighting Standards Type I Standards and Pushbutton Posts ❑ ES -613 Lighting Standards, Types 15 and 21 ❑ ES -6D Lighting Standards, Types 30 and 31 ❑ E S- 6 D A Lighting Standards, Type 32 ❑ ?�P C- LI yhiling -Ili I51 ndards, Types 30i an dig Base PIate Details ❑ ES -6F 10 Degree Lighting Standards ❑ E S - 6H 10 Degree Lighting Standards Details DIST. COUNTY OVERHEAD SIGNS tl- TUBLAR Cl S 4 ON Overhead Signs, Tubular, Instructions and Examples ❑ S 4 OR Overhead Signs, Tubular, Single Post Type Layout Lighting Standards Case 3 Arm Loading, and Pipe Selection Wind Velocity = 70 MPH Arm Lengths ❑ S 4 0 Q Overhead Signs,, Tubular, Two Post Type Layout and Pipe Sections 251to 45' ❑ ❑ S 4 0R Overhead Signs, Tubular, Structural Frame Details Wind Velocity = 70 MPH Arm Lengths 501to 55' NO. I FS -ESN Signal and Lighting Standards Type ❑ S 4 0 S Overhead Signs, Tubular, Structural Frame Details Nu. 2 251to 30' ❑ ES -61? ❑ S 4 0 T Overhead Signs, Tubular, Foundat i on Details ❑ S41- 3 Roadside Signs, TypicaI Installation Details No. I ❑ S42-15 Roadside Signs, Wood Posts, Typical Installation Details No. 2 ❑ S 4 3- A Roadside Signs, Laminated Wood Box Posts Typical Installation Details No. 3 S4 3 - B Roadside Signs, Steel Post, Typical Installation Details ❑ S44-7 Roadside Signs, Typical installation Details No. 4 SIGNAL AND LIGHTING DETAILS ❑ ES- I A Signal and Lighting Det a i Is, Symbols and Abbreviations ❑ ES- I B Signal and Lighting Details, Symbols and Abbreviations ❑ ES -2A Signal an Lighting Detai is, Service Equipment ❑ ES -26 Signal an Lighting Details, Service Equipment ❑ ES -2C Signal an Lighting Details, Service Equipment ❑ ES -21) Signal an Lighting Details, Service Equipment ❑ ES -2E Signal an Lighting Details, Service Equipment and Typical Wiring Diagram ❑ ES -3A Signa1 an Lighting Details, S i gi is 1 Heads and Mountings ❑ ES -36 Signal an Lighting Details, Signal Heads and Mountings 1 ES -3C Signal an Lighting Details, Signal Heads and Mountings ❑ ES -3D Signal an Lighting Details, Signal Heads and Mountings ❑ ES -3E Signal an Lighting Details,, Signal Heads and Mountings ES -4A Signal an Lighting Details, Controller Cabinet Details ❑ ES -413 Signal an Lighting Details, Controller Cabinet Details ❑ E S- 4 C Signal an L i gh t i ng Details, Controller Cabinet Details ❑ ES -5A Signal an Lighting Details, Detectors ❑ ES -513 Signal an Lighting Details, Detectors ❑ ES -5C Signal an Lighting Details, Detectors E S- 5 D S i gna I an Lighting Dem 11 s, Detectors ❑ ES -5E Signal an Lighting Details, Detectors ES -5F SignalL an Lighting Details, Pedestrian Barricades ❑ ES -6A Signal and Lighting Standards Type I Standards and Pushbutton Posts ❑ ES -613 Lighting Standards, Types 15 and 21 ❑ ES -6D Lighting Standards, Types 30 and 31 ❑ E S- 6 D A Lighting Standards, Type 32 ❑ ?�P C- LI yhiling -Ili I51 ndards, Types 30i an dig Base PIate Details ❑ ES -6F 10 Degree Lighting Standards ❑ E S - 6H 10 Degree Lighting Standards Details DIST. COUNTY ROUTE POST MILES TOTAL. PROJECT SHEET NO. TOTAL. SHEETS Signal and Lighting Standards Case 2 Arm Loading, Wind Velocity = 70 MPH Arm Lengths o r s, r+r r� ❑ ES -6J Signal and Lighting Standards Case I Arm Loading, EXTINGUISHABLE MESSAGE SIGN G ES -27A Extinguishable Message Sign, IQ' Letters ❑ ES -27B Extinguishable Message Sign, 10' Letters ❑ ES -28 Extinguishable Message Sign and Flashing Beacons SIGN L ❑ ES- 2 9 Mercury Sign Lighting Equipment ❑ ES -30 36" Flourescent Sign Lighting Equipment El ES -32A Sign Lighting Equipment ES -32B Signal and Lighting Details, Sign Lighting Control ❑ ES -33 Internally illuminated Street Name Sign NEW STANDARD PLANS ❑ NSP G79 Precast Reinforced Concrete Pipe Direct Design Method STANDARD PLAN'S LIST The Pev � sed Standard Plans t RSP and New lStandarc P l any (NSP) wh 1 cri apply t� i �1 is � �� IY__,���, �➢ i �8� Edition) contrCCT are �i nc i uueu as i nd i v i duu I sheets Revised 12x20188 of the project Plans. The Stondord- morKed bo ore app 1 i cobCONTRACT NO. PRINTED mw 2 11992 .23-e 3-2lf -" l- al /9 Wind Velocity = 70 MPH Arm Lengths 15'to 30` ❑ ES -6K Signal and Lighting Standards Case 2 Arm Loading, Wind Velocity = 70 MPH Arm Lengths 20'to 30' ❑ ES -6L Signal and Lighting Standards Case 3 Arm Loading, Wind Velocity = 70 MPH Arm Lengths 201to 45' ❑ ES -6M Signal and Lighting Standards Case 4 Arm Loading, Wind Velocity = 70 MPH Arm Lengths 251to 45' ❑ E S - 6MA Signal and Lighting Standards Case 5 Arm Loading, Wind Velocity = 70 MPH Arm Lengths 501to 55' ❑ FS -ESN Signal and Lighting Standards Type 40-0-80 ❑ ES -60 Signal and Lighting Standards Case I Arm Loading, Find Velocity = 80 MPH Arm Lengths 251to 30' ❑ ES -61? Signal and Lighting Standards Case 2 Arm Loading, Wind Velocity = 80 MPH Arra Lengths 20'to 30' D ES -60 Signal and Lighting Standards Case 3 Arm Loading, Wind Velocity = 80 MPH Arm Lengths 20'te 45' ❑ ES -6R Signal and Lighting Standards Case 4 Arm Loading, Wind Velocity = 80 MPH Arm Lengths 25'to 45' ❑ E S-6 R A Signal and Lighting Standards Case 5 Arm Loading, Wind Velocity = 80 MPH Arm Lengths 50'to 55' ❑ ES -6S S i gna l and Lighting Standards Details No. 1 El ES -6T Signa1 and Lighting Standards Details No. 2 ❑ ES -61_1 Slip Base Insert for Type 10 and 15 Lighting Standards ES -6V Left T urn Signal and Sign Standard Type 33 ❑ ES -7A Signal and Lighting Details, Electrical Details Structure installations ❑ ES -713 S i gna I and Lighting Details, Electrical Details Structure Installations ❑ ES -7C S i gna i and Lighting Details, Electrical Details Structure Installations ❑ ES -71) S i gna I and Lighting Details, Electrical Details Structure Installations ❑ ES -7E S i gna I and Lighting Details, Electrical Details Structure Installations Li 3 ES- 7F Signal and Lighting Details, Electrical Details Structure installations ❑ ES -8 S I gna I and Lighting Details, Pull Box Details ❑ ES -9A Cantil ever Flashing Beacon Details, Types 9, 9A, 9B FS -9B Cantil ever Flashing Beacon Details, Types 9, 9A, 9B ❑ E S- 10 S I gna I and Lighting Details, Isolux Diagrams ❑ ES- I I S i gna I and Lighting Details, Foundation Installations ❑ FS- 12 Pedestrian Undercrossing Flourescent Lighting Fixture ❑ tS-13 Slgnoi and Lighting Details, Splicing Details ❑ ES- 14 S i gna I and Lighting Details, Wiring Details and Fuse Ratings ❑ E 5-15 Pedestrian Overcrossing Flourscent Lighting Fixture EXTINGUISHABLE MESSAGE SIGN G ES -27A Extinguishable Message Sign, IQ' Letters ❑ ES -27B Extinguishable Message Sign, 10' Letters ❑ ES -28 Extinguishable Message Sign and Flashing Beacons SIGN L ❑ ES- 2 9 Mercury Sign Lighting Equipment ❑ ES -30 36" Flourescent Sign Lighting Equipment El ES -32A Sign Lighting Equipment ES -32B Signal and Lighting Details, Sign Lighting Control ❑ ES -33 Internally illuminated Street Name Sign NEW STANDARD PLANS ❑ NSP G79 Precast Reinforced Concrete Pipe Direct Design Method STANDARD PLAN'S LIST The Pev � sed Standard Plans t RSP and New lStandarc P l any (NSP) wh 1 cri apply t� i �1 is � �� IY__,���, �➢ i �8� Edition) contrCCT are �i nc i uueu as i nd i v i duu I sheets Revised 12x20188 of the project Plans. The Stondord- morKed bo ore app 1 i cobCONTRACT NO. PRINTED mw 2 11992 .23-e 3-2lf -" l- al /9 GENERAL STRUCTURAL NOTES 1 -- GENERAL 1.01 Concrete Placing Sequences Place bottom deck and stems full width of bridge starting at either abutment and proceding to the opposite abutment. 1.02 Cambers A. Cambers shown include falsework deflection only. and do not include specified bridge camber. B. Camber strips, See camber strip detail. C. Cambers= A. At end spans, 518" at wood strangers, xero(0) at steel stringers. B. At center span= 112" N SrevN6aRs w&E&s& . 1.03 Stringer spans shown between falsework bents are approximate only. Actual locations of falsework bents may be adjusted slightly to fit field conditions. however stringer spans shell not exceed those shown hereon. 1.04 Provide blocks and/or wedges as required to grade the fatsework. provide tight fitting Joints with full bearing. and allow for falsework removal. 1.05 Details shown on falsework drawings are typical. Similar details apply to similar conditions. Dimensions take precedence over scale. Notes on the drawings flake precedence over General Notes. Conditions requiring construction different from that shown shall be reported to the Engineer. 1.06 These Structural drawings represent the finished falsework construction, and unless otherwise indicated. they do not show the method of falsework construction. Provide all measures necessary to protect the structure. workmen, and other persons daring construction. Provide temporary bracing and shoring for falsework elements of sufficient strength and stiffness ' to resist all imposed loads, including wind and seismic loads. Provide temporary barriers and lighting when necessary. Contractor is solely responsible for the above measures. Observation visits to the site by the Engineer shalt not include observation of these Measures. 1.07 Building Codess Construction shall conform to the applicable sections of the latest edition of the State of California. Department of Transportation. Standard Specifications. and these Falsework Notes. whenever there Is a conflict between codes, the more stringent requirements shall govern. 1.08 Observation= The Contractor shall inform the Engineer 24 hours in advance of having falsework construction completed. 1.09 Existing Conditions= shown. Any existing construction encountered which requires falsework construction different from that shown shall be reported to the Engineer. Verify ail dimensions In the field. It is the intent of these drawings that the new construction be installed in alignment with existing construction as indicated. Dimensions shown are approximate only and shall be adjusted in the field as required to accomplish this intent. 2 BLANK 3 -- MATER IALS 3.01 Lumbers OF Number 2 or better. Previously used material is acceptable. but damaged material shall not be used. 3.02 Sheathing= OF APA sheathing or plywood with exterior glue. Previously used material Is acceptable. but damaged material shall not be used. 3.03 Steel: Straight ASTM A36. Previously used material is acceptable. but damaged material shalt not be used. 'Stringers with minor bends in flanges are acceptable provided the bent flange Is placed on the bottom of the stringer. 3.04 Fatsework Brackets= Economy Forms Corporation Bracket SB -4 or acceptable equivalent rated for 140 kips minimum. Torque bolts to 1800 foot-pounds. WARREN R .� py N,egos_ STRUCTURAL & CIVIL ENGINEERS FURNISH AS SUBMITTED 0 REVISE & RESUBMIT Ca FURNISH, AS CORRECTED 'SUBMITTALS HAVE BEEN, REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN DRAWINGS & SPECIFICATIONS. THE CONTRACTOR IS RESPOW SIBLE FOR DIMENSIONS, QUANTITIES & COORDINATION WITH OTHER TRADES; THIS DESIGN REVIEW DCL:8 N T RELIEVE THE CONTRACTOR OF CHECKING & ACCEPTING THESE ITEMS. NO DEVIATIONS FROM THE DESIGN DRAWINGS ARE ALLOWED UNC ESS STATED IN WRITING BY THE STRUCTURAL 'ENGINEJER IN A SPECIAL LETTER OR CHANGE ORDER. o DATE: NOTESREFERENCE 1. ? SHEATHING 2. 4x4 AT 12" TYPICAL 3. INDICATES ECONOMY FORMS CORPORATION BRACKET SB -4 OR EQUIVALENT RAKED AT 140 KIPS TORQUE BOLTS TO 1000 FT -LBS z1` 7 4. 8x18 STRINGERS MAY BE USED AT 54" MAXIMUM SPACING AT END SPANS AND AT 2`-b" MAXIMUM SPACING AT CENTER SPAN 5. STEEL STRINGERS MAY BE PLACED EITHER PARALLEL TO ROADWAY AT 64" MAXIMUM SPACING OR SKEWED SUCH THAT THE MAXIMUM SPAN OF THE 4x4 IS 6d--6" PROVIDED THE MINIMUM DECK THICKNESS IS MAINTAINED 6. SPLICE CAP BEAMS WITH SPLICE PLATE 4" x 4" x V AGAINST ONE SIDE OF WEB WITH " FILLET MELD ALL AROUND TYPICAL AT ALL CAP BEAMS 12x12 CORB 1 WITHIN f A BLOCKD WEDG MINIMUM 6" HIGH Y STRINGER WEI A. AT EACH PAIR OF BOLTS 11Rl ■ /iii# � � l� •� ►L1 FALSEWORK SECTION AT WEST ABUTMENT IL Z C� LD t C`4 g� 1`i C'1114 x .< x to ¢ CX_ ~-I' tee= it OR BLOCK AND WEDGE FOR FULL BEARING AS REQUIRED FOR GRADE QF " SHEATHING 4x4 AT 12fl " STRINGERS SEE PLAN AND I NOTES 4 AND 5 ri 1 CAP OPTIONAL 12"0 PVC OR SHEET METAL ECONOMYPIPE FILLED WITH SAND .1 BRACKET TORQUEOR EQUIVALENT RATED AT 140 KIPS BOLTS 751-4t' fill LD a_ LO x .< x to ¢ CX_ ~-I' 0�iU >= co Lo • UJ ED Ln ,. t..a x C; co LJJ • tee= it OR BLOCK AND WEDGE FOR FULL BEARING AS REQUIRED FOR GRADE QF " SHEATHING 4x4 AT 12fl " STRINGERS SEE PLAN AND I NOTES 4 AND 5 ri 1 CAP OPTIONAL 12"0 PVC OR SHEET METAL ECONOMYPIPE FILLED WITH SAND .1 BRACKET TORQUEOR EQUIVALENT RATED AT 140 KIPS BOLTS 751-4t' fill LD >= co • ,. C; C, LJJ • LIJ MCMC cr- U0 U _J ep. 30 1993 Ir- LLJ Z) .r M y co U a X ::) z 0 _J < z OF CA a " III``` C3 m ccy as ra •ri a �� �- CU •�» C, CM °''— •=- mu E! m ai W LJ LJ Cu � G7 e... •� " C:7 ..-- L.J C, . ca (Ii cu u' ro w µ to lu c, � ai QJ cum ..-u ai C, Z C:7cc 4- ���Mtn tnMc C, 41 �,�a� W QJ �, �_ �-a:C ai U c,'ra tO CT !O . c CSI uu QJ CA !a co C° u (ry rte. C- Lh. Q -� , �" U CYNJ C6 LJ �,� cs ro.� a - .-JCU' 7a Co `_ •� ,may crya3. !� �.o BRIDGE FALSEWORK PLAN B D C E FOR ALL ITEMS NOT SHAWN OR NOTED SEE FW -1 FALSEWORKSECTION AT BENT THIS CAMBER DIAGRAM IS REPRODUCED HERE FOR CONVENIENCE ONLY, AND IS NOT A PART OF THE FALSEWORK PLANS N CAMBER LINE <=� PROFILE LINE ry C7%= .--- Q, ' f 4 C> 7M C-4 M :2r- ;M :M �- .< _< -< �, .¢ _< mac `< "< I--- Cl- CL C1. Cl- u7 cn cn cry cn LU rn cry V) CAMBER DIAGRAM S PANS 1,2,-&-3— Does .2a&S Does not include allowance for falsework settlement CAMBER RIP STEEL STRINGER ELEVATION SECTION CAMBER STRIP DETAILS NO SCALE LIJ LD co • ,. LJJ • LIJ c. cr- U0 U _J !► LIJ Cr)UL Ir- LLJ Z) .r M y co U a X ::) z 0 _J < z 0< LL Cn z •ri ILD C-4rn—+ ZW�coo rcgCr W z LU co W --M E "Mo, LO O ..JZ`` Q.. W v CL �aC CX Ln C3 X ca .-- J 00 �M 4 - ,DATE; 21 -SEP -92 i Jl GENERAL STRUCTURAL NOTES I GENERAL 1.01 Concrete Placing Sequence= Place bottom deck and stems full width of bridge smarting at either abutment and proceding to the opposite abutment. 1.02 Camber= Ar Cambers shown include fatsework deflection only. and do not Include specified bridge camber. B. Camber strips= See camber strip detail. C. Camberss A. At end spans= 5/8" at wood stringers. xerot0y at steel stringers. Ag"Ar B. At center span= 112" W .�D M F 1.03 Stringer spans shown between fatsework bents are approximate only. Actual locations of fatsework bents may be adjusted slightly to fit field conditions. however stringer spans shat[ not exceed those shown hereon. 1.04 Provide blocks and/or wedges as required to grade the falsework. provide tight fitting joints with full bearing. and allow for falsework removal. 1.05 Details shown on falsework drawings are typical. Similar details apply to similar conditions. Dimensions take precedence over scale. Notes an the drawings take precedence over General Notes. Conditions requiring construction different from that shown shall be reported to the Engineer. 1.06 These Structural drawings represent the finished falsework construction. and unless otherwise indicated. they do not show the method of fatsework construction. Provide all measures necessary to protect the structure, workmen, and other persons during construction. Provide temporary bracing and shoring for falsework elements of sufficient strength and stiffness to resist all imposed loads. Including wind and seismic toads. Provide temporary barriers and lighting whets necessary. Contractor is solely responsible for the above measures. observation visits to the site by the Engineer shalt not include observation of these measures. 1.07 Building Codes= Construction shatt conform to the applicable sections of the latest edition of the State of California. Department of Transportation. Standard Specifications and these Fatsework Notes. Whenever there Is a conflict between codes. the more stringent requirements shall govern. 1"08 observations The Contractor shalt inform the Engineer 24 hours In advance of having fatsework construction completed. 1.09 Existing Conditions= shown. Any existing construction encountered which requires falsework construction different. from that shown shall be reported to the Engineer. Verify all dimensions in the field. It is the intent of these drawings that the new construction be Installed in alignment with existing construction as indicated. Dimensions shown are approximate only and shall be adjusted in the field as required to accomplish this intent. 2 - BLANK 3 MATER IALS 3.01 Lumbers OF Number 2 or better. Previously used material is acceptable. but damaged material shall not be used. 3.02 Sheathing= OF APA sheathing or plywood with exterior glue. Previously used material is acceptable, but damaged material shall not be used. 3.03 Steels Straight ASTM A36. Previously used material is acceptable. but damaged material shalt not be used. Stringers with minor bends in flanges are acceptable provided the bent flange is placed on the bottom of the stringer. 3.04 Falsework Brackets,Economy Forms Corporation Bracket SB -4 or acceptable equivalent rafted for 140 kips minimum. Torque Botts to 1800 foot-pounds. WARREN A. INNS STRUCTURAL & CIVIL ENGINEERS FURNISH AS SUBMITTED REVISE & RESUBMIT FURNISH. AS CORRECTED SUBMITTALS HAVE BEEN REVIEWED FOR.GENERAL CONFORMANCE WITH THE DESIGN DRAWINGS & SPECIFICATIONS. THE CONTRACTOR IS RESPOW SJBLE FOR DIMENSIONS, CIVANTITIES & CC )ORDINATION WITH OTHER TRADES; THIS DESIGN REVIEW D(.`6 r<T RELIEVE THE CONTRACTOR OF CHECKING & ACCEIPTING THE;>E ITEMS. NO DEVIATIONS FROM THE DESIGN DRAWINGS AREALLOWED UNL E S STATED IN WRITING BYTHE STRUCTURAL ENGINEER IN A SPECIAL LETTER OR CHANGE ORDER. BY: DATE: REFERENCE TE 14 V SHEATHING 2e 4x4 AT 12" TYPICAL 3. INDICATES ECONOMY FORMS CORPORATION BRACKET SB -4 OR EQUIVALENT RASED AT 140 KIPS TORQUE BOLTS TO 1000 FT—LBS 4e 8x10 STRINGERS MAY BE USED AT 54" MAXIMUM SPACING AT END SPANS AND AT 2'-6" MAXIMUM SPACING AT CENTER SPAN 5. STEEL STRINGERS MAY BE PLACED EITHER PARALLEL TO ROADWAY AT 64" MAXIMUM SPACING OR SKEWED SUCH THAT THE MAXIMUM SPAN OF THE 4x4 IS 6`-6" PROVIDED THE MINIMUM DECK THICKNESS IS MAINTAINED 6e SPLICE CAP BEAMS WITH SPLICE PLATE 4" x 4" x V AGAINST ONE SIDE OF WEB WITH " FILLET WELD ALL AROUND TYPICAL AT ALL CAP BEAMS t R '. AT AT , AT M WITHIN l-8" OF 11 A w 11MLL ULURULr\ FALSEWORK SECTION AT WFST AR 11TM FNT 0 FW -1 " 1' 0 as BLOCK AND WEDGE FOR FULL BEARING AS REQUIRED FOR GRADE F BLOCK AND WEDGE —" SHEATHING MINIMUM 6" HIGH AT 4x4 AT 12" STRINGER WEB STRINGERS CONCRETE ABUTMENTSEE PLAN AND ' NOTES 4 AND S CAP BEAMS TYPICAL � OPTIONAL SAND JACK FROM BEARING PLATE 12110 PVC OR SHEET METAL 7"x11"x1°-2" PIPE FILLED WITH SAND AT EACH PAIR OF BOLTS BOLTSECONOMY FORMS CORPORATION BRACKET SB -4 OR EQUIVALENT RATED AT 140 KIP's! TORQUE TO 1800 TYPICAL FALSEWORK SECTION AT ABUTMENT iif= 1/ 0t! WM CU Lo UJ SINGLE CAMBER . cn 0-0-M -M "� x « >< CL V) c� '< a- V) z U j{CU w CIJ Cn 4— r. . I U o� Ln w 5 FW— 1 r-4 c_ a X F- t-- m • t3 b ' • .. FW -1 " 1' 0 as BLOCK AND WEDGE FOR FULL BEARING AS REQUIRED FOR GRADE F BLOCK AND WEDGE —" SHEATHING MINIMUM 6" HIGH AT 4x4 AT 12" STRINGER WEB STRINGERS CONCRETE ABUTMENTSEE PLAN AND ' NOTES 4 AND S CAP BEAMS TYPICAL � OPTIONAL SAND JACK FROM BEARING PLATE 12110 PVC OR SHEET METAL 7"x11"x1°-2" PIPE FILLED WITH SAND AT EACH PAIR OF BOLTS BOLTSECONOMY FORMS CORPORATION BRACKET SB -4 OR EQUIVALENT RATED AT 140 KIP's! TORQUE TO 1800 TYPICAL FALSEWORK SECTION AT ABUTMENT iif= 1/ 0t! WM BRIDGE FALSEWORK PLAN 111= 101-011 6 D C E I FOR ALL ITEMS NOT SHOWN OR NOTED SEE eFw�, FALSEWORK SECTION AT BENT "=1'0" THIS CAMBER DIAGRAM IS REPRODUCED HERE FOR CONVENIENCE ONLY, AND IS NOT A PART OF THE FALSEWORK PLANS CAMBER LINE PROFILE LINE _ N _ tV ON. C C; C� • w F--- a_ CL CU Lo BY: DC SINGLE CAMBER . cn 0-0-M -M "� a _ cn U CL V) a.. (n '< a- V) z U j{CU Co to CIJ Cn 4— W 3 a-< 5 FW— 1 0 "G • t3 b ' • .. ep. 30r 1773 ` c �"1 C= tco i. 60 "••,� '9TH 4.3 co �flt�C�cn irr' CA0w �a Q Z ca "c r_ c I r� int ""r- Co -"r- �Itli� 1 _. ,r, �a10M C:) CX C, cc c, =- w QJ *r •�,��„ �. �CU M .. C..3 Cr U ai CU �- U a., M. -QJ CM CU -� C_ -C_ UJ �_. "WMC aicu �- te M�� C=:, fust C, -�:. W C W CU QJ = W W (U CU C� C, C1 M M u 6 �� 04 = - ro0 .... cu ,. at-: - ro -� C3 IL fo L., � .�; a -= C M �- CO , in CU W ca W --(0CL) U CyQJ �= C, C1 aj =C_= C3 BRIDGE FALSEWORK PLAN 111= 101-011 6 D C E I FOR ALL ITEMS NOT SHOWN OR NOTED SEE eFw�, FALSEWORK SECTION AT BENT "=1'0" THIS CAMBER DIAGRAM IS REPRODUCED HERE FOR CONVENIENCE ONLY, AND IS NOT A PART OF THE FALSEWORK PLANS CAMBER LINE PROFILE LINE _ N _ tV ON. C C; C� • w F--- a_ CL z Lo BY: DC SINGLE CAMBER cn Q CL cn a _ cn � w CL V) a.. (n '< a- V) z U cn (n cn JOBS 2'42076 W 3 a-< CAMBER DIAGRAM S PANS 1.2. & 3 Does not include allowance for falsework settlement ELEVATION 6" 6" SECTION 2x CAMBER STRIP STEEL STRINGER Lo BY: DC SINGLE CAMBER STRIP co Cl - cn (n cn JOBS 2'42076 W 3 a-< CAMBER DIAGRAM S PANS 1.2. & 3 Does not include allowance for falsework settlement ELEVATION 6" 6" SECTION 2x CAMBER STRIP STEEL STRINGER m 41- _t r� cn W `'- � Ln W o C3 Z `�- W emn CO Jam. CL W (_J CL <CL gux to tn SIM AT WOOD Lo BY: DC SINGLE CAMBER STRIP co (SHOWN DASHED) , 0 JOBS 2'42076 W 3 a-< FW— 1 0 16 • Lf) LL • .. 60 1 m 41- _t r� cn W `'- � Ln W o C3 Z `�- W emn CO Jam. CL W (_J CL <CL gux to tn SIM AT WOOD STRINGER WITH BY: DC SINGLE CAMBER STRIP DATE= 21—SEP-42 (SHOWN DASHED) JOBS 2'42076 SHEET NO SCALE FW— 1 GENERAL STRUCTURAL NOTES 1 ---- GENERAL 1.01 Concrete Placing Sequences Place bottom deck and stems full width of bridge starting at either abutment and proceding to the opposite abutment. 1.02 Cambers A. Cambers shown include falsework deflection only. and do not include specified bridge camber. B. Camber strips= See camber strip detail. C. Cambers= A. At end spans, 5(8'2 at wood stringers. xerot0i at steel stringers. B. At center spans 112" 1 J 1.03 Stringer spans shown between falsework bents are approximate only. Actual locations of falsework bents may be adjusted slightly to fit field conditions. however stringer spans shall not exceed those shown hereon. 1.04 Provide blocks and/or wedges as required to grade the falsework. provide tight fitting joints with full bearing. and allow for fatsework removal. 1.05 Details shown on falsework drawings are typical. Similar details apply to similar conditions. Dimensions take precedence over scale. Notes on the drawings take precedence over General Notes. Conditions requiring construction different from that shown shalt be reported to the Engineer. 1.06 These Structural drawings represent the finished fatsework construction, and unless otherwise indicated. they do not show the method of falsework construction. Provide all measures necessary to protect the structure, workmen, and other persons during construction. Provide temporary bracing and shoring for falsework elements of sufficient strength and stiffness to resist all imposed toads. including wind and seismic loads. Provide temporary barriers and lighting when necessary. Contractor is solely responsible for the above measures. Observation visits to the site by the Engineer shalt not include observation of these measures. 1.07 Building Codes, Construction shall conform to the applicable sections,. of the latest edition of the State of California. Department of Transportation. Standard Specifications. and these Falsework Notes. Whenever there Is a conflict between codes. the more stringent requirements shalt govern. 1.08 Observations The Contractor shall inform the Engineer 24 hours In advance of having fatsework construction completed. 1.09 Existing Conditions= shown. Any existing construction encountered which requires fatsework construction different from that shown shall be reported to the Engineer. Verify all dimensions in the field. It is the intent of these drawings that the new construction be Installed In alignment with existing construction as indicated. Dimensions shown are approximate only and shall be adjusted in the field as required to accomplish this Intent. 2 — BLANK 3.— MATERIALS 3.01 Lumbers OF Number 2 or better. Previously used material is acceptable, but damaged material shall not be used. 3.02 Sheathings OF APA sheathing or plywood with exterior glue. Previously used material Is acceptable. but damaged material shall not be used. 3.03 Steels Straight ASTM A36. Previously used material is acceptable. but damaged material shall not be used. Stringers with minor bends in flanges are acceptable provided the bent flange is placed on the bottom of the stringer. 3.04 Falsework Brackets= Economy Forms Corporation Bracket SB -4 or acceptable equivalent rated for 140 kips minimum. Torque bolts to 1600 foot-pounds. REN A. MINNER STRUCTURAL & CIVIL ENGINEERS FURNISH AS SUBMITTED REVISE & RESUBMIT FURNISH- A S CORRECTED SUBMITTALS HAVE BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN DRAWINGS & SPECIFICATIONS. THE CONTRACTOR IS RESPOW SIBi:E FOR DiMENSiONS, OUANTITIES & COORDINATION WITH OTHER TRADES; THIS DESIGN REVIEW C -C; -S N: