HomeMy WebLinkAbout043004-D CALIF.
/i/ TypeP,"frame and grate _
!/E�/ev//`99�.0�9� E/ev 1199.2/
PMS. /o be parallel to and 0.1'66/ow top of wall (
`bars both faces of wall. I September 17 1 56 _
__ Note:
ro _ i"bar,both faces of wa// -
IK.M. 6ulter - +- /E E/eu. See Std sheet for
- I 119715 Ele size and placement of
Extend o1'bars e spacer bars in bottom slab bar reinforcing steel.
of k' 8,2'into floor slab of U headwall. -
�' Extend spacer bars in side walls and top slab
27 bars -!'- z"bars,!3'a "bars.12"Ctrs. ( / z bares- s 12Ctrs of -.CB 2-"into side walls of U headwall.
both races of wall I
. _. l0'__ _._._.._.. C. 8. NO. I-A-A
SECTION A-A
EL EVA TION Scale/"=2'
U HEADWALL 2"bors,//"Ctrs.
K 5ca1e:1"=2' —
10 b
e 343,4?. PI_ N -
/tloo (3 0,'00¢Etiwanda I
ET/WANDA AVE. _0<_�
IT i"bors 12"Ctrs.
- -- /O'
PLAN
N Resurface Etiwanda Ave, Lt
v to Sta. 0t97 (see x-sections)
2'bars, both Sloping wall on side next to street
faces of wal/ i"bar on slope,beth I g"
faces of wo// r ,o
S/aping wo/ Existing headwall and parapet - _ J"fr e
"Elev.1200.l (Remove) M _ "
,E?m..Gutter i _Elev/199.52_— Existing 3x1.5 k
Meet existing /E
R M. curbs Leve/ wa// R.M.curb ,� -Existing C,M.F. to remain \`2 bars.l2 Ctrs.,both faces of wall
E/ee 1200.l P.,2o in place to provide proper
I I connection for new C.M.P. ELF_ VA TION
R/w "- I -Existing /8'C.M.P.
U HEADWALL
PLAN '. I (Remove)
i
Scale:/"=S' / y\, -
R W �_ � f``Z-Existing D.I.
V. �_� (Remove)
AS BUILT PLANS F Elev.
//.rd.09 it/gg 21 Meet existing /E i
Contract No. ' .� ------
Contract
/E /Existing U headwall
S7 P'/ A A —.�. (Remove)
Date Completed—., ' — __ Exists/ape%5
Document No. 9a_a3 � 13'- 343,00.49 Ex'stl8"C'vfP.
Elev. /199.09--' / Elev. 1294.9- 48.3=gj]r-
Elev,1/99.2/
3H °y,y
555,40
¢ i Place I beam 1 Sury Y
e Existing R.M./E
See Std.sheet SarJe l=5'
�.. --------- ---- ------------------ ----------1__
DRAINAGE
Meet existin /E I----Elev-//9AT ET/WA AI DA AVE. AND DETAILS IT US AVE.
/£ 7,8 '�
343,'217
Scale os shown
aL Survey
o Scale:/=S'
0
WW
' I HEREBY CERTIFY THAT THIS ISA RUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN
UNDER MY DIRECTION AND CONTRO ON TRI$ DATE IN SACRAMENTO, CALIFORNIA PURSUANT TO
AUTHORIZATION BY THE DIRECTO OF PUBTIC WQ
DATE 4Z L jZ SIGNATURETITLEE/]
' SCALE I"_50', MICROFILM-SLATE OF CALIFORNIA-DEPARTMENj OF MILIC WORKS-MICRCFILM SCALE (`c 50' - - - —
0 I00 200 4OO SCALE '�"=26 MICROFILM-STATE 0f•CALIFORNIA-DEPARTMENT OF"UBLIC WORKS-MICROFILM
SO 300 30 500 EDD- 700 0-
2 M SCALE I"=26 300 _
'� 10 20 30' 90 so 60 ]0 80 90 'K) LO 30 40 ,60 70 80 .9P 10 2O '30 40 60 70 60 90
SCALE 1"=10' Or 1'-100' MICROFILIA-STATE OF CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILM - ., ,• I 1_.. 1 51
O 10 20 30 40 5O �� SCALE i=16 or I_100' ; SCALE 1"= 40' MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF POOLk WORkS-MICROFILM
150 0 300 SCALE i'=40' 600
80 70 80 90 IO 20 X30 a0 - .100
4- 40 60 BO 20 40 60 80 200 20 40 60 OO 20 40 80 80 a00 20 40 60 SO 5W
20 40 60 80
- t I
STATE
CALIF.
CULVERT DATA PIPE LENGTHS APPROX.
VIII SBA 9 A,Gn I9
—�— APPROX. F.L. ELEV. > .a LENGTH
STATION DESCRIPTION o " C.M.P. ?y J a i z J a Y J OF
WINGWALLS Se tember 17 1956~~`
N o LV INLET CUTLET A x a c `-' Off , '� r i a
L 18" 24" a w a CO d- �' m ✓1 ¢ o. INLET OUTLET /
343 + 02.5 CONSTRUCT C.B. No. I-A-A LT. PLACE 18" CPP SIDE DRAIN FROM C.B. 16' 0.5' 16 1197.15 .16', 6 , 4 0.8 100 363 1 1 111
TO EXISTING 3.0' X 1.5' RCB.
343 + 09.5 IN PLACE PCC DROP ;NLET WITH CAST IRON GRATE. REMOVE. I
343 + 11 TO IN PLACE 18" CYP SIDE DRAIN LT. REMOVE.
343 + 19.7
343 + 21.7 IN PLACE 3.0' X 1.5' RCB. EXTEND LT. CONSTRUCT "U" HEADWALL. 20.5' 0.3' 1197.8 17 9 9.6 1190 50 1 10'
RE110VE EXISTING WINGWALL AND PARAPET.
349+ 00 IN PLACE 3.0' X 1.5' RCB. EXTEND RT. CONSTRUCT TYPE "A" FLARED 85' 2.3' 14 9 3.3 297 1 4'
WING ENDWALL. REMOVE EXISTING PARAPET AND PORTIONS OF STEPPED
WINGWALLS.
548+ 90 IN PLACE 24" CMP. EXTEND RT. 93' 0.8' 14 1291.5 12' 4 3
555 + 40 IN PLACE 18" CMP. EXTEND LT. CONSTRUCT "U" HEADWALL. REMOVE. 136' 0.9' 16 1294.9 16' 6 4 1.4 160 1
EXISTING"U" HEADWALL.
TOTALS 32' 12' 41 29 15.1 1747 413 1 4 1
TYPE"E"CULVERT MARKERS AND GUIDEPOSTS 9
HORIZONTAL REFLECTOR UNITS W61 R 6
TOTAL 17
I
i
I
M �,
SUMMARY OF
DRAINAGE
STPUG TURES
j`- I HEREBY CERTIFY THAT THIS IS RUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN
UNDER MY DIRECTION AND CONTRO ON THIS DATE IN SACRAMENTO, CALIFORNIA PURSU.INT TO
AUTHORIZATION BY THE DIRECTO OF PUB IC W
DATE Z, ,� slGHnmd
1 D , =r ITLE Si? /�rnr�
SCALE I"=50' MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF PUBLIC WOWS MICROFILM SCALE -I=50' • ~�
C 200 400 SCALE '1"=20' MICROFILM-STATE OF-CALIFORNIA-DEPARTMENT OF PUBLIC.WORKS-MICROFILM
100 50 300 SO 59 500 600• 700 O' 50 . 100 50 200 4
I I i.,. I .. I>:. O) I i I - F I i0 20 30' 40 60 70 8O 90 i '10 20 30 40 .96 1 IO 20 30 40 50 SC BO LF 17020 BO 90 3 .
SCALE I'=!O' Or I'=100' MICROFILM STAGE OF CALIFORNIA OEPARTIAENT OF PUBLIC WORKS-MICROFILM SCA'o
I"=10 0.' I�=100' SCALE I"= +0' MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF PUBLK WORKS-MI.POFtLM SCALE I`4V
0 10 O 30 40 50 GO 70 e0 90 10J t0 20 '30 40 150 0 I .100 200 300
fi;O
20 40 CA BO 20 a0 'F1 90 20 40 60 BO 20 40 60 BO 40C z0 a0 60 &7 5W ^O 40 60 80
i I i l l i I I i l l I l i i l i I i I i I i i �. 11 i �_ r l i i i i i i i i i i i I i �•
CALK. 79;7�
A"bwdF'tc - v. -I �iA 404ps-C-r
B B A'xd'r40 31G.bGd h _ • 4 � Ynt s gC shown.® �Mpfl� dx3'r x3S'a rwed.� _ - twbfsdobot+r ewah 6o/f osshown. Se t O �_ e« '� s•• al' ' ' ' �`{�`_ '� ®A A ws/dOd obar avoh boHoJ shownI` i5'x40" wiM/'x/ %/ � W ' ��546
��Q welded obav oaah ba esobow»
.!p - 'r4`r40'�. I •�° '.' --r�'�tPBC•C-_.»' •.. ti N"'.s-E
`be*
. � ,Q � 075: c � '°1N i H.d"'/ ;.•r•�.r. �_ff i, �,.4,5"'....y�`. .
%
.� '�{' 076' � .+. � •:r. t .1k•-I t•:n: 1`;i:,1' .'.`i: .1 1 •y�.,``
r I ?'0^X6k!. `�0 x, a, - .�' � Viz.::: h,':.: i•. '(::•. t fi�-� I ;�
M �:.� •'h`••:. �--:tet' _ i �I 1
's; I •� '.'-•�'`:... , : . . x_:,tam-»t,ys<:':
T � /tnadCArdJ.lw.�rab ::{;'�::'•'-': ::.-:.:::,;•,•.:•,..;ti;.�: i I ' i • � gi i'�1 I
�"�'I CATCH BASIN NO, I-A-B { 1
. 4'xs�rlj;e85�fAy4 2=0' '1 1�' eM.�AvsatcddeRr/n � { .
� CATCH BASIN NO.2-A-B
PLAN SECTION A A SECTION C-C �Nr�
App/lrob/e itv'al/7yor,ofgr>sles. �:�'•,`�. /�Mlix i ;' T
ht fittan>Lxii r ♦sf ��—.�... ..• �'— -
dRb!/MOoI/es P CRw•f.
'i y --------- -'.: � �(� b,. apt •ki � .i 'w{ � 1 1 ! I
* - CATCH 8:1SIN N0.E-A•it CATCH BASIN N0.2-A-A c
SECTION B-B END SPACERS �� �-
1 FOR ALL GRATES
TYPE E FRAME Ra GRATE
M61H•-.lx3""r�'xAD'.! � 11�1-�► MPkl-�43db�rJb' � 186k! � `,'•• _�:,�..' r,
r1P j
_ o CATCH BASIN N0.0 A C CATCii BASIN NO.2-A C H, I
D • I E �-s.r aT.. -1 PLAN SECTION H-F( "
Ll
ij .'
CATCH BASIN N0, ! Et 2 -
._.
_ F—I PLAN �10> , `! ' NOTES
• 411 r'
;+ r Balch Bss%n Dosignofion
Tho 7ut2dw rufcrs 9e*W ai ffW !
_
film- y CATCH BASIN NO.I A•E CATCH BASEN NO 2•A E 77m p�'r# ,vqr"* �f A� '
s, -- -Il- " e/d pm wlaorn�trfhf/v x+rkn fa i�iPs of Iew&
_ T—Miw 1O% ELEVATION i—i{W I +� fur Carvtsatkv�pvpet to ho pAcad.!(•tporfto shomo wo/itir
> 4",li "ity►'ieyb. ��"� 4'x p il�r:i<' �� I-f —' _ :$*Aa e 7 l*vr'Wrslls/wy+N.c-WJr&wl/Awi-lZ4ai�ir W*moo±
Q�scer j Siope ffar frOM a//dir*&AWW fiv oufiat, t
-"' T— T
PLAN PLAN t•&`/f.av it.6t�✓ W,7 4r'lW7!A'
't -' V•4' "/!„w ofi3trmrata tpac/fied
_ lY /1 ''� t ' • �''' N'.'2'//J,*f v'om gnt/fisgt AW d'-Sr for*at*aWlhwol
r SECTION F-F �{
� �`° CATCH BASIN NQ t-B CATCH BASIN. NO 2-13 X•UnionoAlar+wM aOµsrs� :sidcdr AW
a p+pe Alas/r'-;MIAwr X
CENTER SUPPORT T a A•B�' erewlra P'o`atfarntelle� I
!r M dslsi/stye alse/ioi,N-Nobs
j ASSEMBLY �_ �"' -", Germ+-s pwi anon*-OW!As X*d whor hw 4rm m g►�N*.v sp.er�a�wlw.
rd'selr.in SI'BnYwith now/ °� Wll's tnOf/7i1P/J A'rr 3(iI tfi!/AIB t/red b,�iriJ hw&-o ww flaliw iapidif er• "
MMtmdboltMrhiAft
tlr't t'a»srarfQrskASryit, Siwts�d+ribrafr swcwr w•'s :. j" ..-- -
*no,it !hs N'4eliM, ,.:
cf tnla/ 'A4eMc,'r fliAislAao�dr" ,
SECTION D-0 a Av/ HAd/M afS*&d ra/ sr4e% and *Sa.- tfi dLaf
r S ECT IO N E-E 4r tragei su4llr alw0 eEs%f'
u n �'� .`J_.-- r, �' aefirwra•JhN. .t//bdhuroo ivcw�ltlr :,
tt :• '�:•- � For•X•2=0'ure S"-�9tr'N-Bsavit 3��`/ate •` ;
FRAMEfr X grtto/er f/ah 2"•0,°4wo r-*l'2Sra arJ4/sap* x+lob" s
TYPE A $ . GRATE TYPE B FRAME a GRATE �/ata• rra�gs,»scti+arofsiAae will,sfav,ofevlol�Meetw•3a d
CATCH BASEN NO I•e iE CATCH BASIN NO.2-k•E ki!lelo:eeAg sllvelsf�//deameti+o�vd/ crwr er!'r»r, rxrrntoi�s�?a� �F
VARIOUS SECTIONS FOR `G-G" CATCH BASIN 86 GRATE i
AS LT
UI PLANS
Contract No. Gv�
3' SCALE ;,,-E"=�''=d'
div s' 4-Q ��.-
Date Completed__ ________
DOCU!•gyp (�' ..v...:.. :_._. _ ._ ....
tt ent No.. I HEREBY CERTIFY THAT THIS IS A RUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN
UNDER MY DIRECTION AND CONTRO ON THIS DATE IN SACRAMENTO, CALIFORNIA PURSUANT TO
AUTN.ORIZATION BY THE DIRECTO OF FU IC VQ
DATE ll J. ,SIGNATU'• % ITLE �/J
SCALE I"=56 MICROFILM-STATE OF CAL'FORNIA-OEPARIMENj OF PUBLIC WORXS-GICROFILM ---� - '
(] SCALE ,I•-50 SCALE i_ MICROFILM OP CALIFORNIA- PARTMENT PUBLIC wO 01`171 CALF " O
loo 200 300 400 500 60� 700 0 0 100MIc _
"-2 Of RXS MICR
200 3C�
I I I I I I" I I I o z0 ao 40 5O 60 70 s0 90 0 z0 ao 0 50 60 70 B0 90 1 ro z0 ao o S eo I7o Bo Bo
1- _ I I L I I I I 1 1 1 , 1 I I I i I i i
SCALE i'=10' Cr 1'=100' MILROFILM-STATE Or CpLIFORNiA-OEPANTtLENT OF PUBLIC WORKS-MICROFILM ef,ALE I=10 Gr i"=1(70' . CALE 1= a0 MICROFILM STATC.OF GAIIrORUTA-OEPARTMEN� Of°UEGA.NOAXS-MICP.Of ALM
0 loo 200 300 SCALE I`=Ao" 600
L10 20 SO p0 50 � 70 BO 30 IW Is: 20 �� a0 150 0 95 _
�: I 1 I I I I I I I I I 1 1 1 I I I I I 1 20 4o so e0 zo 4. so Bo zo ao 6o ao zo a0 ao 400 zo 40 B0 R0 5L'0 zo ao -1
o w
--> I l l l l l i �.;. .I I I I I _I 1 1 i I 1 l l i i 1 1 1 1_ 11 I 1 _
SPAN _ 2' 3' 4' 51 vT
To Accompany Plons Dot¢d Septemberljl
HEIGHT 1116 2 2 3 2 -j?-- 4 2 3 4 5 2 3 4 51 6 _ T
_ --
STRENGTH CLASSIFICATION A A A A B A A B g B C A 8 A B A B C U A B C D A 6 A B q e C ATS C D A B�C D E A C D E !Vii! SBd 9 !A Fn '9 9
i To S/ab TI Sz 6z 6z 6t 8 7 7 8 7 8 9 7z 8 7z 8 7z 8 9z // 7z 8 9z // 84 R4 8484 8'a c3; '--- -
9z 84849z /2 84!84 9z /2 /3 8484 92 /2 /3 `
c� l Bottom Slab Tz 6 z 6 z 62 6 z 8 7 7 8 7 8 9 6 z 8 6'z 8 6'i R 9 i /4 6 r 8 9 2!/4 7 7 8 7 8 /0 7 810 /2 7 .8 /0 12 13 7 8
Sidewa//s Ts 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 5 6 6z 7z 6 6 6 7 $ BRIWE ENOINEE TRuc YRAL N8E KeER
_.
a Size:Bar# 4 4 4 4 4 4 4 5 4 5 5 5 5 5 6 5 5 5 6 5 5 5 6 5 5 5 5 5 5 7 5 5 7 7 5 5 7 7 7 5 5 7 7 7 LICENSE so9
4 z 4'i 3 z 4 4 5'z 4 6�z 4, 6 5 z b 5 z -0 5 z 4 r 5 z 6 5 z 4z 5 z 5 z 5 5 5 z 5 t 5 z 7 2 5'z 5'z 7 z 7 5'z 5sz 7 z 7 6 sz 5'z 5'z 7'i 7 6 Bar numbers denote AppROVED Ocfob¢r 10 I4
Len th 3-8 3-8 4 8 4-8 4 8 5-8 5-8 5 9 5-8 5-9 5-9 6-9 6-9 6 6 6-9 6 9 6 9 6/ 6 9 6-9 6-9 /0 7-9 -9 7-9 7-9 7-9 7-9 8-/ 7-9 7 9 5/8/7-9 7-9 8/82.8 2 7 7-9 8/ 8-/8-'?
nominal diameters of
'� d Dist. To Slab-Na.of 3 3 4 4 3 5 5 4 5 5 4 3 4 5 4 5 4 4 5 5 5 4 -5-F-6 4 6 4 6 4 5 6 4 5 5 6 , 4 5 5 6 6 4 5.5 round bars in eighthsT
USTATE HIGHWAY ENGINE
Bars Bots/ab-No.of / / 3 3 3 3 3 4 3 4 4 4 4 4 4 4 4 4 5 4 4 4 5 4 4 4 4 4 4 5 4,4 5 5 4',4 5 ,5 6 4 4 5 5 6 of an inch(Bar#6=-'0) CIVIL ENGINEER UaNS 2084
e"Bars S ci7� /8 I8 /8 /8 /2 /8 /8 /8 /8 /2 9 /8 /8 /81/8 /8 /8`!2 9 !8 /2 7 5 z /8 /8 /8 /8 /2 %2 7 /5:// 7 5 6 9 7 ,5 4'z 4
S Number 6 6 6 6 6 6 8 6---8' /0 /O 6 8 /0 /2 /2 /4 Note:For boxes of height less than that shown in table,
! o Concrete:C.Y. r Lin.Ft. 0./8 0.2 0.24 .2210M .29 33 0.35 0,3 .40043 0 0.41 .4/ 0 0. 0 0.4/0.43 . 47 0.48 050 057 5 06/07/ .56 58 .65 .76'0860.5910.6M.6810840.94 use ne.'t greater table height slabs,wall dimensions
O� Reinf Lbs 22 22 281 Z9 35 35 36 39 38 44 52 4/43 43 45 45 47 57 68 46.52 64 78 49 47 5/ 50 53 52 JI 55157176187 57159184 96 98-05169196 11021114 and reinforcing steel,and mane necessary changes in
1 Area A 3 4 6 9 8 /2 16 /0 /5 20 25 12 18 24 30 _ 36 42 bar lengths,number of spacers and quantities.
Hydraulic Rodius R .43.50.60 .75 .67 .86 /,00 0.71 0,94 /.// /.25 0.75 /.00 L20_ L36 /.50 /.62
a ,Neutra/Slope %.83.9/ .73 .82 .64 0.70 _077 0.59 0.62 0.67 -OJ3 _ 0.53 056 0.59 0.62 _ 0.66 0.71
Head Factor k /.301.0 .85 .65 .75 0.55 0.45 0.69 0.49 C.39 0.34 0.645 0.450 0.358 0.305 0.27/ 0.247
i� Entrance Ca ci Qio // /7 26 48 35 64 99 43 80 /23 172 52 96 _148 _207 272 _ 3543
Desi n Discharge QTOo /8 28 43 79 58 /07 163 71 /32 203 284 86 159 244 341 448 555
LCose Il orP1d 60 3/ L3/ 5/ 2/ 2/ 30 2! 30 40 r2 21 !2 2/ // /9 30 40 10 /93040 7 /4 7 /4 7 /4 20 6 /3 /931 6 11/3 /9 31 38 6 13 19 31 38e IP /00 1 00 32 32 00 32 /00 /2 27/2 27 // 25 65/00/G 23 50/ 7 /5 7 /5 7 /5 25 6 /3 23 60 6 /3 23 6C/00 6 /3 23 60/00ose .PZ 32 18 ed /3 /3 /8 f3 /$ 23 9 /3 9 /3 8 /2 /8 23 8 /2 /8 23 6 /0 6 /O 6 /0 14 5 /O /3 /9 5 /0 /3 /9 23 5 /G /3 /9 23
SPAN 7' _ 8' _ 10' _ _ 12'
f HEIGHT 3' 4' S' 6' 7' 3° 4' 5' 6' 7' _ 8' 4° 5' 6' 7' 8' 9' lo' 6' 7' 8' 9' to, 12'
STRENGTH CLASSiFiCATtON A 'B .A B A B C A B C A B C A B A B A B A B C A B C D A B C D A B A B A B A B A B C A B C A B C A B A B A B A B C AIB C A B C
ciTop Slob T177z9-%< 972{ 9 /0 72 9 /G7291G74$`z734$'2I34$'zJ4S21O7_48'2JG /274$'z / /2 $49z849z849z$49z8412I2 $ 92 /2 $492J!G !0// /G /12 /G I/2 IOlIi2I34 /0 /17/34 /O /I2134
BattomSlob Tz 7z 8z 7'z $_ z 7z 8'z !O 7z 8'z /0'7 z 8z /0 74 04 74 0474!0474 04°/!4 74/O4I/4!I3 74/O4//4 I3 $2IO482ID4$2IO4 82 IO4$'2/O4 /3 $z 1O4 /3 82/n'41/3 /0 2z /G 221/G 122 1G(J22 421/G /2'2/42 /G 22142
_ I!�-T rf l-
Sidewa/!s ~Ts 6 7 6 7 6 72 9 6 17z 9 6 7z 9 7 7 %' ,7z17z 94Jz7z:941//t 7z17z 94 //z_8 1/OI8 /U 8 /0 8 /O S !01/2. 8 /C /2 'z i9sz//zi9zll/z 9z'//z/3z9t//z/3z 9z1//z/3z
a Sire'Bar° 3 `B 5 'S 5 56 5' 5 6 5 5 6 5 �5 5�5- 5'Si5'b6`5 5 6 7 5 ' S 6 + 7 6: 66 6�6 6'�bt6 6 6 6 6 6 6 6 5 6 717,17 717 7 7'7 7171717 7 7 7
S cin. /2 /O /2 10 /2 /O /2 /2 /O /2 /2 12 /0 /2 /4 12 /0 /2 /4 15112115 /2 /5 /2 15 121101151.12110 /5 /2 /O °/5/8 /5 I/8 /5 /8!/5 /2 /8 /5 /2 18 /5 12
len h 7-9 7-//7-9 7-/ 7-9 8 0 83 7 918 0 8 3 7-9 8 0 8-3 8-!/B-// $9 8//9 0 9 093 0 9 9 3 9 8 9 0 9-0 9-319-8///// '////5/// '1-617A1111125//-///5//9/!, /5/1-9//-/1/-5/1-9 13-3 i 31 /3 3113 133!3-7 4 13-3/3 /33 3
7b4I l
b Size:Bor 5 5 5 5 5 5 6 5 5 6 5 5 6 5 5 5 5 5'5 5 .5 6 5 5 6 7 5 5 6 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 ? 7, 7 7 7 7 717 7 7 7 7 7 7 7
72- /0 /2 /O /2 /O /2 /2 /0 /2 !2 /0 /2 /2 JO /2 /0 /2 IU 112!JO /2 /2 !0 /2 /4 /2 /0 /2 14 /5 /2 /5 /2 /5 /2 /5 /2 15 /2 /O /5 /2 /O /5 /2 /O /8 /5 %8 /5 /8 /5 /8 /5 /2 /8 /5 /2 18 /5 /2
i c j Len 2-2 22 22 2 6/3 /2-2 2-613' /2-2. 2-613- !3 3 5! 3- 13- 13 6 I4 13.6,4-116-2 3-513-6 14-7!6 2 164 6-816 /6 64/6-81/6- !6 8/6 4/68/7-2!64 6-8/7-216-4116-8 7-2 9-8 61-820219-620-20-80-2 98 2 /9$
25-2
C Size:Bar's 5 5 5 5 5 5 6 5 5 6 5 5 6 5 5 5 5 5 5 5 5 6 5 5 b 7 5 5 6 7 6 6 6 6 6 61 6 6 6 6 6 6 6 6 6 6 6 7 71 7 7 7 7 717 7 7 717 717 7
t f l S ci A-18
2 /O /2 !0 /2 /O 12 12 /0 /2 /2 !0 /2 /2 /0 /2 /0 12 /0 12 /0 !2 12 10 12 1412 /0 12114 /5 /2 15 /2 15 /2 15 12 /5 112110 /5 /2 /O /5 /2 /0 /8 /5 /8 15 /8 /5 18 /5 12 /8 15 12 18115 /2
,`o I Len /Z-8 -8!4 /4-8/5-0/5-9/5-816-0/6 9/6-B 7�13-10/4-214f 15-2 5: /62 6/17-3 J7%JI7-11./83/8-/13""8 8-/l 19-319dl 20•$7- 7-1 B-3/8t/A3/9-/ /2/3 2//2Z 8 22- 2-/23-8 23- 23d'4$2/-9 71219 -,?3-9 X-74.9 5- 26- - 27-3136-90V 29-
b Dist To Slab-
MO.Of 5 5 5 5 5 5 6 5 5 6 5 5 6 6 6 6 6 6 1 6 6 6 7 6 6 7 8 6 6 7 8 8 8 8 8 8 8 8 8 8 8 9 8 8 9 8 8 9 /0 /0 /O /0 /0 /0 /0 /0 // /0 /0 1/1/01/0
Bars Bot Slob-Ab.of 4111 5 4 5 4 5 6 4 5 6 4 5 ,1645 6 5. 6 5 6 -5 6 7 5 6 % 8 5 6 7 8 7 8 71817 8 7 8 7 8 9 7 8 9 7, 8 9 8 /0 $ /0 8 /0 8 10 // 8 /0 // 81/01//
e Bars S cin !8 /8 IS 18 /8 /8 /8 /8 /8 /B /8 /8 /8 18118118 18 18 18 18 /8 /8 .18118118 18 /8 /8 /8 !8 18118 18118118 /8 /8 18 18 18118118 /8 /8 18 18 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 7a-'78-/8-78-178 /8
S cers Number 30 4 38 26 00 3 34 38 42 32 36 40 40 44 48 48 46 46 50 50 54 62
a Concrete:C.Y. rlia Ft. .4 Q58 052 .6 .56 0.68 0.8006010.730.86 0.64 7 09/ ,66 U 07!00076 0.7!0.8/0.9b %6 OB .04.2 80 0.9/ /-/2/.34 0.81 98 8 .04 0.9//./0 096/./6 1.0//.23 L52/.06 L29 L60 L// 1.35/.67/.2 /.4 /.26/. /.33/.6/43714681.98Z4314761.07/. /.90 .23
v' Reinf": Lbs " " 95 /1/ !00//7/ J2//4 7v-9F1?-7T1-53//5 !60103/2!/0 2 //213 /8!3 / 2 43/7/20i/29/49/77 2/O/43 75/4 /82 55 88 158/92/65 99 236/7/205 43 1%4 091248!97 35 20/239 07 246 2//25 2/8 25 /4 28' 71W9
Area A 2/ 28 35 42 49 24 32 40 48 56 64 40 50 60 70 80 90 /00 72 84 96 /08 120 144
J3 H droulic Radius R 1.05 L27 /,46 /.62 /.75 1,09 ;,33 1.54 1.7% 1.87 2.00 /.43 167 /.88 206 222 2.37 _ 2,50 200 2.2! 2.40 2.57 2.73 3.00
a3 Nautro/SIo % 0.52 0.54 0.57 0.61 0.64 0.50 0.52 0.54 0.56 0.59 0.62 047 0,49 0.5/ 0.52 0.54 0.56 0.58 0.46 0.48 0.49 0.5/ 0.52 0.56
HeodFoctor k 0.423 0,332 0.281 0.247 0.2.?4 0.404 0.314 0.262 0.229 0.206 0.189 0.288 0.238 0.205 0./83 0.165 0./53 0./43 _0 18-9 5.167 G./5/ 0.138 0./28 0.114
Z'' Entrance Capacity lo //2 173 241 317 400 128 197 276 362 457 558 247 345 453 571 698 834 976 543 686 838 /000 //70 /540
Design Discha e l 185 285 -,398 523 h59 212 326 455 597 753 92/ 407 568 747 941 //50 1380 /610 896 1/30 1380 1650 /930 2540
oCase u orPlll /2 c'0 I2 20 // 119126 // 26 /1 /9 2b 9 /7 9 /7 9 17 8,16 23 8 /6 23 32 8 /6 23 32 5 /5 / /5 22 5 5 /5 22 4T/2 /2 4 /2 4 /2 /8 4 112118 4 /2 /8
Case IP /2 24 12 24 11123137 J/ 23 37 // 123 37 8 /8 8 18 8 /8 7 /8`30 7 /8 30 59 7 'l$ o� S9 6 !6 6 /6 S /6 51156153 /6 30 5 /6 30 5 /6 30 4 !2 4 /2 4 / 4 12 /9 4 12 19 4 /2 /9
Q Cose Y1' 10 101141101141 9 AJ /7 911,311719 13 I7 8 /2 8 12,8 /2 7 12 16 7 /2 /6 2/ 7 /2 /6 2/ 5 /2 5 /2 5 /2 5 /2 5 /2 /5 5 /2 /5 5 /2 15 3 ,/0 3 /0 3 /0 3 !0 /5 3 T /5 3 !O /5
I Inver / T3 S Tj For culverts of .T3 S T3
�` - grade,provide
1 a e I See Table I #4@/8"ea.way Fend 2"Rd °f4Spers/S t tr c Bars
•,. P a .v D - 6 adjust quantities.
� > o P.:r:° TD? SLAB FILLET
ALTERNATIVE'FLAT"INV
SIFt) 2 3 4 5 6 7 8 10/2
r a F ¢'B rs P Provide n.iving
!- • -�' '.,F�•..:' .. °v_ S s`4d^Bars 2S -a patch for culverts d'�° , u
at grade where .2 S. 4 d"Bons 2 S o p o
A S B U l LT PLANS � b ROC.approach a �
a WI
Z ` >' S/s _44"b-Bars a°',' paving is used.
Contract No. . '�gr`z� E v #4SpocerBors Z O Pr'1 D `4
S/o 6/ as ! ^' overt
Date Completed :� Saye 1 E1ev. ti rnl.ert E/ev.
��®Q�Q�1 a as4 f"Bons A : D'• ' <z
h s,. „a P.s 2S _P d'Bors 2S
locument No. -..,L�• h a; p
�- Slope/4 /2 ° Slo e%4 I DEPARTMENT TATE OF
f PUBLIC WORKS
ALTERNAT/VE ALTEf7NATIVE o re a Bars b;' 8 r
9
ss n 9• • _
DIVISION OF H16HWAYS
N , ° ° ,�• STAND"D SINGLE BOX Ct/LVERTS
V/NVERT TRAPE20/DAL /NVERT
Bars ..:I�, °✓li�J�' _
TYPICAL SECTION ,2'TO 6'SPANS TYPICAL SECTION 7'TO 12'SPANS
SCALE BRIWE FILE DRAWING FFcc��
A-V6
I HEREBY CERTIFY THAT THIS IS A RUE AND ACCURATE COPY OF THa ABOVE DOCUMENT TAKEN
'UNDER MY DIRECTION AND CONTR0 ON TRI DATE IN SACRAMENTO, CALIFORNIA PURSUANT TO
AUTHORIZATION BY THE DIRECTO OFr quic WQ
DATE ,Z/.d 77TSIGNATU f L iTLE�/.j
SCALE '1"n SO' MICROFILM-STATE OF CALIFORNIA-DE,
ARTNENT`OF PUBLIC WORKS-MICROFILM , SCALE -
r .
Q IaD 200 40Q SCALE '1'=20 MICROFILM-STATE OF-CALIFORNIA-DEPARTMENT Or PUOLIC WORKS-MICROFILM M -
1 300 so 500 600= 700 - `. 0 r 50 1 100 200 SCALE 0 ,
J SO SO 0 20 30
40 60 TO 80 90 '0 20 30 a0 50
.60 ;]0. 80 -90.. IO '30 a0 1]02
i
MICROFILM-STATE OF CALIFORNIADEPARTMENT OF PUBUC WCRK9-MICROFILM • - I ' ' '•"'I"" ,,.- 1 ' ,
,." .u, '
SCALE i'=10' o, i'=190' - �„�,:.,.!, j ( ! �
Q
10 20 so 40 5G SCALE I"=w' o, f=loo' 300
IQQ r SCALE Ise 40 - fA1CROFILM-STATE OF CALIFORNIA-DEPARTMENT OF PUaLR WORKS-MICROFILM - 00 SCALE 1=40'
i l0 20 'so 40 i50 O 1 , - we 300 so 600
I 7I 80 90 20 50 60 80 '
1 20 40 60 a0 2 1 10 40 ID 80 20 aD EO' 90 400 20 a0 60 Go 500 20 40 60 80-
��� CALIF
4. GENERAL NOTES To A4cempa y Plans Dated 5,,4A^A
SKEWED PARAI TS
L DESIGN .NOTES LOCA T/ON NOTES CONT'D Skew - VIII SBd "9 A Fna io ; is 1
Angle SpJ�V
4 5 6 8 0 1 ,,,,�,,( s-----
N +, SPECIFICATIONS:A.A.S.H.O. dated 1953 with subsequent mod- DESIGNATION:Show on plans as Spon x Height-Strength MOSSMICaflo17-
/f/c01/00s 0171 8r/d9e Deportment Supplement doted/953. Case x Length:thus 4x 4-A-3"x 60,followed by alternatives. O°I5•
LOADS:Live Load°one H2O-S16-44 truck with 30%impact for ALTERNATIVES:Invert will be sloped vn/ess"Tropezo/da1 Inert;Flat/nnvt"Or o 4 5 6 7 B a OctoGer/O/951'o//cover depfhc.Neglett live Toad when on sing/e spans caner "V-/nverf is included in designofioa Ends ofcvHM will be rounded unless l6°-30' o "'"°"`°is more fhon 8'ond exceeds spon or on multip/e spans cover Square Ends"ore designated.Parapet on culverts with over 2'cover will be 3 3 3 3 33 w`
D: + ° 3/• 45• 7 Bar numbers denote nominal diameters a, ' "'°"•......... 'M•-ue-
h ; I exceeds distance between faces of exterier weft. Culverts /=0"unless'ft.parapet is designofed.Such designotians may be ea° 313151 3 3 3 3 round bars in eighths of on mch.(ear"6=314.0I
of grcde treated as bridge,with wheel load on invert slab different for inlet and outlet ends. 0•-45'4Hoo0 12"clrs. Le !h of culvert _ I
x i distributed over 7.0'transversely and bre0dth of cu/vert QUANT/TEES•'Ouantifies are for est/mat/ng only.They are for the alternate
T i'i /ongifudino//y. Live load distributed thru fll/os follows:- A01 inverf s/ab and do not include sF ces in/ongifudinol
^ T`O,7SYerSe spre47d=1-2s/.6F;/0,79AVdina/spread=1.5f1.5F, bars nor concrete and reinforcing for spec%1 coverage.Lengths Length of culvert`g I Z" Note:Height and bolter of curb
I Earth food of/20 Abs per cu ft and 4w equlra/enf fluid of b"and"b,"bors are same.Very bending of b bars to suit J8�o 1 3"(Sea S eciol Promoons may be varied to conform to approach curb
i I pressure of 56/bs per cu.ft (both reduced 30X for balanced bottom Slab. Q F °o for roil element
£ a $
design)and modified for bedding and boakfi//conditions. SPEC/AL COVERAGE.,Where cu/r•erfs ore constructed odjocen/to ,o �' 4 B°rs 3 � �:"``� -Skeu:r
Ut✓/T STRESSES• fs=20,000 psi; fe=/,000psi; n=/O;0=300psi,• so/f water,thickness of concrete shall be increased to provide • P ; c, l"Radius ¢
v=90 psi. Reinforcement to be round deformed bars.Embed 2"coverage between steel and exposed surfaces.Where scourCy/ i
-"F 4 Neaps Q /Z" ...�. 40awe/s E'IS s
men/IF/ii Dio,clear,mTn/"except as noted.Hooks shall is onficipoted,thickness of bottom s/ab shall be increased to ` Tof.3-'!4- 1 -ir'oin re/nf
conform to Manua/of Standard Practice,A.C./. Bgcking for provide 2"minimum coverage between steel and exposed surface. Rodius of rouna/ng=
hooks is 4 diameters.Brn sp!lces to be 20 dtome/ers anlessnofed. f�r's�3f but not/ass than 4",' - I ors erS.
Oefovin-71167s shall conform to A.ST.M. A-,705-4,9.D/strihtthan than Te po
_._. .. - ._
0"bors;cover'a"fo span length,fop slob=r maxnor mora .4.
.SOX. WITHOUT RAILING W/TH RAILING PART PL AN-SKEWED
Cover a to spon length,bottom slob=F °-,min.259 USS OF STAPLAN
Lover exceeding span/eng/h,top and bottom stabs 259. STRENGTH CLASS/FICAsymbolized by the letters i1,8,C,"
etc.,of the fop of the data table is merely a convenient desig-
nation for a porliculor structural secflon for a cv/vert Of PARAPET DETAILS EOR SINGLE SPAN CULVERTS
CONSTRUCT/ON NOTES any given opening.It is dictated by two factor,(Il the method Length of culvert ten th of culvert
of bedding and backfill,and,(2)the cover or depth of fill over --f''Bais.RunZOuler
SPECIFICANONS: Standard Specifications,Division of Highwoys, the top s/ab. For convenience,bedding and backfill condilions 4yn4s bars length of poiope;
and SpGaFA/ProvlslotAs acC01»Panyiny plans. are grouped into Cases II',mr-w,-w,which are mustraled t°4 Hoops Inner bars tot spans Rod.-$ ,nlericv wal/
by sketches and described in the%aealion Notes."WNL little @I2" Ke ed Const.W. 7 __---._
MAXIMUM COVER: Sfrenth Classgification sovld be reviewed in or no information on sol/conditlans,assume Case-Zr oriM. st p Cv/
r h *� f:rb deloi/s siml/or
the field after foundation is exposed /f excavation dischses h inose above.
foundation materials different then presumed for dasign,fhe �rs— f'Bors
design should be reviewed to determine the necessity of m-
Radius of rounding=
Stronger culvert section; ®-Improvement ofhedding and/or EXAMPLES t ls th �
I-Method 9"bo0fil/,(see Standard Specifications), AS DESIGNER:N has been del,.• ;ned by hydraulic study,or other 2 du!noesan 4
na more
s~ except vertical hates of trench shall not be more than/'outside reasons,o std. /O'r 8'cu/vert 60'/ong is required,to be con- WITHOUT RAILING WITH RAILING PART PL AN-SKEWED
dimensions of the struc/ure:1 strutted in the open(no trench)on o yielding foundation and 4
EXPANSION JOINTS:None in invert s/ab.Under cover less than under 13'cover.
spon length,p/oce Wex/Ajb materia/in top slob and NY& Procedure-From the sketches of Cases and Location Notes it is
walls In dividing strip or outside shoulder.Under cover more found bedding and backfill condifions conform to Case Yom'. pAARAET DEM/LS FOR/MULTIPLE Sr'AN CULVERTS
than span 1-9/h,Place expansion loinls M top slab and side- Enter the table of the 3rd/ine from the bottom(Case.II oi2dl1
wells on/y of 30'* ch$-,and addi/i°nal joints,as d/recfed by and select the 2nd cn/umn under the 8'row where cover depths
the Engineer,at locations of change of foundation material. tc 14'ere a//owed.Move to the fop of this column,where file 4'0"
CONSTRUCT/ON LOADS:Construction/ands heavier than legal!Dods required"Strength C/ossification"indicoled by the letter 18"wi/1 r Rooawoy Roodw4y7 Roadway
not permited unfit concrete has reached a strength of 3000 be found.F/no/designetTcn:Std./O r 8=B YQTx 60: Cw7rpocted Method79"
+« `
psi end structure strutted and cushioned as direeled by&gfneer AS RES/UFl✓T ENGINEER.itis discovered in making the excavation A
for the above culvert,that the foundatian is hard,`l^sfead of a c.L �1 IVI i�'L IY! Loose
P/ace I-treom/mm wJ1, °= Bocxfx! �
yie/4'1,79 as expected,old that compacfedb00fill will be used height-thickness ofs146,in
From informobbw on the standard tans N Is ascertained this G.L.
LOCAT/ON NOTES " P grade Jap aawar,onlyand
situation!o be Case Itl which for o/3'covei requires Sfrea fF om/J cover
- , q g New eons/ruction
HYDRAULICS./!slope o(noluro/channel exceeds"neutral slope' Classification C."According/y,Change Order should be initiated Existing emsnuction`
Of culvert ealronce copecity for IO•yr.flood(o/ol will usually CaP!,7g for a Std!0x8*C-YL x60: j/���J��t �, IN TRENCH ON SUBGRAAE UNDER LOOSE BACKFILL
ASR A(� determine size.Otherwise compute total heed-(� )+(/,05A, 1, �1 "`Y' CASEZorM CASEX*o/M' CASE1Yo:=
LJ I�T PLA t V S where Vis head cantor, Vis length of cu/vert and oma the �ULVERT LEXTENSIOI y/ DD/� �® gACKF/LL
? 100yr.flood,and compare with allowable head.TObu/ot�ele-
Contract No. s�prr�� mems ore for fall nonlno/ section.
Date CompPeted MAXIMUM COVER.,Allowable dependsonbeddingaadbockfi/I.Use.
Document No. Fav { 4 CASEII-For construction in trench on hard Joundofion.
DCPARTMLNi or wx,c wixs
CASES forconslrucflcnin trench on yie/ding foundation;also
/f Method 6'bockf/N Is used. STANDARD BOX CULVERTS
CAS£ '-For conslruc>ion on herd foundation.
CASES For construction onyielding foundation also on hmd MISCELLANEOUS DETAILS
/f Method S backfill is used. � ���
For An information on Cases see CallfoN7/a Cu/vert Practice" SCALE eR100E M0. FIL06-t+4 ORAM,M�
It-34 O
Q i.•ed 1-9-54,.P;An /J�
y Dolce/L^ XS-/-?9/_7 s59
Cdeted SN!Pec.R,ree
R
I HEREBY CERTIFY THAT THIS ISA RUE qND ACCURATE COPY OF THE ABOVE DOCUMENT TAKE'.?
'UNDER MY DIRECTION AND CENTRO ON THIS$ DATE IN SACRAMENTO, CALIFORNIA PURSUANT TO
AUTHORIZATION BY THE DIRECTO OF PUB IC
/
DATF. 7
Z�� 7��--SIGNATU ITLE—�/.,� /C/911.'
O _ SCALE 1•=50' MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILA SCALE -1=50' MICROFILM -
I00 ZOG 400 SCALE 'i 20 -STATE OF.CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILM" '
300 600 706 ' 0 "
50 50 SO `•� 96 � 100 SCALE = 0
.. - IO 20 30' 40 GO 70 So 90 I K) 20 30 40 .BO .TO 80 -96. Z 10 20 30 SO S OO 1702 BO 90
SCALE 1'=10' Or I"=ICO' MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF PUOLIC WORKS-MICROFILM 4 ' •' '`' ` " 50 I 300
!
0 10 20 30 40 50 'lam SCALE 1'=10' 0: ('=ICO' SCALE I"= 40 MICROFILM-$TATE OF CALIFORNIA-CEPAPTMENT OF PUSOC WORKS•MICROFILM 50
1, 180 70 80 90 10 20 136 40 I 5
0 0 I ,100
300 SCALE fe 4q' 600
I I I ( I I L I I zo 4D Gc eo zo ao so eo 206 40 Go eo zo ai w" "o ao0 20 4c Go ea so° zo 4o Go w
. I10
�._.._ _ ..___ � ___ .__.—�.--.-.__.� _ —__ -- �—STAT[ " •1 'u�_�.�
I [ R— CALIF
-6 3"Mox� 6L3'Mox. A See"Special Pra/isions" D
for roil aecompanyplansdafed,�eo'sm6ar/7,/9 6_
� •--"�"'----_� y � @/SiGfrt. Qadius o{roundirNy-,Z but real/ass --r—
M g ( [r",-n^. both Facas •' than4'ormore/ban the fhicknass
t § without Railing ` bo/h ways. �. V 0/"60X Mall
r4' VIII 86d 9 A,Fnc l! i9
- s/e"Min Bo// _ _�_ 4+ -� "4 N
ape web os
I "
` I `.:, ,;;; - F Bars See Mise.
1 ------ ----- I rY J f.
x r._ r. Delo//slee
I C: ,�• 1 Oc}ober C(952
I „ti Slot holes for 6;F15..5posi Qoundiny ie i$ i i
Will.odjuslmenl. ( � CcwM[[n
/
F. I weld 4"x%a pads ¢` — 4'z 2x0 7 / r1!
it washer b� --------
'''! �%"Bolt a " ! I 2-*4
3 /'/4 X/�2"BO/I t"'-' B
shim post os required
ELLSECT/ON B-,6t'A TION
'V 9 IS
/ Extend ox wa rrihrdi ra/- _hy /•5H E/ay.'a" -f %
SECTION A-A LHi-" bars in bl/ t .. ._._- _ f— / /NOTE./{TypeeYeadwa// 1
j RAILING DETAILS rniohC�dWe'+//s 3" ----- - i,' /
/aytm/pa/a/.nss will
Sce/e: y fed,
a
r Aland"N.Any/eot{arc
T,PE'fd I
TABLEOFREINFOWN6S7MLtS !
-ro Ms 1 3 4 5 6 718 JO /2
�g-z"
Bar No "4 "4 S "S 3 5 "3 *5 TYPE ,C,,.
S i /2 e wT9 B ! 7 6 5 I
No *6 ` 5' 6 s'6 7 # 7 I
Ottuber 2 2 '3 13 1 3 13 3 3 SECTION C-C
Th%cknass o{adJoinmy NOTE:O%mens%onsS"?' TYPE °9n I I
box ova// fh;cknessof walls and I G I I 1
hoftorns/ab lobesame (STRA/6HTHEADWALL & ENDWALLS) I16xfenda/JJongis?d0/
1 Idars in bnz we//s 2-Id"
as adfoininy box eu/verf D -.v: f i unto wings,excep" I j
51 r I I /- ( 1 where et ff occur.,.I 1
t_ (1/tti Roi/i !
r'e"bars /8 t ors. e Ba sCanf ^*3-�'- -
tr ! frvmbixat /Wifhaut[To%ling
I .-. •..Q x �� sao�c sparang s \ .!(.?:_ 2 � !. '
-- r � y, %in�{vrffwo is I•-�" 4e/a''� a/J� ���- t f
-------, C O (/ariab/e/-Oto/=6" ,sfeps -T.t•'I% 'i i
fop o{wa y I Q.�dius o{roue iny=�bu rw
+..V h! S/oPBJkt:/oras. I .I r n p � qs....Step o{{bars '� �a^< less than 4"or mwa fhrn box wall
' /Bar I N -:Fl—diraetedby .'/8�frs, ouFsidefia +t. - �4 \�i"'bi- ��—•T_ �f ' I PLA w�n andbo.��a%,lf/aro��J�ween I
�._t_ / - !I 9
'�e Bars-, �.c u � ��'• CT+t r I
!("BarsUl r .o ap I 1"Bars {- t -c'Bars ,, than 30`l
Toe o{s/ops where Jen rh of w% ural/s exceed 2H,
*4 in'Bars �� a' I CO\ '. -BaNer '/2 / g
� � - 'bars ( pkre Yzxexp/f mo`,er%ol of junc,an
4 Spaee�rs@/8 a � I 9B, I ( oTc�r/l andbOx.
I l a"talars a Bars �" by/h
" " rs i h of/ii
' `• I
� pa y h4"OramsASr> j � �%
ctrs.arhughf.• I �� !
'
r .. ,,.
Hoops C� _ 4A Bars 51'op
a/fer
nafe bars getW>g I I i
�. { 4'Orcins of helghf
/=a 3=0" D a etee where eyed ! 1 9 -
� --._ - exceeds 4' y J.B�s. I 1 /ofoufside roared r � C
TION D-D j I Z
SECprovide suifab/c t !
END Consf...ff.� t b
EL E VA T/ON LONG RIPINAL SECT/ON 1`t s aLW
TYPE E 4 era t iav eJa"cfs
Note:Ilerfica/ s • �-
(STEPPED HEADWALL OR END✓YALLJ ' - —1 axfending more c r M4i�l8f i r -
I # #•$ SECT/ON ELEVAT/ON fhan/O'above "------�-- -
j; i x`Lt`i S Maybe usedwhere future exfens%ono{cu/verl is necessary ��__�,
1 I fo wel may be
/f used on spans 7'Jo/2,ifnwsrbe romcved when cu/vert is dowa/eo;20 diol in -i—= '•
't extended. finnaces,3.Sdios.In back fice.
I NOTES l f ���� aOiNEnlrance40AfOuf/ef. IJp� i
I` REINFORCEDC NCRETEWIN6JL/EADWALLS&ENOWARS \J - 4?ar`erariedEyEnginaer 1'-�
I I DES/GN NOTES.• ><o su%f condifiorrs%n the Fit/d.
"+ Earth/oadoff00'I L�.ff.andan equivalent f/uidpressuio 0{30/cu.{rt H 4' 5. 6'` 7'i 8' 9' /O' //. 12,113, 14115, 16' END EL EY.QT/ON I
j It Wing,ra//s dos.yracd{r. ?'surcharge. W 3'-3'3'-V d'-3' 4'-9"5'- 5 9`613 6 9" M 7t9 8'3'8 -9SECT/ON A-A
�h� Owl stresses: =20 000 c';f=/000%";n=/O. 1'Y 1'3' 15' /`7 /'9' I/P`?1_11 ?C31 2` Z T`2 9 T YAE rG T YPE B� ;
Maximum sort pressure= JYz foes per s�ff B 2-6'2!101 32 Y-6* 3 I 4 2 4LG' 4 (FLAREDOR STRA/6HT WING HEADWALLS &ENDWALLS)
� �oIR, A//reinforcingsfea/roundo�formedbars conform%ng to R-305-49. F J=2" 1-12, Al2l A2 A? f'2 i 2 /-2' I /14' /4 14'/_ o "
Nooks shot/conform to Manua/of Std.Practice,F!.C./.Boe1ri17g for Sz /-/ h/ /-? /04 --4 /-4 7 7 7%f 8//94/-/0
hooped bars 4rd%ometers.EmErdmenf is#k d/o.clear,m%17.1",unkTs Holed Bars WI2 49/2 49/2 49/24F/0 4x8'467 5e/ T % 6e 66•/1 Nate:Bar r7umbers arno/4' 70Mh701 diameters
CONSTRI/i/ION NOTES h"Bars - - - - - - Se/ S 66 es Q 6I/ of round bars in eighl,5 of on inch(Ba "6•sll STANDARD REINFORCED CONCRETE
�'} S,'andard Specifications and the Spec%al Prov%sions aOeornpanyiny ✓"Bars 12 46/2 46/2 4F/2 46 4f,8 4t7 S_68 Se 6*8 6..7 S65 CUL VERT IyEADWALLSfa END ':ALLS
Ir/arts- C01 ata y .28 .35 .41 .48 .55 .61. .70 .75 .19.5 98 107115 -23
+� E/errar.`orrs,/eigt/r,and ong/e of/tore of Pvo/ts maybe vor%ed by the Sfea//bit I/C 19 22 25 3036 42 49 57�70 84 99 /2
4.1 Engineer to suit condifians encounJerod in the tie/d. �- v/� SCALE selocc Na FILE 115+4-9- oa
_._. .,...-... y Rrnud 12-54 Revtlz-&;DaroEEmfmtM .::.'.'••.4<-/8�0��
Oe1[t[d S'd.SP_Nei t. Re.�eed•1-9-58;Railing Oefai4' - k
AS BUILT PLANS
f Contract No. .s'7 sr�_6�
1 Date Completed-
Document
ompleted Document No. �o®�
�< •gip.. :°r--
I HEREBY CERTIFY TEAT THIS IS RUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN
UNDER MY DIRECTION AND CONTRO ON TRI$$ DATE IN SACRAMENTO, CALIFORNIA PURSUANT TO
AUTHORIZATION BY THE DIRECTO OF.FUB TC 4
DATE_Zf//_lr/Z. SIGNATU iTLE �/.� lC�i77/i
.. .. .. .... ,.fir . _. _.,�... ... .._..,._. - .k.
SCALE 1'=50' MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILI.t SCALE -I=50' SCALE '1•'x 20' M+CRUFILM-STATE OF•CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILfa
0 100 2C0 400 500 600 700 0 50_ 100 50 only oCALE _ 300 ,
SO 90 50 50 SO 50 I _0 _ 10 20 30' 40 1 FO ]0 80 BO 10 20 30 90 'T'
60 ]O 80 :f10• t0 20 N 40 60 1'020• 80 90
0 SCALE I'=In' M I"=10d 50MICROFILBt-STATE OF CALIFORNIA-OEPAR TMENT OF PUBLIC WORKS'_MICROFILM SCALE I•=10' or 1'=100' SCALE 1" 40 - MICROFILM-STATE OF CALIFORNIA!O•PA.RTMCfT OF PUBLK WORKS-MICPOPILM —11• $CAte �!=40'
(.. I.
' 150 0 1 300 600
IO 20 30 40 60 70 50 90 IO 2,0 30 40 .100 200 400 500
20 40 80 80 20 40 60 80 20 40 60 80 20 40 60 8O 20 40 80 60 ?O 11 60 80
,�. I I I >rl I i i l l i l i l l l l � i l l l i I i 1 I ( • , �:,_.I l i I 1 1 i ( i 1 I i I i I 1 i I 1��—
' Roadway cut before o
i�it•
BACKFILL
EXCAVATION Bride Construction
EXCAVATION BACKFILL g _ VIII SBa n9 A Fn° 12 19 1
Subgrade Su rode
Original Ground ew Embankment
Approval Recommended
Original Gr.wnd Pipe
�� t.-_.., � � Oriq.Ground
zP.E rnc":aF DB ..
Ditch a Chonpet w Llrte J -—- -
Excovation �� .`.__s Subgrade r_ N.yt(ar"c*vrnaa. erg.,
--i l 1 A -.1 1 ° f— Embankment in place before ELEVATION . ..... :
PIPE HEADWALLS structure erwvotion m made T7
ap>rwN_ALLQVSI 1953
PIPE IN TRENCH
Slope or Ti7r�
Subgrade
I � I
- 01\ �'� � Ta Acmpey wan.oaw$eq 2tnberl7 1956
rig.Gramsv—
_s or Cut Slope
AA -
rn 16S..Notes \� �o C i 1 C I� -D II I D
New Embank Gro sd Onq.Ground
or Subgrode a Subgrade '° i li ILII ii I
X PIPE IN NEW EMBANKMENT
Height of Top of Embankment Before Excavating For Pipe --
Shall Be As Follower
For Wpe 24"or Ieps 'a;6n abo`SP top of pipe ..PLAN i rr
For C,M.P.over 24 to 90 dia:30 above bottom of pipe u� I 1 +
For C.M.P.over 90"dia-I/3 point of dia.above bottom of pipe RETAINING WALLS
For R.C.P.over 24dim 30'obove bottom of pipe
For Held assembled Picts cWverK 1/3 poim of dia.above.bottom Toa of Embonkmeln EXCAVATION 9ACKFILL SI
Structure Bctkfill 6"Above Top of Pipe I I or SubgrW -
1
i.,
Wert iPIPES,RODS a DEADMENGrand srfae of time
Except Underdrains & Downdroins B EXCAVATION BACKFILL excavation Is made P•dwy.Emb.
EXCAVATION BACKFILLRoadway F_zcovotion i.Ground
Original Ground Su.•grodeC Ori GrOrig.Groald g F WING WALL -a I'I-.t l'I— -.Ael - 1 -
SECTION A-A SECTION B-B
EXCAVATION Road«ay BACKFILL
\ ;�• .•• Embonklnent
Rdwy.Em
CULVERT IN TRENCH Oriq.G:ound Side Slope e `
Ground surface of time erwheL' Subgrade or
`
excavation is made
And
Wad, 1' 1'}.... _ IF••-.•i i'4--
SECTION A-A i°rigia
op oRoadway EmRoadwayRdwy.ExcavationEmbankmentOrig.Gro
Subgrade'C' - Subgrade
g.Groodwoy Excavation
CULVERT IN EMBANKMENT
oeg.rarand bftd+e channel Fla-'Line SECTION C-C SF-CTION D-0
-I r ExavaH `4 V' BRIDGE ABUTMENTS a ADJO,%,41NG WING WALLS
Paving Noteh SECTION B-B
��Bulbgrade - LEct EN D
X
YI [ X111
.. -Roadway Embankment
WIA1(a. WALLS . Strutters. Excavation
r si
long.Ground k
SYrueture Bockflll
i GRADE TOP CULVERT I Ditch 8 Channel Excavation
BOX CULVERTS EXCAVATION BACKFILLEXCAVATION BACKFILL ® Roadway Emballkmew I`
LllJi!Iiill111y Roadway Excavation 1
Embankment a
.: ..�:. fklghas
IN Gr=w Nott
:Subgrode Embankment or .•. `
,••<.•.=^'-*•-.. Ori¢Ini Grcwd Embankment or lryr. rub or defineA ilistM'i Siabe'ndard Sgetfiowest aoxms ,
° E ankaKtst i.
Const.Joint Original Ground Orginai Cxwtd crus a wromu
Or'.q.Ground .:. '` ,_.•tet ax anaexoor xirw'r
Channel or Od9 Gr Channel or Ori-GE •�"
—Const.JointAS BUILT PLANS
Ditchf!Channel Olteh&Cbmkrl .'c;e
Excavation Excavation
Contract No. - STRUCTURE EXCAVATION AND
Top limit of structure excavation oM backfill ie original Top limit of structure excavation.and backfill Is original
Date Completed--•--- gromd if cM1anne1 is not ezcovoted ground if channN is not ortmoted
Document No. MONOLITHIC CONCRETE SLOPE PAVING;RIPRAF CONCRETE SLOPE PAVING s�j y STRUCTURE BACKFILL
SCALE: .DGE: FILE' OMWfN,'
Revised.5.19-5e Revised:10-1•S4 Revised 2-19.54 6�jj e
very an Retainap Will, Title Coping •� `a�
•
" I HEREBY CERTIFY THAT THIS IS A��TFRUB AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN
UNDER MY DIRECTION AND CONTRSO OON TRI$ DATE IN SACRAMMO, CALIFORNIA PURSUANT TO
AUTHORIZATION BY THE DIRECTOI{'OF I7-U YC W
G
'DATE_Z/ J SIGNATU$& c' ITLB
,
SCALE I'=50 MICROFILM STATE OF CALIFORNIA-DEPARTMENT OF PL'DLIC KeyS.-MICWILM SCALE ;I'=50' - -,GALE 'i"=20' MICROFILM-S;^:c OF CALIFORNIA-DEPARTMENT OF PV9LIC tTORKS-MICROFILM SCALE I"v 26
0 . t00 59 2W 300 400 Soo 600• 700 0+ 50 ,, 100 _00 300
(, j � I I _ 1- IO 20 '30- 4, FI 7I 61 90 1 'IO 2..-j
i 3I n0 b0 70 6(+ 90. f0 '"A a0 5� 60 70 80 90
SCALE I'-ID' or 1'-100 MICROFILM-STATE OF CALIFORNIA-OEPARTMENT OF PUBLIC WORKS-MICROFILM SCALL i aIC' o I'=100' - / SCALE i"= 40 N.CROFILM-STATE Vr t,AIWOWIIA-OCPARTMFUT OF YVOLIC'.NORKS-M;CROF.M SCALE i'-40'
' :. 150 0 1 300 noo 500 600
0 IO 20 30 ao 50 fi0 70 ao 90 '00 IO 20 10 no .100 x00
I I j zo 4o so so zo no sa ao zo a0 w eo zo w eo eo zo ao so as za ao ao so-
i ,�_ I ,.,.,. ,