HomeMy WebLinkAboutNONAME_073_2B-2TABLE OF MINIM[1M COVER AND STRUTTING REOUtREbtENTS FOR CONSTRUCT LOADS
TYPE
N-SOk ME
Wlsk ARLI
is -oft Atilt
30-6ft AXLI
YAX"19 MIN
SAN CELLS
STRUTS STRUt $1M
STRUTt9" T $111
mils STRUT $fm
Slain $four so
DEStCH i[ 1 CO%WR
0K&M9 9 AM SPAM
AEOiJKSPACM
REOUM IN Alii SPAM
REUM S, AM SPAM
Sk** 4114+ s,
I
FrW >om rot4
l4kar J<0�1! nM1.
4 P I?
4 • !?
+ T
4♦ I?
T 3 40 .3 1W f 6 07
4 • ♦ !? 4 a l? 6 x?
T �i 6
4 j?
,
A�onr P • 6� eocA J 5
rare or SSE �K
/t D-
.$«; -9 -
ro . 6- ie6 'iJr � I'- 4"_ /t to,
J's/ 6•
d `
r
Fpq/jJ latr reln�f.
AVdr lore nine,
~4 I?
`4 f /t
r4 0
4 f
4 �+� �4
4 R �? '4 ♦ T NQ A 6
'r3 d 8
4 E 6L14'
SlrtpM
Front' Dire re*W.
fee rw ..
04 ! I!
`4 of 0
`4 ♦ J?
040,6
~
guts t
Sf tA '�
aJ cut- oe1 Wed
Struts i>ro
+r W 9* N• t1pw s'
----�- ----------
pis �Nn..�,..
1/3 Folm•
o s..�..
VJ Pelma,
8 .9/1Il
two
SSM• 6018
SOS. tics
-
shoe wWso
Efe
'A *Mh
JW 5 /
t
IL
Ss� Illth Y'lo
iMn fs+r
13OX CILVERTS
NOTE 'A'
WTO w o d*'tancs WOW 3 thme the sw%
or 3 "mm its Okmeow.
So* Note •or
R- E 0
UNCRETE, PIPE So RENFOM
PLASTIC PIPE5 ANQ CCS
+METAL CUL VER T S ARCH CULVERTS
.#%rppel
1 .4 i s4.1�' •
d no
- Tot'• i 9 � � 4 !o f!!
c Cons) A --
•� ' x4 0 ww Ex/And Cave" invert $cop 6 t const if
v S"Ce s 2=0 MSO OorOn •d p !B Awr.
U rrpwAL wrrHriFf&AvGMA
ci-o"ar-o// waw
PART L ONG/iUDINAL SL`CTION
flew o
p'cul-offWtW/
WARPED WING WA -ILS
WALL DIMENSIONS AND REINFORCING
S77'FFENtNG BEAhf DlAffNSIONS AND RE`INFCIRCING
EM
'1I'
a, Arm
I?` J4' !6= !M'
.�«
I?'
/4' 16` /9r
?Or
?3♦
.'lOr
.TS` 1,00'afal�artr
I
FrW >om rot4
l4kar J<0�1! nM1.
4 P I?
4 • !?
+ T
4♦ I?
T 3 40 .3 1W f 6 07
4 • ♦ !? 4 a l? 6 x?
T �i 6
4 j?
6#
A�onr P • 6� eocA J 5
rare or SSE �K
/t D-
.$«; -9 -
ro . 6- ie6 'iJr � I'- 4"_ /t to,
J's/ 6•
d `
r
Fpq/jJ latr reln�f.
AVdr lore nine,
~4 I?
`4 f /t
r4 0
4 f
4 �+� �4
4 R �? '4 ♦ T NQ A 6
'r3 d 8
4 E 6L14'
Front' Dire re*W.
fee rw ..
04 ! I!
`4 of 0
`4 ♦ J?
040,6
4 * A? • A? 4 4 4 8 /?
r4 s� 6 "6• T
'4.0 !?
870 6s•rpD
aJ cut- oe1 Wed
6
6
6 T d
/
8 .9/1Il
Atm : MWI: ass fm ?' swchvW; esus lose • QV I/m M. ; rq&irolew 1AWW prrsswe * 36 0,tv et
Wrl+lrrr a reser is dnficipoled � hoose apron Mickntss A0 T mr v JO pr iae 2-rnirt, raiafarrlr»trN cortrv�.
• •L«,&W* � M, : Bev *a, �i4n� at lArt , sod &W �.' 14o {o* a^#*) aro sA� *a Me plot .
BOX CULVERT WARPED WINGVYALLS (CHANNEL TRANSITION)
se
"s post
FACS STRUTTING DETAILS
GENERA, MOTES
lonptn o! strutt'VO to N 40hrWfm4 by ttM t ►.Out snas not
be is" .1Mr1 O! Mts.r+ in the sk*#C% maws.
Ass m" the Nttrnsi
Slut oats 2.0'xLS'
19k -axle 3.0'x2.0'
10k ex» 3.0'x2.S•
6 t ew 1.0'x3.0•
trate t aE
Sty t• be Muo-lominetsa err so" t&Nosr.
for strut" re,*iWe aef+ts of Strt,et%ra Slow pw• MaMet&w
U.ercrosserv, Structural Stow Mate Arctme and Structural SfoW
plats Pass deurkv comtrustlen„ mm S t %woo a hens Oak
5"
3-89
STST( ifs C114fam A
OEPARTNEMT (W 144"SeO W"s
CONSTRUCTION LOADS
ON CULVERTS
NO SCALL(
(
I
TOr Of :+taw
AEes CQNSwLiANTS ats PREPARM UNMR IN& D"OrQk OF:
THIS PLAN IS ACCEPTED IN REGARD TO
SOILS & GEOLOGIC CONDITIONS & CONFORMS TO
THE RECOMMENDATIONS OF THIS SUPPORTNE REPORTS
B -
sod nee gineer RCE
BY Ir V RONALD P. SHEIWN R.C.E. 32180 DATE
engm"fing q&;k>(jizt CEG NO. MY REEXPO AS 12-31-2000
COMPANY W1 rlMFFl 11FR INC
D88
�%rODe1
END a EVA r1oAt
r- 9-04 IV
C7
s �
♦ice. a= i, �, ls�r � 1i!
PRAT A S M Y DE -TALL
ki
i'
I j * . * - x t� max.rsLOT
Z TYr. OWIr TO t�-c/2• 01A
` CTR„ AND ,STS
.� .� .O. 3 GUNt7 E t;` x6 - Mfl.�/ t.�tNtM Ij S.
f 1 STD. C.S.P.
I TEE k#K i L
sL
SET TEE SECTION IN WT .• • '-�--; '1. 2�"wMN.
CONCRETE FOOTPA i TROWL :!- .'�• ' t p=. I
INSIDE TO DRAIN
DL.tOlOO SACTOVETD
CONCRETE * &
By tSiAINNG OFFICIAL
DRAIN PIPE & RISER 12
N0 SCALE
SEE SHEETS. 3 & 5
or chow -VI
• 4 • !a, ss
'4il�eti
?'B� rnlJ r
Cot •Ott M.
-J�
::4 /J ON
04 tJ i !? ----. `4
18« 0 I -0&= J;� w
............
SIillerw�p b�r+olw Fcr trur�rsvtrst ram/.
in warpedr wyr�pwoll,
For arwr�Eer estd s«+t d sept ToDlr O�tbw. : � •
Awl $ft rob/t l�tlow. •
Zxffod " hook fnlr .SJ'opt varies .�
ew-ofi wat/ one AwaA et. c1
dr C/.
a4 sparert I t? .
'�4 • J�O` downs � !?itrrs. ' �-4 • 'r
Cul ver/ *d//
a4
Cast it
24 4 a I?. Lop with
wo!! spoCers
'- Nbiptd w1ngw01/
SECT/AN B -B
REVISIONS Er�glneK ---- • CRY -. ..-•-- BENCHMARK:
PX NAIL IN LEAD 6.46' WEST OF NORTHERLY
CURB RETURN NORTHWEST CORNER OF INTERSECTION
OF CITRUS AVENUE AND SAN BERNARDINO AVENUE,
C" Of FONTANA DATURA. ELEVATION 1136.67-