HomeMy WebLinkAbout1-115-09V2 bar
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-seed
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Bad fii/ this a_ n,2 .,r�i 7 C_
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jspace u�ifh -L o, 6 12" r-C. /a.x
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e 0( a, WSJ
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IA. Z',x IoY2" 5leel
h ways crushed C_
ton e- 1 4 4 x 2- Steel 51rap spacer .2', .5/ee/ .51rop 51rap yalvanized
0/ /0,0 bo"Om .5pacer at bottom..:
y
Weep q-,, DIa x 14 6a. 01PI65
,P 17oles Place IN
_4
6undle badiny wire inopeniny If f- -1 \ I
ti-
SECTION F-F - DETAIL Nf I
1-14" Dla x 14 6a. o te 5 V211 K 21 4 yakv.
SCALE 1/4"= I`0" 04j-
_33--O" -914 alk .911 34 01- 3 % Z,5 SCALE 3"= I'-C('
I? .5ec//Of7 5/)- e a In -5 ide 2
Line o/ break led S/rop 'Spacer .5r- e oletoil /Vo
4, ✓
_41 W2-". r 6tccl lag Welded to 45
ooavemenl 1117e ;7
6 Z y5 fie�,
q
9 PLAN OF BAFFLE
j
3•"
zi L:
../o lerocl< set In i.- S C A L E I"'= 1'-e
t 010-c)-oz,
.5ce dcla;l 7,0
.0 .1 Drill
rn
P 72 �2 9 12 Con C. rout
ot
h 12 Cc t7 i el sirap
en ff—, —0. D. caq 41901;1 01'_j �/2 12 "C-C, �olll WayS x 2 x /0 .5 e C1 17chors7
'k
M YZ,40� 12-" C- 2--
&7 /12 ELEVATION J - J SECTION G-G 5�eel strap
C :3
X;Z 12 C. I BAFFLE DETAILS
Back fill ulilh crushed stone sand as .5t7owr? below SCALE I//=
alony cnllrr- side of low porhon of box along
00 1 4 SPACER
SECTION E- E north end.
SCALE 1/4"= 1'-0" K 0 DETAIL No 2
8ack fill tpi5 _,�Ivace wl�17 0 b
Sand SCALE J1_14- oll
"'{ l2 g Curb
Oack fill 1his .5pace //2
with 014"Crashed stone 15 C V, bars .5 e e /0;/
d
/2"� 12"C.C. K �5 4 2.- 6"ail Oullel encl 6" --------
7 1 ci
'j 12 6 j;Ze-
5
7 Ow
E/ace handle ha I Im, Iwtrl-
vve- Id
L?
I Icaver 've-r-
In Manhole :C
1 1/2 91
F N z T_
4r
Ir pA ✓ A T
t4\110
Ca1751nYC1jbn Join/ 00 L 0
-0J. t J '4)_ r �2 /2 C C. 4"L
A:)�
71 7
1
7"C 5 /0 1�2
ro,
L
04-
1, A,7
k7 2 C- C, A
�b a °� �_ f a �., �6"}`g j 6
J
0 C, g -7
7--"'- - j — CO ANGLE DETAIL
/Z C. C, SCALE I"= 4"
SECTION D-D PLAN
SECTION C-C SCALE 1/2"=I'-d' ELEVATION H-H SECTION 1-1
SECTION B—B SCALE V2"=I'-0" 22
SCALE SCALE 1/2 =1 SCALE 1/2"=I'-011
V2"= 1`0" `2
22-1 .2
L
4
Future _T 2 Y2 11"IY4 4 do 14 e 115
4
Curb 0Future Cura _Calch ha5' wrb
Street sic/eP
4)
Li
1/2`0 /1" C. C.
20" Cori C,
varies SECTION K-K /A- � 12-" C y24 bar$ splie-ed Ioip te
2
SCALE W= 10' NO
PLAN
'lei
Drill
SECTION E L E VATION
ELEVATION ' SECTION M-M C ATCH BASIN
cS" to 12 roc Ai_ 2' SCALE 1F lure curb SCALE V2"= V-Y'
/2'�: 1'- 0
a34- e i n C017 C. 5�/-O W SPACER DETAIL N-e 3
I+ SCALE 1 1/, 2 1'- 0
A, r
I I /0 I I for 66'.51reel
Catch burin-0 1" __o
for other street
VVldlh5
L_J F grade as shown on profile- per Ff7yr in charge. 1,7111''If
PLAN OF INLET END OF CULVERT
SCALE 1'-0"
i'UfUre curb
1700-_6 in W
L
10 o #=
ti41- G
-4,
SECTION N-N
r M SCALE 1/4I'= 1'- 0" /V
- 2 0
A
C
U)
x Future Curti
c bars In curb B
b
0.
6 7 C>* .3
Min. F Min.
O
I
PLAN
SCALE W= 10'
%.# L_ Vfto a I 1 %0111 #--1 r--%
SCALE, W= 10'
o 2 ct,, —;zzl curb2O'
25'—
T +
6
See .5/ree,t profile for Z',Z. 5/ape ELEVATION L-L
SCALE W= 10'
/V
3o'
,rz- see street' profile for
1z
_j Future C-61rb
SI NGLE
BOX CULVERTS
SPAN
5
4` 0"
4- - G'
5'd„
SPAN
X
4*-24/�'
4-5A,
*61
SPAN
y
S- (v,
3*- G-
5-6'
3,-c
.3-Er
3•-6,
TOP SLAB
T
45"
.91,
51.
5-1
5"
3.1
BOTTOM SLAO
B
7"
SIDE WALLS
It,
T
7"
7"
8"
8l
(e;'
C
%
TOP &
007TOM
512- a516"
5le'
5LAO'b
5PAC1146
Coll
0
51i,
.5
.5 y2l,
Top
SIzF_4
1 0.
S/ ,
.5/..
5 "
5/..
1801-10pi
5LABs
No OF
IDAIL5
10
to
10
1 0
12-
12
SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT
STATE OF CALIFORNIA
MONTE VISTA DRAINAGE
DETAILS OF
INTERSECTIO N CULVERT
DRAWN BY r-.J-R- DATE 7-6-53 CHECKED BY Af4k/.M
TRACED BY C'J,F<' DATE E C 0 M D 'D BY
APPROVED BY CPI EF ENOR. DATE
ZONk I JOB NP 925 DRWG N1
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