HomeMy WebLinkAbout1451A-7f
4�i°d I�I� MITfEttEG �
Got�rtlU(1o1� �Ef01L
l I 45" I.D.
B.C.STATiON PER PLANS
g k NOTE:,
SEE PLAN FOR PIPE
CENTERLINE iCURVE
DATA
• INSTALL, PIPE COLLAR
(TYP. PER MANUFACTURES '
RECOMMENDATION AT
EACH MITTERED JOINT
VELOCITY VARIES ,
126 fps to 15.0 fps
E.C. STATION PER PLANS
10* .d
(TYPICAL)
5' NOTE:
A S LAST ANGLE
TO MEET DELTA
C014DIlIONS
. � . , . r � . % ' (d �t-GSD. a0 ��AIJYA pt�lA �!t✓I�IU�
1�
0 -f! 7 /N5IALL- CATC /-1
P.��451N 5ia,UC7"U,o�,C /'GR 1�7A0POS1E17 E'"VC 5�1r✓G.g
:-, THIy ��T r
O�T.4lL SH��T ND, y 5 WG.ST OF"
x=/y- V=
op�to
I In1-,6P-rAL L 01(o Lor42,o4/� ti�•a
//157-AL4 3910 Gf 36 0 A.C1- /7J0 O
f 13-1- dosGOMM0,1Z4 /2"w (PPt0f l7)
10.13(0 - s�p 4A KITA, AQ A- A4G- l?J*T,&Ll, 6^116114
p 51N i�uLTvi i 12 �-1T`t ��•� 4t' //y�lo7 ///67.41-1- C -Are -H
DF #%a�'q4t4P' O -n2- NO. 12► �j \ AA6IN 57-A&e-7-411AZ P44
21� �l=�i•S� o DEr.4/L SHUT /1/O.y
/14/-A 55 44/6rA C. L Cl -,C -AIV 007-
PEA
UiPER 0G754/1- SNZr-7' IVO. -;5
3 H 3'
10+ 2.13.14 F— C. cv
T";11 FT-- CuR\1G 1:>A -TA
:; x..14+ Z7, 7/ COMMF, 6 -( 10� low. S�TF
2 , SANTA A"A ' AVk:1VULr ANA A\/E . I tiI�J!"�-L GA-rG N i •�✓I t�
R 2
L 3 S• --!?O' st✓r;' y� t� 12 a 171-o�iT�P-
'rj"
f
oMN11G w4y i
SCALE {
f
40-
//49467 /N57 ALL C.47 -G1-/
AFA5/N 67-RUC7141AA; PA!5:A
40e -7A-11- 5/- GCT A10- q
x = /y, V;-
//49467
,
/go-
AlO 0�Z9'o3" '
6 :t:
W
7 /N67 -ALL C A re -H
bA SIN STAUG i UAG ACR
aze7-'4 /G S14AE T NO. y
1140466 1A167ALL CL 4EXI V OUT'
)R5A 0C7A' /L SH4C4-T /VQ, 3
r
110 oF�ssio
oQ� �ql
�4 i,� �
c,
No, 27674 �°
Exp. -31-90
J' CIUI� ��
lF OF CA����
-
i
I
//49467 /N57 ALL C.47 -G1-/
AFA5/N 67-RUC7141AA; PA!5:A
40e -7A-11- 5/- GCT A10- q
x = /y, V;-
//49467
,
/go-
AlO 0�Z9'o3" '
6 :t:
W
7 /N67 -ALL C A re -H
bA SIN STAUG i UAG ACR
aze7-'4 /G S14AE T NO. y
1140466 1A167ALL CL 4EXI V OUT'
)R5A 0C7A' /L SH4C4-T /VQ, 3
r
110 oF�ssio
oQ� �ql
�4 i,� �
c,
No, 27674 �°
Exp. -31-90
J' CIUI� ��
lF OF CA����
-
K
_ i
S. B. CO, Brass Disk 13-1
i-4.5 miles west along S.P. R. -R. from .Sierra _1
Avenue Overcrossing 0.5 miles east of #
Etiwanda Overcrossing, Headwall for Bay of 5
large CMP over Etiwanda Wash. j
Elevation 993.449 ft.
Equation: Add 0.26 ft. to plan elevation to
obtain benchmark datum.
-- -
-- - -� -
NO.
�'
REVISION
p
�.
krue er engineering
pCITY
& associates
civil engineering land surveying
568 north mountain view, suite 230
san bernardino, california 92401
884-2159
OF FONTANA
PUBLIC. WORKS DEPARTMENT
DESIGN BY
1L-
'�•��' �� �K
/►,.�ar
!� `
-1144.011.•?(o 'tri l2D-FGY�
SCALE
DRAWN BY
D..5•T1oi1�!
DATE
8 2,�3
1
�l
FJ. E?
REvISI✓ Qup,IJ� I`� IES a RYISE SI�EEYS,
3 � `7 av%4 Io' A00 SIl8ET6 (2 13
> > > 9
7-5_S8M
FRED J. BABBITT R.C.E. 27674 DATE
EXP. 3-31-90
CHECKED BY
�'C•
/�N� 7?s L-
APPROVED BY /
CITY ENGINEER R.C.E. 18932 .
DWG. N0.
'�
I$
t4,151 I(vatr: l�j
4