HomeMy WebLinkAbout2053-153.00'
(53.8)
NG '
i
3.00
52.00' .00 .00 0.91 50,00'
45.00'
V V
STA 12+2
STA 14+20
12.92' 12.00'
52.00' 50.00'
3.0048.95 37 ���0 32.00 20'
'6„ 6"CF
I N �G 1 1.9 % I •� a°� ��9
(Ay
STA 15+20
13.00' 12, OV
52.00' gin 50,00'
3-00'32.00' sr849_ _- 3 37 pp'
-#8r3
6" 6"CF - �3
LA. v(, �- `� 1p► VL �ti1
bt � /4:6
45.00'
IN
.STA 16+20
7.13' 1200'
52.00' 50,00' 45.00'
3•�� 51� 32.00' 6� 37.00'
�C\
° °0�
,STA 17+20.
e�(WESSIpNgI
C.
:4 TTiyEI�V C. /CSS , .PCE X 3¢9 LL,�o
Ivo. 63494 m
Exp. Sept. 30, 20D6
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FOF CA% -
300'
I
a
11
A�4Q
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32.00' •
�"" F 37.50'
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10
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V
STA 11+20
v
V V
STA 12+2
STA 14+20
12.92' 12.00'
52.00' 50.00'
3.0048.95 37 ���0 32.00 20'
'6„ 6"CF
I N �G 1 1.9 % I •� a°� ��9
(Ay
STA 15+20
13.00' 12, OV
52.00' gin 50,00'
3-00'32.00' sr849_ _- 3 37 pp'
-#8r3
6" 6"CF - �3
LA. v(, �- `� 1p► VL �ti1
bt � /4:6
45.00'
IN
.STA 16+20
7.13' 1200'
52.00' 50,00' 45.00'
3•�� 51� 32.00' 6� 37.00'
�C\
° °0�
,STA 17+20.
e�(WESSIpNgI
C.
:4 TTiyEI�V C. /CSS , .PCE X 3¢9 LL,�o
Ivo. 63494 m
Exp. Sept. 30, 20D6
s�ql clvk\.
FOF CA% -
300'
I
a
11
A�4Q
i
STA 18+20
\ 0
\,
STA 19+20
Ck
52.00' .po .o0 50.00'
, 497 - .4,9-654r9- -
,� 32.00 „CF 38.00
�\ 6 AID
45.00'
l�
STA 20+20
X54, 8j 2.61'
NC 52.00 9.39' 50.00' 45.00'
50.47 5043-
1 9 31.88' 6"CF . - . 5e. 25 38,12'
STA 21+20
12.96' 12.00'
52.00' 50.00' 45.00'
3.00',moo\ 32.00' s 37.60'
do-�' 6" 1 6"CF 'r�111, 3� so
)'
�O V rr�'r 1 '��_ FS
S A 22+20
13.00' 12.00'
52.00' 50.00'
3'00 0, 32.00' 07_x- _J_- .- 5.1-69 37,60'
%,CGI
6 CF I 6 CF '�i S0
03
. A/
STA 23+ 20
13.00' 12.00'
\ 52.00' 52.00'
-�
32-OVS2.3 �Z.- �" rr2-4� 37.70'
tc
CV
• � � ��` GLV � ����
0
_STA 24+20
A022E0 . .519EE7-5 2(!2,.,27,0-'Z6 44q S.I).p
2- -- -- 4,ae2, .O -
AO�U.5TE0- MED/AN T�'ELFIi�1T/OXY - " -
_SJ
REVISIONS ADDcn VAI DATE
45.00'
43.00'
13,00' 12.00'
52.00' 50.00' 45.00'
(53.0) 3.00$ 32.00' S3.10 _.P -53:1* 37.90'
NG �� S2 6"CF 1 6"CF ,ak S _
°
o
d
STA 25+20
13.00' 12 -OC
52.00' 50.00' 45-00'
3.00 10 S 32.00 63, 6-53 37.90' �� S
% F ?� o 8 �9
h �
ry l • P�
`h Q
�? G w
STA 26+20
13.00' 12.00'
52.00' 50.00' 45.00'
(S3s3.00' I��9 SS 54- 1 _.
., 6 37.90,
6CF "CF
V"j;
$� SS
STA 27+20
rs�
13.00' 12.00'
52.00' 50.00' 45.00'
00'
\ S 32.00' 6 37.50'
cF 6 C - 3 s
�c s9 qo
0
STA 28+20
52.00' 82.00'
3-0o.32,00' S9 37.60' 56.16
Tc
STA 29+20
3.00'
STA 30+20
25.00'
RECORD DRAWING
�`�O�E�S/® The information on this drawing is obtained from others and
SRT 1z, must be verified in the field by anyone prior to use or
�' construction. HALL & FOREMAN, INC. is not responsible for
underground facility locations or depictions. All above ground
CD facilities can be readily seen and verified by the pft5 that
� Ido. 26229r Intend to use same,
Exp.3/31/94
CIVIC
F N -W
.��...� CITY OE FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
ao
qr
DRAWN 'BY
STREET CROSS SECTIONS -•-PHASE I SCALE:
� ♦ RCE ,+ r_ HORIZ.: 1"=20'
o
3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714 641-8777 DESIGNED BY / ,
• RCE I E RA A �� NUE VERT.. 1"=2'
Z- CIVIL ENGINEERING LAND PLANNING LAND SURVEYING
CHECKED
BY STA 11 + 20.00 TO STA 30+ 20.00 DATE; 0 8
:�o•9z PREPARED UNDER THE SUPERVISION OF: J 04/22/9
C JOB N0.
APPROVED !✓. G�..e�P�¢c.. G � • a. yZ DR_ N0. SHT, NO �. N Q
a
DATE JO C. HOGAN \R-C.E. 26229 DATE: 4013--014 �,,� CITY ENGINEER R_C.E, -2a-�- _ _ 15 0 -� w
J. N. 4013
3.00'
N
�
STA 18+20
\ 0
\,
STA 19+20
Ck
52.00' .po .o0 50.00'
, 497 - .4,9-654r9- -
,� 32.00 „CF 38.00
�\ 6 AID
45.00'
l�
STA 20+20
X54, 8j 2.61'
NC 52.00 9.39' 50.00' 45.00'
50.47 5043-
1 9 31.88' 6"CF . - . 5e. 25 38,12'
STA 21+20
12.96' 12.00'
52.00' 50.00' 45.00'
3.00',moo\ 32.00' s 37.60'
do-�' 6" 1 6"CF 'r�111, 3� so
)'
�O V rr�'r 1 '��_ FS
S A 22+20
13.00' 12.00'
52.00' 50.00'
3'00 0, 32.00' 07_x- _J_- .- 5.1-69 37,60'
%,CGI
6 CF I 6 CF '�i S0
03
. A/
STA 23+ 20
13.00' 12.00'
\ 52.00' 52.00'
-�
32-OVS2.3 �Z.- �" rr2-4� 37.70'
tc
CV
• � � ��` GLV � ����
0
_STA 24+20
A022E0 . .519EE7-5 2(!2,.,27,0-'Z6 44q S.I).p
2- -- -- 4,ae2, .O -
AO�U.5TE0- MED/AN T�'ELFIi�1T/OXY - " -
_SJ
REVISIONS ADDcn VAI DATE
45.00'
43.00'
13,00' 12.00'
52.00' 50.00' 45.00'
(53.0) 3.00$ 32.00' S3.10 _.P -53:1* 37.90'
NG �� S2 6"CF 1 6"CF ,ak S _
°
o
d
STA 25+20
13.00' 12 -OC
52.00' 50.00' 45-00'
3.00 10 S 32.00 63, 6-53 37.90' �� S
% F ?� o 8 �9
h �
ry l • P�
`h Q
�? G w
STA 26+20
13.00' 12.00'
52.00' 50.00' 45.00'
(S3s3.00' I��9 SS 54- 1 _.
., 6 37.90,
6CF "CF
V"j;
$� SS
STA 27+20
rs�
13.00' 12.00'
52.00' 50.00' 45.00'
00'
\ S 32.00' 6 37.50'
cF 6 C - 3 s
�c s9 qo
0
STA 28+20
52.00' 82.00'
3-0o.32,00' S9 37.60' 56.16
Tc
STA 29+20
3.00'
STA 30+20
25.00'
RECORD DRAWING
�`�O�E�S/® The information on this drawing is obtained from others and
SRT 1z, must be verified in the field by anyone prior to use or
�' construction. HALL & FOREMAN, INC. is not responsible for
underground facility locations or depictions. All above ground
CD facilities can be readily seen and verified by the pft5 that
� Ido. 26229r Intend to use same,
Exp.3/31/94
CIVIC
F N -W
.��...� CITY OE FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
ao
qr
DRAWN 'BY
STREET CROSS SECTIONS -•-PHASE I SCALE:
� ♦ RCE ,+ r_ HORIZ.: 1"=20'
o
3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714 641-8777 DESIGNED BY / ,
• RCE I E RA A �� NUE VERT.. 1"=2'
Z- CIVIL ENGINEERING LAND PLANNING LAND SURVEYING
CHECKED
BY STA 11 + 20.00 TO STA 30+ 20.00 DATE; 0 8
:�o•9z PREPARED UNDER THE SUPERVISION OF: J 04/22/9
C JOB N0.
APPROVED !✓. G�..e�P�¢c.. G � • a. yZ DR_ N0. SHT, NO �. N Q
a
DATE JO C. HOGAN \R-C.E. 26229 DATE: 4013--014 �,,� CITY ENGINEER R_C.E, -2a-�- _ _ 15 0 -� w
J. N. 4013