HomeMy WebLinkAbout4282-4n
O
T_
'Il
I-=
V)
N
X22011:4111
1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 -1 1 1 1 1 1 1 1 1 1 L�293.02' S=-10.0!050 I I I I I I I I I- I I I I- I I I I I I I I I L=2931021 St -0.00501 I I I I I I I I I' I I I I I I I I I I I I I I I I I I I I I I I I I I i
22 23
TGT. N0. 3
STA. 22+17.88
CFOOTHILL BLVD./
OTTONWOOD AVE.
22+000
0
.-
I
O �
`► .
ASPH
oMH
° U a
24
(33"S)— —
a
III
c0 CV U)
c-
1-.
123+00111
/ 24+00
C;
STORM DRAIN IMPROVEMENTS
SEE DRAWING N0. 4281.
25
0
25+00
M
26 27 28 29
CB
ASPH
oMH
—� 0 0 ° ° M
1 00 a .
--R/W - - -- -- -
STREET IMPROVEMENTS
SEE DRAWING NO. 4281.
26+00
27+00
I-
0 00
o--N89'24'05"E
MOEN
74. N
1�
X11
30 31 32
TGT. N0. 4
STA. 35+39.16
�FOOTHILL BLVD./
LBERRY AVE.
II
oMH Ll
x
i
lz
o SEWER IMPROVEMENTS
E W C° LO SEE DRAWING N0. 2031.
I�
28+00 29+00 30+00 31+0011
89'24'05"E
- -}- 1 - - - - - -
n1 1 M
28+00 29+00 30+00 31+0011
o -P4 „ (3„i
F r]
avv
me M8:
(20111 R)—
(20
IQn -H x SEE DRAWING NO. 4281. -H I: -H -H U +I -H °D
0 � co N \ LO L I 0) 1 1* 1 -j
+ 229-091-13 0 I 229-091-14 I X 00 00 1 229-091-16 rn 1 0 229-091-17 I± W N 229-091-18
rn I 1 x `ti�� N �- N N x N N I N M M
Q
Ir F- = H F- F- = H F- I- F- = W 2 =
o I DENSE cn m N (n m I I (n I) (n m In
22'16' TREES 2 3 3 x 2
x L
M 33' 30' CONSTRUCTION NOTES. _ -
1 CONSTRUCT 8” EXTRA STRENGTH V.C.P. SEWER INCLUDING PCC PAVEMENT-
CO1TONWOM AVENUE REMOVAL. CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. DETAIL -GRAPHIC. SCALE
NO. 1008.
- 40 0 20 40 80
O2 CONSTRUCT 4' MANHOLE PER CITY OF FONTANA STANDARD PLAN NO. 2001. FOOTHILL BOULEVARD
O3 CONSTRUCT 6" EXTRA STRENGTH SEWER LATERAL WITH PLUG INCLUDING PCC
SURVEY -CONTROL TABLE: �
PAVEMENT REMOVAL, PER CITY OF FONTANA STANDARD PLAN NO."S 2005, TGT No. NORTHING EASTING BEARING DISTANCE
2006, AND 2007. CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. 3 9930.15 3354,24 IN FEET
DETAIL NO. 1008. N89'24'05"E 1321.21'
4 9943.96 4675.38
O5 REMOVE PORTIONS OF EXISTING SEWER PIPE AND CASING AS REQUIRED TO 1 INCH = 40 FEET
CONSTRUCT MANHOLE AND CONNECT TO EXISTING SEWER.
Underground Service Alert - TKE ENGINEERING INC. SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA
SECTION 4216/4217 OF THE GOVERNMENT 4446 CENTRAL AVENUE PLAN/PROFILE REQUIRED IMPROVEMENTS NOT SEWER IMPROVEMENT PLANS
CODE REQUIRES A DIG ALERT IDENTIFICATION -i RF RIVERSIDE, CA 92506 COMMENCE WITHIN TWO YEARS OF THE
For y �Q- tiy5 DATE OF APPROVAL SHOWN HEREON DRAWN BY:
NUMBER BE ISSUED BEFORE A PERMIT TO — SEWER IMPROVEMENTS FOOTHILL BOULEVARD SCNE
EXCAVATE WILL BE VALID No.sss84
(951) 680-0440 AND CARRIED FORTH IN A DILIGENT SWL AS SHOWN
� � �
FOR YOUR DIG ALERT I.D. NUMBER CALL EV,9-M-08 EKING FAX (951) 680-0490 FOOTHILL BOULEVARD MANNER, THE CITY ENGINEER MAY DESIGNED BY: PLA ROFILE PHASE I DAA:
UNDERGROUND SERVICE ALERT 9� Cv/Vl�- 1% REQUIRE REVISIONS TO THE PLANS TO ST + 9 TO STA. 31+12f JUNE 2007
TOLL FREE 1-800-227-2600 °�"� CALIF TE RY M. RENNER R.C.E. No. 69984 EAST AVENUE TO CHERRY AVENUE BRING THEM INTO CONFORMANCE WITH CHECKED BY: Y: DATE: DRAWING NO.:
CONDITIONS AND STANDARDS IN EFFECT. . 2 . D 4
TWO WORKING DAYS BEFORE YOU DIG REV REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES: 9-30-08 CITY ENGINEER R,C.E. No. 51152 4282 8
HORZ: 1" = 40'
VERT: 1" = 4'
FOOTHILL AVENUE
APN
STATION AS -BUILT
0229-091-13
25+26f
0229-091-14
27+23f
0229-091-14
28+54f
0229-091-16
29+92f
0229-091-17
30+40f
3r
—
N
uu
IrN
H
00
O
X22011:4111
1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 -1 1 1 1 1 1 1 1 1 1 L�293.02' S=-10.0!050 I I I I I I I I I- I I I I- I I I I I I I I I L=2931021 St -0.00501 I I I I I I I I I' I I I I I I I I I I I I I I I I I I I I I I I I I I i
22 23
TGT. N0. 3
STA. 22+17.88
CFOOTHILL BLVD./
OTTONWOOD AVE.
22+000
0
.-
I
O �
`► .
ASPH
oMH
° U a
24
(33"S)— —
a
III
c0 CV U)
c-
1-.
123+00111
/ 24+00
C;
STORM DRAIN IMPROVEMENTS
SEE DRAWING N0. 4281.
25
0
25+00
M
26 27 28 29
CB
ASPH
oMH
—� 0 0 ° ° M
1 00 a .
--R/W - - -- -- -
STREET IMPROVEMENTS
SEE DRAWING NO. 4281.
26+00
27+00
I-
0 00
o--N89'24'05"E
MOEN
74. N
1�
X11
30 31 32
TGT. N0. 4
STA. 35+39.16
�FOOTHILL BLVD./
LBERRY AVE.
II
oMH Ll
x
i
lz
o SEWER IMPROVEMENTS
E W C° LO SEE DRAWING N0. 2031.
I�
28+00 29+00 30+00 31+0011
89'24'05"E
- -}- 1 - - - - - -
n1 1 M
28+00 29+00 30+00 31+0011
o -P4 „ (3„i
F r]
avv
me M8:
(20111 R)—
(20
IQn -H x SEE DRAWING NO. 4281. -H I: -H -H U +I -H °D
0 � co N \ LO L I 0) 1 1* 1 -j
+ 229-091-13 0 I 229-091-14 I X 00 00 1 229-091-16 rn 1 0 229-091-17 I± W N 229-091-18
rn I 1 x `ti�� N �- N N x N N I N M M
Q
Ir F- = H F- F- = H F- I- F- = W 2 =
o I DENSE cn m N (n m I I (n I) (n m In
22'16' TREES 2 3 3 x 2
x L
M 33' 30' CONSTRUCTION NOTES. _ -
1 CONSTRUCT 8” EXTRA STRENGTH V.C.P. SEWER INCLUDING PCC PAVEMENT-
CO1TONWOM AVENUE REMOVAL. CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. DETAIL -GRAPHIC. SCALE
NO. 1008.
- 40 0 20 40 80
O2 CONSTRUCT 4' MANHOLE PER CITY OF FONTANA STANDARD PLAN NO. 2001. FOOTHILL BOULEVARD
O3 CONSTRUCT 6" EXTRA STRENGTH SEWER LATERAL WITH PLUG INCLUDING PCC
SURVEY -CONTROL TABLE: �
PAVEMENT REMOVAL, PER CITY OF FONTANA STANDARD PLAN NO."S 2005, TGT No. NORTHING EASTING BEARING DISTANCE
2006, AND 2007. CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. 3 9930.15 3354,24 IN FEET
DETAIL NO. 1008. N89'24'05"E 1321.21'
4 9943.96 4675.38
O5 REMOVE PORTIONS OF EXISTING SEWER PIPE AND CASING AS REQUIRED TO 1 INCH = 40 FEET
CONSTRUCT MANHOLE AND CONNECT TO EXISTING SEWER.
Underground Service Alert - TKE ENGINEERING INC. SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA
SECTION 4216/4217 OF THE GOVERNMENT 4446 CENTRAL AVENUE PLAN/PROFILE REQUIRED IMPROVEMENTS NOT SEWER IMPROVEMENT PLANS
CODE REQUIRES A DIG ALERT IDENTIFICATION -i RF RIVERSIDE, CA 92506 COMMENCE WITHIN TWO YEARS OF THE
For y �Q- tiy5 DATE OF APPROVAL SHOWN HEREON DRAWN BY:
NUMBER BE ISSUED BEFORE A PERMIT TO — SEWER IMPROVEMENTS FOOTHILL BOULEVARD SCNE
EXCAVATE WILL BE VALID No.sss84
(951) 680-0440 AND CARRIED FORTH IN A DILIGENT SWL AS SHOWN
� � �
FOR YOUR DIG ALERT I.D. NUMBER CALL EV,9-M-08 EKING FAX (951) 680-0490 FOOTHILL BOULEVARD MANNER, THE CITY ENGINEER MAY DESIGNED BY: PLA ROFILE PHASE I DAA:
UNDERGROUND SERVICE ALERT 9� Cv/Vl�- 1% REQUIRE REVISIONS TO THE PLANS TO ST + 9 TO STA. 31+12f JUNE 2007
TOLL FREE 1-800-227-2600 °�"� CALIF TE RY M. RENNER R.C.E. No. 69984 EAST AVENUE TO CHERRY AVENUE BRING THEM INTO CONFORMANCE WITH CHECKED BY: Y: DATE: DRAWING NO.:
CONDITIONS AND STANDARDS IN EFFECT. . 2 . D 4
TWO WORKING DAYS BEFORE YOU DIG REV REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES: 9-30-08 CITY ENGINEER R,C.E. No. 51152 4282 8
HORZ: 1" = 40'
VERT: 1" = 4'
FOOTHILL AVENUE
APN
STATION AS -BUILT
0229-091-13
25+26f
0229-091-14
27+23f
0229-091-14
28+54f
0229-091-16
29+92f
0229-091-17
30+40f
JOB 4: 101-18