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AU MWD Edi I ST I NC STRUCTURES TO BE
OR PROPERTY UNTIL HE OBTAINS THE NECESSARY PERMIT. IT WILL BE
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THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL M.W.D.
-5 m
S
REQUIREMENTS WHILE WORKING WITHIN THE RIGHT-OF-WAY.
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Vmwov 3-01-89
METROPOLITAN'S PIPELINE IN THE AREA OF THIS PROJECT IS ADEQUATE
cn
FOR AASHTO H-20 LOADING PROVIDED THAT THE COVER OVER THE PIPELINE
DJUSTED BY "IWD FORCES AS REQUIRED. /j
DATE
IS BETWEEN 4' AND 12'. IF TEMPORARY COVER OVER THE PIPELINE
-
cit;"
DURING MASS GRADING OPERATIONS IS BETWEEN 3' AND 4' EQUIPMENT
REVISIONS
Py IMP STA. 73& f 8�
MUST BE RESTRICTED TO THAT WHICH IMPOSES NO GREATER THAN AASHTO
H-10 GOADING. IF THE COVER IS BETWEEN 2' AND 3', EQUIPMENT MUST
W'
yc�
Tip? eG, = 1021, 50
A CATERPILLAR D-4 TRACK TYPE TRACTOR. IF THE COVER IS LESS THAN
2', ONLY HAND EQUIPMENT MAY BE USED. IF CONTRACTOR PROPOSES TO
USE ANY EQUIPMENT OVER M.W.D. PIPELINE WHICH WILL IMPOSE GREATER
'
THAN AASHTO H-20, -IT WILL BE NECESSARY TO SUBMIT THE
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FOR REVIEW AND APPROVAL AT LEAST 10 WORKING DAYS PRIOR TO ITS
USE. THE CONTRACTOR IS ALSO RESPONSIBLE FOR CONTACTING MR, ART
KNOOP (213) 250-6432 TWO (2) WORKING DAYS PRIOR TO START OF WORK
WITHIN THE M.W.D. RIGHT-OF-WAY.
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T Q A C T 13 G I 0 c POLITAX WATER DISTRICT-QF_,5QVjj EM
APPROVED BY
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- CALIFQRNLA CQl{,�T$S1CTI OI1�4S1If�EMEtiTS ,
ASL
Consultain n neersPASADENA (818)792-3096
C:ECC� I�fJ �R I�IIAILl'
d
r
CHECKED:
11543 PALM SPRINGS (619) 320-4220
R. E.
ExP6 30 -89
SCALE FILE NO.
T QA CT /Jo; 13
LINE tfujot
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Ml�D _ MltiO —
1'11 MWi,9 6r4, 732 f 22,8 Py i(ikV47 Srld, 751130
TP 456, = 1041, /O 7P !� = 104 , Off' y
15e� 15WOO r 2 3 STORM D1591A/ 4F6"'T.
�te.�--
SINGLE ROW C. E M. A.
SINGLE HEIGHT
P//VG OF SANDBAGS
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003
0. C. E. M.A. /NLE7-
TYPE .l7
SEF DE MIL ON SNT. 33 24 "C. M. P.
P.
, C. e /1.549 30 "R. C. P. R/SFR
Exp 12-31 _91?
CONC. COL L A R /(n GA UCE
PER LACFCO
\ 5TO. 2 - 0393 C. F. OF 2¢11CMP
/G GAl1GE
DESILTING .INLET DETAIL
l
NO SCALE
r
1 f
3 ,
CITY OF FONTANA ,CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY SQUTHRIDGE �VILLAGE�__,, SCALE 40'
DESIGNED BY STOO M' DRAIN DATE
M.W.D. R.O.W, SO OF POPLAR 81 BEECH AV 88
CHECKED BY SHEET NO.
APPROVED:
wT--B13 ��4�• CITY ENGINEER R.C.E.16932 Z¢ OF ,;�'
THE CONTRACTOR SHALL PERFORM NO WORK WITHIN M.W.D. RIGHT-OF-W6Y'
en115e-D STA.
OR PROPERTY UNTIL HE OBTAINS THE NECESSARY PERMIT. IT WILL BE
123-S.
THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL M.W.D.
-5 m
S
REQUIREMENTS WHILE WORKING WITHIN THE RIGHT-OF-WAY.
l REIN/5E0 P/PE s/ZE
Vmwov 3-01-89
METROPOLITAN'S PIPELINE IN THE AREA OF THIS PROJECT IS ADEQUATE
NO. DESCRIPTION
FOR AASHTO H-20 LOADING PROVIDED THAT THE COVER OVER THE PIPELINE
-C ITY
DATE
IS BETWEEN 4' AND 12'. IF TEMPORARY COVER OVER THE PIPELINE
APPR.
cit;"
DURING MASS GRADING OPERATIONS IS BETWEEN 3' AND 4' EQUIPMENT
REVISIONS
MUST BE RESTRICTED TO THAT WHICH IMPOSES NO GREATER THAN AASHTO
H-10 GOADING. IF THE COVER IS BETWEEN 2' AND 3', EQUIPMENT MUST
yc�
BE RESTRICTED TO THAT WHICH IMPOSES LOADS NO GREATER THAN THAT OF
A CATERPILLAR D-4 TRACK TYPE TRACTOR. IF THE COVER IS LESS THAN
2', ONLY HAND EQUIPMENT MAY BE USED. IF CONTRACTOR PROPOSES TO
USE ANY EQUIPMENT OVER M.W.D. PIPELINE WHICH WILL IMPOSE GREATER
'
THAN AASHTO H-20, -IT WILL BE NECESSARY TO SUBMIT THE
SPECIFICATIONS OF SUCH EQUIPMENT TO MR. JIM HALE (213) 250-6564
FOR REVIEW AND APPROVAL AT LEAST 10 WORKING DAYS PRIOR TO ITS
USE. THE CONTRACTOR IS ALSO RESPONSIBLE FOR CONTACTING MR, ART
KNOOP (213) 250-6432 TWO (2) WORKING DAYS PRIOR TO START OF WORK
WITHIN THE M.W.D. RIGHT-OF-WAY.
APPROVED BY
ASL
Consultain n neersPASADENA (818)792-3096
C:ECC� I�fJ �R I�IIAILl'
�D/B
A. REQ/SED STA f SLOPE
6-/5-
�
7
r
CHECKED:
11543 PALM SPRINGS (619) 320-4220
R. E.
ExP6 30 -89
SCALE FILE NO.
T QA CT /Jo; 13
LINE tfujot
_— z
' Z
�I) 0
y B" (SEWER Z_11uE C�S�S
e�cp w�cc��eA�ucE
s 09° 27 -15 X5127188
STO; /R OtAgIA c-5AV T 36 "R. G. P.
Ml�D _ MltiO —
1'11 MWi,9 6r4, 732 f 22,8 Py i(ikV47 Srld, 751130
TP 456, = 1041, /O 7P !� = 104 , Off' y
15e� 15WOO r 2 3 STORM D1591A/ 4F6"'T.
�te.�--
SINGLE ROW C. E M. A.
SINGLE HEIGHT
P//VG OF SANDBAGS
L
'
!C I
003
0. C. E. M.A. /NLE7-
TYPE .l7
SEF DE MIL ON SNT. 33 24 "C. M. P.
P.
, C. e /1.549 30 "R. C. P. R/SFR
Exp 12-31 _91?
CONC. COL L A R /(n GA UCE
PER LACFCO
\ 5TO. 2 - 0393 C. F. OF 2¢11CMP
/G GAl1GE
DESILTING .INLET DETAIL
l
NO SCALE
r
1 f
3 ,
CITY OF FONTANA ,CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY SQUTHRIDGE �VILLAGE�__,, SCALE 40'
DESIGNED BY STOO M' DRAIN DATE
M.W.D. R.O.W, SO OF POPLAR 81 BEECH AV 88
CHECKED BY SHEET NO.
APPROVED:
wT--B13 ��4�• CITY ENGINEER R.C.E.16932 Z¢ OF ,;�'
en115e-D STA.
y 5-23-88
123-S.
2 REv/SED G G.
-5 m
S
y
l REIN/5E0 P/PE s/ZE
Vmwov 3-01-89
fjs
NO. DESCRIPTION
ENGR. DATE
-C ITY
DATE
APPR.
APPR.
DESIGNED BY
REVISIONS
DRAWN BY
r
CHECKED:
11543 PALM SPRINGS (619) 320-4220
R. E.
ExP6 30 -89
SCALE FILE NO.
T QA CT /Jo; 13
LINE tfujot
_— z
' Z
�I) 0
y B" (SEWER Z_11uE C�S�S
e�cp w�cc��eA�ucE
s 09° 27 -15 X5127188
STO; /R OtAgIA c-5AV T 36 "R. G. P.
Ml�D _ MltiO —
1'11 MWi,9 6r4, 732 f 22,8 Py i(ikV47 Srld, 751130
TP 456, = 1041, /O 7P !� = 104 , Off' y
15e� 15WOO r 2 3 STORM D1591A/ 4F6"'T.
�te.�--
SINGLE ROW C. E M. A.
SINGLE HEIGHT
P//VG OF SANDBAGS
L
'
!C I
003
0. C. E. M.A. /NLE7-
TYPE .l7
SEF DE MIL ON SNT. 33 24 "C. M. P.
P.
, C. e /1.549 30 "R. C. P. R/SFR
Exp 12-31 _91?
CONC. COL L A R /(n GA UCE
PER LACFCO
\ 5TO. 2 - 0393 C. F. OF 2¢11CMP
/G GAl1GE
DESILTING .INLET DETAIL
l
NO SCALE
r
1 f
3 ,
CITY OF FONTANA ,CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY SQUTHRIDGE �VILLAGE�__,, SCALE 40'
DESIGNED BY STOO M' DRAIN DATE
M.W.D. R.O.W, SO OF POPLAR 81 BEECH AV 88
CHECKED BY SHEET NO.
APPROVED:
wT--B13 ��4�• CITY ENGINEER R.C.E.16932 Z¢ OF ,;�'
3 ,
CITY OF FONTANA ,CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY SQUTHRIDGE �VILLAGE�__,, SCALE 40'
DESIGNED BY STOO M' DRAIN DATE
M.W.D. R.O.W, SO OF POPLAR 81 BEECH AV 88
CHECKED BY SHEET NO.
APPROVED:
wT--B13 ��4�• CITY ENGINEER R.C.E.16932 Z¢ OF ,;�'