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M. W.D. CONS TRUC TION NOTES:
1. NOTIFY MR. JOE MIRONE OF M. W. D. 'S WATER SYSTEM OPERATIONS
GROUP, TELEPHONE (909)776-2664, AT LEAST TWO (2) WORKING
DAYS (MONDAY THROUGH THURSDAY) PRIOR TO ANY WORK IN THE
VICINITY OF MWD'S FACILITIES AND RIGHT-OF-WAY.
2. EXISTING PIPELINE IS ADEQUATE FOR AASHTO H-20 LOADING,
WITH A MINIMUM 4 FEET OF COVER, DURING CONSTRUCTION,
WITH A MINIMUM 5 FEET OF COVER, EQUIPMENT IMPOSING LOADS
NO GREATER THAN THOSE IMPOSED BY A LOADED CATERPILLAR
657E OR A 666B SCRAPER MAY OPERATE OVER THE PIPELINE,
PROVIDED THE GROUND IS MAINTAINED IN A SMOOTH CONDITION
ON BOTH SIDES OF THE PIPELINE.
J. A LIST AND SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT
PROPOSED TO BE USED OVER THE PIPELINE MUST BE SUBMITTED
FOR M.W.D. 'S REVIEW AND APPROVAL AT LEAST 30 DAYS PRIOR
TO CONSTRUCTION.
4. ALL M. W.D. 'S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR
TO ANY CONSTRUCTION WORK, WHEN A MANHOLE OR OTHER M.W.D.
FACILITY MUST BE MODIFIED TO ACCOMMODATE THE CONSTRUCTION,
THE FACILITY SHALL BE MODIFIED BY M.W.D. FORCES.
Al
5. THE FOLLOWING LOADING RESTRICTIONS APPLY. Al
RIAL TO PIPELINES
THE VIBRATORY ROLLER AND COMPACTOR MUST NOT BE OPERATED /N VIBRATORY
MODE WITHIN 30 FEET OF THE CENTERLINE OF THE PIPELINE. WHEN THE COVER /S
A MINIMUM OF 4 FEET AND NO GREATER THAN THAT SHOWN IN THE FOLLOWING TABLE,
ALL OF THE LISTED EQUIPMENT EXCEPT THE CAT SCRAPER MAY OPERATE OVER THE
RIALTO PIPELINE BETWEEN THE STATIONS SHOWN ON THE TABLE BELOW.
EXCEPT WHERE RESTRICTIONS APPLY ON THE TABLE BELOW, WHEN THE COVER /S A
MINIMUM OF 5 FEET AND NO GRATER THAN THE SHOWN ON THE FOLLOWING TABLE, AND
WHEN THE GROUND IS MAINTAINED IN A SMOOTH CONDITION WITH A UNIFORM SLOPE
FOR THREE VEHICLE LENGHTS ON EACH SIDE OF THE PIPELINE, LOADED CAT SCRAPERS
MAY OPERATE OVER THE RIALTO PIPELINE BETWEEN THE STATIONS SHOWN ON THE
TABLE BELOW.
RIALTO PIPELINE STATIONS
MAX. COVER
Prepared Under The Supervision Of :
C/T Y OF FONTANA, CAL/PORN/A
ALLOWABLE LOAD
SEWER IMPROVEMENT PLANS
NOT COMMENCE W/TH/N TWO YEARS OF THE DATE OF
��° �,�, I wq F2
PREPARED IN THE OFFICE OF
MADOLE AND A SSOCIA TES, INC.
APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A
L 3 No. 36637 c
760-A SOUTH ROCHESTER AVENUE
FROM
TO
FEET
SCALE:
AS SHOWN
D/L/GENT MANNER, THE CITY ENG/NEER MAY REQU/RE
* Exp: 06-30-06
I CA 91761
PHONE (9091 937 9 51
3648 +00
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COVER RESTRICTIONS
EQUIPMENT THAT IMPOSE LOADS GREATER THAN THOSE OF AN AASHTO H-20
VEHICLE MUST NOT BE OPRETED WITHIN 20 FEET OF THE EXISTING MANHOLES
STRUCTURES AND BETWEEN STATIONS 3662+50.
REV.
TOLL FREE -800-227-26
03
L
A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT 1
REVISION DESCRIPTION
QWG.- Rg11. LA're C 14p+9Y. 814y 19 +43.03
ED MWD NOTES. SHOWED FUTURE 121 MWD
SCALE IN FEET
40 - 80 120 - 160 KNOX AVENUE
DATE I ENGR. I CITY DATES
®Fess � F -r -M.- I N
NDSCAPE L�
TTERED LOT
o�
ry
0
# NOTE "A"
1. NO JOINTS ALLOWED, WELD JOINTS.
2. HOT DIP BITUMINOUS COATING.
J. POLYETHYLENE WRAPPED AND CATHODIC PROTECTION.
SCALE: 1 " _ 40'
CONSTRUCTION NOTES:
Q 2 INSTALL 8' EXTRAS N V.C.P. SEWER
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA
STD. DWG. N0. 112 (LD.=48
�INSTALL 8" D.I.P. SEWER, CLASS 350.
@—CONSTRUCT CONCRETE ENCASEMENT PER DETAIL ON SHr N0. L 2
. J
RECORDDRAWING
THESE RECORD DR AWFINGS HAVE BEEN PREPARED, IN LV
a .`3. 36631 PART, ON THE BASIS OF INFORMATION COMPILED AND C�
t FURNISHER BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSMO FOR ANY BOAS OR OMISSIONS WHICH
U J� HAVE BEEN INCORPORATED INTO THE. DOCUMENTS AS
f A RESULT THEREF.
(if CA
Q
BENCH MARK: # 8-17 1 BASIC OF BEARINGS-
CALTRANS BENCHMARK -17. A
BRASS CAP IN THE CONCRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, a2 M/ WEST
OF SAN SEVA/NE RD., 2.65 M/ WEST
OF SIERRA A VE
ELEVA TION: 1 1428.609
THE BRG N089'5931IF
ALONG THE CL SUMMIT AVE Z
AS SHOWN ON TR. NO.
16427-1, M.B. 296/7-11.
• w
N
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
Prepared Under The Supervision Of :
C/T Y OF FONTANA, CAL/PORN/A
SEWER IMPROVEMENT PLANS
NOT COMMENCE W/TH/N TWO YEARS OF THE DATE OF
��° �,�, I wq F2
PREPARED IN THE OFFICE OF
MADOLE AND A SSOCIA TES, INC.
APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A
L 3 No. 36637 c
760-A SOUTH ROCHESTER AVENUE
�
N
DRAWN BY
Pm/ bm
KNOX A VENUE
SCALE:
AS SHOWN
D/L/GENT MANNER, THE CITY ENG/NEER MAY REQU/RE
* Exp: 06-30-06
I CA 91761
PHONE (9091 937 9 51
� �'�� A �
DESIGNED BY
DA TE-*
s� ��-
-WEST
MARCH 2005
REVISIONS TO THE PLANS TO BR/NG THEM INTO
"
qrF F A`\ o��'
117
Date :8
CHECKED BY
APP 0
DRAWING NO.
4
7NFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT.
RCE 36637 ExP. 6-30- s
'l
3705
4
/TY R.C.E. 51152 DATE
WENDELL L. IWATSURU
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