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E. METROPOLITAN WATER DISTRICT
(909) 593-7474
CONSTRUCTION NOTES
QUANTMES:
700 N. MORENO AVENUE
LAVERNE, CA. 91730
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(40)—INSTALL 24' RCP (-D- LOAD PER PRO FU)
Z25 -22+ L F.
F. SOUTHERN CALIFORNIA EDISON COMPANY
(800) 655-4555
(431 �-�—INSTALL 36- RCP (-D- LOAM PER PROFILE)
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7951 REDWOOD AVENUE
FONTANA, CA. 92336
42)�—INSTALL 60" RCP ('D' LOAD PER PROFILE)
2-7 -7**-
8 L F. as
G. PACIFIC TELEPHONE COMPANY
(714) 999-5639
@��__CONSTRUCT MANHOLE O. 4 PER CYN STD. PLAN 321.
3
19.THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE
ROADWAY PAVEMENT
(N TU NO, 2 ITY STD. LAN
4�CONSTRUCT JUNCTIO STRUC RE PER C P
331.
2 EA,
SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY
LATERALS WITHIN
@45 CONSTRUCT JUNCTION STRUCTURE NO, 4 PER CITY STD. PLAN
333.
(L7 -&- E.A. Ai
THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS
INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND
ALL UNACCEPTABLE
46 CONSTRUCT CONCRETE PIPE CLOSURE PER S.B.COUNTY STD SP-176.
---
PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED
AND REPLACED TO THE
47 INSTALL 42- RCP ('D- LOAD PER PROFILE)
47 L.F.
SATISFACTION OF THE CITY ENGINEER.
46 CONSTRUCT MANHOLE NO. 2 PER CITY STD. PLAN 319.
4 EA,
20.ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT
TO THE CURB.
THE INSTALLATION OF STREET LIGHTS, STREET SIGNS,
AND FIRE HYDRANTS
(49 _REMOVE EXISTING PIPE CLOSURE
1 EA.
SHALL BE LOCATED BEHIND THE SIDEWALK.
PRIVATE ENGINEER S NOTICE TO CONTRACTORS
(@ _—TRENCH REPAIR PER CITY STD. PLAN 120.
2,565 L F.
(51 )_INSTALL 60" RCP; (INCREASED THICKNESS, MINIMUM COVER OF
CONCRETE
1,989 L. F.
OVER REBAR MUST BE INCREASED BY 1/2")
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
(-D" LOAD PER PROFILE)
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS;
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
52 INSTALL 48- RCP (-D- LOAD PER PROFILE)
84 L F.
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
NOTE: CATCH BASINS TO BE CONSTRUCTED PER
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
TR, 16116 OFF-SITE STREET IMPROVEMENT PLANS.
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS,
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS-
EXISTING SURVEY MONUMENTATION
IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
Underground Service Alert
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT RS-
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOU
I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD
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AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
THAT COULD BE DISTURBED BY THIS PROJECT, ALL SAID MONUMENTS WHICH CURRENTLY
EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS:
1/1
CALL
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
TOLL FREE
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
THAT COULD BE DISTURBED BY THIS PROJECT.
No. 4756
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
THERE ARE NO SURVEY MONUMENTS OF RECORD
1-800
U0
ENGINEER.
Exp: 9 30-2003
227-2600
I
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
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ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
DATED:
CA0
WIC.
VICINITY MAP
N.T.S.
Add -46 bars x %?
(total 2)
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Precast concrete end
block to be placed flush
with end of pipe a
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directed ty the Engineer.
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