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PRIVATE ENGINEER'S NOTE TO CONTRACTORS:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A
SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, THE
OWNERS, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
INDEX AND FLOW MAP
BENCHMARK NO. 396
PK NAIL IN P.P. #1'170851E NW COR.
ARROW HIGHWAY AND OLEANDER AVENUE.
ELEVATION: 1250.84 DATE: 9/67
BENCHMARK NO. 399
PK NAIL IN P.P. #1170859E NE COR.
ARROW HIGHWAY AND CITRUS AVENUE.
ELEVATION: 1254.82 DATE: 9/67
REVISIONS:
N0. I DESCRIPTION ENG. I DATE I APPROVED I DATE
CIVIk
R.C.E. 3382:,;
w
te
*000600 L
CALIF _1IV
DATE: (01/1 191
GENERAL NOTES.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE
CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS
.DATED 1975.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC
WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY
LIMITS.
3. TERMINATE ALL 4" HOUSE SEWER LATERALS 3' INSIDE THE LOT WITH A
PLUG. SHOULD A PUBLIC UTILITIES EASEMENT LIE CONTIGUOUS TO THE
STREET R -O -W, THE LATERAL SHALL EXTEND ACROSS THE EASEMENT AND
TERMINATE 3' INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT
LINE. (5B!E C7)( O� �-T'A-,wA s-C"D • No. m-5)
)
4. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
5. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR
POWER POLES, WATER METERS, VALVES. HYDRANTS. IRRIGATION
STRUCTURES. ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED
WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION.
SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE
CONSTRUCTION BEGINS.
6. "AS -BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR.
7. ALL 4" HOUSE SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM
GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
8. SEWER CONTRACTOR SHALL CHISEL "X" IN THE CURB AT THE LOCATION OF
THE LATERALS.
9. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER
CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF
PAVING. THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE.
10. ALL STATIONING REFERS TO CENTERLINE OF SEWER.
11. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION
AND PROTECTION OF ALL EXISTING UNDERGROUND UTILITIES AND
STRUCTURES WHETHER SHOWN ON THESE PLANS OR NOT.
12. NO LATERALS SHALL .BE PLACED UNDER DRIVEWAYS.
13. ENGINEER SHALL CHECK OUT ORIGINAL SEWER IMPROVEMENT PLANS AND
TRANSFER "AS^BUILT" INFORMATION PRIOR TO CITY ACCEPTANCE OF THE
SEWER SYSTEM.
CONSTRUCTION NOTES
&___CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD.
NO. 109, 112 AND 114.
2�- CONSTRUCT 8" V.C.P. SEWER MAIN (EXTRA STRENGTH
WITH COMPRESSION JOINTS).
(��_CONSTRUCT 4" DIA. (EXTRA STRENGTH) V.C.P. SEWER
LATERAL WITH PLUG PER CITY OF FONTANA STD. NO.
125.
@-CONNECT TO EXISTING MANHOLE PER LOS ANGELES CO.
STD. NO. S- 13. (SEE DETAIL "A" DN SHEET 2)
a INSTALL SEINER SApDLt F ER DETa l L. SHOW N ON SHEET 3
�— TRENCH PER CITY OF FON—I"ANA STD. NO. 131
Sierra Engineering
CIVIL ENGINEERS - LAND SURVEYORS - LAND PLANNERS
(714) 799-8080
25864 BUSINESS CENTER DRIVE, SUITE 'F'
REDLANDS-�- --G 92374
R.C.E. — 33820` EXP. 6/30/94
to
AS-BUILT of
QUANTITIES
5
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1.304
L. F.
1,255
L. F.
1
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EA.
246
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V iC I w ITY MAP
►JOT 7) 45614LE
CITY OF FONTANA. CALIFORNIA
PUBLIC WORKS DEPARTMENT
7
DRAWN BY SEWER IMPROVEMENT PLANS SCALE 1"=40'
TMC -,i o. -i.H TRACT NO. 14747
DESIGNED BY DATE
IS -A- /0 PAGE /®ozs--9/
CHECKED BY APPROVED G � ��/� DC # 1
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V iC I w ITY MAP
►JOT 7) 45614LE
CITY OF FONTANA. CALIFORNIA
PUBLIC WORKS DEPARTMENT
7
DRAWN BY SEWER IMPROVEMENT PLANS SCALE 1"=40'
TMC -,i o. -i.H TRACT NO. 14747
DESIGNED BY DATE
IS -A- /0 PAGE /®ozs--9/
CHECKED BY APPROVED G � ��/� DC # 1
/3.51 ACTINla CITY EW&tINEEIZ R.C.E. �i-3`1 3
90-069
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