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SEWER IMPROVEMENT PLANS
TRACT N0. 12694 -
FONTANA, CALIFORNIA
PRIVATE ENGINEERS NOTICE TO CONTRACTOR
1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR
OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH
THEIR APPROXIMATE LOCATION AND EXTENT.
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE• -THE
NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE -
VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR TO
CONSTRUCTION.
3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE
UTILITIES -OR STRUCTURES CONCERNED BEFORE STARTING WORK.'
4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING,
CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH
HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY
SHALL BE BROUGHT TO THE -ENGINEER'S ATTENTION PRIOR TO
CONSTRUCTION, OTHERWISE';THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY
FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION.
TYPICAL. _BEDDING FOR 8" SCP IO' OR DEEPER
NO SCALE
r '
/ "MAX/MUN S/TE
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LESS THAN -10' DEEP
NU $CALE
CONSTRUCTION NOTES AND QUANTITY ESTIMATES
NUMBER
ITEM
QUANTITY
UNIT
1
INSTALL STANDARD MANHOLE PER CITY
4
EA.
OF FONTANA STANDARD DETAIL 112 `
2
INSTALL STANDARD CLEAN—OUT PER' CITY
2
EA.
OF FONTANA STANDARD DETAIL .125
3
INSTALL 8" VITRIFIED CLAY PIPE
1,132
L.F.
PER CITY OF FONTANA STANDARDS AND SPECIFICATIONS
4
INSTALL 411 SEWER LATERAL PER CITY OF FONTANA
980
L.F.
STANDARD DETAIL 125
INSTALL 811 WATER TIGHT PLUG WITH TIGHTENING
1
EA.
BAND
G E N E R. A L NOT ES
1. THE CONSTRUCTI-ON OF ALL PUBLI`C',IMPROVEMENTS SHALL CONFORM TO THESE
PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS,
PUBLIC,WORKS DEPARTMENT, CITY,OF FONTANA. REFER TO DEFINITIONS
AND TERMS IN CITY STANDARD..,oSPECIF.ICATIONS.
2 . CONSTRUCTION PERMITS SHALL ..BE, OB.TAI NED FROM FONTANA PUBLIC.. WORKS
DEPARTMENT PRIOR TO START OF�,;ANY WORK WITHIN THE CITY LIMITS.
3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE
OTHERWISE NOTED.
4. ALL UNDERGROUND WORK -SHAL-14 BF, COMPLETED PRIOR TO PAVING OF
STREETS.
5. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION
AND ELEVATION IN THE FIELD.
6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET
IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING
OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE
(5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES
HAZARDOUS GROUND MOVEMENT MAY BE -'EXPECTED.
7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM, EXCAVATION OR
TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE
DIVISION OF INDUSTRIALI,SAFETY. SEE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6.
8. ALL MANHOLE FRAMES AND'COVERS SHALL BE CONSTRUCTED 61' BELOW
FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY
PAVING CONTRACTOR AFTER COMPLETION OF PAVING.
9. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD
DETAIL 129.
10, ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES.
11. AS BUILT 'DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY
OF FONTANA.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY
SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH MARKS
WHICH ARE DISTURBED Q.URING CONSTRUCTION WHETHER THEY ARE SHOWN ON
THE PLANS OR NOT.
13. ALL 411 HOUSE SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM
GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. INSTALL
SEWER CLEANOUT BOX FOR ALL HOUSE LATERALS PER STD. 125—A.
14. TERMINATE ALL 41''HOUSE SEWER LATERALS WITH A PLUG AT THE PROPERTY
LINE UNLESS OTHERWISE NOTED.
15. CHIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER
LATERALS BY THE SEWER CONTRACTOR.
16. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE
HORIZONTAL LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY
CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWER. ANY
DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER PRIOR TO
CONSTRUCTION.
1'7. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND
OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE,
ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING
IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM
DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 48—HOURS PRIOR TO
EXCAVATION NEAR THEIR FACILITIES, NOTIFY:
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CALIFORNIA 92335
TELEPHONE (714) 350-7610
SO. CALIF. GAS COMPANY - D I STRLB.U.T_I4N FACILITIES
570 4TH STREET, P.O. BOX 22
SAN BERNARDINO, CALIFORNIA.92408
TELEPHONE (714) 884-9411 OR (800) 422-4133
SO. CALIF. GAS COMPANY - TRANSMISSION DEPARTMENT
2191 BIRCH STREET
BREA, CALIFORNIA 92621
TELEPHONE (714) 529-2889 OR. (800) 422-4133
SOUTHERN CALIFORNIA EDISON COMPANY
1351 E. FRANCIS AVENUE, P.O. BOX 513
ONTARIO, CALIFORNIA 91761
TELEPHONE (714) 947-2996 — UNDERGROUND POWER
(714) 875-5100 — TRANSMISSION
(2.13) 637-1233 - PIPELINES, OR
(800) 422-4133
GENERAL TELEPHONE COMPANY
245 N. MOUNTAIN VIEW AVENUE
POMONA, CALIFORINA 91766
TELEPHONE (213) 357-2257 OR (800) 422-4133
SAN BERN. COUNTY FLOOD _CONTROL -DISTRICT
825 EAST THIRD STREET
SAN BERNARDINO, CALIFORNIA 92408
TELEPHONE (714) 383-1665
PACIFIC TELEPHONE & TELEGRAPH COMPANY
3073 ADAMS STREET
RIVERSIDE, CALIFORNIA 92504
TELEPHONE (714) 359-2585 OR (800) 422-4133
Nu. 14,375.
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