HomeMy WebLinkAbout4334-1GENERAL NOTES
ACCORDANCE WITH THESE PLANS THE CITY OF FONTANA STANDARD PLANS
1. ALL WORK SHALL BE IN AC ,
THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
("GREEN BOOK'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION
UNLESS OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK". THE CONTRACTOR
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK
PRIOR TO IMPLEMENTING DETOURS.
5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT
DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK, INSPECTION COORDINATION
SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
6. THE CONTRACTOR SHALL 'CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES
DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION
UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR
OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES
5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
9. THE WALLS,AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE
GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE
REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS
THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A
SEPARATE PERMIT FOR THAT PURPOSE.
11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER,
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE
LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO
AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTRACT UNDERGROUND SERVICE ALERT AT
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT
NOT LIMITED TO GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION,
DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS, ALL
UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR
FACILITIES.
13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT
APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER
COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED.
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENG/NEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING
CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH
MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS,
MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED
LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION
SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO
CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE
MONUMENT
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A
MINIMUM , 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR
RES/DENTS AND EMERGENCY VEHICLES.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING
ADEQUATE WATERING, AT ALL TIMES.
20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE
DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING
CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION, FAILURE TO OBTAIN THE
REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE
SPECIFIED DENSITY IS OBTAINED.
23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET
IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY
NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH
EXISTING CONCRETE.
25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE
CITY ENG/NEER.
26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION
AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT
IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS
27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY.
28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
INSPECTED AND APPROVED.
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OR
STREETS
30. APPROVED SOILS STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE
BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING,
BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY
TRAFFIC ENGINEER.
33. AS-BULIT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
34. MINIMUM D -LOAD FOR ALL RCP IS 1350.
35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPE MUST
BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2 INCHES OVER THE REINFORCING
WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN
STRENGTH IN THESE REACHES SHALL BE FC=5000 PSI FOR VELOCITIES EXCEEDING
20 FEET PER SECOND AND FC=6000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER SECOND.
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PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCA 77ON OF ANY UNDERGROUND U77LI77ES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS;
TO 7HE BEST OF OUR KNOWLEDGE, THERE ARE NO EXIS77NG U77LI77ES EXCEPT -
THOSE SHOWN ON ]HESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAURONARY MEASURES TO PROTECT THE URLITY LINES SHOWN ON ]HESE
DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
SIBILITY FOR 7HE U77LITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON ]NESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI-
BILITY FOR THE JOB S17F COND177ONS DURING THE COURSE OF CONS7RUC77ON
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
7HIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
AND THAT THE CON7TZACTOR SHALL DEFEND, INDEMNIFY, AND HOLD 7HE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNEC77ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
CON7RACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO 7HE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK.
IT 13 THE RESPONSIBILITY OF THE CONTRACTOR TO N077FY THE ENGINEER OF ANY
DISCREPANCIES BEGINNING OF WORK MEANS ACCEPTANCE-OF-CQND177ONS
CON7RACTOR SHALL COMPLY WITH ALL NP.D.E.S REQUIREMENTS
CITY OF FONTANA UTILITY NOTIFICATION LIST
CIT`/ OF FONTANA
PACIFIC BELL CO.
8353 SIERRA AVENUE
ATTN.- NORMA GU/LLOT
FONTANA, CA 92335
1265 N. VAN BUREN STREET
(909) 350-6632
SUITE 180
/
ANAHEIM, CA 92807
QN
(714) 666-5401
SO. CALIFORNIA GAS COMPANY
COMCAST (CABLE TV)
ATTV.• GREG GASPAR
ATTN. JACK HAYES 1205
16231 VALLEY BLVD.
DUPONT AVENUE ONTARIO, CA. 91761
FONTANA, CA. 92335
(909) 390-4738
428-811
E.G.
EMERGENCIES• (800) 427-2200
uq
EX.
VERIZON
SO. CALIFORNIA EDISON COMPANY
AT N. STEVE HOCK
7951 REDWOOD AVE.
1400 E. PHILLIPS BLVD.
FONTANA, CA. 92335
POMONA, CA. 91766
(909) 820-5598 - UNDERGROUND
(909) 469-6327
(909) 875-5100 - TRANSMISSIONS
(213) 637-12JJ - PIPELINES
FONTANA WATER COMPANY
(909) 357-6233 - DISTRIBUTION
ATTIC MICHAEL J. McGRAW
J
8440 NUEVO AVENUE
Tse _ I
CA 92335 (909)
CRAWFORD CANYON MUTUALFONTANA,
WATER CO.
822-823-2201 2201 FAX. • (909)
ATTN. BASIL J. FABRIZIO
5046
(909) 463-9580
-
WEST SAN BERNARDINO WATER CO.
UNDERGROUND SERVICE ALERT
ATTN. LON TSAI
(800) 422-4 1JJ
855 W. BASELINE ROAD
RIALTO, CA 92377
CONSTRUCTION NOTES
lo- INSTALL 18" RCP, CLASS IV
INSTALL 36" RCP, D -LOAD PER PLAN
j)- CONST JUNCTION STRUCTURE PER CITY OF FONTANA STD. 3010
® CONST. JUNCTION STRUCTURE PER CITY OF FONTANA STD. 3009
LAND OWNER/DEVELOPER:
LEWIS RETAIL CENTERS
1156 N. MOUNTAIN AVENUE
UPLAND, CA 91786
P.O. BOX 670
UPLAND, CA 91785
CONTACT- BRIAN GARCIA
PHONE. (909) 949-6779
FAX.- (909) 949-6733
E-MAIL: BRIAN. GARCIAOLEWISOP. COM
no. 336^633 7
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QUANTITIES
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33 L. F.
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3 EA.
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lo- INSTALL 18" RCP, CLASS IV
INSTALL 36" RCP, D -LOAD PER PLAN
j)- CONST JUNCTION STRUCTURE PER CITY OF FONTANA STD. 3010
® CONST. JUNCTION STRUCTURE PER CITY OF FONTANA STD. 3009
LAND OWNER/DEVELOPER:
LEWIS RETAIL CENTERS
1156 N. MOUNTAIN AVENUE
UPLAND, CA 91786
P.O. BOX 670
UPLAND, CA 91785
CONTACT- BRIAN GARCIA
PHONE. (909) 949-6779
FAX.- (909) 949-6733
E-MAIL: BRIAN. GARCIAOLEWISOP. COM
no. 336^633 7
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QUANTITIES
32 L. F.
33 L. F.
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BACKFILL
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CENTERLINE
6" MAX. SIZE
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INDICATES PROPOSED CONTOUR
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PART, Cid THE F' ^X14 OF INFORM ,IATIOPd 0+ Fr.
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RESPONSI13LE FOri A?dY ERROS?S Oq OP1'7r3 1�l'HItMt!
HAVE BEEN INCORPORATED INTO THE GOCUTAENT4 A, 13
A RESULT THEREOF
Cl VIL ENGINEER:
MADOLE AND ASSOCIATES, INC.
1455 AUTO CENTER DR., SUITE 200
ONTARIO, CA 91761
CONTACT- LEO PACIS
PHONE.- (909) 937-9151
VICINITY MAP
N.TS.
TOP -OF STRUCTURAL
PAVEMENT SUBGRADE
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BACKFILL
VER77CAL DEPTH
NATIVE
CENTERLINE
6" MAX. SIZE
GRANULAR BEDDING FROM
END CURVE V.C.
SELECTED TRENCH SIDE
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MATERIAL (1 MAX. SIZE).
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6" MIN. III =
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RIGHT OF WAY -
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0.6'D' HE
STORM DRAIN
-11F
PIPE
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GRANULAR BEDDING FROM SELECTED
TRENCH SIDE MATERIAL FOR PIPE
INDICATES PROPOSED CONTOUR
10' OR GREATER IN DEPTH USE
1/2" CRUSHED STONE BEDDING.
TRENCH DETAIL
NOT TO SCALE
NOTES:
1. TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE.
2. TRENCH DEPTHS OF GREATER THAN 5'
SHALL HAVE ADEQUATE SHORING.
3. CLASS II AGG.BASE ALL TRENCHES
LESS THAN 100' IN LENGTH.
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4. COMPACTION SHALL BE 90% IN ALL
ZONES UNLESS OTHERWISE SPECIFIED.
TRENCH STABILITY SHALL CONFORM
TO CAL -OSHA REQUIREMENTS.
A. C.
ASPHAL 77C CONCRETE TAN.
TANGENT
B. C.
B. V. C.
BEGIN CURVE T C.
BEG. VERTICAL CURVE
TOP OF CURB
B. W.
BACK SIDEWALK W
WIDTH
C.B.
CATCH BASIN V
VER77CAL DEPTH
C. L.
CENTERLINE
E. C.
END CURVE V.C.
VERTICAL CURVE
E. P.
EDGE PA VEMENT 7
E.G.
EDGE GRADE
EX.
EXISTING
AC PAVEMENT
E.V.C.
END VERTICAL CURVE
REMOVAL
F. L.
FLOW LINE
F. S.
FINISH SURFACE
G. B.
GRADE BREAK
H.P.
HIGH POINT
INV.
INVERT
L. E.
LANDSCAPE EASEMENT
0. C.
ON CENTER
P.C.C.
PORTLAND CEMENT
CONCRETE
(R)
RIDGE LINE
R/W
RIGHT OF WAY -
(590.77)
INDICATES EXISTING ELEVATION
310.00
INDICATES PROPOSED ELEVATION
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INDICATES EXISTING CONTOUR
- 1320-
INDICATES PROPOSED CONTOUR
DAYLIGHT / CUT -FILL. -LINE
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