HomeMy WebLinkAbout3103-11. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF
FONTANA STANDARD PLANS, THE CONTRACT PROVISION'S 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 THE CITY ENGINEER FOR RESOLUTION.
3. 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
CITY OF
STORM DRAIN
IMPROVEMENTS
FOR
TRACT NO. 15655
HEMLOCK AVENUE OFFSITE
SCI70L SITZ; D1;7J;N710N PARK`
PRIOR TO THE START OF ANY WORK. INSPECTIONCOORDINATION SHALL 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, BASIN SITE
BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF COLOR AND FINISH TO MATCH EXISTING CONCRETE.
ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL ' I
(909) 350-7610. 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY `
WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. SHEET 4
6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES,
METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING WALNUT AVENUE
MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY r
OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY _R, -16280-
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. rRJ -1-5 BE J -�
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
CITY OF FONTANA
0.6'D' -
ATTN: CARLOS NAVARRO
REMOVE BRICK AND MORTAR BULKHEAD
TIMES. PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
UNDERGROUND SERVICE ALERT
FONTANA, CA. 92335
(800) 227-2600
(909) 350-6632
AND ALL AFFECTED AGENCIES IMMEDIATELY.
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COMCAST ( CABLE TV )
SO. CALIF. GAS COMPANY
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8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION
1205 DUPONT AVE.
1981 W. LUGONIA AVENUE
ONTARIO, CA. 91761
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OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING Z
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(909) 335-7547
EA.
EMERGENCIES: (800) 427-2200
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THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. Q
ATTN: STEVE HOCK
SO. CALIF. EDISON COMPANY
1400 E. PHILLIPS BLVD.
SHEET 3
9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND
RIALTO, CA. 92376
(800) 422-4133
909820-5598 - UNDERGROUND
FONTANA WATER COMPANY
FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE APPROVED PRIOR TO PAVING OF STREETS. r
-16009,
ATTN: MICHAEL J. MCGRAW
213 637-1233 - PIPELINES
8440 NUEVO AVENUE
909 357-6223 - DISTRIBUTION
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS -T��
1
EA.
10
CONSTRUCT 42" DIA. REINFORCED CONCRETE PIPE (1500 D)
OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
OF
LF.
11
REMOVE EXISTING BULKHEAD
1
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN PAVEMENT PRIOR TO PLACEMENT.
12
PROTECT IN PLACE
19
EA.
THE POTENTIAL EXISTS FOR GROUND MOVEMENT. Y
CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-3
1
EA.
14
31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL o
±20
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15
REMOVE EXISTING 36" CMP
10. NO MATERIAL OR EQUIPMENT SHALL BE STORED 1N THE PUBLIC BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON
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RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT COMPLETION OF PAVING. w
PUIRPOSE. _
32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE
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11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL
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AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. r r,� r� _
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THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND J
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THE ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO
PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO
SHEET 2
CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO THE CITY ENGINEER.
WORKING DAYS BEFORE EXCAVATION.
34. MINIMUM D -LOAD FOR ALL RCP IS 1350.
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
ENGINEER 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 BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE
CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING ,
SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, 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 RESIDENTS
AND EMERGENCY VEHICLES.
19. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE
MEANS OF DUST CONTROL, INCLU°DING 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.
U )dergrw d Service Aleft
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Q Cat TOLL FREE
1-800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
BASELINE AVENUE
CITY OF FONTANA, UTILITY NOTIFICATION LIST
CITY OF FONTANA
0.6'D' -
ATTN: CARLOS NAVARRO
REMOVE BRICK AND MORTAR BULKHEAD
8353 SIERRA AVENUE
UNDERGROUND SERVICE ALERT
FONTANA, CA. 92335
(800) 227-2600
(909) 350-6632
SF.
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COMCAST ( CABLE TV )
SO. CALIF. GAS COMPANY
ATTN: JACK HAYES
ATTN: DENNIS FREEMAN
1205 DUPONT AVE.
1981 W. LUGONIA AVENUE
ONTARIO, CA. 91761
REDLANDS, CA. 92374
(909) 390-4738
(909) 335-7547
EA.
EMERGENCIES: (800) 427-2200
GENERAL TELEPHONE COMPANY
1
ATTN: STEVE HOCK
SO. CALIF. EDISON COMPANY
1400 E. PHILLIPS BLVD.
300 N. PEPPER AVENUE
ONTARIO, CA. 91766
RIALTO, CA. 92376
(800) 422-4133
909820-5598 - UNDERGROUND
FONTANA WATER COMPANY
909 875-5100 - TRANSMISSION
ATTN: MICHAEL J. MCGRAW
213 637-1233 - PIPELINES
8440 NUEVO AVENUE
909 357-6223 - DISTRIBUTION
CONSTRUCT M.H. PER APWA STD. DWG. NO. 322-1
EXISTING P.P.
3/4:1 SLOPE OR GREATER PROTECT IN PLACE
OR ADEQUATE SHORING
90% COMPACTED
NATIVE BACKFILL
3" MAX. SIZE NOTES
GRANULAR BEDDING FROM
SELECTED TRENCH SIDE MATERIAL. 1. TRENCH WIDTH SHALL BE CONTROLLED
(1" MAX. SIZE). TO TOP OF PIPE ZONE.
6" MIN. 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL
8" MAX. .
'} HAVE ADEQUATE SHORING.
g GRANULAR BEDDING FROM 3. CLASS II AGG.BASE ALL TRENCHES LESS
SELECTED TRENCH SIDE
" THAN 100 IN LENGTH.
MATERIAL (1 MAX. SIZE).
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-f /J- NOTES
✓ STORM DRAIN COMPACTION SHALL BE 90% IN ALL ZONES UNLESS
INDEX MAP
CONSTRUCTION NOTES ESTIMATE OF QUANTITIES
0.6'D' -
10--
REMOVE BRICK AND MORTAR BULKHEAD
1
EA.
SAW CUT AND REMOVE A/C PAVEMENT
45,252
SF.
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CONSTRUCT 72" DIA. REINFORCED CONCRETE PIPE
FOR PIPE
10' OR GREATER IN DEPTH
5�
1.5"MIN. CLEARANCE BETWEEN REINFORCEMENT AND INSIDE DIAMETER (1600D).
2544
LF.
CRUSHED STONE BEDDING.
CONSTRUCT MANHOLE PER APWA STD. PLAN 320-1
6
EA.
a-
CONSTRUCT BRICK AND MORTAR BULKHEAD
1
EA.
6�-
REPLACE A/C PAVEMENT OVER TRENCH 4.5"/95% COMPACTED NATIVE
1265
TONS
70--
JOIN EXISTING STORM DRAIN
2
EA.
REMOVE EXISTING 30" PVC STORM DRAIN
2550
LF.
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CONSTRUCT M.H. PER APWA STD. DWG. NO. 322-1
1
EA.
10
CONSTRUCT 42" DIA. REINFORCED CONCRETE PIPE (1500 D)
8
LF.
11
REMOVE EXISTING BULKHEAD
1
EA.
12
PROTECT IN PLACE
19
EA.
13
CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-3
1
EA.
14
REMOVE EXISTING 72" RCP AS REQUIRED
±20
LF.
15
REMOVE EXISTING 36" CMP
1
EA.
EXISTING P.P.
3/4:1 SLOPE OR GREATER PROTECT IN PLACE
OR ADEQUATE SHORING
90% COMPACTED
NATIVE BACKFILL
3" MAX. SIZE NOTES
GRANULAR BEDDING FROM
SELECTED TRENCH SIDE MATERIAL. 1. TRENCH WIDTH SHALL BE CONTROLLED
(1" MAX. SIZE). TO TOP OF PIPE ZONE.
6" MIN. 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL
8" MAX. .
'} HAVE ADEQUATE SHORING.
g GRANULAR BEDDING FROM 3. CLASS II AGG.BASE ALL TRENCHES LESS
SELECTED TRENCH SIDE
" THAN 100 IN LENGTH.
MATERIAL (1 MAX. SIZE).
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-f /J- NOTES
✓ STORM DRAIN COMPACTION SHALL BE 90% IN ALL ZONES UNLESS
INDEX MAP
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0.6'D' -
GRANULAR
OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM
BEDDING FROM TO CAL -OSHA REQUIREMENTS.
SCALE: 1 "=400'
m
SELECTED
TRENCH SIDE MATERIAL.
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FOR PIPE
10' OR GREATER IN DEPTH
5�
of
TRENCH DETAIL
USE 1/2
CRUSHED STONE BEDDING.
GRAPHIC SCALE
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N.T.S.
4W 0 200 4W aw lew
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800 422-4133 FONTANA CA. 92235
(909) 822-2201
CRAWFORD CANYON MUTUAL WATER CO. FAx: (909) 823-5046
ATTN: BILL VANDERKIEFT, JR.
(619) 868-6040
PACIFIC BELL CO.
ATTN: VIRGINIA BECKER
3939 E. CORONADO STREET
ANAHEIM, CA. 92807 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR:
(714) 666-5467 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS
WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR
GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR
NOT SHOWN ON THESE PLANS.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD;
DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN
PROFESSIONAL.
UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN
WRITING AND MUST BE APPROVED BY THE ENGINEER PREPARING THESE PLANS.
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