HomeMy WebLinkAbout2928-1GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF
FONTANA STANDARD PLANS, 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 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
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
THE ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER
PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL
CONTACT 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
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, 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.
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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 ENGINEER.
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 OF STREETS.
30. APPROVED SOIL 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 -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO
THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO
THE CITY ENGINEER.
CITY OF FONTANA, UTILITY NOTIFICATION LIST
CITY OF FONTANA
PACIFIC BELL CO.
ATTN: CARLOS NAVARRO
ATTN: VIRGINIA BECKER
8353 SIERRA AVENUE
3939 E. CORONADO STREET
FONTANA, CA. 92335
ANAHEIM, CA. 92807
(909) 350-6632
(714) 666-5467
SO. CALIF. GAS COMPANY
UNDERGROUND SERVICE ALERT
ATTN: DENNIS FREEMAN
(800) 227-2600
1981 W. LUGONIA AVENUE
0-5
REDLANDS, CA. 92374
)
COMCAST ( CABLE TV(909)
335-747
TTN: JACK HAYES
EMERGENCIES: (800) 427-2200
1205 DUPONT AVE.
ONTARIO, CA. 91761
SO. CALIF. EDISON COMPANY
(909) 390-4738
300 N. PEPPER AVENUE
RIALTO, CA. 92376
GENERAL TELEPHONE COMPANY
909820-5598 - UNDERGROUND
ATTN: STEVE HOCK
909 875-5100 - TRANSMISSION
1400 E. PHILLIPS BLVD.
213 637-1233 - PIPELINES
ONTARIO, CA. 91766
909 357-6223 - DISTRIBUTION
(800) 422-4133
800 422-4133
11
FONTANA WATER COMPANY
CRAWFORD CANYON MUTUAL WATER CO.
ATTN: MICHAEL J. MCGRAW
ATTN: BILL VANDERKIEFT, JR.
8440 NUEVO AVENUE
(619) 868-6040
FONTANA CA. 92235
13
(909) 822-2201
FAx: (909) 823-5046
CITY OF FONTANA
STORM DRAIN PLANS
SAN SEVAINE ROAD
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TRACT 15990-1
0
BASELINE
61:41y1•
INDEX MAP
SCALE: 1 "=250'
CONSTRUCTION NOTES
E
ESTIMATE OF OUAOTIES
1329.49 L.F.
1292.70 L.F.
718.14 L.F.
573.87 L.F.
- 1 EA.
3 EA.
VICINITY MAP:
NOT TO SCALE
3" MAX SIZE NATIVE
SOIL, COMPACTED 95%
6" MIN. 6" MIN.
10" MAX. 10" MAX.
6" MAX SIZE NATI N
SOIL, COMPACTED 9
0
4
1" MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
04 z
110
1 EA. TYPICAL BEDDING FOR RCP
A LESS THAN 10' DEEP
5 EA.
SCALE: 1 " = 2'
5 EA.
1 EA.
3" MAX SIZE NATIVE
3 EA. SOIL, COMPACTED 95%
6" MIN. 6" MIN.
80.2 L.F. 10" MAX. 10" MAX.
8 EA.
� N
8 EA.
6" MAX E NATIVE
9 EA SOIL, COM CTED 907.
1" MAX. SIZE SELECTED
159.5 L.F. NATIVE BEDDING COMPACTED
TO 90%
N
L
1/2" CRUSHED
STONE BEDDING w o
PER STD. SPECS. a
FOR PUBLIC WORKSoIN a
CONSTRUCTION
TABLE 200-1.2(A)
SHOWN BELOW
RCP PER PLAN �
TABLE: 200-1.2(A)
SIEVE SIZE
INSTALL 60" RCP, 1350-D
1 1/2-
2"1
�-
INSTALL 54" RCP, 1350-D
3/4"
100
OINSTALL
48" RCP, 1350-D
3/8"
20-60
G>_
INSTALL 42" RCP, 1350-D
NO.8
0-5
O
INSTALL 4 LF OF 42" RCP, 1350-D 0 0.50%
O
INSTALL 4 LF OF 36" RCP, 1350-D, GRADE PER PLAN
�-
INSTALL 4 LF OF 30" RCP, 1350-D ® 0.50%
CONSTRUCT M.H. PER APWA STD. DWG. NO. 320-1, AS SHOWN
ON SHEET 6
O
CONSTRUCT M.H. PER APWA STD. DWG. NO. 322-1, AS SHOWN
ON SHEET 7
10
CONSTRUCT CONCRETE COLLAR PER APWA STD. DWG. NO. 380-2,
AS SHOWN
ON SHEET 7
11
CONSTRUCT TEMPORARY BULKHEAD
12
INSTALL 18" CMP
13
CONSTRUCT 18" CMP RISER
14
CONSTRUCT 18" DIA. DEBRIS RACK CAGE PER CAL -TRANS STD.
PLAN
NO. D93C, H=1.5', AS SHOWN ON SHEET 6
15
CONSTRUCT JUNCTION STRUCTURE PER APWA STD. DWG. NO. 332-1
AS SHOWN ON SHEET 7
16
INSTALL 18" RCP, 1350-D
41
Cot is'r42UG"r -Tt2AKyE lr -lc)f j Siszuc7rut� V t2 wA 5Ct2 OWG•
QA
-
1329.49 L.F.
1292.70 L.F.
718.14 L.F.
573.87 L.F.
- 1 EA.
3 EA.
VICINITY MAP:
NOT TO SCALE
3" MAX SIZE NATIVE
SOIL, COMPACTED 95%
6" MIN. 6" MIN.
10" MAX. 10" MAX.
6" MAX SIZE NATI N
SOIL, COMPACTED 9
0
4
1" MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
04 z
110
1 EA. TYPICAL BEDDING FOR RCP
A LESS THAN 10' DEEP
5 EA.
SCALE: 1 " = 2'
5 EA.
1 EA.
3" MAX SIZE NATIVE
3 EA. SOIL, COMPACTED 95%
6" MIN. 6" MIN.
80.2 L.F. 10" MAX. 10" MAX.
8 EA.
� N
8 EA.
6" MAX E NATIVE
9 EA SOIL, COM CTED 907.
1" MAX. SIZE SELECTED
159.5 L.F. NATIVE BEDDING COMPACTED
TO 90%
N
L
1/2" CRUSHED
STONE BEDDING w o
PER STD. SPECS. a
FOR PUBLIC WORKSoIN a
CONSTRUCTION
TABLE 200-1.2(A)
SHOWN BELOW
RCP PER PLAN �
TABLE: 200-1.2(A)
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
1 1/2-
2"1
"
1
-
3/4"
100
1/2"
90-100
3/8"
20-60
NO.4
0-15
NO.8
0-5
ASTM C 131
TEST GRADING
B
SCALE: 1 " = 2'
Filename: M:\DWG\12903\SAN-SEVAINE\Storm drain\SHEE 1.dwg