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GENERAL NOTES -STREET IMPROVEMENT PLANS
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 TO THE CITY ENGINEER FOR
RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE
CITY ENGINEER.
4. 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.
5. 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.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
7. 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.
8. 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.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC
RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR
THAT PURPOSE.
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM
AVAILABLE INFORM&TION, 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 CONTACT UNDERGROUND SERVICE ALERT AT
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
11. 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.
12. 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.
13. CURVE DATA REFERS TO THE FACE OF CURB.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS 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 CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE
MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT
ALL TIMES.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED
WIND VELOCITIES EXCEED 25 MILES PER HOUR.
21. 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.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
OF THE CITY INSPECTOR.
23. 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.
24. 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.
FINAL25. THE t • AND D OF DRIVEWAY APPROACHAPRONS
BE APPROVED AT THE TIME OF f - f AND SHALL CONFORM
TO THE CITY OF FONTANA STANDARD DETAILS.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
COLOR AND FINISH TO MATCH CONCRETE.
27, THE SEWER CONTRACTOR S, STAMP AN "S" IN THE FACE OF
THE CURB AT THE LOCATION OF ` •'
28. NO CONCRETE SHALL BE PLACED f- AND REINFORCING
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND
APPROVED PRIOR TO PAVING OF STREETS.
i APPROVED SOIL STERILANT IS REQUIRED UNDER ASPHALT
PAVEMENT PRIOR TO PLACEMENT.
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT
TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED
BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSEa - a
STRUCTURALFOR SECTIONS• BE RECOMMENDED BY A
GEOTECHNICAL -fRT AND SUBMITTED TO THE CITY OF FONTANA
O. APPROVAL UPON COMPLETIONOF ROUGH GRADING.
-
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES
SHALL
E RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR
.O COMPLETION OF PAVING.
, UPON COMPLETION OF CONSTRUCTION, SHALL RESTORE
ALL - -BARRICADES, AND OTHER
TRAFFIC •
CONTROL DEVICES TO THE SATISFACTf OF
THE CITY TRAFFIC
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING,
SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION
TO THE SATISFACTION OF •
ENGINEER36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO
THE OF •'f WHO SHALL PROVIDE f `f DRAWINGS
TO THE CITY ENGINEER.
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
1
REDLANDS, CA. 92374
COMCAST ( CABLE TV )
(909) 335-7547
ATTN: JACK HAYES
EMERGENCIES: (800) 427-2200
1205 DUPONT AVE.
ONTARIO, CA. 91761
SO. CALIF. EDISON COMPANY
(909) 390-4738
300 N. PEPPER AVENUE
548
RIALTO, CA. 92376
GENERAL TELEPHONE COMPANY
909820-5598 - UNDERGROUND
ATTN: STEVE HOCK
909 875-5100 - TRANSMISSION
1400 E. PHILIPS BLVD.
213 637-1233 - PIPELINES
ONTARIO, CA. 91766
909 357-6223 - DISTRIBUTION
(800) 422-4133
800 422-4133
FONTANA WATER COMPANY
ATTN: MICHAEL J. McGRAW
8440 NUEVO AVENUE
FONTANA CA. 92235
(909) 822-2201
FAX: (909) 823-5046
A RECORD DOCUMENT
These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or orni ;sions
w 'c may be incorporated herein as a result
wn
DATE
10.
COVERED CHANNEL FROM
21 R/W WESTGATE DRIVE
TO R/W ARLINGTON COURT
STREET STORM DRAINO
IMPROVEMENT PLANS
FOR
TRACT NO. 15990 AND
UVIVI. PCG 1 C
SECTION A -A
SCALE 1"=10'
;
-RA-44- _AVFW
SHEET
INDEX MAP
SCALE: 1 "=200'
STREET LIGHTS
-0 DIRECTION OF FLOW
VACANT
WESTGATE C
PARKWAY DRAT
APWA STD. 1
(TC ELEV'S PER
SHEET 5
SU
CONSTRUCTION NOTES
0- INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) 25 FT. LUMINAIRE HEIGHT POLES
SHALL BE MARBELITE OR APPROVED EQUAL. PER CITY STD. DWG # 1016
CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE
(SEE GENERAL NOTES 31 & 32)
3 - CONSTRUCT 6" PCG CURB AND GUTTER PER CITY STD. DWG. NO. 1003
4 -CONSTRUCT DECORATIVE PAVEMENT PER LANDSCAPE ARCHITECT'S PLAN
5�-CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=5.5', WIDTH= 16'
G)_CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015
7 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. DWG. NO. 1006
8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
9 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
10 INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 139
11 PROPOSED PER STREET IMPROVEMENT PLAN DWG NO. 2926
9500 LUMEN, H.P.S.V.: #10, 27' HIGH
12 REMOVE EXISTING CMP RISER AND 18" CMP PIPE
13 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STDS DWG. 313-1, CASE "B"
(SEE SHEET 10 OF 10)
14 CONSTRUCT CATCH BASIN PER A.P.W.A. STDS DWG 300-2
(SEE SHEET 10 OF 10)
15 INSTALL 30" R.C.P.
16 CONSTRUCT 4.5" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE
(SEE GENERAL NOTES 31 & 32)
17 CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD, DWG 1003
D
18 CONSTRUCT CROSSGUTTER (MODIFIED MID -BLOCK 10' WIDE) PER STD DWG 104
1 g CONSTRUCT JUNCTION STRUCTURE PER APWA STD DWG 331-2 (SEE SHEET 10 OF 10)
20 CONSTRUCT PARKWAY DRAIN PER APWA STD DWG 151-1 (SEE SHEET 10 OF 10)
21 CONSTRUCT CONCRETE CHANNEL PER PARKWAY DRAIN SECTION A -A (SEE SHEET 1 OF 10)
22 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STDS 313-1, CASE "A"
(SEE SHEET 10 OF 10)
23 SAWCUT & REMOVE (MIN. 2' FROM EDGE OF PAVEMENT) EXISTING AC PAVEMENT
TO CLEAN STRAIGHT LINE
0
TR 15990-1 TR • • 0 TOTAL
L EA
• a
41,043 S.F.
1,955 L.F.
1,096 S.F.
2,904 S.F.
20,096 S.F.
8 EA.
5 EA.
3 EA.
3 EA.
3 EA.
2 EA.
1 EA.
37,624 S.F.
1,427 L.F.
3,696 S.F.
4,325 S.F.
6 EA.
1 EA.
3 EA.
0 EA.
MEL25
3
EA.
94
LF.
6,081
S.F.
792
L.F.
548
S.F.
1
EA.
1 EA.
1
EA.
1 EA.
22 L.F.
2
EA.
548
S.F.
78,667 S.F.
3,382 L.F.
1,096 S.F.
6,600 S.F.
24,421 S.F.
8 EA,
11 EA.
4 EA.
6 EA.
3 EA.
2 EA.
2 EA.
94 LF.
6,081 S.F.
792 L.F.
548 S.F.
1 EA.
1 EA.
22 L.F.
2 EA.
548 S.F.
AFLMTON COURT
UnnIFIFn PAPwwAY DRAIN
RESSION
PROFILE
COVERED CHANNEL - --
SCALE 1"=10'
P`IIenarne: M:\UWta\IaLl11\�IKttIJ\JI-I.UWIr