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GENERAL 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 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 DEVICES 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 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 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 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 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.
LTOLL FREE -qlm�- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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.
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS
SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL
CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
COLOR AND FINISH TO MATCH EXISTING CONCRETE.
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF
THE CURB AT THE LOCATION OF THE SEWER LATERAL.
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. 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 COURSE
MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED
BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA
FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES
SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR
UPON COMPLETION OF PAVING.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE
ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL
DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING,
SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE
SATISFACTION OF THE CITY ENGINEER.
36. 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.
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
1981 W. LUGONIA AVENUE
(800) 227-2600
REDLANDS, CA. 92374
COMCAST ( CABLE TV )
(909) 335-7547
0-0 STREET LIGHTS
EMERGENCIES: (800) 427-2200
1205 DUPONT AVE.
A DETAIL BUBBLE
i
ONTARIO, CA. 91761
(909) 390-4738
SO. CALIF. EDISON COMPANY
W
300 N. PEPPER AVENUE
GENERAL TELEPHONE COMPANY
RIALTO, CA. 92376
1400 E. PHILIPS BLVD.
(909) 820-5598 - UNDERGROUND
ONTARIO, CA. 91766
(909) 875-5100 - TRANSMISSION
(800) 227-2600
(213) 637-1233 - PIPELINES
(909) 357-6223 - DISTRIBUTION
FONTANA WATER COMPANY
8440 NUEVO AVENUE
CRAWFORD CANYON MUTUAL WATER CO.
FONTANA CA. 92235
(619) 868-6040
(909) 822-2201
FAX: (909) 823-5046
LEGEND:
0 INDICATES
PROPOSED A.C. PAVEMENT
® INDICATES
REMOVE EXISTING A.C. PAVEMENT
® INDICATES
OVERLAY EXISTING A.C.PAVEMENT
- - - INDICATES
CENTERLINE
INDICATES
RIGHT-OF-WAY LINE
- - - - INDICATES
EXISTING IMPROVEMENTS
--(1300)--- INDICATES
EXISTING CONTOUR LINE
0-0 STREET LIGHTS
�- DIRECTION
OF FLOW
A DETAIL BUBBLE
i
on Wi .11) i
DATE I ENGR.I CITY I DATE
I
CITY OF FONTANA
STREET IMPROVEMENT PLANS
FOR
ISABEL LANE AND VIRGINIA DRIVE
FAITH STREET
1
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IMAM Assm�-
NORTH & EAST
R/W
5'
PUE
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54'
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ISi yi 1 1`i
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•11143 U'1 Dam
SOUTH & WEST
R/W
4'-5'i LANDSCAPE EASEMENT
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6' 1'
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2�° - LEVEL LINE _ _ ?
��;-
TYPICAL SECTION
LOCAL STREET -54' R/W
ISABEL LANE STA. 10+00.00 TO STA. 13+09.41
VIRGINIA DRIVE STA. 10+00.00 TO STA. 16+76.05
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
RR1NG THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
N.T.S.
T.L=5.5
BASIS OF BEARINGS:
BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF
THE SOUTHWEST ONE QUARTER OF SECTION 36, T. 1 N., R. 6 W., SBB & M
BEING N00'06'54"E AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282,
PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY.
PREPARED FOR: BENCHMARK
YOUNG HOMES B.M. #361, SPIKE IN NORTH FACE OF P.P.
10370 TRADEMARK STREET #1536697E AT SOUTH WEST CORNER OF
RANCHO CUCAMONGA, BASELINE AVENUE AND SULTANA AVENUE.
CA 91730
(909) 477-6715
ELEVATION: 1365.01
PROPOSED -
A.C. PAVEMENT
SAWCUT AND --/
REMOVE EXISTING
AC PAVEMENT
A TYPIC
1
1' 5'
MIN. MIN.
EXISTING
A.C. PAVEMENT
PAVEMENT X
N.T.S.
BANYAN ST
RANCHO
CUCAMONGA
ACCESS RD
-AW
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WILSON AVE
BRIDLEPATH OR
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FRONTAGE
FONTANA
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WALNUT AVE
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BASELINE � AVENUE
VICINITY MAP:
N.T.S.
CONSTRUCTION NOTES ESTIMATE OF QUANTITIES
O1 - CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE
( See general notes 31 and 32) 39,414 SF\977 TONS
2 CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 1,823 LF
3 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 11,879 SF
4 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 2 EA
5 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 2 Eq
6 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 5 EA
7 CONSTRUCT LOCAL DEPRESSION PER APWA STD. NO. 313-1, CASE PER PLAN 1 EA
8 CONSTRUCT CATCH BASIN PER APWA STD. NO. 300-2, W=14' 1 EA
9 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 1 EA
10 REMOVE EXISTING TRAFFIC BARRICADE 1 EA
11 CONSTRUCT 30' WIDE COMMERCIAL DRIVEWAY PER CITY STD. DWG. 102-C, AND DETAIL A ON SHT. 3- 1008 SF
12 INSTALL TRAFFIC BARRICADE 1 EA/ LF
r1513 SAWCUT AND REMOVE EXISTING AC PAVEMENT PER DETAIL ON SHEET 1 176 SF
14 CONSTRUCT MODIFIED CURB ACCESS RAMP PER CITY STD. DWG. NO. 1007 1 EA
REMOVE EXISTING AC PAVEMENT 240 SF
GRIND EXIST.
A.C. PAVEMENT
(MIN. 0.1' THICKNESS)
AND OVERLAY
(MIN. 0.1' THICKNESS)
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
t (909) 356-1815 Fax (909) 356-1795
cI U L _ --I C
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A 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 NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
NOT BE LIMITED TO NORMAL WORKING HOURS. 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, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE DESIGN PROFESSIONAL.
UNAUTHORIZED CHANGES AND 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 PREPARER OF THESE PLANS.
F ESS lO/V
S.
Z
w No. 43976 m
* Exp. 6/30/05
\CIVIL ��\P
FCF CALIF
CITY OF FONTANA, CALIFORNIA
RANCHO FONTANA SPECIFIC PLAN
DRAWNHMG Y. STREET IMPROVEMENT PLANS SCALE: AS NOTED
DESIGNED BY: ' ISABEL LANE DATE:
DEA IRGIN E MAY, 2003
CHECKED BY: PR ED BY % 03 DRAWING NO.: 1
DSH CITY ENGINEER R.C.E. 51152 3143 4
Filename: M: DWG 15902 STREETS FINAL -PHASE ISABEL & VIRGINIA SHEEf1.DWG