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CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
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N.T.S.
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OF FONTANA
MPROVEMENT PROJECT
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1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE
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CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
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2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXISTS IN THE CONTRACT DOCUMENTS THAT CAN NOT BE
TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
VARIES
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEK BOOK", THE CONTRACTOR SHALL
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PROP SIDEWALK
PROP LANDSCAPE
EX A. C. PA VEMEN T
PROP CURB & GUTTER
EX CURB & GUTTER
T.I.= 9.0-10.5
TYPICAL SECTION
88' R/W (LOCUST AVENUE)
NOT TO SCALE
BENCHMARK:
SPIKE AND WASHER AT INTERSECTION AT ARROW BLVD. &
LOCUST AVENUE
ELEVATION: 1270.00'
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 LIMTED 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.
LEGEND
- - TRACT BNDY./RIGHT-OF-WAY
PROPOSED 8" SEWER MAIN
STA ........... STATION
INV ........... INVERT ELEVATION
EX. ........... EXISTING
TC ........... TOP OF CURB
FL ........... FLOW LINE
DWY ........... DRIVEWAY
CL ........... CENTERLINE
OWNER
ZION GARDEN, LLC
ROSANA TUNG
P.O. BOX 1764
WHITTIER, CA 90609
TEL: 562-728-7264
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_APN: 0246-061 -22
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�.� = CONSTRUCTION NOTES QTY
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; ,T) O1 CONSTRUCT UNDER SIDEWALK DRAIN (SIZE 3) PER CITY OF FONTANA STD. 3001 1 EA
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F- U � c~n LL -u '� -' O2 CONSTRUCT 8" CURB & 18" GUTTER PER CITY OF FONTANA STD. 1000. 53 LF
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Vill f 3 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH (W=21) 165 SF
'�'`RPER CITY OF FONTANA STD. 1002.
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REMOVE EXISTING DRIVEWAY 52 SF
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O6 CONSTRUCT 6.5" MIN AC PAVEMENT OVER 12" OF 95% 953 SF
` COMPACTED NATIVE SUBGRADE PER CITY STD 400
N1 12T C O7 RELOCATE EXISTING POLE 1 EA
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CONSTRUCT 5' SIDEWALK PER CITY STD. 1006 410 SF
- - FG1299.55 6
10 RELOCATE EXISTING WATER METER 1 EA
9 + > 1 REMOVE EXISTING FENCE 82 LF
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1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE
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�.� = CONSTRUCTION NOTES QTY
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; ,T) O1 CONSTRUCT UNDER SIDEWALK DRAIN (SIZE 3) PER CITY OF FONTANA STD. 3001 1 EA
5 r- I m
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F- U � c~n LL -u '� -' O2 CONSTRUCT 8" CURB & 18" GUTTER PER CITY OF FONTANA STD. 1000. 53 LF
LL.�
Vill f 3 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH (W=21) 165 SF
'�'`RPER CITY OF FONTANA STD. 1002.
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REMOVE EXISTING DRIVEWAY 52 SF
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O5 REMOVE EXISTING ROLLED CURB AND GUTTER 82 LF
O6 CONSTRUCT 6.5" MIN AC PAVEMENT OVER 12" OF 95% 953 SF
` COMPACTED NATIVE SUBGRADE PER CITY STD 400
N1 12T C O7 RELOCATE EXISTING POLE 1 EA
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CONSTRUCT 5' SIDEWALK PER CITY STD. 1006 410 SF
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10 RELOCATE EXISTING WATER METER 1 EA
9 + > 1 REMOVE EXISTING FENCE 82 LF
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GENERAL NOTES
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1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS,
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CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND
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CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST
SURVEYOR, SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE
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SAND BASE
EDITION UNLESS OTHERWISE NOTED.
REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THE
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2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXISTS IN THE CONTRACT DOCUMENTS THAT CAN NOT BE
TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
VARIES
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEK BOOK", THE CONTRACTOR SHALL
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A
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IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS
EX. DWY
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3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
AND EMERGENCY VEHICLES.
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4. CONSTRUCTION PERMITS SHALL NOT BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING
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DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION
ADEQUATE WATERING, AT ALL TIMES.
r -COORDINATION
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0�0�00000000PUBLIC
SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
MILES PER HOUR.5.
THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIALS, MUD, SILT OR DEBRIS TO BE
DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION
DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION��UNLESS
SECTION 2-f2
OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.WITHOUT
PRIOR WRITTEN APPROVAL.
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6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PROR APPROVAL PF THE CITY INSPECTOR.
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OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE
2
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OF TRENCH WORK FOR TRENCHES
REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED
-- --
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5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
DENSITY IS OBTAINED.
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET„
DETAIL 2
GUARDED BY SHORING SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE
NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
REQUIREMENTS OF THE DIVISION OF THE INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME
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THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
UTILITY CONTACTS:
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING
SEPARATE PERMIT FOR THAT PURPOSE.
CONCRETE.
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THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES A
10. THE LOCATIONS OF THE UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION,
27• THE SEWER CONTRACTOR SHALL STAMP AN IN THE FACE OF THE CURB AT THE LOCATION OF THE
MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION.
HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE
SEWER LATERAL.
LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
AT&T: (510) 645-2929
AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT
INSPECTED AND APPROVED.
CITY OF FONTANA (909) 350-7610
1-800-422-4133 TWO WORKING DAYS BEFORE EXCAVATION.
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF
TIME WARNER CABLE (909) 975-3398
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT
STREETS.
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
SOUTHERN CALIFORNIA GAS COMPANY 909 335-7583
( )
LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION,
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF
FONTANA WATER COMPANY (909) 201-7333
DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY
THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
SOUTHERN CALIFORNIA EDISON COMPANY (909) 928-8270
COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
12. THE CONTRACTOR SHALL NOT
32. ACTUAL THICKNESS OF A.A. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET
INLAND EMPIRE UTILITIES AGENCY: (909) 993-1600
OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT
APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER
SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF
COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
13. CURVE DATA REFERS TO THE FACE OF CURB.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING,
0 10 20
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE
BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENT, MONUMENT TIES OR BENCH MARKS
BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
( IN FEET )
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO
1 inch = 10 ft.
SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
CLE JOB NO. 13-076-005