HomeMy WebLinkAbout6783-1STREET 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
CAUFORNIA 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 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 SHAD- 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, SEINER,
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 CENTERUNE 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-ERODABLE
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 "T 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.
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.
CONSTRUCTION STAKING NOTICE
THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT
THAT THE FIRM OF ALLARD ENGINEERING WILL BE PERFORMING THE
CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER
ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE
EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF
CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM
OF ALLARD ENGINEERING INCORPORATEDWILL NOT ASSUME ANY
RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT
OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR
MITIGATED IF ALLARD ENGINEERING COMPANY HAD PERFORMED THE
STAKING WORK.
CITY OF FONTANA, UTILITY NOTIFICATION LIST
CITY OF FONTANA AT&T
8353 SIERRA AVE 22311 BROOKHURST ST SUITE 203
FONTANA, CA 92335 HUNTINGTON BEACH, CA 92646
(909) 350-6632 (714) 963-7964
SO. CALIF. GAS COMPANY SPRINT
1981 W. LUGONIA AVE 2592 DUPONT DR
REDLANDS, CA 92374 IRVINE, CA 92612
(909) 335-7967 (800) 659-969B
EMERGENCIES: (800) 427-22DO
TIME WARNER CABLE
SO. CALIF. EDISON COMPANY 1500 AUTO CENTER DR
300 N. PEPPER AVE ONTARIO, CA 91761
RIALTO, CA 92376 (909) 975-3439
909 820-5598 - UNDERGROUND
909 SUNESYS, LLC
875-5100 - TRANSMISSION
213 1325 PICO UC
637-1233 - PIPELINES #10
909 CORONA, CA
357-6505 - DISTRIBUTION 928 (951) A, CA
FONTANA WATER COMPANY UNDERGROUND SERVICE ALERT
15966 ARROW BOULEVARD (800) 422-4133
FONTANA, CA 92335
(909) 822-2201
SOILS ENGINEER
GEOTEK, INC.
1548 N. MAPLE STREET
CORONA, CALIFORNIA 92880
CITY OF FONTANA
STREET IMPROVEMENT PLANS
ARAGON WEST - TRACT NO. 20441
SHEETINDEX
LEGEND:
PROPOSED A.C. PAVEMENT
® AC PAVEMENT OVERLAY
® SAWCUT & REMOVE EXISTING AC PAVEMENT
- - - INDICATES CENTERLINE
INDICATES RIGHT-OF-WAY LINE
INDICATES EXISTING IMPROVEMENTS
-(1300)-- INDICATES EXISTING CONTOUR LINE
INDEX MAP
SCALE: 1"=100'
PRIVATE ENGINEER'S NOTE
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSUMING
THE ACCURACY AND ACCEPTABILITY OF THE WORK HER ON IN THE EVENT OF
DISCREPANCIES ARISING DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL
BE RESPONSIBLE FOR DETERMINING AND ACCEPTANCE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
15 LFRWY
FOO
S. HIGHLAND AVE
PROJECT
LOCATION z
a
BASELINE AVE �
THE QUANTITIES SHOWN HEREON ARE
VICINITY MAP
NOT TO SCALE
ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE
THEIR OWN
QUANTITIES AND BID A COMPLETE JOB.
CONSTRUCTION NOTES QUANTITY ESTIMATES
SAWCUT AND REMOVE EXISTING
AC PAVEMENT
4,752 SF
GRIND AND OVERLAY AC
PAVEMENT PER CITY STD. NO. 1008
5,163 SF
0- CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. NO. 1000
513 LF
0- CONSTRUCT PARKWAY DRAIN
PER SPPWC STD. PLAN 151-2 MODIFIED PER DETAIL
ON SHEET 2 1 EA
0 CONSTRUCT 4.5" AC PAVEMENT OVER 12" MIN. 95% COMPACTED NATIVE SUBGRADE
PER SOILS ENGINEER'S REPORT AND GENERAL NOTE 32
9,042 SF
CONSTRUCT 4" PCC SIDEWALK
PER CITY OF FONTANA STD. NO. 1006, W=PER
PLAN 9,058 SF
CONSTRUCT CURB RETURN
ACCESS RAMP PER CITY OF FONTANA STD. NO. 1003
5 EA
So- INSTALL STREET LIGHT PER
SEPARATE STREET LIGHT PLAN
6 EA
ADJUST TO GRADE
3 EA
10 PROTECT IN PLACE
2 EA
11 TO BE RELOCATED
2 EA
12 TO BE REMOVED
1 EA
13 TO BE UNDERGROUND PER
SEPARATE PLAN AND PERMIT
6 EA
14 CONSTRUCT 10' WIDE CROSS
GUTTER PER CITY STD. PLAN NO. 403
2,080 SF
15 INSTALL STREET SIGN AND
STOP SIGN PER CITY STD
1 EA
16 CONSTRUCT 4" AC PAVEMENT
OVER 4" AB PER SOILS REPORT
1,880 SF
17 SAWCUT AND REMOVED EXISTING
SIDEWALK
74 SF
18 SAWCUT AND REMOVED EXISTING
CURB AND GUTTER
58 LF
E
R/e
z
0
U
4
)
68'
EXISTING
R/w
32'
36'
28'
40'
I
I 6'
5'
22' 22'
18, I
26' 18'
16' VARIES VARIES
2 I
Mq h I
3 5
O z 1.2' - 5.5'
3
VARIES o
TVDI(`AI CG(' 0KI
�TEO
TIMPROVEMENTS
NQ�_
DI TWO WORKING
DAYS BEFORE
YOU DIG
FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
DATE
CITY
SHOULD CONSTRUCTION OF REQUIRED
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 BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDSIN EFFECT
Prepared For:
FRONTIER ENTERPRISES
2151 E CONVENTION CENTER WAY SUITE 114
ONTARIO, CA 91764
(909) 354-8000
BASIS OF BEARINGS:
THE CENTERLINE OF MANGO AVE. PER TRACT NO. 13320,
M.B. 202/79-81
BEING: N00'01'37' W
BENCHMARK:
NATIONAL GEODETIC SURVEY MON. 045-88
BRASS DISK IN TOP OF CONCRETE BASE, SE LEG OF
TOWER MARKED 17-1, LOCATED AT THE SOUTHWEST
CORNER OF CASA GRANDE DR. & MANGO AVE.
NAVD 88 ELEVATION: 1734.66
Prepared By:
ROFEssi
ALLARD ENGINEERING Q "q
4� pNa q�
Civil Engineering -Land Surveying -Land Planning ae 90 2�
1GSGG Seville Avenue No. 36052 m
Fontana, California 92335 a n
Ph. (909) 355-1B15 Fax (909) 35G-1795 Exp. 6/30/24
CfVI�
9 2�CHECKED
` 2-03-2023 TF \F�
Raymond J. -a lard, R.E.E. 3GO52 Date OF CAL
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY:
AE
TR 20441
TITLE SHEET
SCALE:
AS NOTED
DESIGNED BY:
AE
DATE: -
February, 2023
BY:
AE(expi
APPROVED BY:L
J- 6z 2_2023
CITY
DRAWING NO.: 1
6783
GIA LAM KITH ENGINEER R.C.E. 62296
Rename: I:\Frontier Enterprises\Highland Ave Fontana\DWG's\FINAL DESIGN\STREETS\OFFSITE\HIGHLAND ST-SHT 1.dwg