HomeMy WebLinkAbout5760-1GENERALNOTES
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 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 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 "5" 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
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) 659-9698
EMERGENCIES: (800) 427-2200
TIME WARNER CABLE
SO. CALIF. EDITON COMPANY
1500 AUTO CENTER DR
300 N. PEPPER AVE
ONTARIO, CA 91761
RIALTO, CA 92376
(909) 975-3439
909 820-5598 - UNDERGROUND
SUNESYS, LLC
909 875-5100 - TRANSMISSION
1325 PICO ST #106
213 637-1233 - PIPELINES
CORONA, CA 92881
909 357-6505 - DISTRIBUTION
(951) 278-0400
WEST VALLEY WATER DISTRICT
UNDERGROUND SERVICE ALERT
ATTN: ENGINEERING DEPARTMENT
(800) 422-4133
855 W. BASELINE ROAD
RIALTO, CA. 92376
(909) 875-1804
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR:
CITY OF FONTANA
STREET IMPROVEMENT PLANS
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.
STREET LIGHT GENERAL NOTES
1 • LIGHTING LAYOUT SHALL COMMENCE AT STREET INTERSECTIONS.
STREET LIGHT SPACING BETWEEN INTERSECTIONS SHALL BE AS
SPECIFIED IN THE TABLE ON SHEET 3 AND LOCATED AT THE
PROLONGATION OF PROPERTY LINES. STREET LIGHT LAYOUTS SHALL BE
REVIEWED FOR CONFLICTS WITH OTHER UTILITIES (CATCH BASINS, FIRE
HYDRANTS, TRANSFORMERS, ETC.)
2. USE OF BRAND NAMES IN THESE STANDARDS IS NOT INTENDED TO
RESTRICT COMPETITION. EQUIVALENT PRODUCTS MAY BE SUBSTITUTED
WITH THE APPROVAL OF THE CITY ENGINEER.
3. SIDEWALK WIDTHS TO BE PER APPROVED STREET IMPROVEMENT PLANS.
A MINIMUM OF 4' UNOBSTRUCTED SIDEWALK CLEARANCE IS REQUIRED.
4. ANY CHANGE IN LOCATION OF STREET LIGHTS FROM THE APPROVED
PLANS OR STANDARDS IS SUBJECT TO WRITTEN APPROVAL BY THE CITY
ENGINEER.
5. ALL STREET LIGHTS SHALL HAVE AN ANTI -GRAFFITI COATING
ALMOND AND JURUPA AVENUE
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- - - - - - - - - - - �- - - - - T - - - - - - - - - J -
------------------- - ------ -- --
s------®-- - - Z - - - - - AC PAVEMENT
SAWCUT
- - 0.10'JURUPA AVENUE TONNEARESTTLANE LINE AC SPAVEMENT EXISTING REMOVE
PAVEMENT
------------------------------------------------------ - - PAVEMENT JOIN DETAIL
CONSTRUCTION STAKING NOTICE NTS
INDEX MAP X
SCALE: 1"=60'
SHEETINDEX LEGEND:
SHEET 1 - TITLE SHEET 0 NORTH SOUTH
PROPOSED A.C. PAVEMENT
SHEET 2 - JURUPA AVENUE PROP. EXISTING
SHEET 3 - ALMOND AVENUE GRIND EXISTING AC AND OVERLAY R/W R/W
SHEET 4 - STREET CROSS SECTIONS ® SAWCUT AND REMOVE EXISTING AC I 50' 1
PAVEMENT t0, 40'
- - - INDICATES CENTERLINE I 6' 3.5' '1 25'
-- INDICATES RIGHT-OF-WAY LINE O.5' VARIES VARIES 14'
- - - - INDICATES EXISTING IMPROVEMENTS 20% _
2.0%-4.4% 0.2% 2.8% FUT. MEDIAN
-(1300)- INDICATES EXISTING CONTOUR LINE - ^ - - - - -- - --
DIRECTION OF FLOW 7
6 4
1
CONSTRUCTION NOTES QUANTITY ESTIMATES 2 JURUPA AVENUE
3 T.I.=10.5
SAWCUT EXISTING A.C. PAVEMENT 435 LF N.T.S.
2o-REMOVE EXISTING AC PAVEMENT 1,147 SF
3a-GRIND EXISTING AC PAVEMENT (MIN. 0.1') AND OVERLAY (MIN. 0.1') 2,290 SF WEST EAST
�4 -CONSTRUCT 6.5" MIN. AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE PER PROR/W R/W
SOILS REPORT RECOMMENDATION (SEE GENERAL NOTE 31 & 32) 5933 SF/225 TONS
OS -CONSTRUCT 4.5" MIN. AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE PER I 34' q
SOILS REPORT RECOMMENDATION (SEE GENERAL NOTE 31 & 32) 1610 SF/42 TONS 14' 20'
CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 130 LF 5' 8.5' 11'
7o-CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=6' 1,392 SF O.5VARIES VARIES
[:2:07 0.7%-1.1% 0.4-12%
8a-CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=5' 600 SF f - - -"-----
4
9�CONSTRUCT PCC DRIVE APPROACH PER SITY STD. PLAN NO. 1002 (W= PER PLAN). 1,317 SIF 8
10 TO BE RELOCATED BY OTHERS 12 EA 6
1 ALMOND AVENUE
11 CONSTRUCT 8" AC BERM PER CITY STD. 1007 41 LF 2 T.I.=6.5
3 N.T.S.
12 SCEALL PARTENO. 1TIVE 01840 31N(165 W) PER CITY LIGHT
STD. 165 404 (CASE �1) CARPINTERIA POLE 1 EA
13 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY STD. 3001 SIZE #3. 1 EA
ASP# 17-042
REV. REVISION DESCRIPTION ENGR. DATE CITY DATE BASIS OF BEARINGS: Prepared By: CITY OF FONTANA, CALIFORNIA
O SHOULD CONSTRUCTION OF REQUIRED Prepared For: THE SOUTH LINE OF THE NE 1/4 OF SECTION 26, T1N, ROFEssio
DC7AA-
IMPROVEMENTS NOT COMMENCE WITHIN ALLARD ENGINEERING Q 1q STREET IMPROVEMENT PLANS
R6W, S.B.M. PER RECORD OF SURVEY 88/36-42,
TTWO YEARS OF THE DATE OF APPROVAL Civil Engineering -Land Surveying -Land Planning
BEING: N 89°37'36" E Q P DRAWN BY; U.S. BOWLING SCALE:
SHOWN HEREON AND CARRIED FORTH IN A INLAND EMPIRE LAND DEVELOPMENT, LLC 16866 Saville Avenue `-" o z DBW AS NOTED
DIALWRKINDILIGENT MANNER, THE CITY ENGINEER MAY BENCHMARK: Fontana, California 92335 0 No. 36052 DESIGNED BY: TI EET DATE:
( 9) 356-18,�� Fax (909) 3fi5-1795 Exp. 6/30/20
BEFORE(&1111DAY0'S'WB01EFOREYOUDG REQUIRE REVISIONS TO THE PLANS TO 5480 SCHAEFER AVENUE CITY OF FONTANA BENCHMARK GPS #21175 '`J l/I��X/) (4/ s� Q DBW November, 2018
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