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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 PUBUC
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.
B. 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 PUBUC
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 SWILL 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 CML 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 ESTA13USHED 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 SHILL 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 "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.
TOLL FREE -q%---1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
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 UST
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
LIMITED USE AREA
LO.C.
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
SUNESYS, LLC
909 875-5100 - TRANSMISSION
1325 PICO ST 1 106
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:
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 NEGUGENCE
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.
LEGEND:
CONSTRUCTION_ STAKING NOTICE
CITY OF FONTANA
MANGO AVENUE WIDENING PLANS
STA 24+67.69 - STA 34+67.23
STREET IMPROVEMENT PLANS
PARCEL MAP N0. 19693
SHEET INDEX
PROJECT
LOCATION
SUMMIT
PROPOSED A.C. PAVEMENT
AVENUE
REMOVE EXISTING A.C. PAVEMENT
(SEE GENERAL NOTE 31 & 32S
OVERLAY EXISTING A.C. PAVEMENT
- - -
CENTERUNE
- - - -
RIGHT-OF-WAY LINE
-
EXISTING IMPROVEMENTS
--il3w) --
EXISTING CONTOUR UNE
W
DIRECTION OF FLOW
LU.A.
LIMITED USE AREA
LO.C.
LENGTH ON CURVE
LO.S.
UNE OF SIGHT
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=5'
DETAIL NO.
ffr_
SHEET NO.
CONSTRUCTION_ STAKING NOTICE
CITY OF FONTANA
MANGO AVENUE WIDENING PLANS
STA 24+67.69 - STA 34+67.23
STREET IMPROVEMENT PLANS
PARCEL MAP N0. 19693
SHEET INDEX
PROJECT
LOCATION
SUMMIT
CONSTRUCT 6" AC PAVEMENT MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL PER CITY STD. PLAN NO. 400
AVENUE
(SEE GENERAL NOTE 31 & 32S
767 TONS / 20,546 SF
2
CONSTRUCTS" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
a
3
Q
2 EA.
4
SAWCUT & REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT UNE (1' MIN.)
W
5
GRIND EXISTING PAVEMENT AND OVERLAY FOR SMOOTH TRANSITION AS SHOWN HERE ON
SIERRA LAKES PKWY h
6
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN NO. 2000
210 FWY
VICINITY MAP
to
THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR
OWN QUANTITIES AND BID A COMPLETE JOB.
CONSTRUCTION NOTES QUANTITY ESTIMATES
10-
CONSTRUCT 6" AC PAVEMENT MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL PER CITY STD. PLAN NO. 400
(SEE GENERAL NOTE 31 & 32S
767 TONS / 20,546 SF
2
CONSTRUCTS" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
714 LF.
3
CONSTRUCT 9500 LUMEN HPSV (100 WATT; 110) PER STREET LIGHT PLAN
2 EA.
4
SAWCUT & REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT UNE (1' MIN.)
13,572 Lf
5
GRIND EXISTING PAVEMENT AND OVERLAY FOR SMOOTH TRANSITION AS SHOWN HERE ON
5,103 SF
6
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN NO. 2000
3 EA.
7
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=5'
4,108 SF
8
CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003 (AS SHOWN ON CASE "C" DETAIL SHEET 2)
1 EA.
9
CONSTRUCT MODIFIED PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002, W=VARIES'
2 EA./530 SF
10
INSTALL K -RAIL
50 LF.
11
CONSTRUCT UNDER SIDEWALK DRAIN PER CITY STD. NO. 3001 (SIZE 1)
1 EA.
WEST EAST
R/W
I � I
� I �
EXISTING 8
8" SEWER ON CL PER CITY rI
OF FONTANA DRAWING NO.5161
EXISTING I 1
STORM DRAIN PER CITY OF 1 I
FONTANA DRAWING NO.5162 �\ /
(VERIFY SIZE PER PLANS)
SHEET 1 TITLE SHEET ULTIMATE MANGO AVENUE
SHEET 2 STA 24+67.69 TO STA 34+67.23 INDEX MAP COLLECTOR STREET
SCALE 1 "=120' 2447.69 - 723
NTS
THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF
ALLARD ENGINEERING COMPANY 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 INCORPORATED
WILL 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.
REVISION DESCRIPTION
DATE I ENGR.I DATE I CITY
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
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
BASIS OF BEARING
THE BASIS OF BEARINGS FOR THC SURVEY IS THE
Prepared For: CALIFORNIA COORDINATE SYSTEMS, ZONE 5, GRID
BEARING BETWEEN STATIONS AND 21262" AS
TRAMMELL CROW
SAID STATIONS ARE PUBED BY THE COUNTY OF
RIVERSIDE, I.E. N06'36'00
BENCHMARK
3501 JAMBOREE ROAD, SUITE 230 ELEVATIONS SHOWN HEREON ARE BASED UPON CITY
OF FONTANA BENCHMARK NUMBER 357 BEING A GLO
NEWPORT BEACH, CA 92660 CORNER AT THE INTERSECTION OF CITRUS AVENUE
(949) 477-4700 AND BASELINE AVENUE.
ADJUSTED aWATT01t 133911 MSL
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
evv D
flaymon J. Allar , A.C.E. 36052 Date
(expires 6/30/2018)
QRpFESS/GIN
k� ONp J.
20 DRAWN BY.
No. 36052 rrn
Exp. 6/30/18 DESIGNED BY:
I v �� ��'`� CHECKED BY.
qTF OF CAL\F
i
CITY OF FONTANA, CALIFORNIA
STREET MOVEMENT PLAN
MANGO AVENUE SCALE:
AS NOTED
WIDENING PLANS STA 24+67.69 - STA 34.67.23 DATE:
PAR NO. 1%73 March, 2017
APVED BY: DRAWING NO.:
P:
DATE: 3
INE R.C.E. 51152 5539 112
FILENAMEI:\Trammell Crow\DWG's\FINAL DESIGN\Street Plans\MANGO AVENUE - ST01.dw9