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GENERAL N075
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 FORK 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 EXISTS.
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 DATER, 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.
I I
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE DATER
M OPERATION AND WATER REQUIREMENTS.
COMPANY FOR VALVE 0 ERA TE EQ
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 FORK UNTIL THE SPECIFIED
DENSITY IS OBTAINED.
Q
0
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERIVICE ALERT
REV.
24. :ARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES
ROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE
;ITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE
WALES ENTERING OR LEAVING IMPROVEMENTS.
25. HE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS
'HALL 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
150 THE SATISFACTION OF THE CITY ENGINEER.
36. AS -BUILT DRAWINGSHA
S LL BE PROVIDED BY THE CONTRACTOR T
C 0
rHE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS
170 THE CITY ENGINEER.
ClY of FONTANA, UTILITY NOTIFICATION LIST
CIY OF FONTANA
AT&T
833 SIERRA AVE
22311 BROOKHURST ST SUITE 203
FOITANA, CA 92335
HUNTINGTON BEACH, CA 92646
i -
(9 9) 350 6632
(714) 963-7964
SC CALIF. GAS COMPANYP
I
S R NT
1931 W. LUGONIA AVE
2592 DUPONT DR
RDLANDS, CA 92374
IRVINE, CA 92612
(99) 335-7967
(800) 659-9698
EIERGENCIES: (800) 427-2200
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N
TIME WARNER CABLE
SC CALIF. EDISON COMPANY
1500 AUTO CENTER DR
30 N. PEPPER AVE
ONTARIO, CA 91761
RU_TO, CA 92376
(909) 975-3439
9+9 820-5598 - UNDERGROUND
SUNESYS, LLC
9+9 875-5100 - TRANSMISSION
1325 PICO ST j 106
23 637-1233 - PIPELINES
CORONA, CA 92881
919 357-6505 - DISTRIBUTION
(951) 278-0400
UtOERGROUND SERVICE ALERT
ATE:
February, 2015
(80) 422-4133
CHECKED BY:
PRVATE ENaNEERS NOTICE TO CONTRACTOR:
THI EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES
SH)WN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
THISE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
OFTHE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PR'CAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER
UIS NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
COISTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
COISTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME
SOE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
PR►PERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
NO' BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER
AGIEES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
ANI ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WCNK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OFTHE DESIGN PROFESSIONAL
UNAUTHORIZED CHANCES -AND USES:
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
FOI, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
PLNS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
REVISION DESCIIPTION
DATE I ENGR. I DATE I CITY
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CITY OF FONTANA
RANDALL AVENUE PALMETTO AVENUE
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PALMETTO AVENUE
CONTRACTOR i0 CAP OR RELOCATE ANY SPRINKLERS IN CONFLICT
WITH CONCRETE RAMPS ?0 THE SATISFACTION OF CITY ENGINEER
SHOULD CONMUCWN 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 CONFOL ANCE WITH
CONDITIONS AND STANDARDS IN ftFECT
PREPARED FOR:
CITY OF FONTANA
8353 SIERRA AVE
FONTANA, CA 92335
(909) 350-6632
BASIS OF BEARING
THE CENTERLINE OF RANDALL AVENUE BETWEEN GPS
CONTROL POINTS 21209 AND 21205.
BEING N8972727"E
BENCHMARK
CITY OF FONTANA BENCH MARK NO. 309
"PK" NAIL IN PP NO. 262825 LOCATED AT THE SW
CORNER OF PALMETTO AND PINE.
ELEV. 1202.28
LEC�ND:
4
4 4
4
- - - -
EXISTING RIGHT-OF-WAY UNE
1 M = 20 FT.
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12.84'
11' 19' 19' 13' 17.85'
30' 32'
62'
PALMETTO AVENUE
CONTRACTOR i0 CAP OR RELOCATE ANY SPRINKLERS IN CONFLICT
WITH CONCRETE RAMPS ?0 THE SATISFACTION OF CITY ENGINEER
SHOULD CONMUCWN 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 CONFOL ANCE WITH
CONDITIONS AND STANDARDS IN ftFECT
PREPARED FOR:
CITY OF FONTANA
8353 SIERRA AVE
FONTANA, CA 92335
(909) 350-6632
BASIS OF BEARING
THE CENTERLINE OF RANDALL AVENUE BETWEEN GPS
CONTROL POINTS 21209 AND 21205.
BEING N8972727"E
BENCHMARK
CITY OF FONTANA BENCH MARK NO. 309
"PK" NAIL IN PP NO. 262825 LOCATED AT THE SW
CORNER OF PALMETTO AND PINE.
ELEV. 1202.28
LEC�ND:
��- -
CENTERLINE
- - - -
EXISTING RIGHT-OF-WAY UNE
1 M = 20 FT.
EXISTING IMPROVEMENTS
BW
BACK OF WALK
TC
TOP OF CURB
FS
FINISH SURFACE
R/W
RIGHT OF WAY
THE QUANTITIES SHOWN HEREON ARtE ESTIMATES ONLY. THE CONTRACTORS
SIAL PREPARE THEIR OWN QUAIVTITTIES AND BID A COMPLETE JOB.
COM-MU-m-
&_
ONSTR -
MOOML AVEWE
PROACT
IM ATOM
INTERSTATE 10 � W
o
FOWANA i
WaNIN W
NTS
10- CONSTRUCT MODIFIED CURS ACCESS RAMP AS SHOWN ON Pl/W AND PER CITY STD. PLAN M0. 1003 2 EA
Q__CONSTRUCT MODIFIED CURS RETURN ACCESS RAMP AS SHOWN ON PLAN AND PER CITY STD. PLAN M0. 1004_ 2 EA
Q__ REMOVE EXISTING CURB RETURN, SIDEWALK AND RAMP 740 SF
4- 1' SAWCUT & REMOVE EXISTING AC PAVEMENT 140 LF
5
MIN. 0.1
140 SF LNG CPAVEMENT MIN. 0.
1 AND OVERLAY
GRIND EXIST A
CONSTRUCT ADDITIONAL 6" THICK CONCRETE 122 SF
(D -RELOCATE PORTION OF EXISTING RETAdNING WALL AND CHAIN LINK FENCE TO CLEAR TRAFFIC POLE 25 LF.
CURB & GUTTER
0 1 1
T__
..
r•
GRIND EXIST. SAWCUT �D 4
A.C. PAVEMENT -EXISTING REMOVE EXIS ING
,MIN. 0.1 THICKNESS) A.C. PAVEMENT AC PAVEMENT
AND OVERLAY
(MIN. 0.1' THICKNESS)
TMCAL PAWMENT IN DETAIL
N.T.S.
GRAPHIC SCALE
20 0 10 20 40 80
(IN FEET)
1 M = 20 FT.
CITY OF FONTANA, CALIFORNIA
011 ss,
J. �4 ��
STREET IMPROVEMENT PIAN
� l �,
9'po ��
��
DRAWN BY:
RANDALL AVENUE
SCALE.
No. 36052 m
HMG
" .
1 =20
Exp. 6/30/16
DESIGNED BY:
RRA
P VENUE
ATE:
February, 2015
`��q�F C i v IL`s
OF
CHECKED BY:
`�
DRAWING NO.:
CAL.%E
RJA
TE:
5m
CITY ENGINEER R.C.E. 51152
1 I
Filemame: 1:\City of Fontana - 149\Randall and Palmetto\QWG's\FhAL DESIGN\ STREET\ SHEET 1.dwg