HomeMy WebLinkAbout2682A-1GENERAL 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. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 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.
3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES.
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE
OPERATION AND WATER REQUIREMENTS.
4. CURVE DATA REFERS TO THE FACE OF CURB.
5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
6. ALL UNDER GROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO
PAVING OF STREETS.
7. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE
INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRA CTOR TO
DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EX !STING
UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERE TO. THE
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO
WORKING DAYS BEFORE EXCAVATION.
8. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO
FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
9. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES
INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC CABLE TELE VISION,
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.
10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD,
WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
11. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE TIME
TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STAN DARD DETAILS.
12. WHEN 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 ENGI NEER FOR
RESOLUTION.
13. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO
PLACEMENT.
14. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH
EXISTING CONCRETE.
15. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN
PLACED, INSPECTED AND APPROVED.
16. 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 APPROV ED 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 GUAR DED WHEN THE
POTENTIAL EXISTS FOR GROUND MOVEMENT.
17. 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.
18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
19. 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.
20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES.
DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
21. 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.
22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
23. 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.
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM U NDERMINING
STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE
TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
25. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES
OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
26. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTER CIVIL
ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED
AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTO R SHALL
NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
27. 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.
28. 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
29. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSIN ESSES
AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE
CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT
PRIOR APPROVAL OF THE INSPECTOR.
31. THE SEWER CONTRACTOR SHALL STAMP AN "5" IN THE FACE OF THE CURB AT THE
LOCATION OF THE SEWER LATERAL.
32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL
INCLUDING ADEQUATE WATERING, AT ALL TIMES.
33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS
AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS
OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
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. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES
EXCEED 25 MILES PER HOUR.
36. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND
SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY
ENGINEER
CITY OF FONTANA
CITY OF FONTANA
ATTN: CARLOS NAVARRO
8353 SIERRA AVENUE
FONTANA, CA 92335
(909) 350-6632
SO. CALIFORNIA GAS COMPANY
ATTN: ALAN KESELOFF
16231 VALLEY BLVD.
FONTANA, CA 92335
(909) 335-7781
EMERGENCIES: (800) 427-2200
UTILITY NOTIFICATION LIST
PACIFIC BELL CO.,
ATTN: VIRGINIA BECKER
3939 E. CORONADO STREET
ANAHEIM, CA 92807
(714) 666-5467
COMCAST (CABLE TV)
ATTN: JACK HAYES
1205 DUPONT AVENUE
ONTARIO, CA 91761
(909) 390-4777 X 3055
SO. CALIFORNIA EDISON COMPANY
ATTN: JAIME AMESZCUA
(909) 357-6581
7951 REDWOOD AVENUE
FONTANA, CA 92335
909 820-5598 - UNDERGROUND
909 820-5137 -TRANSMISSIONS
213 637-1233 - PIPELINES
909 357-6589 - DISTRIBUTION
800 422-4133
CRAWFORD CANYON MUTUAL WATER CO.
ATTN: BILL VANDRKIEFT, JR.
(619) 868-6040
UNDERGROUND SERVICE ALERT
(800) 227-2600
GENERAL TELEPHONE COMPANY
ATTN: STEVE HOCK
1400 E. PHILLIPS BLVD.
ONTARIO, CA 91766
800) 422-4133
FONTANA WATER COMPANY
ATTN: AL KROHN
8440 NUEVO AVENUE
FONTANA, CA 92335
(909) 822-220 X
FAX: (9 9) 8231 5046 323
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS;
TO THE BEST OF OUR. KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS-
IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR .ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
SIGNING AND STRIPING CONSTRUCTION NOTES:
PAINT ONLY. NO THERMOPLASTIC
PAINT 4" DASH YELLOW STRIPE PER DETAIL 6 CALTRANS STDS.
• PAINT 12" WHITE "STOP" AND LIMIT LINE AS SHOWN.
• PAINT 4" DOUBLE YELLOW STRIPE PER DETAIL 22 CALTRANS STDS.
O INSTALL SIGN ON POST AS NOTED.
O PAINT 4" SOLID YELLOW STRIPE
0 INSTALL SIGN W-17 ON POST AND " STOP AHEAD" LEGEND AS SHOWN
7O INSTALL SIGNS R2OB AND R2OD "5 TONS".
O RELOCATE EXIST. STOP SIGN
CONSTRUCTION NOTES:
1O INSTALL 3" A.C. PAVEMENT ON COMPACTED
NATIVE GROUND.
0 SAW -CUT EXISTING EDGE OF A.C. PAVMT.
O INSTALL BARRICADE PER CITY STD. DWG. NO. 118
O INSTALL TEMPORARY STREET LIGHT ON WOODEN POLE, 22,000 LUMEN
50 REMOVE EXIST. A.C. PAVMT.
EX. A.C.
30'
14'
R/W
4' MIN
DIRT SHD.
VARIES
EXIST.
Uw 12" GROUND
2%
EX. A.C. 2:1 SLOPE
CITRUS AVENUE
TYPICAL SECTION GRADE
SHOULDER
NTS
FROM STA. 73+00.00 TO STA. 78+39.29
SHT.
z
ig
SUMMIT AVENUE
P.A. 2
HISTORIC PARK
P.A. 8A
.HOOL
1 AlvusrA OAF `s
02.1
11.„
is Jtrkil
101.40.iima:
or, weft ..4k,
v
• onnanownoortitt,
vAut'NAY Nae
ff
P.A.8B
PARK
yMB KO. 15
CURTIS AVENUE
P.A. 14A
P.A. 27B
PARK
P.A. 14B
P.A. 28A
LAKES PARKWAY
PARK
P.A. 27A
P.A. 28B
PARK
P.A. 26
MACE =ER
P.A. 22
7oWR CDRER
P.A. 25 HIGHLAND P.A. 24
PARK
CORPORATE COMER/
RESTAURANT ROW
cn
tr
U
PROPOSED FREEWAY RO.W.
PROPOSED FREEWAY RO.W.
INDEX MAP
NTS
STRIPING AND SIGNING NOTES
1. ALL WORK, MATERIALS, AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL
. CONFORM TO THESE PLAN AND THE STANDARD SPECIFICATIONS OF THE CITY OF
FONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DATED
JULY 1992 (NON METRIC EDITION).
2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO
CALTRANS STANDARD PLANS, LATEST NON -METRIC EDITION.
3. PAVEMENT MARKINGS SHALL MATCH THE CITY OF FONTANA STANDARD STENCILS.
4. TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE PAINTED
AND SHALL BE APPLIED PER SECTION 84 OF THE CALTRANS
STANDARDS. ALL STRIPING SHALL INCLUDED RAISED PAVEMENT MARKINGS PER
CALTRANS STANDARDS
5. TRAFFIC SIGN DIMENSIONS, COLOR, AND LETTERING SHALL CONFORM TO THE LATEST
CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO
CONFORM TO CALTRANS SPECIFICATIONS SHEETS CODES. TRAFFIC SIGN SIZES SHALL BE
STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS.
6. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED POST, UNLESS OTHERWISE
SHOWN, PER CITY OF FONTANA DETAIL 139.
7. IT SHALL -BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
TRAFFIC SIGNS OR OT -HE -R TRAFFIC CONTROLS AT ALL TIMES.
8. CONTROL POINTS OR . "CAT -TRACKING" SHALL BE APPROVED BY THE ENGINEER
TWO DAYS PRIOR TO STRIPING APPLICATIONS.
EX. A.C.
EX. A.C.
30'
R/W
14' 4' MINN
DIRT SHD. I
12"
2%
VARIES
2:1 SLOPE
EXIST.
GROUND
CITRUS AVENUE
TYPICAL SECTION
NTS
FROM STA. 66+84.88TO STA. 72+23.75 AND
GRADE
SHOULDER
P. M. NO.
6294
P. M. a
62/13
f
'
4`" DUNCAN
CYN. RD.
0
w
U
w
J
Q
W
Q
UJ
D
w
cc
SUMMIT AVENUE
PRO, ECT
LOCATION
D
CC
U
HIGHLAND
W
w
U
0
AVENUE
BASELINE
AVENUE
VICINITY
MAP
NTS
LIMITS OF PROPOSED GRADING
FOR SLOPE PURPOSES ON
PRIVATE PROPERTY
PROPERTY LINE AND
CENTERLINE FUTURE
SUMMIT AVENUE
55'
R/W
6'
36'
4'
30'
21'
EXISTING
GROUND
FUTURE CURB
& GUTTER
7.5'
10'
PROPOSED
SLOPE
GRADE
SWALE
VARIES
•7
EXIST.
GROUND
2%
2%
O
SUMMIT AVENUE
TYPICAL SECTION
NTS
FROM STA. 106+49.53 TO STA. 117+16.61
LIMITS OF PROPOSED GRADING
FOR SLOPE PURPOSES ON
PRIVATE PROPERTY
PROPERTY LINE AND
CENTERLINE FUTURE
SUMMIT AVENUE
55'
.
•
EXISTING
GROUN
•7
PROPOS
SLOPE_}
ED
�n
36'
FUTURE CURB
& GUTTER -
10'
VARIES
2%
GRADE
SWALE
2%
R/W
SUMMIT AVENUE
TYPICAL SECTION
Ow -
NTS
FROM STA. 100+33.72 TO STA. 106+49.53
GRADE
SHOULDER
EXIST.
GROUND
•
GRADE
SHOULDER
1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE 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.
Prepared Under The Supervisiarf Of :
PREPARED -IN -THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
OF THE INLAND EMPIRE
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
?)14A Date : Li- Z[tib
RiV.E. 14814 EXP.3-3 -01
CITY OF FONTANA, CALIFORNIA
TEMPORARY PAVING AND STRIPING PLAN
DRAWN BY:
S.V
DESIGNED BY:
S.V
SUMMIT AVENUE
FROM CITRUS AVENUE TO
PfRtEL L1RSt LANE
SCALE:
1=40'
DATE:
APRIL 25, 2000
APPROVED BY:
C�C/,2-e It Zed a
CITY ENGINEER R.C.E. 2 126 DATE