HomeMy WebLinkAbout2760-1GENERAL 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 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 1-800-422-4133 TWO
WORKING DAYS BEFORE EXCAVATION.
B. 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 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.
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 OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD 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 ENGINEER 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 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 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 UNDERMINING
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 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.
27. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJErT 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 BUSINESSES
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 "S" 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.
33. CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA
PACIFIC BELL CO.
ATTN: CARLOS NAVARRO
ATTN: VIRGINIA BECKER
8353 SIERRA AVENUE
3939 E.CORONADO STREET
FONTANA, CA 92335
ANAHEIM, CA 92807
(909) 350-6632
(714) 666-5467
SO. CALIFORNIA GAS COMPANY
COMCAST (CABLE TV)
ATTN: GREG GASPAR
ATTN: JACK HAYES
16231 VALLEY BLVD.
1205 DUPONT AVENUE
FONTANA, CA. 92335
ONTARIO, CA. 91761
(909) 428-8411
(909) 390-4738
EMERGENCIES: (800) 427-2200
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GENERAL TELEPHONE COMPANY
S0, CALIFORNIA EDISON COMPANY
ATTN: STEVE HOCK
7951 REDWOOD AVE.
1400 E. PHILLIPS BLVD.
FONTANA, CA. 92335
ONTARIO, CA. 91766
(909) 820-5598 - UNDERGROUND
(800) 422-4133
(909) 875-5100 - TRANSMISSIONS
3:oOp
(213) 637-1233 - PIPELINES
FONTANA WATER COMPANY
(909) 357-6233 - DISTRIBUTION
ATTN: MICHAEL J. McGRAW
(800) 422-4133
8440 NUEVO AVENUE
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FONTANA, CA 92335
CRAWFORD CANYON MUTUAL WATER CO.
(909) 822-2201
ATTN: BILL VANDERKIEFT, JR.
FAX: (909) 823-5046
(619) 868-6040
❑
UNDERGROUND SERVICE ALERT
(800) 422-4133
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.
CONSTRUCTION NOTES & QUANTITY ESTIMATE
OCONSTRUCT 6.5" A.C. PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL (SEE GEN. NOTES 27 & 28) ................. 234 TON
O2 CONSTRUCT B" CURB & GUTTER PER CITY STD. DETAIL 101 ..... 676 L.F.
3 CONSTRUCT CONC. SIDEWALK PER CITY STD. DETAIL 105A ..... 4,201 S.F.
4 CONSTRUCT CROSS GUTTER PER CITY STD. DETAIL 105 ........ 2,249 S.F.
MODIFIED WIDTH = 10'
O5 CONSTRUCT DRIVEWAY ENTRANCE PER CITY STD. 102C ......... 3,707 S.F.
MODIFIED RADII
�6 SAWCUT AND REMOVE CURB & GUTTER ......................... 684 L.F.
�7 SAWCUT AND REMOVE CONC. SIDEWALK ....................... 5,299 S.F.
�8 CONSTRUCT RAMPED CURB RETURN PER CITY STD. 104A ........... 2 EA.
�9 INSTALL 36" R.C.P. STORM DRAIN ........................... 27 L.F.
10 CONSTRUCT CURB INLET STRUCTURE PER CITY STD. 121 .......... 1 EA.
11 RECONSTRUCT TOP OF EXISTING CATCH BASIN PER A.P.W.A.
STD. PLAN NO. 323-1 ....................................... 1 EA.
12 JOIN PROPOSED 36" R.C.P. TO EXISTING CATCH BASIN .......... 3 EA.
13 CONSTRUCT 6" THICK INTEGRAL COLORED CONCRETE WITH 6" SQ.
6 GA. WIREMESH ON 4" CLASS II AGG. BASE OVER 12 COMPACTED
NATIVE MATERIAL. COLOR TO BE APPROVED BY PLANNING DEPT.
PRIOR TO INSTALLATION. SEE ENHANCED PAVEMENT DETAIL .... 2340 SF.
14 INSTALL CONCRETE BAND PER ENHANCED PAVEMENT DETAIL HEREON.
NOTE: INTEGRAL COLOR BY "L.M. SCOFIELD CO."
CHROMIX ADMIXTURE FOR COLOR -CONDITIONED
COCRETE #A-21 "DEEP CHARCOAL". CURE W/
TWO THIN COATS OF LITHOCHROME COLORWAX
PER MANUFACTURES RECOMMENDATIONS.
STANDARD GREY CONCRETE AT BANDS, GUTTERS
AND SPANDRELS.
INTEGRAL COLORED CONCRETE WITH HEAVY BROOM
n�CONC. BAND_I /'FINISH IN FAN PATTERN W/ 4" "SHINER" AT
R t.1 ITTFP l [-BORDERS AND JOINTS, TYPICAL.
4" MIN. CL II AGG. BASE
COMPACTED TO 95%
12" NATIVE ZONE
COMPACTED TO 90%
ENHANCED PAVEMENT
NOT TO SCALE
Underground Alert
GALL
TOLL FREE
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1-800
422-4133i WORKING DAYS BEFORE i DIG
PROP.
R/W
GG'
EXIST.
G' EXIST. SAWGUT + REMOVE EXIST. cl. R/W
R/W STREET IMPROVEMENTS 120' - 12G'
EXIST. IMPROVEMENTS FUT. IMPROVEMENTS
GO' - GG' GO'
13' 38' - 53' VAR. 9' 45' G'
Z.5' JOIN SMOOTH 5'-9'
1 2Z
T_ = _"� FI- - - - F\ C27.)
- - I - 7J
VAR. 2%
2 1 MIN.
TYPICAL 5EGTION 5TA. 71+48 TO STA. 72+77
BASELINE AVENUE
NOT TO SCALE
PROP.
R/W EXIST.
R/W G5'
EXIST.
SAWGUT + REMOVE EXIST. cl. R/W
G STREET IMPROVEMENTS
120' - 135'
EXIST. IMPROVEMENTS
GO' GO' - 75'
13' 47 VAR. 40' - G3' 13'
1' 2.5 JOIN SMOOTH
27 rCom? - - P- - - - - C27.)
Lr-
2 VAR. 27_
1 M'N.
TYPIGAL 5EGTION 5TA. 48+80 TO STA. 50+75
CHERRY AVENUE
NOT TO SCALE
EXIST.
R/W
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120' - 12G'
EXIST. IMPROVEMENTS FUT. IMPROVEMENTS
GO' - GG' GO'
13' 38' - 53' VAR. 9' 45' G'
T- --_� Com- - P- - - - n C27.
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TYPIGAL SECTION
BASELINE AVENUE
NOT TO SCALE
NOTE=
IF Th1E EXISTING CATCh1 BASIN IS NOT REINFORCED PER
'CITY MODIFIED' STD. PLAN 309-0 IT MUST BE REMOVED
AND REBUILT.
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1287.00 INV.
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SAN GABRIEL MOUNTAINS
EXIST. I EXIST.
EXIST. R/W cl. R/W
R/W 120' - 135'
EXIST. IMPROVEMENTS
GO' GO' - 75'
13' 47 VAR. 40' - G3' 13'
4' 12'
T- -- - -�
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SAWCUT & REMOVE TOP OF EXIST. C.B. 11
RECONST. TOP W/ M.H. PER APWA STD. PL. 323-1
REMOVE TOP 36" R.C.P.
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MAP
N.T.S.
EXIST. I EXIST.
EXIST. R/W cl. R/W
R/W 120' - 135'
EXIST. IMPROVEMENTS
GO' GO' - 75'
13' 47 VAR. 40' - G3' 13'
4' 12'
T- -- - -�
C27.) FI- - - - r 127.0
SAWCUT & REMOVE TOP OF EXIST. C.B. 11
RECONST. TOP W/ M.H. PER APWA STD. PL. 323-1
REMOVE TOP 36" R.C.P.
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