HomeMy WebLinkAbout4882-1CITY OF FONTANA
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 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 EXISTS FOR GROUND
MOVEMENT.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY
WITHOUT OBTAINING 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 CITY
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 MONUMENTS, MONUMENT
TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
17. 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.
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND
BUSINESSES AT ALL TIMES. A MINIMUM OF TWO 12 -FOOT LANES 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-ERODEABLE SWALES
ENTERING OR LEAVING IMPROVEMENTS -
BENCH MARK:
BM #118
FOUND "X" ON EAST END OF SOUTHEAST
CURB RETURN AT SEVILLE AVENUE AND
SIERRA AVENUE.
ELEV. = 1286.36'
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE CENTERLINE
OF SEVILLE AVE. AS N89'44'00"E BETWEEN
WHEELER ST. AND EMERALD AVE. PER CITY
DWG. NO 1404
CITY OF FONTANA
GENERAL NOTES CONT'D
STREET IMPROVEMENT
SEVILLE AVEIN-UE
LEGEND
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25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE
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APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY
VALLEY
OF FONTANA STANDARD DETAILS.
FONTANA,
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND
ATTN:
FINISH TO MATCH EXISTING CONCRETE.
(909)
27. THE CONTRACTOR SHALL STA Iva -,__N "S" IN THE FACE OF THE CURB AT
END CURVE
THE LOCATION OF THE SEWER LATERAL. \�,
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SOUTHERN
CALIFORNIA EDISON COMPANY
28. NO CONCRETE S`I'-IALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL
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HAVE BEEN PLACED, INSPECTED AND APPROVED.
CA 92335
ATTN:
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29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED
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PRIOR TO PAVING OF STREETS..
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30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT
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PRIOR TO PLACEMENT.
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31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO
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REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS
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TESTS TAKEN AFTER COMPLETION OF THE ROUGH GRADING.
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32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL, FOR
ICV
STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL ,,
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REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON
COMPLETION OF THE ROUGH GRADING.
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33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE
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RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION
OF PAVING.
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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
FONTANA WATER COMPANY
8440 NUEVO AVE
FONTANA, CA 92335
(909) 822-2201
(909) 823-5046 FAX
ATTN: AL KROHN
PACIFIC BELL COMPANY
3939 E CORONADO ST
ANAHEIM, CA 92807
(714) 666-5500
ATTN: LARRY SIGNAIGO
COMCAST (CABLE TV)
1205 DUPONT AVE
ONTARIO, CA 91761
(909) 390-4777 x3055
ATTN: JACK HAYES
CITY OF FONTANA SEWER
8353 SIERRA AVE
FONTANA, CA 92335
(909) 350-6632
SOUTHERN
CALIFORNIA GAS COMPANY
16231
VALLEY
BLVD
FONTANA,
CA 92335
ATTN:
RICK REYER
(909)
335-7508
END CURVE
EMERGENCIES:
(800) 427-2200
SOUTHERN
CALIFORNIA EDISON COMPANY
7951
REDWOOD AVE
FONTANA,
CA 92335
ATTN:
JAIME-AMESZCULA
(909)
357-6581
(909)
820-5598
UNDERGROUND
(909)
820-5137
TRANSMISSIONS
(213)
637-1233
PIPELINES
(909)
357-6589
DISTRIBUTION
(800)
422-4133
UNDERGROUND UTILITIES & STRUCTURES
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN IN THESE PLANS WERE 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 ALL PRECAUTIONARY MEASURES TO
PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION
OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
"CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE
RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF
THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND
MUST BE APPROVED BY THE PREPARER OF THESE PLANS."
Underground Service Alert
Call: 811
WWW.DIGALERT.COM
TWO WORKING DAYS BEFORE YOU DIG REV
REVISION. DESCRIPTION
DATE' I ENGR. I CITY I DATE
POWER POLE
STREET LIGHT
FIRE HYDRANT
TREE
BUSHES
WALL - BLOCK OR CONCRETE
BACK OF WALK
CATCH BASIN
CHAIN LINK FENCE
DROP INLET
EDGE OF PAVEMENT
EXISTING POWER POLE
FLOW LINE
FINISHED SURFACE
FINISHED GRADE
IRRIGATION CONTROL VALVE
PROPERTY LINE
SEWER MANHOLE
TOP OF GRATE
RIGHT-OF-WAY
TOP OF CURB
PCC PAVING
AC PAVING
IX, PAVING COLDPLAN (1" THICK)
EXIST. PAVING REMOVAL
TR
TOP OF RAIL
WSBF
WATER SERVICE BACKFLOW
WV
WATER VALVE
WVLT
WATER VAULT
BC
BEGIN CURVE
EC
END CURVE
VC
VERTICAL CURVE
EG
EXISTING GROUND
SW
SIDEWALK
PRIVATE ENGINEER'S NOTICE
TO CONTRACTORS
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
AGENCY OR THE ENGINEER.
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.
CONSTRUCTION NOTES:
QUANTITY ESTIMATE
FEE ESTIMATE USE ONLY
1O CONSTRUCT CURB AND GUTTER (8" CURB) PER CITY OF FONTANA STD. PLAN. 1000.--------------- 79 L.F.
O CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006. - - - - - - - - - - - - - - - 350 S.F.
(D3CONSTRUCT 8" THICK PCC (560-C-3250) WITH 6" CRUSHED AGGREGATE BASE OVER 12" MIN. 95% - - - - - - - 466 S.F.
COMPACTED NATIVE SUBGRADE. CONCRETE TO BE REINFORCED WITH 6X6, #6 WWM.
O4 REMOVE EXISTING CONCRETE SIDEWALK (SEE PLAN FOR LIMITS OF REMOVAL). -________ --- 350 S.F.
O5 REMOVE EXISTING CURB AND GUTTER (8" C.F.). (SEE PLAN FOR LIMITS OF REMOVAL). ____ - - - - 75 L.F.
O6 REMOVE EXISTING A.C. PAVING. (SEE PLAN FOR LIMITS OF REMOVAL). ---- - - - - - - - - - - - - 113 S.F.
O7 COLDPLANE EXISTING A.C. TO A THICKNESS OF 0.10 (WIDTH=24") FOR SMOOTH TRANSITION. - ----- 158 S.F.
O8 ADJUST EXISTING (ITEM SHOWN ON PLAN) TO FINISH GRADE.
9O CONSTRUCT FULL DEPTH A.C. PAVING (WIDTH=18") OVER COMPACTED NATIVE SUBGRADE.------------ 113 S.F./4 TON
10 CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. DWG. NO. 1000. ------------ 75 L.F.
MODIFY CONCRETE CURB AND GUTTER FOR A 3/8" LIP.
o Q?,pF ESS/p v�C
cD TERESITO N. TABIOLO
LU m
RCE No. 38826
Exp. 3-31-11
li C/VIS O��\
OF C P,0 C3
VICINITY MAP
NOT TO SCALE
THE THOMAS GUIDE, 2008 SAN BERNARDINO COUNTY STREET GUIDE
PAGE 604, J-2
KCT CONSULTANTS, INC.
Civil Engineers - Surveyors - Planners
4i P.O. Box 5705 Riverside, CA 92517-5705
4344 Latham St., Suite 200, Riverside' CA 92501
Phone: 951-341-8940 Fax: 951-341-8945
e-mail: kctinc@kctconsultants.com
Prepared Under The Supervision Of :
Date
TERESITO N. TABIOLO R.C.E. 38826 EXP. 03-31-11 W.O.: 1380 -OE
CITY OF FONTANA. CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:
IT
SEVILLE AVENUE
TITLE/,SHET
KALL:
AS SHOWN
DESIGNED BY:
DATE:
TT
AUGUST 2010
CHECKED BY:
APPROVED
.11
DWG. NO.:
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Ire e
4882
2
CITY ENGINEER R.C.E. 51152 DATE