HomeMy WebLinkAbout4818-1OWNER --DEVELOPER
MR. MAC DONALD SALCIDD JR.
M KEMPSTER AVENUE
FONTANA, CA 92335
PHONE : (909) 732-7434
ASSESSORS PARCEL NO:
0192-192-03
LEGAL DESCRIPTION
TRACT NO. 2700 FONTANA TOWNSITE LOT 9 BLK 40
PRIVATE ENGINEER'S NOTICE
TO CONTRACTOR:
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lk ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABL2
FOR UNAUTHORIZED CHANGES TO 1• USES OF THESE PLANS. ALL CHANGES TO THE
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE
PLANS.
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LAND PLANNING AND CIVIL ENGINEERING
723 N. "0" STREET, SUITE i - SAN BERNARDINO, CALIF. 92401 w NO. 36361
PHONE (909) 884-7090 FAX (909) 884-0124 EXP. 6-30-10
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SURESH DODDLAH R.C.E. 38361 DATE ,
STREET IMPROVEMENT PLAN
8665 KEMPSTER AVENUE, FONTANA
0192-192-03
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UTILITY NOTIFICATIONS
CITY OF FONTANA
PACIFIC BELL CO.
FOOTHILL
8353 SIERRA AVENUE
ATTN: VIRGINIA BECKER
BLVD
FONTANA, CA 92335
3939 E. CORONADO STREET
8440 NUEVO AVE.
(909) 350-6632
ANAHEIM, CA 92807
FONTANA, CA 92235
(714) 666-5467
(909) 822-2201
FAX (909) 823-5046
SOUTHERN CALIFORNIA GAS COMPANY
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ATTN: DENNIS FREEMAN
(800) 227-2600
19B1 W. LUGONIA AVE.
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(909) 335-7547
ATTN: JACK HAYES
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EMERGENCIES: (800) 427-2200
1205 DUPONT AVE.
ONTARIO, CA 91761
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LAND PLANNING AND CIVIL ENGINEERING
723 N. "0" STREET, SUITE i - SAN BERNARDINO, CALIF. 92401 w NO. 36361
PHONE (909) 884-7090 FAX (909) 884-0124 EXP. 6-30-10
LSsT CIVIL 2-009 OF CAv`
1
SURESH DODDLAH R.C.E. 38361 DATE ,
STREET IMPROVEMENT PLAN
8665 KEMPSTER AVENUE, FONTANA
0192-192-03
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UTILITY NOTIFICATIONS
CITY OF FONTANA
PACIFIC BELL CO.
FONTANA WATER COMPANY
8353 SIERRA AVENUE
ATTN: VIRGINIA BECKER
ATTN: MICHAEL J. MCGRAW
FONTANA, CA 92335
3939 E. CORONADO STREET
8440 NUEVO AVE.
(909) 350-6632
ANAHEIM, CA 92807
FONTANA, CA 92235
(714) 666-5467
(909) 822-2201
FAX (909) 823-5046
SOUTHERN CALIFORNIA GAS COMPANY
UNDERGROUND SERVICE ALERT
ATTN: DENNIS FREEMAN
(800) 227-2600
19B1 W. LUGONIA AVE.
REDLANDS, CA. 92374
COMCAST (CABLE TV)
(909) 335-7547
ATTN: JACK HAYES
EMERGENCIES: (800) 427-2200
1205 DUPONT AVE.
ONTARIO, CA 91761
CONSTRUCTION NOTES AND QUANTITIES
ITEM
DESCRIPTION
QUANTITY
UNIT
CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. NO. 1006, S=5'
165
SF
REV.
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
SOUTHERN CALIFORNIA EDISON COMPANY (909) 390-4738
300 N. PEPPER STREET
RIALTO, CA 92376 GENERAL TELEPHONE CO.
(909) 820-5598 -- UNDERGROUND ATTN: STEVE HOCK
(909) 875-5100 -- TRANSMISSION 1400 E. PHILLIPS BLVD.
(213) 637-1233 -- PIPELINES ONTARIO, CA 91766
CRAWFORD CANYON MUTUAL WATER CO. (800) 422-4133
ATTN: BILL VANDERKIEFT, JR.
(619) 868-6040
REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT BENCH MARK:
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.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT
PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"1 ALL REFERENCE
SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRATHAY 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, METHS 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 GUARD 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 GUARDEO WHEN THE
POTENTIAL EXISTS FOR GROUND MOVEMENT.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPERATE PERMIT FOR
THAT PURPOSE.
10. THE LOCATION 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 THE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT
UNDERGROUND SERVICE ALERT AT 1-800-227-2500 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 GE 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 AND STAKING DURING CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUJMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR
NOTIFICATION TO THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTRAIL, 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 SHAD. MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES, A MINIMUM 12 FOOT
LANES SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIENTS AND EMERGENCY VEHICLES.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL„ INCLUDING ADEQUATE WATERING,
AT ALL TIMES.
20. THE GRADIN OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOS.
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DORIS TO BE DEPOSITED ONTO PUBLIC OR
PRIVATE PROERTY 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 REQUNED 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 CIV THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABL.E 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 CE THE SEWER LATERAL.
2B. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
29. ALL UNDERGROUND UTILITIES SHAH 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 SOIL 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 RECCOMMENDED 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 LANSCAPING, 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 DRAWINGS
TO THE CITY ENGINEER.
DRAWN BY:
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DATE;- CHECKED BY:
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8665 KEMPSTER AVENUE
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AS SHOWN
9/17/2009
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