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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: � r~. �� 1 1 i ! � JTZ• , � I ! . �: lir . 1 • . 1:w t i • � r•;Q1. •1r •'i it iii _ I" i' i ••;1. iN i 1 f •�• i t. 1 ••1• 1 1'1 Fri � i / '"4► �1 M1 i • f •,i �i I li I I 1, 1 f 1 i 1 r'i' 1 I; • It MIN I • I ri M 1' 1,•. i • •at 11• • : •• ' 1 I I C M 1' I 1 1. a �. 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. ' CONCRETE PROPERTY LINE VICINITY MAP NTS e e ENGINEERING AND ASSOCIATES 4 QR�FESSI_ y�k.SH DD�,dl9� 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 1+85 - �c/L va.ENciA AVENUE ii m II U I I H II X w I I 0 to II IL I I 7 • II __� I II ( I) I ( EXIST. CONC. DRIVEWAY \ I \ m C) C) z EXIST.MAIL BOX II I I II II T. WATER METER I I • II I II I 5' 6 ., 15' 15' I o 0 0 30' Ln II • II I • i I I • II I I I I I I 1+: 1, OT 8 0-102-19-2-04 CA N 89.45'00" E C/L ORANGE WAY LOT 10 0-102--102-02 �I GRAPHIC SCALE 1"=10' 10 0 10 20 30 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 z ATTN: DENNIS FREEMAN (800) 227-2600 19B1 W. LUGONIA AVE. a d COMCAST (CABLE TV) (909) 335-7547 ATTN: JACK HAYES ARROW EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. ONTARIO, CA 91761 HWY d d VALENICA AVE a a cc W C3 Q VALENICA J O AVE d z Lu Lli 2: d ORANGE WAY z Y m CERES AVE am W z U) MERRILL AVE VICINITY MAP NTS e e ENGINEERING AND ASSOCIATES 4 QR�FESSI_ y�k.SH DD�,dl9� 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 1+85 - �c/L va.ENciA AVENUE ii m II U I I H II X w I I 0 to II IL I I 7 • II __� I II ( I) I ( EXIST. CONC. DRIVEWAY \ I \ m C) C) z EXIST.MAIL BOX II I I II II T. WATER METER I I • II I II I 5' 6 ., 15' 15' I o 0 0 30' Ln II • II I • i I I • II I I I I I I 1+: 1, OT 8 0-102-19-2-04 CA N 89.45'00" E C/L ORANGE WAY LOT 10 0-102--102-02 �I GRAPHIC SCALE 1"=10' 10 0 10 20 30 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: KR DESIGNED B1 EB DATE;- CHECKED BY: 2A SO o vag A�w 8665 KEMPSTER AVENUE • • 7i; 111tim- I t�f AS SHOWN 9/17/2009 3AWDG NO- i 4818 1