Loading...
HomeMy WebLinkAbout5387-1 BARSTOW CITY OF FONTANA , ,., . S W O VRHOV O \ POOH C , "Clror: I ,, F Foothill Blvd ,M rn8219 I OCS AOL v 58+02.17 MH # 9 PER 1431 -2 \ �, _ _� © EX 10" VCP '.) ' , 9 x .7� FONTANA 1 f ,/ �...v 59+50 'ni ,3 ZOCUS 60+00 �i ��N�� `� 60+50 t1< u1 t COVINA ® � " SAN BERNARDINOI m 58+07.17 LOCUST AVENUE / _i , . Q N I ____ zs PER 1431 -2 LOS i f- - � �' '`ANGELES io �` `` 'o; 9� M RIVERSIDE P TO SPRINGS `; W - :� � e y 4 '1:7 '," y,a ANAHEIM ti-11-1- I3 : Wic, t? ' ! n C3• r +f3 \ LLJ _I ... f'a;z d :_F J' 'i5 �� �j3 T$ �`" f `` `� DRAIN PER STREET .._._ __..__ .: € (IMPROVEMENT PLAN Q RELOCATED POLE PER NSTA 59+77.56 Acro n Blvd Arrow Owe U STREET IMPROVEMENT PLAN '' %V U STA _ _ _ _ _ \ - - 59+67.29 - k \ --OLD RIGHT-OF-WAY LINE ESCONDIDO /N M_ LOCATION MAP t ,s DRIVEWAY PER STREET zo _ N.T.S. SAN DIEGO APN: 0246-061 -22Ni 00 I IMPROVEMENT PLAN N d w ►- + .11 d j w :4 I VICINITY MAP _ APN : 0246-061 -47 N.T.S. - - - -� - - - - -NEW RIGHT-OF-WAY LINE v 0.5' G E\ _ SAL \ OTES © APN: 0246-061 -46 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE _ FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THE TIES TO MONUMENTS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 0 10 20 CONSTRUCTION (" GREEK BOOK"). ALL REFERENCE SPECIFICATIONS AND 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXISTS IN THE CONTRACT MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE EMERGENCY VEHICLES. ( IN FEET ) PROVISIONS IN THE "GREEK BOOK", THE CONTRACTOR SHALL IMMEDIATELY 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS 1 inch = 10 ft. REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, CITY ENGINEER. SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY 4. CONSTRUCTION PERMITS SHALL NOT BE OBTAINED FROM THE CITY OF ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION WRITTEN APPROVAL. PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY THE CITY INSPECTOR. WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. 350-7610. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING CO\STR U CTI O\ \OTES Q JA\T T ES O W\ E 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA OBTAINED. ZION GARDEN, LLC 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES 1 INSTALL 4" V.C.P. SEWER LATERAL 14 LF ROSANA TUNG MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS FROM UNDERMINING STREET NON-ERODEABLE SWALES ENTERING OR LEAVING PER CITY OF FONTANA STD. DWG. NO. 2005 OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. P.O. BOX 1764 IMPROVEMENTS. 20---TRENCH REPAIR PER CITY STD 1008 38 SF 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN WHITTIER, CA 90609 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TEL: 562-728-7264 AND FINISH TO MATCH EXISTING CONCRETE. O---INSTALL SEWER CLEANOUT BOX PER 1 EA TIMES. 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR CITY STD NO. 2006 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OF SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT FEET IN DEPTH SHALL BE GUARDED BY SHORING , SLOPING OF THE GROUND OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 DIVISION OF THE INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. FOR V.D.P. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY POTENTIAL EXISTS FOR GROUND MOVEMENT. WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF 27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED 10.YTHE LOCATIONS OBTAININGWITHOUT OF THE U PARIESE SHOWN PERMIT HAOVE THAT BEEN DETERM NED FROM AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. UTILITY C O\TACT LIST 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY CITY OF FONTANA UNDERGROUND SERVICE ALERT VERIZON APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY ATTN: STEVE HOOK ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER 8353 SIERRA AVENUE (800) 422-4133 PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. FONTANA, CA 92335 POMONA, CA 91766 CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM (909) 350-6632 METROPOLITAN WATER DISTRICT (909) 469-6327 WORKING DAYS BEFORE EXCAVATION. GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. WATER SYSTEM OPERATION GROUP 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT THE GAS COMPANY ATTN: JOE MIRONE FONTANA WATER COMPANY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY ATTN: GREG GASPAR (909) 776-2664 ATTN: MICHAEL CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL FONTANA., CA 92335 J. MCGRAW 8440 NUEVO RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EMERGENCIES: (800) 427-2200 PACIFIC BELL CO. AVENUE FONTANA, CA 92335 ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR EASEMENT. ATTN: NORMA GUILLOT PH: (909) 822-2201 TO WORK AROUND THEIR FACILITIES. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE SO. CALIFORNIA EDISON COMPANY 1265 N. VAN BUREN STREET 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER CURB AT THE LOCATION OF THE SEWER LATERAL. 7951 REDWOOD AVE. SUITE 180 WEST VALLEY WATER DISTRICT MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE FONTANA, CA 92335 ANAHEIM, CA 92807 ATTN: LON TSAI SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER (909) 820-5598- UNDERGROUND (714) 666-5401 855 W. BASELINE ROAD OPERATION AND WATER REQUIREMENTS. AND ALL AFFECTED AGENCIES IMMEDIATELY. (909) 875-5100- TRANSMISSIONS RIALTO, CA 92377 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEMPT WHERE 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING (213) 637-1233- PIPELINES COMCAST (CABLE TV) OTHERWISE NOTED. STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. ATTN: JACK HAYES 1205 METROPOLITAN WATER DISTRICT 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND (909) 357-6233- DISTRIBUTION 1400 E. PHILLIPS BLVD. WATER SYSTEM OPERATION GROUP ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE APPROVED PRIOR TO PAVING OF STREETS. DUPONT AVENUE ONTARIO, CA.91761 ATTN: JOE MIRONE CRAWFORD WATER CO. PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT CRAWTN: BASIL J.CANYON MUTUALZIO (909) 390-4738 (909) 776-2664 PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING PAVEMENT PRIOR TO PLACEMENT. DURING CONSTRUCTION. 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL (909) 463-9580 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENT, BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE COMPLETION OF PAVING. CITY ENGINEER. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. BASIS OF BEARING: BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR, SURVEY 38. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. THE CENTERLINE OF CERES AVENUE SHOWN AS N89°53'30"E PER TRACT NO. 2103, M.B. 31/1 -2, CLE JOB NO. 13-023-089 RECORDS OF SAN BERNARDINO COUNTY Q , 0T , SHOULD CONSTRUCTION OF THE REQUIRED CAL LAND ENGINEERING, INC. CITY OF FO \TA\A, CALI FO \ IA Q�pFESS BENCHMARK: IMPROVEMENTS NOT COMMENCE WITHIN TWO z,, ckc.s� F 576 E. LAMBERT ROAD, SEWER IMPROVEIV ENT PLAN FD 1 "IP&TAG/LD 6810 AT CENTERLINE INTERSECTION OF CERESr YEARS OF THE DATE OF APPROVAL SHOWN HEREON ,P 40870 �� 72, BREA, CA 92821 DRAWN BY: SCALE: t m PH:714-671-1050 FAX:714-671 -1090 TITLE 3LOC < As Noted AVE AND OLEANDER AVE 91k- AND CARRIED FORTH IN A DILIGENT MANNER, THE Exp.331-17 x RR DIAL TWO WORKING * t Prepared Under The Supervision Of : DESIGNED BY: DATE: BEFELEVATION: 1235.90' YOFORE \D G / ', DAY❑UBDIGRE CITY ENGINEER MAY REQUIRE REVISIONS TO THE clvl��\� �� JL 8 91 A C U ST AVE\ UE g-21 -15 �, PLANS TO BRING THEM INTO CONFORMANCE WITH r �� •4P - - , TOLL FREE 1 -800-422-4133 of cAoF° '� ,�� C� Date . 9 21 1 5 CHECKED BY: APPR• E� BY: 41, / DRAWING NO.: 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. JACK LEE R.C.E. 40870 �� DATE: V 5387 CI F ENG( E ', 'IC''DO SANDOVAL R.C.E. 51 152 i