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Home My WebLink About2799-1CITY OF FONTANA UTILITY NOTIFICATION LIST CITY GENERAL NOTES: 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA CARLOS NAVARRO STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS 8353 FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS 3939 E. CORONADO STREET AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED, 2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING 350-6632 DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE SO. CALIFORNIA GAS COMPANY REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC ATTN: RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 3 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. VALLEY BLVD. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE FONTANA, CA 92335 OPERATION AND WATER REQUIREMENTS. 4 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 5 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 6 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE JAIME AMESZCUA INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (909) TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING 1400 E. PHILLIPS BLVD. UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. REDWOOD AVENUE THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 FONTANA, TWO WORKING DAYS BEFORE EXCAVATION. 7 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED 820-5598 - UNDERGROUND TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 8 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, 637-1233 - PIPELINES LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, (909) STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 9 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF CRAWFORD RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 10 WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BILL VANDRKIEFT, JR. BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", (619) THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER 8440 NUEVO AVENUE FOR RESOLUTION. 11 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 12 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH (909) 822-2201 X 323 TO MATCH EXISTING CONCRETE. 13 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN of PLACED, INSPECTED AND APPROVED. 14 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 SUI4MIT GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 15 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. 16 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 17 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. 18 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 19 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. 20 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 21 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 o= STAKING DURING CONSTRUCTION. 22 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. 23 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED w IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 24 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 25 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 w CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 26 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 D w AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 27 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR. 28 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P.. 29 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT-OF-WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS w MEASURED FROM THE UTILITY EASEMENT. 30 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 31 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 32 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 33 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 34 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 35 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 36 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. 37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES 39 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER 40 ALL CONSTRUCTION WORK AND MATERIAL WITHIN STATE R/W SHALL CONFORM TO CURRENT QCALIFORNIA DEPARTMENT OF TRANSPORTATfON STANDARD PLANS AND STANDARD SPECIFICATIONS. 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: ALAN KESELOFF ATTN: JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, CA 92335 ONTARIO, CA 91761 (909) 335-7781 (909) 390-4777 X 3055 EMERGENCIES: (800) 427-2200 SO. CALIFORNIA EDISON COMPANY GENERAL TELEPHONE COMPANY ATTN: JAIME AMESZCUA ATTN: STEVE HOCK (909) 357-6581 1400 E. PHILLIPS BLVD. 7951 REDWOOD AVENUE ONTARIO, CA 91766 FONTANA, CA 92335 (800) 422-4133 (909) 820-5598 - UNDERGROUND (909) 820-5137 - TRANSMISSIONS (213) 637-1233 - PIPELINES (909) 357-6589 - DISTRIBUTION (600) 422-4133 CRAWFORD CANYON MUTUAL WATER CO. FONTANA WATER COMPANY ATTN: BILL VANDRKIEFT, JR. ATTN: AL KROHN (619) 868-6040 8440 NUEVO AVENUE FONTANA, CA 92335 (909) 822-2201 X 323 � FAX: (909) 823-5046 UNDERGROUND SERVICE ALERT (800) 227-2600 3" MAX SIZE NATIVE - SOIL COMPACTED 95Z. G" MIN. I I I I G' MIN. G" MAX. SIZE — NATIVE SOIL COMPACTED 9OZ. 1' MAX. 51ZE SELECTED NATIVE BEDDING COMPACTED TO 907. 8" VCP III= 1/2' CRUSHED STONE BEDDING PER 5TD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200 1.2 EA] SHOWN TYPICAL BEDDING FOR 8" VGP 10' OR DEEPER N.T.S. TABLE: 200-1.2 EA] 51EVE SIZE PERCENTAGE PASSING SIEVES 1 1/2' - _ _ 3645 L.F. 3/4" 100 1/2" 90-100 3/8" 20 -GO NO. 4 0-15 NO.8 O-5 A5TM G 131 TEST GRADING B arm, C+' PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 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. Underground Service Alert CALL TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG PLANS PREPARED FOR KAUFMAN do BROAD ATTN: MR. TIM JONES. 801 CORPORATE CENTER DR. SUITE 201 POMONA, CA, 91768-2641 PHONE: (909) 802-1100 SAN GABRIEL MOUNTAINS VICINITY MAP 3' MAX SIZE NATIVE SOIL COMPACTED 957. G' MIN. G' MIN. 10" MAX. 10' MAX. III=III i I � I ILII III= G" MAX. SIZE 1' MAX. SIZE NATIVE SOIL I SELECTED NATIVE COMPACTED 907. !I BEDDING COMPACTED TO 907. V FO 8" VCP III— e I�IIII- I —I—I TYPICAL BEDDING FOR 8' VGP LESS THAN 10' DEEP N.T.5. "WHERE SURVEY MONUMENT EXISTS ,SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED OR RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO B805.') N ii•+2-4 6 u w J Q U N m °` 6$ U14 #69 SUMMIT AVENUE INDEX MAP CONSTRUCTION NOTES & QUANTITY ESTIMATES O INSTALL 8" VCP , EXTRA STRENGTH SEWER _ _ _ _ _ _ _ _ 3645 L.F. i CONSTRUCT PRECAST CONCRETE MANHOLE PER _ _ _ _ _ _ _ 10 EA. CITY OF FONTANA STD. NO. 112 (I.D.=48") O / _ _ _ 10 EA. CONSTRUCT PRECAST CONCRETE MANHOLE PER _ _ _ _ _ _ - 2 EA. «., CITY OF FONTANA STD. DWG. NO. 112 (I.D.=60" 2 S PROPOSED 6' VCR EXTRA S7RENC71SeWER- - _ PER CITY Of FCYVT.4N ) STD. DWG. AVO. 125 _ _ _ _ 21 LF. z w � of SUI4MIT AVENUE Cco LU / / Y w D H > IE o= wD /m/ / m H U w / z > a / A cn J / /HIGHLAND w AVENUE / w > D w / Y Q / o = SITE w w PROJECT m BASE LINE ROAD VICINITY MAP 3' MAX SIZE NATIVE SOIL COMPACTED 957. G' MIN. G' MIN. 10" MAX. 10' MAX. III=III i I � I ILII III= G" MAX. SIZE 1' MAX. SIZE NATIVE SOIL I SELECTED NATIVE COMPACTED 907. !I BEDDING COMPACTED TO 907. V FO 8" VCP III— e I�IIII- I —I—I TYPICAL BEDDING FOR 8' VGP LESS THAN 10' DEEP N.T.5. "WHERE SURVEY MONUMENT EXISTS ,SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED OR RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO B805.') N ii•+2-4 6 u w J Q U N m °` 6$ U14 #69 SUMMIT AVENUE INDEX MAP 111Lt SHttl N. 51MUN PKWY SEWER PLAN - 3L0,1471PF: 15839 5012 16 -Nov -99 11:35 AM / 126 -964 - DWG. DATE: CONSTRUCTION NOTES & QUANTITY ESTIMATES O INSTALL 8" VCP , EXTRA STRENGTH SEWER _ _ _ _ _ _ _ _ 3645 L.F. O CONSTRUCT PRECAST CONCRETE MANHOLE PER _ _ _ _ _ _ _ 10 EA. CITY OF FONTANA STD. NO. 112 (I.D.=48") O INSTALL 8" VCP PLUG _ _ _ _ _ _ _ 10 EA. CONSTRUCT PRECAST CONCRETE MANHOLE PER _ _ _ _ _ _ - 2 EA. «., CITY OF FONTANA STD. DWG. NO. 112 (I.D.=60" 2 S PROPOSED 6' VCR EXTRA S7RENC71SeWER- - _ PER CITY Of FCYVT.4N ) STD. DWG. AVO. 125 _ _ _ _ 21 LF. 111Lt SHttl N. 51MUN PKWY SEWER PLAN - 3L0,1471PF: 15839 5012 16 -Nov -99 11:35 AM / 126 -964 - DWG. DATE: