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Home My WebLink About2796-1.A GENERAL NOTES: CITY OF FONTANA UTILITY 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS ATTN: CARLOS NAVARRO FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). 8353 SIERRA AVENUE 2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING FONTANA, CA 92335 DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE (909) 350-6632 REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC SO. CALIFORNIA GAS COMPANY RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. ATTN: ALAN KESELOFF 3 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. 16231 VALLEY BLVD. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE FONTANA, CA 92335 OPERATION AND WATER REQUIREMENTS. (909) 335-7781 4 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. EMERGENCIES: (800) 427-2200 5 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR SO. CALIFORNIA EDISON COMPANY TO PAVING OF STREETS. ATTN: JAIME AMESZCUA 6 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE (909) 357-6581 INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 7951 REDWOOD AVENUE TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING FONTANA, CA 92335 UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. (909) 820-5598 — UNDERGROUND THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-422-4133 (909) 820-5137 — TRANSMISSIONS TWO WORKING DAYS BEFORE EXCAVATION. (213) 637-1233 — PIPELINES 7 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED (909) 357-6589 — DISTRIBUTION TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. (800) 422-4133 8 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES CRAWFORD CANYON MUTUAL WATER CO. INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, ATTN: BILL VANORKIEFT, JR. LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, (619) 868-6040 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 RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 10 WHEN 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. 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 TO MATCH EXISTING CONCRETE. 13 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN 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 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 G' NAT STAKING DURING CONSTRUCTION. COM 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 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 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 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 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. P 31 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE TH A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE SH DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. TO TH 32 ALL 4 HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE PR APPROVED BY THE CITY ENGINEER. DR SI 33 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND SH VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS TH SHOWN ON THE PLANS. IB OF 34 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, TH INCLUDING ADEQUATE WATERING, AT ALL TIMES. AN AN 35 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE IN WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. FO EN 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 CO OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. AL 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 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. .A UNDERGROUND SERVICE ALERT (800) 227-2600 3' MAX 51ZE NATIVE SOL COMPACTED 952 G• MN. G` MIN 1 IIX. I III MAX. SIZE 1• MAX. SIZE VE SOIL I SELECTED NATIVE PAGTED 90Z BEDDING COMPACTED TO 90% TABLE- 200-1.2 CA3 51EVE 512C 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 (800) 422-4133 CRAWFORD CANYON MUTUAL WATER CO. FONTANA WATER COMPANY ATTN: BILL VANORKIEFT, 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 51ZE NATIVE SOL COMPACTED 952 G• MN. G` MIN 1 IIX. I III MAX. SIZE 1• MAX. SIZE VE SOIL I SELECTED NATIVE PAGTED 90Z BEDDING COMPACTED TO 90% TABLE- 200-1.2 CA3 51EVE 512C I PERCENTAGE PASSING 54EVES /100 /a 70 -GO N9/1' 0-15 A5TM G 131 TEST GRADING •rir 8• VCP III_ TYPICAL BEDDING FOR 5* VCP LESS THAN 10' DEEP N.T.S. t •g' 3' MAX SIZE NATIVE SOIL COMPACTED 957. G' MN. G' III=11I1I a — — - 11 l� SAN GABRIEL MOUNTAINS VICINITY MAP cn Q H U w 4� G' MAX. SIZE 1' MAX. SIZE 1 NATIVE 50L I SELECTED NATIVE COMPACTED 902 BEDDING COMPACTED TO CIOZ NORTH FRONTAGE_ ROAD I a• VCP i III_I F1 1/2' CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBLIC I J J WORKS CONSTRUCTION TABLE 200 1.2 CA3 SHOWN TYPICAL BEDDING FOR 8•. VCP 10" OR DEEPER N.T.S. RIVATE ENGINEER'S NOTICE TO CONTRACTORS E EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES OWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS: THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT OSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE ECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE AWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON BILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT OWN ON THESE DRAWINGS. E CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS— ILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT IS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; D THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER D THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING R LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE GINEER. NTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL, REPORT L DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.; 4 , 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 INDEX MAP CONSTRUCTION NOTES: QUANTITIES O INSTALL 8 V.C.P., EX TRA STRENGTH, SEWER 1 Co 4 4" ' L. F O CONSTRUCT PRECAST CONCRETE MANHOLE PER,CITY OF FONTANA 8 E.A. STD. DWG. NO. 112 (I .,D . = 48") O INSTALL 4" V.C.P. SEWER LATERAL PER CITY OF FONTANA 17 S STD. DWG. NO. 125 O4 REMOVE 8" V.C.P. PLUG J f A. B t?r E":,0, .. � RECORD DRAWING THESE HAVE BEEN PREPARED. IN. 0, 62:18 cl, rl � ba PRRT, ON THF: 6A.6;3 OF INFORMATION COMPILED 0!0 FUDR 41SH_HE ENGINEER WILL NOt 8E D HY O HER3. , ...,. / t 4 HESPONS iLE FOR ANY ERRORS OR , L L HAVE BEEN INCORPORATED INTO?fEDOCtNEIT$118 y ,SULTTHEREC C',R`. X03' BENCH MARK: #R-17 CALTRANS BASIS "OF= -BEARINGS: CITY CALIFORNIA HE BAS F B AKIN SFR TH S MAP O.F'FONTANA,,. T IIgg E I @RARS CAP IN GQNCfJRTE R.C.E. IS THE SOU�H LINE OE THE NORTHEAST TI OW MM LEG 34 N// HI HLAND QUARTER OF SECTIO 6 TO NSHIP i PUBLIC WORKS DEPARTMENT g AV b.20 MI. W��0 SAN NORTH RANGE 6 WEST SI�Ngg B�N66I►RDINO tLJ 1 l`�J HIGHLAND AVVE., FROMMSIERRALAVE. ME AIMAPNFILEDNINSBOOK988�PAGESW36 C� 6 ' ' 1428.6090 RECORDS OF 'SANG BERNARD OF SURVEY CUOUNT, • DRAWN BY: SCALE: - ELEVATION: Y' PREPARED IN THE OFFICE OF TRACT NO .15840 SI MADOLE AND ASSOCIATES, INC. QuoZ�T��F DESIGNED: AS SHOWN OF THE INLAND EMPIRE y 5,� MCA SEWER IMPROVEMENT�PLANS 10601 CHURCH STREET 'STE . 107 WINO . 14814 9 CHECKED: TITLE SHEET DATE: RANCHO CUCAMONGA, -CA 91730 MLS PHONE (909) 948-1311 Exp: 3-31-01 OB NO. ,` DWG NO. SHEET NO sr�l CIVIC- - cl/, E FOF CAIZF� 126—Lj APP OVED 2796 1OF 4, RE V I S I ONS APPROVAL DATE APPROVAL DATE MADOLE R . C . E . 14814 DATE CITY ENGINEER R.C.E. 25126 *P* SEEWA PLAN TITLE SHEET 15840 - 24 [0. 1471 PF: 15840 764 07 -Jul -99 06: 08 AN 1 126-464-4 DMS. DATE: