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Home My WebLink About3924-1 (2)SW CIEOO \\ \MAP VICINIITS TABLE 2CO L 2(A) 81E'rE SZE PERCENTAGE PASS,NG SIEVES 1/2' 90-ipp 3/8' 20-6C NO. 4 NO. 8 0-L5 C-5 ASiM C "I EST GRADL,v B TYPICAL BEDDING FOR 8" VCR LESS THAN 10' DEEP CITY OF FONTANA SE FE-R IMPROVEME-NT PROJECT CATAWBA AVENUE TR" NO. 16898 BENCH ..K: SBCO SURVEYOR MONUMENT: SURVEY OSK STAMPING: ]00-15 1968 SPEOFlC SETTING: BR. DISK ON ON' POST. -1 - 1.225.801' AT CATA'WBA AE & AT & SF RR. 13 FT. E CATAWBA. 49 FT. S OF S RAIL OF MAIN LINE TRANS, 10 FT. N OF N ROW EUCALYPTUS TREE, 2.5 FT. W & 1.5 FT. S OF FENCE CORNER. 2 POLES E Of MILEPOST 90, 0.8 FT. ABOVE GROUND, IN A SQUARE CONC. MONUMENT. BASIS IF BEARING: CENMNlUNE OF MERRILL AVENUE SHOWN AS N89'4E"T PER PARCEL MAP N(. I-, M.B. 129/24-25. RECORDS OF SAN BERNARDINO COUNTY. ME Rt S 2 A AND tL A � Ia o�- ja P i to I EE N 4O ¢ISA ¢ S� 1 AL "I £ I i EY A- I fl.£ 1° uAtc LOCATION MAP THESE PLANS ARE SANE AS THE PREVIOUS! -EY APPRO V EJ ONES, 1 Q THE ONLY CHANGES WERE THE CITY STANDARD DRAVnNG IVUt41BERS TO CONSTRUCTION NOTES QUANTITIES MATCH gES. 4CIA.MAvxOL"ROWIR,SU,'� MAI.v.81D. 0MG N0. p09 41' W.' 2Z m9 LF PER S. O aroma Ao-As�irlwi O3 --- VTMEvtiRE5lraFAGAR PER .1 STA N0. XA0 ;z`o SF Nay=- arza GENERAL NOTES EEi1FGyA9MN� _ _ {I - ----� _ i. ALL WORK SHALL PLANS. IN . ME CONTRACT CT THESE PLANK THE qtt OF FONTANA STANDARD PLANS. THE CONTRACT PROYISIgJS AND THE 17. THE ESI AT AU_ SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL STANDARD SPEC GREEK S FOR PUBLIC WORKS CONSMUCTGN (" GREEK BOOK'). ALL REFERENCE SPEGFlCATONS AND MAINTAINED AT ALL TIMES M THE CONSTRUCTOR AREA FOR RESIDENTS AND E EMERGENCY VEHICLES. -15ttV L A - -I I. 5 18 F- I� 9 I' I �.�J I r l - O I T i�r i' '7-T W3Tr1LL.9-,�' II BffY±E2 MA I _ ll u �J885 r r- I9 2 9 M.N 5=N. 5+10.45 , INSTALL 8" Rl VALE SEAR .MAIN �ay(�II F I l'I UUII Lr I SCALE 1' = 6Q' } I i I UTILITY CONTACT LIST qtt OF FONTANA / TM: BRIAN WREN Z BJ53 SIERRA AVENUE FONTANA, CA 92J35 II (909) J50-8832 THE GAS COMPANY ATM: GREG CASPAR FONTANA., CA 923J5 EMERGENCIES: (8W) 42]-2200 OWNER STANDARDS SHALL BE THE LATEST FOUND UNLESS OTHENWSE NOTED. 2. MN A TECHNICAL C0.YNCT IS FOUND TO E%IS1S IN ME CONTRACT PROMIM COMMENTSTHAT CAN NOT BE RESOLWO BY REFERENCE TO PRECEDENCE PROMSONS IN ME 'GREEK BOOK', ME CONTRACTOR SHALL IMMEDIATELY REPORT SAID CGNNJCT TO ME CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE WBJECT TO TIE APPROVAL OF THE CITY ENGINEER, 4. CONSTRUCTION PERMITS SHALL NOT BE OBTAINED FROM ME qtt OF PRIMFONTANA COMMUNITY OEYELY WORK DEPARTMENT, ENGINEERING OHALL PRIOR TO TIE START OF ANY WORK. INSPECTION TO STAR SHALL BE REQUESTED AT LEAST TWO "KING W DAYS PRIOR U THE START 0 ANY WORK IN PUBLIC RIGHT OF -WAY WTHIN TIE CITY LIMITS CALL 909 ( ) 330-]810' 5. TIE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES METHODS AND PROCEDURES DESCRIBED IN TIE STATE OF CAUFORNIA MANUAL OF TRAFFIC CONTROLS. LATEST NON -METRIC EDITOR UNLESS OMERWiSE DIRECTED BY THE qtt TRAFFIC ENGINEER. 6. IT SHALL BE ME RESPONSBIUTY OF THE CONTRACTOR TO MAINTAIN ¶M ftSiCADES DELINEATORS OR OTTER iRAFGIC CONTROL DEICES AT ALL ]. TIE CONTRACTM SHALL OBTAN A PERMIT TO PERFORM EXCAVATION OF TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM TIE CAUFORNIA STATE DIMSON OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER MAN FIVE (5) FEET IN DEPTH SHALL BE WARGED BY SHORING , SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO TIE REQUIREMENTS OF THE pIMSICN OF TIE INOUSMIAL SAFETY OF ME STATE OF CAUFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED 15HEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. N. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN IRE PUBLIC RIGHT OF AY WMWT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF ME UBLITES SHOWN HAYS BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE N DEMMMINE OF TIE CONTRACTOR TO DETERMINE IN THE FIELD THE TRUE LOCATOR AND ELEVATION OF ANY EASING UTUTES. AND TO EXERCISE PROPER PRECAUTION TO AVOD DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT RMIE ALERT AT 1-800-22]-2600 1W0 18. ME CONTRACTOR SHALL PftOMDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19. ME CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL MUD, SILT OR DEBRIS TO BE DEPOSITED INTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WTHWT PRIOR WRITTEN APPROVAL. 20, NO TRENCH BACKFlLL SHALL TAKE PLACE WTHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL SACKFlU. COMPACTION. FAILURE TO OBTAIN ME REWIRED DENSTY SHALL REWIRE RE-WCRKINC OF THAT PORTION OF ME WORK UNTIL TIE SPECIFIED DENSITY IS M-NED. F2. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SMILES FROM UNDERMINING STREET NON-ERODEABLE SWALES ENTERING OR LEANNC IMPftOYEMEN� 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRACE, COLOR AN0 FINISH TO MATCH EXISTING CONCRETE. 24, IF SERER CONSTRUCTOR IS TO BE DONE IN PHASES, ME CONTRACTOR MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLESEEACIT OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANWT. 25. SANITARY SEVER UNES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE MMIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO SHE PRONSIONS OF TIE ASM DESIGNATION C]00 FOR V.D.P. 28. NO OPEN TRENCH SHALL BE ALLOWED AT ME END OF TIE DAY WMWT PRIOR APPROVAL OF ME CITY ENGINEER. 2]' SHORT VCP SN85 WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN AUGNMENT. 288. PRIOR M CONSTRUCTION, TIE CONTRACTOR SHALL EXPOSE EXISTING COVES, AND VERIFY ELEVATOR AND LOCATION OF CONNECTIONS. OR APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATONS OR LOCATONS SHOWN ON THE PANS. 29. ALL 4' HOUSE LATERALS SHALL 8E INSTALLED AT A 2% MINIMUM GRADE UNLESS OMERWSE APPROVED BY THE qtt ENGINEER. 30. TERMINATE ALL R HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT NEXTWME SI,r 1Awad 998 S TeaArlOod AYe Bloom U., CA 92316 (909)519 1355 PACIFIC BELL CO. ATM: NORMA CUILLOT 1265 N. VAN SUPER STREET SITE ISO AHEIM, CA 92807 ("A) 688-5401 COMCAST (CABLE rv) ATM: JACK HAYES 1205 E. PHILLPS - R4 5� 2 W q2 x lesOi -- i� EX MA CAS T s 1 S9 CREDWOOD EOSW COMPANY ]951 NA. CA AYE. ONTANA, CA 92335 (909) 820-5598- UNDERGROUND (909) 8]5-5100- TRANSMISSION (213) 63]-T233- PIPEUNES (909) M -8233- DISTRIBUTION DUUP P T AVENUE ONTARIO, CA.91]61 (909) 390-4]J8 VER S ATM: A. CA HOC6 (909) , - X7 (909) 489-832] WORKING DAYS BEFOREOE%CAVATON CONSTRUCTION AM ALL UTILITY THE CONTRACTOR SHALL NOT LIMITED CABLE EB INCLUDING, SC NOT UA £D TO,AP GAS TELEPHONE, STC NYC, CABLE ME -SON. SEWER, TOR LANDSCAPE FL IRRIGATION, DOMESTIC WATER. . REGAINED WATER, SEWER, SHALL BE DRAIN, W FLOOD KING DAYS AND CICE PRIM A COMPANIES SHALL BE GIVEN 1140 WORKING PAYS NOTICE PRIOR ALL WORK TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER ASEMENTS EXIST TO MESMUTRIIGH OF WAY, ME LATERAL SHALL TERMINATE 3 FEET INSIDE ME LOT AS MEASURED FROM ME UTILITY EASEMENT. 31. THE SEWER CONTRACTOR SHALL STAMP AN 'S" IN ME FACE OF THE CURB AT ME LOCATION OF ME SEWER LATERAL CONFLICT YAM TIE 32. IF EXISTING UTUTES OR ANY OTHER OR SHALL PROPOSED IMPROVEMENTS, THE CONTRACTOR STALL NOTIFY ME ENGINEER D ALL AFFECTED AGENCIES IMMEDIATELY. OR MIND CANYON MUTUAL WATER ATM: BASIL J. FMMZJU (MG) 463-9580 UNOERCRWND SERMCE ALERT FONTANA WA1£R COMPANY CO. ATM; MIOHAEL J. MD. W 8440 NUEVO AVENUE FONTANA, CA 923J5 PH: (909) 822-2201 FAX: (909) 823-5048 MAN VALVES WMWT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE YAM ME APPROPRIATE WATER COMPANY FOR VALVE OPERATOR AND WATER REQUIREMENTS. 10. STANCHING REFERS TO ME CENTERLNE OF SEWER EXCEMPT MERE OTHERWISE NOTED. 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY ME 33. NO CONCRETE SHALL BE PLACED UNTL ME FIRMS AND RETNFORONG STEEL HAYS BEEN PACEO, INSPECTED AND APPROVED. 3A, ALL UNDERGROUND UTUTES SHALL SE INSTALLED, TESTED AND APPROVED PRIOR TO PAYING OF STREETS. pp. APPROVED SOIL STERILANT IS REWIRED UNDER ALL NEW ASPHALT VEMENT PRICK TO PLACEFAENT. Res (8W) 422-41J3 METROPOLITAN WATER DISTRICT WATER SYSTEM OPERATION GAWP ATM: .,0E MIRONE WEST VALLEY WATER DISTRICT ATM: LON TEN 855 W BASEUNE ROAD RIALTO, CA 923]] ENGINEER TO ENABLE ME CONTRACTOR TO CONSTRUCT ME WORK TO ME PLAN GRADES. ME CONTRACTOR SHALL BE RESPONSIBLE FOR ME PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING WRING CWSMUCTON, 16. THE CONTRACTOR SHALL NOT DISMRB EXISTING SURVEY MONUMENT, 38. ALL MANHOLES, CLEANWT FRAMES. COVERS AND VALVE BONES SHALL BE RAISED TO FINISHED GRADE BY ME PAYING CONTRACTOR UPON COMPLETION OF PAYING. 37. UPON COMPLETON OF CONSTRUCTOR, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING. BARRICADES. AND OTHER TRAFFIC CONTROL DEMCES (909) 778-2664 MONUMENT TES OR BENCH MARKS WMCITT PRIM NOISCATON TO ME CITY ENGINEER. TO ME SATSFACTON OF ME CITY TRAFFIC ENGINEER. W AS -BUILT MAWNGS SHALL BE PROMDEO BY ME CONTRACTOR TO ME 16. REMOVAL AND REPLACEMENT OF EMSTNG SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TES AND BENCH MARKS. SHALL BE ONE ENGINEER OF RECORD, AND SHALL MOVIE RECORD DRAWINGS TO ME CITY ENGINEER. MY A RMISTERED OML ENGINEER OR UCENSED LAND SURVEYOR. SURVEY ONUMENiS THAT WILL SE DESTROYED AS A RESULT OF THIS CONSMUCTON SHALL BE REPACM. ME CWMACTOR SHALL NOTIFY ME ENGINEER ONE WEEK PRIOR TO CONSTRUCTION 50 ME TES TO MONUMENTS CAN BE ESTAMBNED FOR LATER REPACEMENT OF ME MONUMENT. /j A L�j 'I��(1 SHOULD CONSTRUCTION OF THE REQUIRED EGL ASSOCIATES, INC CITE' OF FONTANA, CALIFORNIA SHEET INDEX ��.�`l fl'T In( II IMPROVEMENTS NOT COMMENCE WITHIN TWO 9� W. GOLDRINC ROAD, UNTA f�j(��J� \ ��j fs tARDANAt�st.6 SEWER IMPROVEMENT PLAN YEARS OF THE DATE OF APPROVAL SHOWN HEREON STREET NAME 91 DESCRIPTION cL cm PH 828 283 3588 FAX 828 283 3599 OM BRAG' NO 16NU As Noted DIAL AND CARRIED FORTH IN A DILIGENT MANNER, THE yryy Prepared Under The Bepary aan IN CATA=Y AVENUE ne t,eET no6x w+P. ( nD vrvXluc CITY ENG NEER MAY REQUIRE REVISIONS TO THE rY" e _.ET Ton BEFORE Goan >E TAWSA AVE A v $TA, i e e rA co mumGEG t a00 azz at JJ 0 �- H J KNT Brz2 PLANS TO BRING THEM INTO CONFORMANCE WITH rra V- • \X Dece tVro/2t _g nq�� CA' T BLOCK Z/D Ana 1 A Fueuc SGRv«c sv u'l^FaaPOsv9 sFxv¢F ,uFRT ��,O xs^/ FGv vGns+v, NHaasax wx. ,am c+rt STANDARDS IN EFFECT HANK ,ONOF.C.E.5848 oATe _. E,cmGCQ. 1?lvacA NeP+A<_9F c.O1