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Home My WebLink About3296-1GENERAL NOTES GNORM N07ES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, ly (a p\1 PEA THE CITY OF FONTANA 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL STRIPING BARRICADES AND OTHER TRAFFIC CONTROL DEVICES $Ievvl STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC SIGNING, - � 1WORKS CDNSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECii-ICAiIONS AND STANDARDS AVOE UE STORM DRAIN, PHASE 2STAGREF TICCOSTRUC 10(N STAG NG IPLANS.) 1� aTM � SHALL. BE THE. LATEST EDITION UNLESS OTHERWISE NOTED. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR j0 THE ' � ✓// 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS fs�snar AVE Sr AVE THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE " CITY ENGINEER. 0 '3 GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE • 3 G--) CITY ENGINEER FOR RESOLUTION. 34. CONTRACTOR SHALL SUPPORT ALL UTILITIES CROSSING THE CONSTRUCTION ZONE TO THE SPECIFICATIONS AND REQUIREMENTS OF THE UTILITY AGENCY 1 1 Qj 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY - aKAiQF0V ENGINEER. OR COMPANY. �� CJNGA awrw sr�r E-4 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE 35. MINIMUM D -LOAD FOR ALL RCP IS 1350. ONE WEEK PRIOR TO IMPLEMENTING DETOURS. RD CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CIT` OF FONTANA COMMUNITY a� RD ezoMra� Ro 5. CO. � OBTAINED � � � FONTANA W DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. s INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610�,� oTM ays 1 s 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND VIe�DR�+ sr PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST I WALNili AVE NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. I b w AVEF0177 A cr 7. IT SHALL BE THE RESPONSIBILITY of THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES: 8. THE WORK FOR TRENCHCTOR ESLL OBTAIN A PERMIT TO 5 FEET OR GREATER IN DEPTHRFROM�THERCALIFORNIAON OR ENCH STATE LIlj"i AVENUE away DIVISION OF INDUSTRIAL SAFETY. 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH ;ter► WE 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 OFVICINITY MAP CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE N.T.S. POTENTIAL EXISTS FOR GROUND MOVEMENT - -- - -- -- -- _ --OCi 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY LOCATION WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO � 7 x" 3 1 DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING \ ! UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE rSTR®11 rT T��.T Q F QUANTIM CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.` " --_ _ (1 --- INSTALL 42 RCP (f 350-D) 146 LF 12, THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES CITY OF FOaT'P A - - - - - - - - - INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, VINJITY NO CATION UST% / - - - i _ _ _ _ _ _ _ _______ �____�._ - - v 2� INSTALL 30" RCP (D -LOAD PER PROFILE) 107 LF LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM o f DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING CITY OF FONTANA- - - _ - - - &- REMOVE BULKHEAD AND CONNECT TO EXISTING 42" RCP 1 EA DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 8353 SIERRA AVENUE s0 -T FONTANA, C,4 92335 ``. O4 - CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 322-1` 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES (909) 350-6632\�, ✓� _ _-- - - _ _ .__ - __._ -� _ f (SEE DETAIL ON SHEET 3) 1 EA WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE � = - - - - - - - - - - - - - - - - - - - - � - _ - - - _- - - APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 10 �� SO. CALIF. GAS COMPANY 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE 1981 W. LUGONIA AVENUE _ NOTED. REDLANDS, CA 92374 11 47 15. ADEQUATE .CONSTRUCTION .CONTROL .STAKES .SHALL BE SET B(MERGNCIESS (800) 427-2200 1 1 1 15 1 17 1 Y THE .ENGINEER TO ._ENABLE � (�]GENDL THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL LE BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL SO. CALIF EDISON COMPANY STAKING DURING CONSTRUCTION. 300 N. PEPPER AVENUE RIALTO, CA 92376 ,; DIRECTION OF FLOW 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR 909 820-5598 - UNDERGROUND � __-- �� -o STREET LIGHT BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 909 875-5100 - TRANSMISSION 213 637-1233 - PIPELINES a 17. REMOVAL_ AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY 909 357-6223 DISTRIBUTION��U u , 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 FONTANA WATER COMPANY RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE 8440 NUEVO AVENUE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE FONTANA CA 92235 3/4:1 SLOPE OR GREATER ESTABLISHED FOR A LATER REPLACEMENT OF THE MONUMENT. (909) 822r-2201 OR ADEQUATE SHORING 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL FAX: (909) 823-5046 " 90% COMPACTED NATIVE TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION PACIFIC BELL CO. SCALE: 1" =60 BACKFILL 3" MAX SIZE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 3939 E. CORONADO STREET 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST ANAHEIM, CA 92807 6" MIN. CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. (714) 666-5467 8" MAX 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE ) COMCAST ( CABLE TV �`� � Y 1205 DUPONT AVEDEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING _ CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. ONTARIO, CA 91761 (909) 390-4738 GRANULAR BEDDING FROM SELECTED 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT HOUT PRIOR APPROVAL OF THE CITY TRENCH SIDE MATERIAL (I- MAX SIZE) 7 INSPECTOR. CRAWFORD CANYON MUTUAL WATER CO. ATTN: BILL VANDERKIEFF, JR. _ y 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION.'FAILURE TO OBTAIN (619) 868-6040 �`� -` GRANULAR BEDDING FROM SELECTED °°.� THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL TRENCH SIDE MATERIAL FOR PIPE 10' `tea o THE SPECIFIED DENSITY IS OBTAINED. GENERAL TELEPHONE COMPANY I � - 1400 E. PHILIPS BLVD. OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING a 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING ONTARIO, CA 91766 4 a;- _ STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE I ``= {t '�= T TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. ,' / f Teo 24. ALL EXPOSED CONCRETE SURFACES SHALL CO"lFOR1=! ;N GP,ADE, COLOR AND FINISH TO z MATCH EXISTING CONCRETE. PIUVATE FAMMOS NOTICE TO CONTRACTOM STORM DRAIN 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE ND OF THE DAY WITHOUT PRIOR APPROVAL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES 0.6'D' OF THE CITY ENGINEER. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES AND VERIFY SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE NOTES: ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE 1. 'TRENCH WIDTH SHALL BE CONTROLLED FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER PLANS, LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. TO TOP OF PIPE ZONE 2. TRENCH DEPTHS OF GREATER THAN 5' 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED SHALL HAVE ADEQUATE SHORING IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME IMMEDIATELY. SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE 3. CLASS II AGGREGATE BASE ALL TRENCHES OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND LESS THAN 100 FEET IN LENGTH 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND PLACED, INSPECTED AND APPROVED.NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER NOTE: AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING AND ALL LIABILITY, REAL 0R ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF COMPACTION SHALL BE 90 IN ALL ZONES OF STREETS. WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY OF THE DESIGN PROFESSIONAL. SHALL CONFORM TO CAL -OSHA REQUIREMENTS 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR Tv QRo �0 PLACEMENT.y�Q``� UNAUTHG� C GES USES. BASIS OF BEA 'GS 2 T C i I 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO 1 '1?.ECdRq �A � � � moss �' FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE BEARINGS ARE BASED ON THE SOUTH LINE OF Q wtr.� Q s3ozot� rn GRADES OF FRAME AND COVERS ARE TO MATCH FINAL STREET GRADES AS DETERMINED THE SW 114 OF SEC. 36, T1 N, R6W, SBB & M V� '� NIS BY THE STREET PLANS. FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLAN ALL CHANCES TO THE BEING N89 58'21 "W AS SHOWN ON TR: 16085-1 s� civI� �? PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE. PREPARER OF THESE_ PLANS. RECORDED MAP BOOK 282, PGS 16-20, RECORDS 9TFOF CAUF°�`� OF SAN BERNARDINO COUNTY REV. REVISION DESCRIPTION DATE ENGR. CITY DATE B �*, Prepared By: pF Ess CITY a� FONTANA,CALIFORNIA SHOULD CON�iiriUCON OF RE(� n T n D n p QR o,� e NOT COMMENCE •CE esa -PREPARED FOR: 1�iL,ls.C!!1L! ENGINEERING II SAI I>%1' I�%A� CALTRANS BENCHMARK N0. 8-17 F' O WO YEARS OF THE DATE OF APPROVAL YOUNG HO „� i n o n� �`� aP F� 2� BRASS CAP IN CONCRETE S.C.E. TOWER LEG. Civil Engineering - Land Surveying Land Planning � SHOWN ON AND C "ISD FORTH IN A 10370 TRADEMARK STREET 343' N O HIGHLAND AVENUE 0.2 Mi. W � _ 8253 Sierra Avenue - � DRAWN BY. n Scale: �O Z No. 43976 m AE TRACT l O, 16346 AS NOTED DIAL I DMI - MAWAIMEER, TLS CITY ENGINEER 1 AY RANCHO CUCAMONGA, CA 91730 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE � Fontana, California 92335 � Exp. 6/30/05 � TWO WORKING O, S.C.E. TOWER, 19.5; 2.65 kit. W. ALONG _ P DESIGNED BY. Date: BEF❑RE - DAYS BEFORE REQ REVISIONS TO THE PLANS TO (909) 291-7600 9D9) 356 1815 Fax (909) 35 1795 * * �� YOU DIG YOU DIG HIGHLAND AVENUE FROM SIERRA AVENUE Z d s9 C i V 1 ��P AE JUNE, 2004 BRING THEI A INTO COL O SCE T'i'H TOLL FREE 1-500-227-2600 _ T ¢ CHECKED BY: Dw No. CO.' ITIOIN A: as .,TAIN is Is'N EFFECT David S. Hammer, A.C.E. 43976 Da �FOF CaL F Approved: 7'7' 9' 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ( v 1 6W ` Q 5 ,1 ELEi%ATIQI : 1428.6090 (expires 6/30/2005) S mi jitENGINEER R.G.E. 511 2 DATE. 32 Filenome:M: \dwg\ 15907\SD\ 16346-SDO i.dwg