The URL can be used to link to this page

Home My WebLink About3398-1GENERAL MOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"), ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.cr(a u I1 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY r ENGINEER. o gPORATJ. b 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACEAvarzu"Em AM 1�C;O J ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 2s y 5. CONSTRUCTION PERMIT (NO FEE) SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. 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. 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND r x PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. I I { 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, cffy Y AM I �r DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.. �.. S Y ESE 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH ; WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE STO DIVISION OF INDUSTRIAL SAFETY. I � ! STORrG1 D%FA//V L//ISE- A-2 STM�Qd/dl_L/�%" 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH 'A I � • - �,.�� . �/ , T IIV SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS SEE S/ /E �f I ' (``'� ? I PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF V a y -- s L_--J �`" 1q CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE; \ C A y POTENTIAL EXISTS FOR GROUND MOVEMENT. _ _ _ _ _ _ - r=-• -- - ---w_--.� 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY- WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. V' HEET 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE ';7 " SEE SL - - - - - - INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO TLM DTtA//V L/NE DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING> UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE ( ) Q Q Q CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO ; I I Q W cn WORKING DAYS BEFORE EXCAVATION. o W wig 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES STO DI A,IN L/ E �B-1w I ei I STOf�Y ORA/N L/NE 'B-2" a z IL w INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, ` I v 0 v 71) N LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORMt-L' AR ARROW BLVD DRAIN, FLOOD CONTROL AND C.ALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING C 51 C`L/EET 5 DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. GENERAL NOTES (CONTINUED) I 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, E OPERATION AND WATER REQUIREMENTS. BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF AAV APPROPRIATE WATER COMPANY FOR VALVE THE CITY TRAFFIC ENGINEER. NOTED 14 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE 33. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF KICF WAY RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE QLINK THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL 34. CONTRACTOR SHALL SUPPORT ALL UTILITIES CROSSING THE CONSTRUCTION ZONE BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL TO THE SPECIFICATIONS AND REQUIREMENTS OF THE UTILITY AGENCY OR COMPANY. C ER ES AV $RFS AV a of STAKING DURING CONSTRUCTION. 35. CONTRACTOR SHALL PROTECT HIS WORK FROM POTENTIAL RUN-OFF CONVEYED ON o w a w CYPRESS AVE. FROM UPSTREAM SOURCES. z 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR z BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.36. CONTRACTOR SHALL COORDINATE WITH CITY OF FONTANA PUBLIC SERVICES DEPARTMENT VAR/ES 8' VAR/ES c� J 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY PRIOR TO ANY WORK IN THE CITY YARD SITE. (1'J' SEE PLANS) 3.75' (1 3' SEE PLANS) 14 ® 8" O.C. BOTH WAYS PP RRILL AV MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL37. CONEXTEND THE REBARS 12 FROM THE TRACTOR SHALL COORDINATE WITH CITY OF FONTANA PUBLIC SERVICES DEPARTMENT TO MAINTAIN ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A THE TRAFFIC LANES OPEN TO TRAFFIC INSIDE AND IN/OUT OF THE YARD 24 HOURS 7 DAYS A WEEK. M/N OUTER PIPE EDGE OR EQUIVALENT RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THEF" ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE 38. CONTRACTOR SHALL COORDINATE WITH CITY OF FONTANA PUBLIC SERVICES DEPARTMENT TO `3 I I to ESTABLISHED FOR A LATER REPLACEMENT OF THE MONUMENT. MIN. A SAWCUT EXIST. AC PAVEMENT FOR INSTALL TEMPORARY GATES IN LIEU OF ANY EXISTING SECURED GATES THAT WILL BE DISABLED to CONSTRUCT/NG CLEAN STRAIGHT DUE TO THE CONSTRUCTION AND RESTORE ALL THE GATES AND THE LOOPS TO ITS ORIGINAL CONDITION. LINE CONC. GUTTER. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL _ - _�• :>•_ : =• = ._ ; ._ <. : - a : ' TIMES. A MINIMUM 12 FOOT LANE SHALLBE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION39. CONTRACTOR SHALL COORDINATE WITH CITY OF FONTANA PUBLIC SERVICES DEPARTMENT FOR '� % i ;- ,moi i . _ - EX/ST/NG AC PAVEMENT vi MAP AREA FOR RESIDENTS AND EMERGENCY VEHICLES. ALL THE UTILITIES TO BE RELOCATED BY THE YARD STAFF DURING CONSTRUCTION. / I I SECT/ON 1 =1000, 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST 40. CONTRACTOR SHALL START THE CONSTRUCTION FROM THE DOWN STREAM END AT ,\ CLASS 560-C-3250 CONCRETE. CONTROL, INCLUDING ADEQUATE WATERING,' AT ALL TIMES. STATION 10+00 BY THE EXISTING CATCH BASIN AND WORK UPSTREAM. tV I: 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE o' - • o = , 1 SACK CEMENT SLURRY BACKFILL DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CITY OF FONTANA, UTILITY NOTIFICATION LIST • _ y .• a �r�re��rr �r NOTES r r rT CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. CITY OF FONTANA PACIFIC BELL CO. UNDISTURBED EARTH COl.i�7M CNOl® l®O i�7 QV _ 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA WATER COMPANY 21. NO TRENCH BACKFILL SHALL TAKE) PLACE WITHOUT PRIOR APPROVAL OF THE CITY ATTN: AL KROHN , 92335 ANAHEIM, CA. 92807 ... .. ,� .. STORM DRAIN PIPE. CONSTRUCT 18" RCP (SEE PROFILE FOR D-LOAD) 106 LF FONTANACA. INSPECTOR. 8440 NUEVO AVENUE (909) 350-6632 (714) 666-5500 FOR UTILITIES COORDINATION FONTANA CA. 92235 SEE PLAN FOR SIZE ( ) . O CONSTRUCT 24" RCP SEE PROFILE FOR D-LOAD 526 LF 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN INSIDE THE YARD CONTACT UNDERGROUND SERVICE ALERT (909) 822-2201 6.75' Fax: (909) 823-5046 THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE WORK UNTIL ANTHONY CIOTTI 0 (909) 350-6684 (800) 227-2600 MIN. ASTM D448 167 CRUSHED O3 CONSTRUCT CONCRETE CROSS GUTTER PER DETAIL 1 ON SHEET 1 172 LF THE SPECIFIED DENSITY IS OBTAINED. KEITH KRAMER 0 (909) 350-6684 STONE OR APPROVED ADELPHIA (CATV CUCAMONGA COUNTY WATER DISTRICT EQUAL. 4O CONSTRUCT C.B. NO. 1 PER R.GF.C. & W.C.D. STD. DWG. 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING 19 CALIF. GAS COMPANY 12TH IO, CA. 917 ATTN: SAN NARDINFIMBRES NO. CB100 AND LOCAL DEPRESS/ON NO. 2 CASE B PER ONTARIO, CA. 91761 9641 SAN BERNARDINO AVE. STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE 1981 W LUGONIA AVENUE REDLANDS CA. 92374 (909) 390-4738 RANCHO CUCAMONGA CA. 91730 2C.FC. & WC.D. STD. DWG NO. LD201 PER SHEET 7 6 EA TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. (909) 483-7440(909) 33-7547 CONC. CROSS GUTTER DETAIL 5O CONSTRUCT TR4NSMON STRUCTURE NO. 3 PER LAC.FC.D. STD. DWG. NO. 2-D188 PER SHEET 7 4 EA 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO EMERGENCIES: (800) 427-2200 GENERAL TELEPHONE COMPANY 1 �� ATTN: STEVE HOCK SCALE 1 =2 6U CONSTRUCT CATCH BAS/N OUTLET 71MMON STRUCTURE PER LAC.F.C.D. STD. DWG. NO 2-D256 PER SHEET 7-2 EA MATCH EXISTING CONCRETE. S0. CALIF. EDISON COMPANY 1400 E. PHILLIPS BLVD. 7951 REDWOOD AVE. ONTARIO, CA. 91766 O PROTECT IN PLACE a 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL FONTANA, CA 92336 (909) 469-6336 00 OF THE CITY ENGINEER, EXCEPT FOR RCB CONSTRUCTION. (909) 357- 6185 O EX/ST/NG UTILITY TO BE RELOCATED (BY OTHERS) 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES AND VERIFY SPRINT 9O EXISTING FIRE HYDRANT TO BE RELOCATED (BY OTHERS) CIS! ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING EMERGENCIES: 1 (800) 521-0579 o z FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE NOTICE TO CONTRACTOR: SHEETINDEX >O EXIST/NG CONCRETE CROSS GUTTER TO BE REMOVED 4757 SF N w PLANS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS11 SAWCUT AND DISPOSE EX/ST. AC PAVEMENT FOR CONSTRUCT/NG CLEAN 1472 SF N 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED WERE OBTAINED BY SEARCH OF ALL AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE SHEET DESCRIPTION STRAIGHT LINE CONC. GUTTER, DIM PER SHT6 N c CONFIRMED BY A CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES 1 TITLE SHEET 12 EX/ST/NG TREE TO BE REMOVED (BY OTHERS) -o GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES V-_ IMMEDIATELY. TO PROTECT ANY UTILITY LINES SHOWN OR NOT SHOWN ON THESE PLANS. I-- 13.e EX/STING MAIL BOX TO BE RELMTFD PER POST OMCE REOU/REMENT. 1 EA X a 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN FOR UTILITIES COORDINATION INSIDE THE YARD CONTACT ANTHONY CIOTTI 0 (909) 350-6684 2 PLAN & PROFILE LINE A C/)PLACED, INSPECTED AND APPROVED. I %1' .: MOYEAND REPLACE CURB AND GUTTER PER CITY STD DWG NO ° 003 125 LF o� N CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION 3 PLAN & PROFILE LINE A, A-1 & A-2 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR 15 REMDiAND REPLACE CURB ACCESS RAMP PER CITY STD DWG NO. 1006 2 EA `-�° OF STREETS. JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS 4 PLAN & PROFILE LINE B �- AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED Tp (�� t�EM�'aE # 1ACE 4 PCC SIDEWALK PER CITY STD DWG N0. 1015 8/i=SF cmc NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD 5 PLAN & PROFILE LINE B, B-1 & B-2 co 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO DESIGN PROFESSIONAL OR CITY OF FONTANA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE l7 CONST COf•�.'RETE CROSS GUTTER PER. 0Et _A�ON SHEET 7 174 LF x PLACEMENT. 31go, i. ALL MANHOLES, CLEANOUT ,FRAMES, COVERS AND VALVE BOXES SHALL PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN 6 PAVEMENT LIMITS I 114A IhTAI9- TXILTMCIR/C,AL GATES /N AZL T7MF' & RESTORE TO OR/G/AG4L CONDMON W/ REPMaMENT LS >+ N BE RAISED TO PROFESSIONAL. TO LOOPS OR OTHERS IF LIAMAGo (SEE G&!EffiV NOTES_#37.-jq),INSTALL TEMPOR4RY GATES IF NEEDEL). FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 7 STRUCTURAL DETAILS _ UNAUTHORIZED CHANGES &USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR ONS *Jr_T..4.5" AC OVER 12. OF 95,t COAPACIO I'MT1VE_ 40 TONS MATCH FINAL STREET GRADES AS DETERMINED LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN 2 ¢ BY THE STREET PLANS. WRITING AND MUST BE APPROVED BY THE ENGINEER PREPARING THESE PLANS. O OVSTRUCT 8' CONCRETE PAVEMEM W CLAS$ 560-e-JIM CUJf '." 1 "OF 95X COMPACTED MTNE 1989 SF v GRADES OF FRAME AND COVERS ARE TO oM � i REV. REVISION DESCRIPTION DATE ENGR. DATE � p O TxE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Rp.'o ESS/O � _ eCORD D (�Rw IN G I-ID-05 S NO� �, ,�j1, p Q U. M^'q� B.M. #415 P.K. NAIL IN P.P. #634955H S/W CORNER � CO w, ,.� ,�, a COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ORANGE WAY & CYPRESS T U z h9� SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, co ELEVATION =1244.61' DRAYM BY ; a� Ill 0 DIA i STEVE NAWAR FE � AS SHOV,% �e�� No. 40964 m ,_ �. J Trla VORKING Z'HE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO `'' ^� BASS OF DESIGNED eY DATE: W a BEFORE DAYS BEFORE o: YOU DIG ofL �� Exp. THE CENTERLINE BEARING OF CYPRESS AVE. BETWEEN SIEVE NAWVAR NOVE1619M 2003 c�� YOU DIG ►- 4 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sA N " t� z TOLL FREE 1-800-227-2600 `9�q CAL140 q7� CIVIL 0 ORANGE WAY AND VALENCIA AVE. = N 00' 33 57 W CHECKED BY: C BY: DRAWING NCu 1 A PUBLIC SERVICE BY UNDERGRI]UND SERVICE ALERT STANDARDS IN EFFECT. OF- CA�\F HORIZONTAL COORDINATE ARE CCS NAD-83, ZONE 5 FEUPE DATEy 7 � DATE CITY ENGINEER R.C.E. 51152 :