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Home My WebLink About3519-1!twlpmpll- fig. , 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF , EXISTING STORM DRAIN FONTANA STANDARD PLANS. THE CONTRACT PROVISIONS AND THE STANDARD SANITARY SEWER SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK-). ALL RCP - REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION CB - CATCH BASIN UNLESS OTHERWISE NOTED. INVERT 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA DW - DOMESTIC WATER COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO TOP OF CURB GB - THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909)350-7610. 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 4. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN 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 INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 7. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED 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, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, 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. 12A. ALL REINFORCED CONCRETE SHALL BE 3,250 PSI, AT 28 DAYS, PORTLAND CEMENT TYPE IV. 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 OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 15. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES FIVE (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 ENGINEERS 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 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 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 OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 28. 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. 29. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 30. 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. 31. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 32. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN TH BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL CE TIMES. 89 27 33. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 34. MINIMUM D -LOAD FOR ALL RCP (S.D. PIPE) IS 1350. p O �_VVVVVVVVVVIAM TOLL FREE �1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION A Q�oFEsso�q! coQ��,��,EW- �N4 K ". - J" INDEX MAP No. 63494 =0 MAT HEW C. HICK S Exp. Sept. 30, 2008 RCE NO. 63494 EXP. 09-30-08 SCALE : 1" = 100' s�9T CIVIL ��Q DATE: OF CAI�F�� DATE ENGR. I CITY I DATE 2\ ADD HYDRAULIC DATA TO PROFILE: RECORD DWG 04/08 My Q frEV/SED Ord Nd. G -L LDGAT/O.V 4Ivr�J�/LE 410] 1 )FRG 01/ SN'r B SY DAV/D & VANIF AA O@/dTRl SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND »10g STANDARDS IN EFFECT. ' m mi VICINITY M., AP NOT TO SCALE NOTICE TO CONTRACTOR 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT UNDERGROUND SERVICE ALERT (PHONE: 1-800-227-2600) 48 HOURS IN ADVANCE OF ANY EXCAVATION FOR THE MARK -OUT OF THE LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. 3. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY. NOTIFY THE ENGINEER OF WORK IF ANY DISCREPANCIES IN UTILITY LINE LOCATIONS ARE FOUND. 4. LOCATIONS AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF ,NEW WORK. 5. CONTRACTOR 1S REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 6. A PRE CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF ANY CONSTRUCTION AS SHOWN ON THIS SET OF PLANS. CONTRACTORS ATTENDANCE IS MANDATORY. 7. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PURCHASE A CURRENT COPY OF ALL APPLICABLE STANDARD DRAWINGS PRIOR TO THE START OF ANY CONSTRUCTION SHOWN WITHIN THIS SET OF PLANS. LEGEND - PROPOSED STORM DRAIN EXISTING STORM DRAIN SANITARY SEWER DOMESTIC WATER RCP - REINFORCED CONCRETE PIPE CB - CATCH BASIN INV - INVERT SS - SANITARY SEWER DW - DOMESTIC WATER TC - TOP OF CURB GB - GRADE BREAK SDAIL Y.' FS - FINISHED SURFACE Ar 10, ®FESS � CO 1`a'^ Z t k, �l DAVID E VL.1 N S r 13 �Amo A SS DC 1 A T*E S fmc.' .q/90p LJ \�� A•ZOD CDNCUZ SUITE ZDO �� OAITA/Z/0 CALI FVRV14 9/7!o¢ �IV1 4. ®r��1F PNU�UE: 90a QB1.57S0 _..... _ SHEET INDEX SHT. 1 GENERAL NOTES, VICINITY MAP AND INDEX MAP w_. S TOR DRAIN IMPROVEMENT PL 11 S 9_0 SHT. 2 DETAILS SHT. 3 DETAILS SHT. 4 DETAILS -#` SHT. 5 LINE "A" O NER/DEVEL OPER SHT. 7 LINE "A" EMPIRE LAND SHT. 8 LINE "D" 3536 CONCOURS AVE. SHT. 9 LINE "E" ONTARIO, CA 91764 SHT. 10 LINE "B" (909) 987-7788 SHT. 11 LINE "B" CONTACT: JIM MULLINS SHT. 12 LATERALS PROFILES E Q n I i 1 PLANNING ■ DESIGN ■ CONSTRUCTION CITY 0F FONTANA, CAL'FOR ' Q Rot nSIpy� � 3536 CONCOURS, SUITE 220 ! ONTARIO, CALIFORNIA 91764-5592 STORK DRAM IiVIPROVE6EI�IT PLANS 909.531.0196 ■ FAX 909.581.0192 ■ www.R!3F.com DRAWN BY: T�,TLE SHEET SCALE:NTS W No.63494 CONSULTING J.S. � Exp. 9/30/06 � JOB NUMBER lr 01 V I\-` PREP RE UN TH SU `IS OF: DESIGNED BY: TRAGI 16495-1 15-100634• Q 9lF OF C kv\E � DATE: 4,3-� CHECKED B ;APP, OVIE Y• DRAWING NO. 1 �d -4 3519 MATT EW C. HICKS RCE N0. 63494 EXP. 09-30-06 R.J. RI(�nRnn ce�lnnvnl a c F �,11�,� nnTr. 72