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HomeMy WebLinkAbout4284-1GENERAL NOTES 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 THAN 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. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRICTION PERMITS 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 THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. 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. 8. 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. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. 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. 11. 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 12, THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14. 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 STAKING DURING CONSTRUCTION. 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, 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. 17. 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 CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19. 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. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 21. 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. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FORM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL OF TERMINAL CLEANOUT. 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL 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. ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27. SHORT V.C.P. STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 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. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30. TERMINATE ALL 4" HOUSE 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. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 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. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS � @ BEFORE YOU DIG OWNER /DEVELOPER: NEWWEST HOME 450 NEWPORT CENTER DRIVE, SUITE 480 NEWPORT BEACH, CA 92660 (949) 640-6420 * FAX: (949) 640-9310 BENCHMARK: CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. ELEV.= 1428.6090 REV. CITY OF FONTANA SEWER IMPROVEMENT PLANS TRACT N0. 162 43 J_ 1J EXIST. R/W TRACT BOUNDARY 11 12 TRACT 16046 J j3- j\j19 2-716/44-4-7 M.H 14 15 16 EXIST. R, 17 VICINITY MAP NO SCALE THOMAS BROS. 2005 EDITION PAGE 644, GRID E-2 REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE I , � -1-5 EXIST. R/W TRACT 15655-719 NLP 267178-81 14 13 I 17 111 10 J TRACT B01 UNDARI � ^ - 14 1 13 1 12 1 11 DESCRIPTION QUANTITY O1 30 FREEWAY 2 �0 M.H. � 3� 30 POST LANE > a .�P� 2 SEE SOUTH HIGHLAND AV. 0-5 ASTM C 131 TEST GRADING B SOIL COMPACTED 95% GRUMAN AV. = 6" MAX. SIZE NATIVE 1 2 WRIGHT J a YEAGER AV. 6 7 COURT GENERAL TELEPHONE COMPANY m z =Z 1909 213 637-1233 - PIPELINES 1400 E. PHILLIPS BLVD. 909 357-6223 - DISTRIBUTION BELLGROVE�`' z aQ J ATTN: BILL VANDERKIEFT, JR. > WAY 8440 NUEVO AVE. FONTANA, CA. 91766 J ``' FAX: (909) 823-5046 Q WALNUT AV. =N00'08'38"E PER TRACT OFFET AV. 3ASELINE } 15655-9, M.B. 266/62-64 RD CITY of W SEAL -ENGINEER PROJECT w SITE I SEWER IMPROVEMENT I TRACT BOUNDARY a- r11 1A LUC R0 SOLORIJ' I U LOT 'C' IS A WQMP BASIN. r Lr)\1EN ARY SCr1DDL SCALE: (951) 785-5122 * FAX (951) 785-5180 A r.IH LANDINCS TRACT 16243 1"=100' �m No. 25917 TITLE EET r� DATE: SAN BERNARDINO FRWY SE VICINITY MAP NO SCALE THOMAS BROS. 2005 EDITION PAGE 644, GRID E-2 REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE I , � -1-5 EXIST. R/W TRACT 15655-719 NLP 267178-81 14 13 I 17 111 10 J TRACT B01 UNDARI � ^ - 14 1 13 1 12 1 11 INDEX MAP - "RECORD DRAWING" SCALE: 1 "=100' w �pQAOFESS��N� �kQ P,aD A. Soz co CO OF 25917 Z rn Cr EXPIRES 20 12/31/09 �l OF 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 STANDARDS IN EFFECT. 70 / 6 - r 1J 0 10 1 1F3 1 VTRACT BOUNDARY 1 1-MACT 133 6 -0 M 266/62-64 M.H. 4 Jb5 9 1 -14 L 13 ITEM DESCRIPTION QUANTITY O1 SHEE 2 O2 M.H. � 3� I LCEXIMST. 8" WATER M.H. 2 SEE 214 S.F. NO. 8 0-5 ASTM C 131 TEST GRADING B SOIL COMPACTED 95% OD = 6" MAX. SIZE NATIVE 1 2 3 4 5 6 7 of GENERAL TELEPHONE COMPANY I ATTN: IVAN ROBIDOUX 1909 213 637-1233 - PIPELINES 1400 E. PHILLIPS BLVD. 909 357-6223 - DISTRIBUTION 66 1045 (N60) 0846 CRAWFORD CANYON MUTUAL WATER CO. J ATTN: BILL VANDERKIEFT, JR. ATTN: MICHAEL J. MCGRAW 0 8440 NUEVO AVE. FONTANA, CA. 91766 (909) 822-2201 FAX: (909) 823-5046 =N00'08'38"E PER TRACT 15655-9, M.B. 266/62-64 CITY OF FONTANA, W SEAL -ENGINEER CSL ENGINEERING, INC. I SEWER IMPROVEMENT I TRACT BOUNDARY a- r11 1A LUC R0 SOLORIJ' I LOT 'C' IS A WQMP BASIN. r Lr)\1EN ARY SCr1DDL SCALE: (951) 785-5122 * FAX (951) 785-5180 A r.IH LANDINCS INDEX MAP - "RECORD DRAWING" SCALE: 1 "=100' w �pQAOFESS��N� �kQ P,aD A. Soz co CO OF 25917 Z rn Cr EXPIRES 20 12/31/09 �l OF 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 STANDARDS IN EFFECT. 70 / 6 - r 1J 0 10 1 1F3 1 VTRACT BOUNDARY 1 1-MACT 133 6 -0 M 266/62-64 M.H. 4 Jb5 9 1 -14 L 13 ITEM DESCRIPTION QUANTITY O1 CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD. DETAIL 2001 4 EA. O2 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN 554 L.F. 3 INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY OF FONTANA STD. DETAIL 2005 697 L.F. OSAWCUT AND REMOVE EXISTING PAVEMENT AND REPLACE IN KIND WITH NEW PAVEMENT PER CITY OF FONTANA STD. DETAIL 1008 214 S.F. �k QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES AND BID A COMPLETE JOB, FOR "D" < 10' QA & © = 1" MAX. SIZE SELECTED PERCENTAGE PASSING SIEVES NATIVE BEDDING FONTANA, CA. 92335 COMPACTED TO 90% © = 3" MAX. SIZE NATIVE 100 SOIL COMPACTED 95% DO = 6" MAX. SIZE NATIVE 20-60 SOIL COMPACTED 90% TABLE: 200-1.2 (A) SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2- FONTANA, CA. 92335 1 - 3/4" 100 1/2" 90-100 3/8" 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 TEST GRADING B "D" 8" VCP 6" MI 10" MA PIPE SOIL COMPACTED 90% FINISH STREET SUBGRADE 12" C SLOPE PER , ROECOMMENIDATION 12" MIN. PIPE O.D. 4" MIN. 6" MIN. TO" MAX. TRENCH "1 WIDTH 1 TYPICAL TRENCH f BEDDING DETAIL NOT TO SCALE CITY OF FONTANA, UTILITY NOTIFICATION LIST CITY OF FONTANA FOR "D" > 10' QA = 1" MAX. SIZE SELECTED FONTANA, CA. 92335 NATIVE BEDDING (909) 350-6632 COMPACTED TO 90% © = 1/2" CRUSHED STONE BEDDING SO. CALIF. GAS COMPANY PER STD. SPECS. FOR PUBLIC ATTN: DENNIS FREEMAN WORKS CONSTRUCTION TABLE 1981 W. LUGONIA AVENUE 200-1.2 (A) SHOWN HEREON. © = 3" MAX. SIZE NATIVE (909) 335-7EMERGENCIES54 SOIL COMPACTED 95% OD = 6" MAX. SIZE NATIVE PIPE SOIL COMPACTED 90% FINISH STREET SUBGRADE 12" C SLOPE PER , ROECOMMENIDATION 12" MIN. PIPE O.D. 4" MIN. 6" MIN. TO" MAX. TRENCH "1 WIDTH 1 TYPICAL TRENCH f BEDDING DETAIL NOT TO SCALE CITY OF FONTANA, UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. 8353 SIERRA AVE ATTN: VIRGINIA BECKER FONTANA, CA. 92335 3939 E. CORONADO STREET (909) 350-6632 ANAHEIM, A) 66 5467807 SO. CALIF. GAS COMPANY 6- PROPOSED FH ATTN: DENNIS FREEMAN UNDEGROUND SERVICE ALERT 1981 W. LUGONIA AVENUE (800) 227-2600 REDLANDS, CA. 92374 SEWER MAIN AND (909) 335-7EMERGENCIES54 ST ) (800) 427-2200 ATTN:A JACKCABHAYESN � TERMINUS SEWER 1205 DUPONT AVE. SO. CALIF. EDISON COMPANY ONTARIO, CA. 91761 (909) 390-4738 300 N. PEPPER AVENUE RIALTO, CA. 92376 u-- 820-5598 - UNDERGROUND GENERAL TELEPHONE COMPANY 909 875-5100 - TRANSMISSION ATTN: IVAN ROBIDOUX 1909 213 637-1233 - PIPELINES 1400 E. PHILLIPS BLVD. 909 357-6223 - DISTRIBUTION 66 1045 (N60) 0846 CRAWFORD CANYON MUTUAL WATER CO. FONTANA WATER COMPANY ATTN: BILL VANDERKIEFT, JR. ATTN: MICHAEL J. MCGRAW (619) 868-6040 8440 NUEVO AVE. FONTANA, CA. 91766 (909) 822-2201 FAX: (909) 823-5046 JN748/748-SEWER1.DWG/07-03-07/S:100 LEGEND 6- PROPOSED FH SEWER MANHOLE (3- EXISTING FH SEWER MAIN AND LATERALS -W-W- PROPOSED WATER � TERMINUS SEWER MANHOLE EXISTING WATER ' ' SEWER PLUG u-- PROPOSED WATER SERVICE - " ` SEWEEWR CLEANOUT - - --(�- - - EXISTING OR PROPOSED SEWER & .MANHOLE BASIS OF BEARINGS: CENTERLINE OF BEECH AVENUE AS BEING =N00'08'38"E PER TRACT 15655-9, M.B. 266/62-64 CITY OF FONTANA, CALIFORNIA SEAL -ENGINEER CSL ENGINEERING, INC. SEWER IMPROVEMENT PLANS 11651 STERLING AVENUE, SUITE E RIVERSIDE, CALIFORNIA 92503 pQROFAss%Nq Sci �F` DRAWN BY: SCALE: (951) 785-5122 * FAX (951) 785-5180 SE TRACT 16243 1"=100' �m No. 25917 TITLE EET DESIGNED BY: DATE: PREPARED BY: R.C.E. NO. 2 917 * Exp. 12/31/07 * SE MAY, 2007 `rql CIVIC FOF' CA\2W EXP. 12/31/07) S B" a -07 CHECKED BY APPR ED BY ,�3,0 DwOF SHEET DATE: RAS J'M' 4284 1 2 RICHARD A. SCIANNI ITY ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 JN748/748-SEWER1.DWG/07-03-07/S:100