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HomeMy WebLinkAbout3568-1SE WER 1TvfPR 0 VETvfEl V T PjL-A I V BOYLE AVE FROM POPLAR AVE 700'+/- WEST POPLAR AVE FROM BOYLE AVE 3 10'+/- SOUTH ASSESSOR'S PARCEL NUMBER 0237-042-01 ST�NC A.P.N. 0237 042 01I LU N ° z I Q� L4 OC Uj J W o ina - Q V1 LLj 3: W W � ° w LLI LL, N I I Ln I OCL o O 0 0 � W ° ° O 0 a O Ij i Ind p a O w a a d l =,J=0 0 0 ::7 AVE N - -&--- - - - - - - i. Ir' i< NT AP 5i R5'TV, -- -- -- - -- - - I FI u'7t IU Lff (tt Fl, i ,A[3rV! F d .:57 ti�R Lit P ['ARYL J b3AN t Pil GI, I CPARI € ,.±AKi wNNE: C C7 pR C CA`i3 UkRCh L,,,, i'�. EDWARD,' -,c. P r 237043 iv .v43 7 nn2,%-04., r- AFN ',a P n L '"-A)U�DCCf ESiiRAC, : �tNb�F, / �� nt3uENCEc111TIM . A Er iF)F.I.GC of ai e`r5'ORaGc I O OUTDC10 P A L LEE T S -TI 0FAGE I �- �mji O� SEE SHEET 2--// QOS�p QUO INDEX MAP ice SCALE Il 100' LU Q�OQO N SEE SHEET 3 cn N X LU i BENCHMARK: TOP OF FIRE HYDRANT LOCATED AT THE CORNER OF SLOVER AVENUE AND POPLAR AVENUE. ELEV. 1052.64 Lk VICINITY MAP -I -NTS THOMAS BROS. GUIDE PG. 604, E-7 RECORD DRAWING `A5 BU►LT "INFORMA-nDAf Is C bMP/LCV FgP,-7 A VAFIE-rY bF 5bv,Tr-CsINGLUPltl& j3l No -r LIMI75pTa TI 0617-Y Or raN-rAA19. THE TERM "PS 5UIL7'Do 57s NcrrGaNstIrvrC Il IMPLY R F1ELo gvlZv6Y aF 7-WEP9aPc9T}! TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION R6Gorzp RpwiN(> �j�LOGA7E �j�y�/��C 39 � fj?o7y7 GURS Z f7 CL,6AR Ext s t' c�l�s L1alE '` CONSTRUCTION NOTES/ESTIMATES OF QUANTITIES* © INSTALL 10" "EXTRA STRENGTH" VCP SEWER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _______ 975 LF OINSTALL G" VCP "EXTRA STRENGTH" SEWER LATERAL - - - - - - - - - - - - - - - - -__--- 4 E OINSTALL MANHOLE PER CITY OF FONTANA STD. 1 12 - - - - . _ _ _ - . . 5 EA ® REMOVE/REPLACE EXISTING PAVEMENT - - - - - . - - - - - - - - 3820 5F �5 SAWCUTEXISTINGPAVEMENT--- ------------------------ - - -- -- - 1540 540 LF ' ©PROTECTINPLACE------------------------------ - O EXISTING F.H. TO BE RELOCATED PER STREET IMPROVEMENT PLANS - - - - - - - - - - - - - - i EA " ESTIMATE OF QUANTITIES IS FOR PERMIT PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR OWN QUANTITIES. II PRIVATE ENGINEER'S NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE CITY/COUNTY RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN', OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREE5THAT HE SHALL ASSUME SOLE' AND COMPLETE RESPONSIBILITY FOR JOB 51TE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE ENGINEER'', HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. DATE ENGR. CITY I DATE 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. VALLEY BLVD Q Q Q CITY OF FONTANA, CALIFORNIA W SAN BERNARDINO Q Lj <FRWY d & ASSOCIATES X SEWER gMPROVEMENT PLANS 2 Q w w 345 5TH STREET, SUITE B �w� LViN W. LU fl Q U 3 creR, n1- 3 64 z rn DRAWN BY - SW BOYLE AVE FROM POPLAR AVE 700't/ -WEST � SCALE: SCALE: A5 SHOWN T OYLE AVE ,u � 3I 5 it s, CIV �, PROJE DESIGNED BY: U SITE DATE: p LANDSCAPE ARCHnECNP.E 5URVMG _ k", 9%r. .Q�\ CF F V SLOVER AVE MWT J F FEB. 2004 W. Thatcher, III R.C.E. 39964 Exp, Dec 3 1, 2005 CAL CHECKED BY- APPR VEID BY:�` �% �!f DRAWING NO.. I ��l'� 0 0. Date repared Lk VICINITY MAP -I -NTS THOMAS BROS. GUIDE PG. 604, E-7 RECORD DRAWING `A5 BU►LT "INFORMA-nDAf Is C bMP/LCV FgP,-7 A VAFIE-rY bF 5bv,Tr-CsINGLUPltl& j3l No -r LIMI75pTa TI 0617-Y Or raN-rAA19. THE TERM "PS 5UIL7'Do 57s NcrrGaNstIrvrC Il IMPLY R F1ELo gvlZv6Y aF 7-WEP9aPc9T}! TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION R6Gorzp RpwiN(> �j�LOGA7E �j�y�/��C 39 � fj?o7y7 GURS Z f7 CL,6AR Ext s t' c�l�s L1alE '` CONSTRUCTION NOTES/ESTIMATES OF QUANTITIES* © INSTALL 10" "EXTRA STRENGTH" VCP SEWER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _______ 975 LF OINSTALL G" VCP "EXTRA STRENGTH" SEWER LATERAL - - - - - - - - - - - - - - - - -__--- 4 E OINSTALL MANHOLE PER CITY OF FONTANA STD. 1 12 - - - - . _ _ _ - . . 5 EA ® REMOVE/REPLACE EXISTING PAVEMENT - - - - - . - - - - - - - - 3820 5F �5 SAWCUTEXISTINGPAVEMENT--- ------------------------ - - -- -- - 1540 540 LF ' ©PROTECTINPLACE------------------------------ - O EXISTING F.H. TO BE RELOCATED PER STREET IMPROVEMENT PLANS - - - - - - - - - - - - - - i EA " ESTIMATE OF QUANTITIES IS FOR PERMIT PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR OWN QUANTITIES. II PRIVATE ENGINEER'S NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE CITY/COUNTY RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN', OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREE5THAT HE SHALL ASSUME SOLE' AND COMPLETE RESPONSIBILITY FOR JOB 51TE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE ENGINEER'', HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. DATE ENGR. CITY I DATE 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. 'repared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA THATCHER ENGINEERING ?_Of Ess, oti9� & ASSOCIATES X SEWER gMPROVEMENT PLANS 345 5TH STREET, SUITE B �w� LViN W. GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA 5TANDARD 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 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. CONSTRUCTION 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) 350-7G 10. 5. THE CONTRACTOR SHALL CONFORM TO AL 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. G. 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 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. 1 1. 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 CALTRAN5. 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. I G. 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 CON5TRUCTi6N 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 INSPECTOR. 2 1 . 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 15 OBTAINED. 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. 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 FOR 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 CLA55 AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. 2G. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27. SHORT VCP 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 ALL CONNECTIONS TO EXISTING FACILITIES DOSE NOT IMPLY CORRECTNESS OF ELEVATION OR LOCATIONS SHOWN ON THESE 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 SEWER 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. 3 1. THE SEWER CONTRACTOR SHALL STAMP AN "5" 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 FORM 5 AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIORTO PAVING OF STREETS. 35. APPROVED SOIL STERILANT 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIORTO PLACEMENT. 3G. 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 RECORDS, WHO SHALL PROVIDED RECORD DRAWINGS TO THE CITY ENGINEER. LOCAL. SF-W5R A S5F-5S KEW AREA ND. Z 'repared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA THATCHER ENGINEERING ?_Of Ess, oti9� & ASSOCIATES X SEWER gMPROVEMENT PLANS 345 5TH STREET, SUITE B �w� LViN W. REDLAND5, CA. 92374 909 8- FAX 909 748-7776 74 7777 ( ) ( ) 3 creR, n1- 3 64 z rn DRAWN BY - SW BOYLE AVE FROM POPLAR AVE 700't/ -WEST � SCALE: SCALE: A5 SHOWN i MD PLANNING CIVIL ENGINEERING ,u � 3I 5 it s, CIV rn Z7 � DESIGNED BY: i _ - .�- POPLAR AVE FROM BOYLE AVE 310 0'+/ -SOUTH DATE: p LANDSCAPE ARCHnECNP.E 5URVMG _ k", 9%r. .Q�\ CF F V MWT J F FEB. 2004 W. Thatcher, III R.C.E. 39964 Exp, Dec 3 1, 2005 CAL CHECKED BY- APPR VEID BY:�` �% �!f DRAWING NO.. I ��l'� 0 0. Date repared eslgne y raven y Re erence No. eet a 107601 2/19104 M.W.T. 5W 1076015 1/3 CITY ENGINEER R.C.E. 51152 EXP. 9/30/05 '' `` 3 i