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Home My WebLink About2781-1INDEX MAP scm.E: to= M • CITY OF FONTANA SEWER IMPROVEMENT PLAN "" A I? FOR TRACT NO_ 3' MAX. SIZE SELECT NATIVE BEDDING COMPACTED TO 95%. e9' :. 6• MAX. SIZE SELECT + ~' NATIVE BEDDING COMPACTED TO 90% 2 1' MAX. 312E SELECT O `f NATIVE BEDDING coMaAcr� To s. di E C 6' MIN. 60 MIN. 10• MAX. 10" MAX. TYPICAL BEDDING FOR VCP PIPE LESS THAN 10' DEEP 14775 r MAX. SIZE SELECT NATIVE BEDDING COMPACTED TO 95%. TABLE 200-1.2(A) SIEVE SIZE % PASSING - r - 3W 109 1/Y HIGHLAND, 3/r 20-80 NO.4 0-15 NO.1 0-5 ASTM C-131 TEST GRADING 0 PROJECT , _ SITE < N f UNDERGROUND SERVICEALERT VIFNINIA FID. CALL: TOLL FREE 'aASELINE. 1-800-221' s 's 49 HOURS BEFYOU 010 � � r - BENCHMARK. �►3�1 9E901" OR NOW" IF AIM INC.S HR ENGINEERING, CITY OF FONTANA, CALIFORNIA SAFETY RESPONS B I I TY S VILLAGE V MILLER AM. PUBLIC WORKS DEPARTMENT PK NAIL IN POLE #1536697E FOOTHILL BLVD. 1919 ATLAS DR. STE."A RIVERSIDE " CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE EXISTENCE AND LOCATION of ANY UNDERGROUND UTILITY PIPES CITY OF FONTANA SEWER IMPROVEMENT PLAN "" A I? FOR TRACT NO_ 3' MAX. SIZE SELECT NATIVE BEDDING COMPACTED TO 95%. e9' :. 6• MAX. SIZE SELECT + ~' NATIVE BEDDING COMPACTED TO 90% 2 1' MAX. 312E SELECT O `f NATIVE BEDDING coMaAcr� To s. di E C 6' MIN. 60 MIN. 10• MAX. 10" MAX. TYPICAL BEDDING FOR VCP PIPE LESS THAN 10' DEEP 14775 r MAX. SIZE SELECT NATIVE BEDDING COMPACTED TO 95%. TABLE 200-1.2(A) SIEVE SIZE % PASSING - r - 3W 109 1/Y 90-100 3/r 20-80 NO.4 0-15 NO.1 0-5 ASTM C-131 TEST GRADING 0 1• tw. sm s>: wT NATIVE BEDDING COMPACTED TO 90% yr c1lEe"m a BEDDING PER TABLE AT LET. r Mi4X. SIZE SACT NATIVE BEDDING COMPACTED TO Imo. ;Mmvmm"mlz sMIN. wiwc � W TYPICAL BEDDING FOR VCP PIPE 10' OR DEEPER VCP PIPE BEDDING DETAIL CAIS 1 RUCTION RTES AND ESTIMATED QUANTITIES OC S" V. C. P. SENEA MAINZ E%Tf9^ sTaiwar M CONSTRUCT 4' SEWER MANHOLE PER STD. DETAIL 0112 CONSTRUCT 4" V.C.P. SEWER LATERAL PER STD. DETAIL i12A & 125A 5a C8IJ5TRC l TERMI N Ai,. 5tWE R GL.EAMOU T PO K STO. Ot1Ai L I" CITY OF FONTANA GENERAL NOTES FOR SEWER IMPROVEMENT PLANS i. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARDS 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 NOTES. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 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 PUaLIC 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 VALUE OP€RATION AND DATER REQUIREMENTS. 4. SEWER STATIONING REFERS TO THE CENTERLINE OF STREET 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 LOCATIONS 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-.2 �1.UPW NWO 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 T0, 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. It. APPROVED SOIL STERILANT IS REQUIRED UREA ALL NEW ASP`iALT PAVEWNT PRIOR TO PLACEMENT. 12. ALL EXPOSED CONCRETE SURFACES SHALL. CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 13. NO CO'N'CRETE SMALL BE PLACED UNTIL THE FOF#G AND REINIFORCING STEEL HAVE BEEN PLACE. 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 THAT FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 13. 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 CO�JSTRUCTION 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 SACKFILL COMPACTIONt. 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 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. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENT. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON -ERODIBLE SWALES ENTERING OR LEAVINtG IMPROV€MENTS. 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 MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 25. REMOVAL AND REPLACEMENT OF EXISTINS SURVEY CONTROL, INCLUDINS 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. 26. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TINS IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 27. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR. 28. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT 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. 29. TERMINATE ALL 4" HOUSE SEWER LATERAL 3 FEET INSIDE THE LOT WITH A PLUS 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. , 30. THE SEWER CONTRACTOR SHALL CHISEL AND "X" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 31. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAT 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 32. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 33. 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. 34. THE CONTRACTOR SMALL PROVIDE AND MAINTAIN AN EFFECTIVE DANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 35. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENiT. 36. 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. 37. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES. DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AS ALL TIMES. 38. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 39. THE CONTRACTOR SHALL COMPLY WITH ALL NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (N.P.D.E.S.) PERMIT REQUIREMENTS. 40. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION TWO WORKING DAYS BEFORE EXCAVATION AT 1-800-22?- 2600 " ENGtLtCGR'S uvT C To com rKA►CTos;V THE CONTRACTOR SHALL DETERMINE QUANTITIES FOR BIDDING PURPOSES. QUANTITIES SHOWN HEREON .ARE ONLY FOR DETERMINATION OF PERMIT FEES. ANY ITEM OF WORK REQUIRED BY THESE PLANS, WHICH IS NOT LISTED ON THE BID FORM SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE OTHER ITEMS OF WORK FOR PAYMENT PURPOSES. PRIVATE ENGINEER'S NOTE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES, PERTAINING TO THESE PLANS, ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. VICINITY MAP r p RECORD DRAWING' _ f UNDERGROUND SERVICEALERT CALL: TOLL FREE 1-800-221' 49 HOURS BEFYOU 010 PRIVATE ENGINEER NOTICE TO CONTRACTORS - BENCHMARK. �►3�1 -13-0� g ve GoR o ORAwl" - INC.S HR ENGINEERING, CITY OF FONTANA, CALIFORNIA SAFETY RESPONS B I I TY S EXISTING UNDERGROUND STRUCKS ENGINEERS PLANNERS SURVEY ORS PUBLIC WORKS DEPARTMENT PK NAIL IN POLE #1536697E 1919 ATLAS DR. STE."A RIVERSIDE " CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE EXISTENCE AND LOCATION of ANY UNDERGROUND UTILITY PIPES OR STRUCTURES S . W . CORNEA OF SULTANA Al BASELINE CALIFORNIA 92501 (909) 684-9522 DRAWN BY: SEWER IMPROVEMENT PLAN E �� FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE SHALL 8E CONFIRMED IN THE FIELD BY THE TITLE SHEET PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THE REttUIRE- MENTS SHALL APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING LOCATIONS ARE APPROXIMATE AND CONTRACTOR. SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT DESIGNED BY: DATE: 1'2 N NO 04775 SEPT. tg99 t HOURS:AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER ALL LIABILITY, REAL OR ALLEGED,IN AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOW AW ANY ELEV.: 1365.00 (9/67) D LE G. GLADDING R. .E 17055 1!nET . DATE CHECKED BY: DN<i AND NGINEER HARMLESS FROM ANY AND THIS PROJECT EXCEPTING NS FOR CONNECTION WITH THE PERFORMANCE OF WORK ON I OTHER LINTS NOT OF RECORD OR NOT SHOWN �+i THESE PLANS . DATE cITY EXPIRATION DATE 06-3 -01 APPROVED: �G p TY ENGINEER R.C.E.2st2�O 2 REV. DATE DESCRIPTION LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. PLOT SEWER PLAN TITLE SHUT - 16 (6. 1901 PF: 4367 9M! 4a AIS Q67 -41e-15