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Home My WebLink About2766-1Underground SerYics .Alert COI l : TOi l Free wl 1/1 INDEX MAP SCALE i"=200, 3" MAX. SIZE SELECT NATIVE BEDDING, COMPACTED TO 95°X.. N 6" MAX. SIZE SELECT NATIVE BEDDING¢ COMPACTED TO 90%. 1" MAX. SIZE SELECT NATIVE BEDDING COMPACTED TO 90%. tS' 1bliM. tY lvm* 10" M1>tX. 10" COX. TYPICAL BEDDING FOR VCP PIPE LESS THAN 19 DEEP 3" MAX. StZE SELECT NATIVE BEDDING COMPACTED TO 95%. TABLE X00 -1.2(A) -: SIEVE SIZE % PASSING 1-1/2" - 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 V /6/Af// 1 /!lilt 5EwE-I? LATERAL STATIONS 1. LOT No; vN L a�'e a t Ste.. Laficv-41 LS t&. l to+?2 �� NATIVE BEDDING tr 5' P. SAL COMPACTED TO 90%. 10+27 L)• io+S�. -L 5 11+50. WITHOUT PRIOR APPROVAL OF -THE INSPECTOR. ' BEDDING PER TABLE 7 t 2-t 7S 8 t2�gS` CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE EXISTENCE AND LOCATION OF ANY UNDERBROUNQ UTILITY PIPES to t k+,27 It t o+ G9 12 0 +53 t3 ttt17 14 t 1 +ss I t3 3 Pio. o So . NEXT .TO THE STREET RIGHT OF WAY. THE LATERAL FROM THE UTILITY EASEMENT. R*•o So. ilk. t 7 3'v�t. a E.*_ 1$ 3� Ne.of So. 9 'J' No• So, 20 1 t t 80 2 I L I+ TO 20 22 10+S7 23 t3+58 24 t2+98 �s 12 i-3 2G 11}78 2-7 Ili -%8 - 26 rc. ,CITY OF FONTANA GENERAL NOTES FOR - - SEWER IMPROVEMENT PLANS DITCHES AND SWALES FROM ., 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, UNDERMINING STREET IMPROVEMENT. UPON INSPECTION OF THE SITE. THE CITY ENGINEER MAY REQUIRE TEMPORARY NON -ERODIBLE SWALES ENTERING OR LEAVING 1. ALL WORK SHALL BE IN ACCO J4NCE WITH THESE PLANS. THE CITY OF Ft�tlTAMA 'IMPROVEMENTS' THE CONTAACT PROVISIONS AND THE STANDARD STANDARDS PLANS. " vSPECIFICATIONS FOA PUBLIC WORKS CONSTRUCTION (GREEN BOOK") ALL ' HALL BE T*IE LATEST. EDITION 23. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE REFERENCE SPECIFICATIONS AND STANOAROS S PROPOSED- IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND UNLESS OTHERWISE NOTES• y_- ALL AFFECTED AGENCIES IMMEDIATELY. 2`:Y CONSTRUCTION PERMITS SHALL BE OBTAINED FROANYEWCITY INSPECTION TANA 24. THE CONTRACTOR SHALL iNOT DISTURB EXISTING MONUMEN .w MOHL ENT TIES OF ENGINEERING DIVISION PRIOR TO THE START OF NG DAYS PRIOR,:TO THE BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKI START OF ANY WORK IN PUBLIC RICHT-OF-MAY WITHIN THE CITY LIMITS. CALL 25. REMOVAL AND REPLACEMENT .OF EXISTING SURVEY CONTROL• INCLUDING SURVEY (909) 350-7610 • MONUMENTS, MONUMENT TIES AND BENCHMARKS. S�1ALL BE DONE BY A REGISTERED _ v ANT OR WATER MAIN CIVIL ENGINEER OR LICENSED LAND SURVEYOR., SURVEY MONUMENTS THAT WILL 3. THE CONTRACTOR SHALL OPERATE AN. FIRE HYDRANT OPRIATE WATER BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE VALVES. CONTRACTOR SHALL COORDINATE WITH HEMENTS. CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO COMPANY FOR VALUE OPERATION AND WATER REGU THAT TIES TO MONUMENTS,CAN BE ESTABLISHED FOA LATER PkPLaC€l ,NT OF THE MONUMENT. SEWER IMPROVEMENT PLAN4• SEWER STATIONING REFERS TO THE CENTERLINE OF STREET EXCEPT WHERE'' TAIN ACL'1=5S FOR LOCAL RESIDENTS AND OTHERWISE NOTED. 26. THE CONTRACTOR SHALL MAIN S a MINIMUM�12 F00T LANE SHALL BE MAINTAINED FOR TRACT NO. 147 CONSTRUCTION NOTES AND ESTIMATED QlANTITIES ia----CONSTRUCT 0' V.C.P. SEWER MAIN 2�-CONSTRUCT 1' SEiiER MANHOLE PER STD.DEtAIL 112 3a-£9NSTRIICT TEMPORARY CLEANOUT PER LETAII SAT. AIQ 2 4�-+CIMS�[T A"' Y.C.►. SEMfR LATERAL F 800 422-4133 "a" t owe Yet C" 6" MAX. SIZE SELECT 1" MAX. SIZE SELECT �� NATIVE BEDDING NATIVE BEDDING COMPACTED TO 90%. COMPACTED TO 909. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIOMT OF WAY . �IEHCr�'A14M. w0. 361 z �, N 1/2" CRUSHED STONE WITHOUT PRIOR APPROVAL OF -THE INSPECTOR. ' BEDDING PER TABLE N AT LEFT. SANITARY SOLAR LINES SHALL B£ CONSTRUCTEO�OF BELL AND SPIGOT TYPE AND SHALL CONFORM TO Pit' XG4/L /��LE� 1��T6f97�J'� CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE EXISTENCE AND LOCATION OF ANY UNDERBROUNQ UTILITY PIPES OR STRUCTURES Ij T - 8" MIM. Or Mlk 10" I1� 10"MAX TYPICAL BEDDING FOR VCP PIPE 10' OR DEEPER ,CITY OF FONTANA GENERAL NOTES FOR - - SEWER IMPROVEMENT PLANS DITCHES AND SWALES FROM ., 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, UNDERMINING STREET IMPROVEMENT. UPON INSPECTION OF THE SITE. THE CITY ENGINEER MAY REQUIRE TEMPORARY NON -ERODIBLE SWALES ENTERING OR LEAVING 1. ALL WORK SHALL BE IN ACCO J4NCE WITH THESE PLANS. THE CITY OF Ft�tlTAMA 'IMPROVEMENTS' THE CONTAACT PROVISIONS AND THE STANDARD STANDARDS PLANS. " vSPECIFICATIONS FOA PUBLIC WORKS CONSTRUCTION (GREEN BOOK") ALL ' HALL BE T*IE LATEST. EDITION 23. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE REFERENCE SPECIFICATIONS AND STANOAROS S PROPOSED- IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND UNLESS OTHERWISE NOTES• y_- ALL AFFECTED AGENCIES IMMEDIATELY. 2`:Y CONSTRUCTION PERMITS SHALL BE OBTAINED FROANYEWCITY INSPECTION TANA 24. THE CONTRACTOR SHALL iNOT DISTURB EXISTING MONUMEN .w MOHL ENT TIES OF ENGINEERING DIVISION PRIOR TO THE START OF NG DAYS PRIOR,:TO THE BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKI START OF ANY WORK IN PUBLIC RICHT-OF-MAY WITHIN THE CITY LIMITS. CALL 25. REMOVAL AND REPLACEMENT .OF EXISTING SURVEY CONTROL• INCLUDING SURVEY (909) 350-7610 • MONUMENTS, MONUMENT TIES AND BENCHMARKS. S�1ALL BE DONE BY A REGISTERED _ v ANT OR WATER MAIN CIVIL ENGINEER OR LICENSED LAND SURVEYOR., SURVEY MONUMENTS THAT WILL 3. THE CONTRACTOR SHALL OPERATE AN. FIRE HYDRANT OPRIATE WATER BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE VALVES. CONTRACTOR SHALL COORDINATE WITH HEMENTS. CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO COMPANY FOR VALUE OPERATION AND WATER REGU THAT TIES TO MONUMENTS,CAN BE ESTABLISHED FOA LATER PkPLaC€l ,NT OF THE MONUMENT. SEWER IMPROVEMENT PLAN4• SEWER STATIONING REFERS TO THE CENTERLINE OF STREET EXCEPT WHERE'' TAIN ACL'1=5S FOR LOCAL RESIDENTS AND OTHERWISE NOTED. 26. THE CONTRACTOR SHALL MAIN S a MINIMUM�12 F00T LANE SHALL BE MAINTAINED FOR TRACT NO. 147 CONSTRUCTION NOTES AND ESTIMATED QlANTITIES ia----CONSTRUCT 0' V.C.P. SEWER MAIN 2�-CONSTRUCT 1' SEiiER MANHOLE PER STD.DEtAIL 112 3a-£9NSTRIICT TEMPORARY CLEANOUT PER LETAII SAT. AIQ 2 4�-+CIMS�[T A"' Y.C.►. SEMfR LATERAL F 800 422-4133 "a" t owe Yet C" UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND AtsPA0YE0 BUSINESSES Al ALL TIME . AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 3. • PRIVATE ENGINEER'S NOTICE TO CONTRACTORS NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIOMT OF WAY . �IEHCr�'A14M. w0. 361 SAFETY RESPONSIBILITY EXISTING STRUCTURES WITHOUT PRIOR APPROVAL OF -THE INSPECTOR. ' INFORMATION. HOWEVER, IT SHALL BE THE CONTRACTOR TO DETERMINE. IN THE FIELD. THE TRUE LOCATIONS AND ' N THE PROPER PRECAUTION 28. SANITARY SOLAR LINES SHALL B£ CONSTRUCTEO�OF BELL AND SPIGOT TYPE AND SHALL CONFORM TO Pit' XG4/L /��LE� 1��T6f97�J'� CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE EXISTENCE AND LOCATION OF ANY UNDERBROUNQ UTILITY PIPES OR STRUCTURES Mf&M JY/L1.W #tMd /ALC FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THES ELF/.' /�i�S:GI PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THE REQUIRE- LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE TERMINATE ALL 4" i2" BELOW THE GROUND' SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST SHALL TERMINATE 3 FEET MENTS SMALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT NEXT .TO THE STREET RIGHT OF WAY. THE LATERAL FROM THE UTILITY EASEMENT. HOURS: AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED.IN TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWN AND ANY 30. CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CABLE RECLAIMED WATER. SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ISE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. UTILITY COMPANIES SHALL AROUND THEIR FACILITIES. 31• OEM 1 i 45 L.f. SCA 2 FII. q0f Lir 11-13-011 a4fr 111RLGORD DQ,b.W(w a" PRIVATE ENGINEER'S NOTE THE PRIVATE ENGINEER SIOIINB THE9E PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES, PERTAIMING TO THESE PLANS, ARISING DURIM6 CONSTRUCT)OM, THE PRIVATE EM6INF-ER SMALL BE RESPOMSIBLE FOR DETERMWING AN ACCEPTABLE SDLUTIOM AND REV151 G TME PL"ra FOR APPROYAL BY THE FESS/0 CITY. G. GL4 NO, 17055 * EXP.6-30-01 sr i V i�- elf OF CAL'�� RECORD DRAWING• HR ENGINEERING,INC, CITY OF FONTANA, CALIFORNIA ENGINEERS PLANNERS SURVEYORS PU13LIC WORKS DEPARTMENT 1919 ATLAS DRIVE . SUITE A j RIVERSIDE CALIFORNIA e2501 pH. 68I-9522 DRAWN BY: SEWER IMPROVEMENT PLAN SCALE DESIGNED BY: TITLE SHEET DATE: �yO�N . h! TRACT N0 . 14775-1 L�IJCs. 19q DAL G. CLADDING R.0 1705 DAT CHECKED B p�y�. �,y_» DMC. N0. _ A.,P.C. .3. CITY ENGINEER R.C.E. 2Sf2b 27(D�D l.3 4210 UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND AtsPA0YE0 BUSINESSES Al ALL TIME . AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 3. • ALL PRIOR TO PAVING OF STREETS. 27. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIOMT OF WAY . S. UTILITIES SHOWN HAVE BEEN DETERMINED FROM -AVAILABLE THE LOCATIONS OF UTIL RESPONSIBILITY OF THE WITHOUT PRIOR APPROVAL OF -THE INSPECTOR. ' INFORMATION. HOWEVER, IT SHALL BE THE CONTRACTOR TO DETERMINE. IN THE FIELD. THE TRUE LOCATIONS AND ' N THE PROPER PRECAUTION 28. SANITARY SOLAR LINES SHALL B£ CONSTRUCTEO�OF BELL AND SPIGOT TYPE AND SHALL CONFORM TO hIE AND TO EXERCISE ELEVATION OF ANY EXISTING THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND VITRIFIED Y PIPE (V.C.P.) EXTRA STRENGTH CLASS THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. -7 TO AVOID DAMAGE SERVICE ALERT AT 1-800-422-4133'TWO WORKING DAYS BEFORE EXCAVATION! HOUSE SE WEIR LATERAL 3 FEET INSIDE THE LOT WITH A.PLUG �... 7. ALL MAmW)LES, CLEANOUT FRAMES. COVERS AND VALVE BOXES SHALL BE-. RAISED OF PAVING• 29. TERMINATE ALL 4" i2" BELOW THE GROUND' SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST SHALL TERMINATE 3 FEET TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION NEXT .TO THE STREET RIGHT OF WAY. THE LATERAL FROM THE UTILITY EASEMENT. •• THE CONTRACTOR SHALL COORDINATE CO NSTRUCTION WITH ALL UTILITY T0, GAS, TELEPHONE,' ELECTRIC, INSIDE THE LOT AS. MEASURED AND "X" IN, THE FACE t]F THE CUFIG AT COMPANIES INCLUDING, BUT NOT LIMITED TELEVISION. LANDSCAPING, LANDSCAPE IRRIGATION. DOMESTIC WATER. ALL 30. THE SEWER CONTRACTOR SHALL CHISEL THE LOCATION OF THE SFW£A LATERAL. CABLE RECLAIMED WATER. SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ISE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK - CONSTRUCTION IS TO BE DOW IN PHASES, THE CONTRACTOR SHALL UTILITY COMPANIES SHALL AROUND THEIR FACILITIES. 31• IF SEWER PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAT 150 OF FONTANA STANDARD DETAIL AS -BUILT DRAWINGS SHALL BE PROV IDED BY THE CONTRACTOR TO THE ENGINEER FEET FROM THE DOWNSTREAM. MANHOLE, SEE CITY FOR TERMINAL CLEANOUT. 9. OF RECOW.`-WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEE.. 32. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS 10. WHEN CONFLICT IS FOUND 'TO EXIST I N THE CONTRACT DOCUMENTS THAT CAN NOT -. IONS-IN "GREEN • OTHERWISE APPROVED BY THE. CITY E BE RESOLVED BY REFERENCE TO PRECEDENCE PROYISTTHE B� CONTRACTOR SHALL IMMEDIATELY REPORT SAID C NFLIC 33. EXISTINS PRIOR TO CONSTRUCTION,• THE CONTRACTOR SHALL EXPOSE EXIS I THE ENGINEER FOR RESOLUTION. I FACILITIES, AND VERIFY' ELEVATION AND LOCATION OF CONNECTIONS. CITY MPLY APPROVED SOI L STERILANT IS REGUIREO`UNDER ALL NEW ASPK&LT PAVEMENT APRRECTNESS OFPROVAL OFNNECTIONS ELEVATTIONSOOR LOCATIONSEXISTING SHOWNON THEEOES PLANS. CO CO 11. PRIOR TO PLACEt4EWT .' GAItOE• COLOR AND FINISH 34. THE CONTRACTOR SHALL AN EFFECTIVE MEANS OF OUST SURFACES SHALL Ct�NF0A11 IN ALL EXPOSED CONCRETECONTROL. INCLUDING ADEOUATEEWATERINGNTATNALL TIMES. .12. TO MATCH EXISTING CONCRETE. STEEL HAVE ` 35. SHORT VCP. STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT 13. NO CONCRETE SHAL L BE PLACED UNTIL THE FORMS ANO REIWORCING MANHOLE WALLS TO ALLOW- FOR MINOR DEFLECTIONS IN ALIGNMENT. BEEN PLACE. INSPECTED .AND APPROVED. (S) FEET IN 36. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROLPOLICIES.ETHODS SEQIIO 14. GAEATEA THAN FIVE THE WALLS AND FACES OF ALL EXCAdATI05AND OF THE GROUND Of; OTHE# ED IN DEP TH SHALL BE GUARDED BY SHORING, SLOPING REGUIREMENTS OF THE DIVISION OF UNLESSOOTHHERWISEEDIRECTED BYTTHE CITYTTRAFFICAENGINEER. APPROVED MEANS PURSUANT TO THE INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAT FIVE POTENTIAL EXISTS. FOR GROUND 37. IT SHAADES�, THE BEAT IORLITY -FIC CONTROL DEVICES TASNALL TIMES. (5) FEET SHALL ALSO BE GUARDED WHEN THE OTHER TRO MOVEMENT. , 15. THE CtNdTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EET'CAV � TRENCH 38. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF.THE DAY WITHOUT PRIOR WORK FOR TRENCHES FIVE .(5) FEET OR GREATER I SAFETY. APPROVAL OF THE CITY ENGINEER. CALIFORNIA STATE DIVISION OF INDUSTRIAL 'THE CITY 39. THE HPERMITAREa�IAEMENTgTION DISCHARGE 16. KF LL SHALL TAKE PLACE WITHOUT PflIt�A. APPROVAL, Of NO TRENCH BAC I EL IMINATIONTSYSTEML (NCPMOLE SIS INSPECTOR. SHALL NOT CAUSE ANY EXCAVATED MATERIAL..; MUD. SILT OR 40. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION TWO WORKING GAYS BEFORE EXCAVATION AT 1-800-422-4133. 17. THE CONTRACTOR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERT ADJACENT TO THE WAY DURING CONSTRUCTION WITHOUT PRIOR WAITTE APPROVAL.., 41. THE CONTRACTOR SHALL DETERMINE QUANTITIES FOR BIDDING PURPOSES- RIGHT OF RIGHT OF THE CONTRACTOR TO, MAINTAIN QUANTITIES SHOWN HEREON HARE ONLY FOR DETERMINATION OF PERMIT FEES. WORK REQUIRED BY THESE PLANS, WHICH IS NOT LISTED ON THE 18. IT SHALL. BE THE RESPONSIB BARRICADES• DELINEATORS OW OTHER TRAFFIC CONTROL AT ALL TIMES. ANY ITEM OF BID FORM SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE OTHER .ITEMS ENGINEER SHALL CERTIFY ALL BACKFILL'COMPACTION. OF WORK FOR PAYMENT PURPOSES. 19. A GEOTECHNICAL H LL REQUIDENSITY IS OBTAINED. RE-WORKINGO FAILURE TO OBTAIN, THE REQUIRED.DENSITY SHALL THAT PORTION OF THE WORK UNTIL THE SPECIFIED 20. ALL MATERIALS ANO:METHOOSARE SU9JECT TO THE APPROVAL OF>THE CITY ENGINEER. 21. AROL STAKES SHALL. Of SET BY THE ENGINEER TO Q�EQUATE' CCWSTRUCTION CONT EHMAAKSS. HAMD ENABLE THE CONTRACTOR TO CONSUF�RTTHEWPRESERVATO TIONLOF BENCAN BE RESPONSIBLE CONTRACTOR SHALL .CONSTRUCTION CONTROL. STAKING DURING CONSTRUCTION. i 1 i 45 L.f. SCA 2 FII. q0f Lir 11-13-011 a4fr 111RLGORD DQ,b.W(w a" PRIVATE ENGINEER'S NOTE THE PRIVATE ENGINEER SIOIINB THE9E PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES, PERTAIMING TO THESE PLANS, ARISING DURIM6 CONSTRUCT)OM, THE PRIVATE EM6INF-ER SMALL BE RESPOMSIBLE FOR DETERMWING AN ACCEPTABLE SDLUTIOM AND REV151 G TME PL"ra FOR APPROYAL BY THE FESS/0 CITY. G. GL4 NO, 17055 * EXP.6-30-01 sr i V i�- elf OF CAL'�� RECORD DRAWING• HR ENGINEERING,INC, CITY OF FONTANA, CALIFORNIA ENGINEERS PLANNERS SURVEYORS PU13LIC WORKS DEPARTMENT 1919 ATLAS DRIVE . SUITE A j RIVERSIDE CALIFORNIA e2501 pH. 68I-9522 DRAWN BY: SEWER IMPROVEMENT PLAN SCALE DESIGNED BY: TITLE SHEET DATE: �yO�N . h! TRACT N0 . 14775-1 L�IJCs. 19q DAL G. CLADDING R.0 1705 DAT CHECKED B p�y�. �,y_» DMC. N0. _ A.,P.C. .3. CITY ENGINEER R.C.E. 2Sf2b 27(D�D l.3 4210