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Home My WebLink About2771-1KRISTINS WAY 16 1'1 18 7 N g 13 � f1 14 2D ' 5 1D ' 4. � i3 I 21 )1 12 = 22 3 SMARW -A . q �R.CP. 25 2'1 Z6 25 24 I ME '23 SEE SHEET 3 R.c,e 41, SEE SHEET 2 � .5wErxT DUAL C.M.P.A. BASE.L)UE At" 2' MAX fat 11AWa 4 SIX COWAGNO 46Z i' I 74 -TT, INDEX MAP mT # 'sm �CTm TME COWACTiCO q 0Po I r, GOIrACTMCO SCALE: 1`- 200' TO wx • ,• MGP I flip 'rte oemm rcR it Rcr LEss mm w OCLP Mil .s. VICINITY NAP N.T.f. TAAG 200-L2 w 9" Mia[ R2G WAGE PASM1P 1"S CITY OF FONTANA GENERAL NOTES FOR CTTYOF FONTANASTORM DRAIN IMPROVEMENT PLANS 17 THE CONTRACTOR SHALL NOT CAUSE ANA' EXCA\ ATED :11ATERIAL. MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CiTY OF FONTANA STANDARD PLANS, THE PRIOR WRITTENR PPIROVAL PROPERTY ADJACENT TO THE RiCHT OF \\:\A' DURi\G CONSTRUCTION WITHOUT CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE 16 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER NOTED. TRAFFIC CONTROL AT ALL TITLES. 2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO t9 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (904) 350-76(0. OBTAINED. C O A L COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, 25 dc DOMESTIC WATER. RECLAIMED WATER, SEVER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY 3 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTORSHALLY0 COORDINATE WiTH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. ALL MATERIALS AND METHOt4S ARE SUBJECT TO THEAPPROVAL OF THE CITY ENGINEERANAGPLAN COMPANIES SHALL BE GiVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACiLITIS. 3 EA. 4 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. ADEQUATE CONSTRUCTION CONTROL STAKES SHLL BE SET BY THE ENGINRLE THE CONT 2t TO CONSTRUCT THE WORK O THE PLAN GRAD SA THE CONTRACTOR SHALL ETRESPOENANSiBLE FOR THEACTOR AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL ` PROJECT S ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. VALNU'f sT. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINSSES AT ALL TIMES. A MINIMUM - F O SITE 1 EA• 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 6 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, iT 22 CARE SHOULD BE TAKEN T FROM UNDERMININGUIEMP R STREET IMPROVEMENTS. UPON IN O PREVENT GRADS, DITCHES, AND ENGINEER ' INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON - N SAFETY RESPONSIBILITY v�iN.0 ilo. 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. ERODEABLE SWALES ENTERING OR LEAVING iNMPROVEMENTS. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RiGHT OF WAY WiTHOUT PRIOR APPROVAL OF 11 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-4224133 TWO WORKING DAYS BEFORE EXCAVATION. Y3 iF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WiTH THE PROPOSED IMPROVEMENTS, THE FBASELINE ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING 26 PRIOR TO CONSTRUCTION; THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF`CONNECTiONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. CONCRETE. RD. NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 13 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND A PPRO\'E0. 29 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING BY THE ADEQUATE WATERING, AT ALL TIMES. 7 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. i 's < HOURS: AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL REQUIRED TO IN THE MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. M TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWN AND ANY 15 MDMA 00 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NIAINTAIN BARRICADES. DELINEATORS OR OTHER TRAFFIC CONTROL DE'G ES AT ALL TiMES. mume ANA FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 16 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 32 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. VnA AM Y 33 THE CONTRACTOR SHALLCOMPLY WITH ALL NATIONAL POLLUTION DISCHARGE ELIMINATION AV. 34 THE CONTRACTOR SHALL DETERMINE QUANTITIES FORBIDDING PURPOSES. QUANTITIES SHOWN HEREON ARE v ONLY FOR DETERMINATION OF PERMIT FEES. ANi' 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. VICINITY NAP N.T.f. TAAG 200-L2 w 9" Mia[ R2G WAGE PASM1P 1"S CITY OF FONTANA GENERAL NOTES FOR CTTYOF FONTANASTORM DRAIN IMPROVEMENT PLANS 17 THE CONTRACTOR SHALL NOT CAUSE ANA' EXCA\ ATED :11ATERIAL. MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CiTY OF FONTANA STANDARD PLANS, THE PRIOR WRITTENR PPIROVAL PROPERTY ADJACENT TO THE RiCHT OF \\:\A' DURi\G CONSTRUCTION WITHOUT CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE 16 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER NOTED. TRAFFIC CONTROL AT ALL TITLES. 2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO t9 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (904) 350-76(0. OBTAINED. 3' iM R SIR HATK - sm COtACTiO MI[ 1:• w►Ic. sac. r MAIL sac clorwX"m 4m I o rm c C"ArK SIX 1�ACTCO TO � s• War in, CIM w" STOW 2EswII: PIR sm. Wu& rOR rlALlt; � wasls CON�TAJGTi011 TML.; f No u W wow TYPI & eEI M ECR RCP m' in � 8 C O A L COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, 25 REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT DOMESTIC WATER. RECLAIMED WATER, SEVER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY 3 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTORSHALLY0 COORDINATE WiTH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. ALL MATERIALS AND METHOt4S ARE SUBJECT TO THEAPPROVAL OF THE CITY ENGINEERANAGPLAN COMPANIES SHALL BE GiVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACiLITIS. 3 EA. 4 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. ADEQUATE CONSTRUCTION CONTROL STAKES SHLL BE SET BY THE ENGINRLE THE CONT 2t TO CONSTRUCT THE WORK O THE PLAN GRAD SA THE CONTRACTOR SHALL ETRESPOENANSiBLE FOR THEACTOR AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL ` MONUMENTS CAN BE ESTABLISHED FOR LATERREPLACEMENT OF THE MONUMENT. ' S ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 26 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINSSES AT ALL TIMES. A MINIMUM - F O WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY 1 EA• 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 6 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, iT 22 CARE SHOULD BE TAKEN T FROM UNDERMININGUIEMP R STREET IMPROVEMENTS. UPON IN O PREVENT GRADS, DITCHES, AND ENGINEER ' INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON - N SAFETY RESPONSIBILITY @__45 45_" GMP IG GA. 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. ERODEABLE SWALES ENTERING OR LEAVING iNMPROVEMENTS. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RiGHT OF WAY WiTHOUT PRIOR APPROVAL OF 11 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-4224133 TWO WORKING DAYS BEFORE EXCAVATION. Y3 iF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WiTH THE PROPOSED IMPROVEMENTS, THE 12 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING 26 PRIOR TO CONSTRUCTION; THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF`CONNECTiONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. CONCRETE. TRACT NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 13 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND A PPRO\'E0. 29 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING BY THE ADEQUATE WATERING, AT ALL TIMES. 7 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. Y4 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TiES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 30 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED "W.A.T.C.H. HOURS: AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL REQUIRED TO IN THE MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWN AND ANY 15 THE CONTRA T RSH L 31 3' iM R SIR HATK - sm COtACTiO MI[ 1:• w►Ic. sac. r MAIL sac clorwX"m 4m I o rm c C"ArK SIX 1�ACTCO TO � s• War in, CIM w" STOW 2EswII: PIR sm. Wu& rOR rlALlt; � wasls CON�TAJGTi011 TML.; f No u W wow TYPI & eEI M ECR RCP m' in � 8 C O A L COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, 25 REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT DOMESTIC WATER. RECLAIMED WATER, SEVER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY 2 EA. TiES AND BENCH MAEKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR COMPANIES SHALL BE GiVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACiLITIS. 3 EA. 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 TIS TO g AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL ` MONUMENTS CAN BE ESTABLISHED FOR LATERREPLACEMENT OF THE MONUMENT. ' 1 EA. PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.i. 26 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINSSES AT ALL TIMES. A MINIMUM - 10 WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY 1 EA• 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 112. Ill._c.y. REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN. BOOK", THE CONTRACTOR SHALL IMMEDIATELY SAFETY RESPONSIBILITY @__45 45_" GMP IG GA. REPORT SAiD CONFLICT TO THE CiTY ENGINEER FOR RESOLUTION. 27 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RiGHT OF WAY WiTHOUT PRIOR APPROVAL OF 11 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. I_EA.. THE INSPECTOR. 12 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING 26 PRIOR TO CONSTRUCTION; THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF`CONNECTiONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES CONCRETE. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 13 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND A PPRO\'E0. 29 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING BY THE ADEQUATE WATERING, AT ALL TIMES. 14 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (S) FEET iN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS 30 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED "W.A.T.C.H. HOURS: AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL REQUIRED TO IN THE MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWN AND ANY 15 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 3 31 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NIAINTAIN BARRICADES. DELINEATORS OR OTHER TRAFFIC CONTROL DE'G ES AT ALL TiMES. FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 16 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 32 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 33 THE CONTRACTOR SHALLCOMPLY WITH ALL NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (N.P.D.E.S.) PERMIT REQUIREMENTS. 34 THE CONTRACTOR SHALL DETERMINE QUANTITIES FORBIDDING PURPOSES. QUANTITIES SHOWN HEREON ARE ONLY FOR DETERMINATION OF PERMIT FEES. ANi' 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. CONSTRUCTION NOTES AND ESTIMATED QUANTITIES CONSTRUCT 16(6--R.C.P. (0=1350) 1470 L.F. 20-- CONSTRUCT CATCH BASIAL NO. 3 PER L.A.C. f. C.U. STD. DWG. NO. 2-D IIc3 2 EA. (3 --- CONSTUCT MAM1 TOLE N0. 2 PER L.A.C. F. C.D. PER STD. DWG. N0, 2-D184 3 EA. 4�—CONSTRUCT TRANSITION_ STRUCTURE NO.3 PER L . A . C . F . C . D . STD-. DWG. NO. 2-D IBB (A=45° . B= SU', C=4', 01 6 D2- 42", ELEV. S. = 52.59) 1 EA. — REMOVE AND REPLACE EXISTING PAVEMENT IN KIND -11150 S.F. 6�--COUSTRUCT 30" R.C.P. (D-1350) G4- L. F. 19 CONST>iZUCT UNOER5I0EWALK DRAIM PER C lTY STV. NO, 124 1 EA• 21 SAS1t4 1rxcAVATION 112. Ill._c.y. 2? IN<,E7 13oX SAFETY RESPONSIBILITY @__45 45_" GMP IG GA. Ar '24" cMP 16 GA. _ _.. 204 LA= 25 .IN:ciTA.LL FENCE �u----&RATE ALHAM_13.2A A-1'5bG 01, EQUP, L I_EA.. U tz- 3.0 0At I `R ecoRD orZaw►N G" 411 1ttb 2 11-5 02 ar �a9Mr\ retlreenent.gee S1,eet 4. (1• REV. DAT DESCRIPTION i.,'• '. C HR ENGINEERING, INC. ENGINEERS PLANNERS SURVEYOR 1919 ATLAS DR. STE."A" RIVERSIDE 1 CALIFORNIA 9250 (909) 684-9522 114. DALE G. GLADOING R C.E 17055 EYP. t.. An.nl 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. �" RECOR1 DRAW1NGI` A?PRovt=n : Z -e -R9 M{,1 BY DAT S ARRA ON SMT. 1, or -4 AgeA OUT1..1NTrO INCLUOtNCo CATGN PSASIiNIS W = 21.00 f 14.04) '6 o" Rc P At40 3l4" t<C P 'io e.G,17+112.13 ON W� 4oF4 VETE►NSION 13a51N,1NL1E_v bo)C$ L11�1'_'•A"(;AS"6MPJ Q. , wNy , CaA,C- p) ANO M.". AT 9 TA. 110+90. CITY OF FONTANA, CALIFyORNIA S PUBLIC WORKS DEPARTMENT FDESIGNEDI : DRAINAGE PLAN SCALE: TITLE SHEET DATE: BY:D.N. TRA T NO 14775-1 BY: �/i yy DwG. NC.DATE APPROVED: 12-77/ } M CITY ENGINEER R.C.E. 251 to 6 4267 7001 4267 I, UNDERGROUND SERVICE ALERT CALL: TOLL FREE 1-800-422-4133 48 HOURS BEFORE YOU OIG PRIVATE ENGINEER'S NOTICE TO CONTRACTORS BENCHMARK: #361 SAFETY RESPONSIBILITY EXISTING UNDERGROUND STRUCTURES PK NAIL IN POLE 111536697E CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES S.W. CORNER OF SULTANA & FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE BASELINE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THE REQUIRE— LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE MENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CONTRACTOR. SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT HOURS: AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO ELEV.: 1365.00 (9/67) AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED.IN TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWN AND ANY CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. U tz- 3.0 0At I `R ecoRD orZaw►N G" 411 1ttb 2 11-5 02 ar �a9Mr\ retlreenent.gee S1,eet 4. (1• REV. DAT DESCRIPTION i.,'• '. C HR ENGINEERING, INC. ENGINEERS PLANNERS SURVEYOR 1919 ATLAS DR. STE."A" RIVERSIDE 1 CALIFORNIA 9250 (909) 684-9522 114. DALE G. GLADOING R C.E 17055 EYP. t.. An.nl 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. �" RECOR1 DRAW1NGI` A?PRovt=n : Z -e -R9 M{,1 BY DAT S ARRA ON SMT. 1, or -4 AgeA OUT1..1NTrO INCLUOtNCo CATGN PSASIiNIS W = 21.00 f 14.04) '6 o" Rc P At40 3l4" t<C P 'io e.G,17+112.13 ON W� 4oF4 VETE►NSION 13a51N,1NL1E_v bo)C$ L11�1'_'•A"(;AS"6MPJ Q. , wNy , CaA,C- p) ANO M.". AT 9 TA. 110+90. CITY OF FONTANA, CALIFyORNIA S PUBLIC WORKS DEPARTMENT FDESIGNEDI : DRAINAGE PLAN SCALE: TITLE SHEET DATE: BY:D.N. TRA T NO 14775-1 BY: �/i yy DwG. NC.DATE APPROVED: 12-77/ } M CITY ENGINEER R.C.E. 251 to 6 4267 7001 4267 I,