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HomeMy WebLinkAbout4772-1COUNTY OF SAN BERNARDINO/CITY OF FONTANA CHERRY AVENUE INDEX MAP 1 `200' CFW"pR GENERAL NOTES: TMPpnvvMFNT PT,ANS 0 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 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 DEVELOPMENT SERVICE DIVISION, ENGINEERING DEPARTMENT 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 BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, 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 INSPECTOR. 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 FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON -ERODIBLE SWALES ENTERING OR LEAVING IMPROVEMENTS. PHILADELPHIA ST COUNTY OF SAN BERNARDINO PUBLIC WORKS DEPARTMENT DATE : RCE 23115 TOLL FREE `�1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CHERRY AVENUE 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 CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. 26. 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 CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 29. ALL 6" PROPERTY UNLESS OTH RWISELATERALS APPROVED BY THE CLL BE ISTALLED AT TY ENGINEER. A 290 MINIMUM GRADE 30. TERMINATE ALL 6" PROPERTY 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. 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 DRAIMNGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 39. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING SEWER SYSTEM FOR VERIFICATION OF LOCATION AND ELEVATION BEFORE CONSTRUCTION. 40. STATIONS SHOWN AS 0+00.00 ARE SEWER STATIONS ARE INDEPENDENT OF ALL OTHER STATIONS. 41. ALL SEWER MAIN LINES, 6 -INCHES AND LARGER, ARE TO BE INSPECTED USING A CLOSED CIRCUIT TELEVISION SYSTEM. A DVD RECORDING WILL BE MADE OF THE INSPECTION AND DELIVERED TO THE CITY INSPECTOR 42. THE CONTRACTOR IS TO PROVIDE THE INSPECTOR WITH AN AS BUILT SET OF OF JOB PRINTS WITH TIE -DOWN MEASUREMENTS FOR ALL LATERALS AND MANHOLES. WYE SHEETS SHALL BE PROVIDED. SHEET INDEX: SHEET 1 TITLE SHEET SHEET 2 SEWER PLAN AND PROFILE CHERRY AVE BEGIN CONSTRUCTION LEGEND STA 11+54.00 TO 19+00.00 ELEVATION = 1116.90 FEET FS FINISH SURFACE NGVD29 CORRECTION = 2.40 (FEET) CONSTRUCT 10" VCP(E.S.). SEWER WROUGHT IRON FENCE NG NATURAL GROUND""- CHERRY AVE CHAIN LINK FENCE 19+00.00 POWER POLE 29+00.00 TBM TEMPORARY BENCH MARK SEWER PLAN AND PROFILE RETAINING/BLOCK WALL AVE QM WATER METER TO FOUND MONUMENT SHEET RIM MANHOLE COVER ELEVATION • a.:... CONCRETE PAVEMENT STA EB ELECTRIC BOX 49+00.00 EDGE OF PAVEMENT 6 EV ELECTRIC VAULT AVE STA 49+00.00 INV INVERT ELEVATION (FL DW DOMESTIC WATER SEWER PLAN AND PROFILE TG TOP OF GRATE (INLET QC.O. SEWER CLEANOUT TO TW TOP OF WALL FL FLOWLINE TF TOP OF FOOTING TC TOP OF CURB ® WATER VALVE STA. STATION (0.00) EXISTING ® CATCH BASIN SHEET 0.00 PROPOSED FF FINISH FLOOR TOP TOP OF PIPE PE PAD ELEVATION BOP BOTTOM OF PIPE GB GRADE BREAK ----- PROPERTY LINE BVC BEGIN VERTICAL CURVE CFS CUBIC FEET PER SECOND EVC END VERTICAL CURVE S SLOPE PVI POINT OF VERTICAL INTERSECTION G1 GRADE OF BACK TANGENT G2 GRADE OF FORWARD TANGENT T.O.R. TOP OF RIM C0. EX. FIRE HYDRANT ® EX PULL BOX ® EX ELEC MANHOLE -E- EX. ELEC ® EX STORM DRAIN m EX. ItLE MANHOLE -G- EX. GAS 0 EX. LIGHT -IR W- EX. IRRIGATION ER EX ELECTRIC METER CFW"pR GENERAL NOTES: TMPpnvvMFNT PT,ANS 0 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 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 DEVELOPMENT SERVICE DIVISION, ENGINEERING DEPARTMENT 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 BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, 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 INSPECTOR. 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 FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON -ERODIBLE SWALES ENTERING OR LEAVING IMPROVEMENTS. PHILADELPHIA ST COUNTY OF SAN BERNARDINO PUBLIC WORKS DEPARTMENT DATE : RCE 23115 TOLL FREE `�1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CHERRY AVENUE 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 CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. 26. 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 CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 29. ALL 6" PROPERTY UNLESS OTH RWISELATERALS APPROVED BY THE CLL BE ISTALLED AT TY ENGINEER. A 290 MINIMUM GRADE 30. TERMINATE ALL 6" PROPERTY 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. 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 DRAIMNGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 39. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING SEWER SYSTEM FOR VERIFICATION OF LOCATION AND ELEVATION BEFORE CONSTRUCTION. 40. STATIONS SHOWN AS 0+00.00 ARE SEWER STATIONS ARE INDEPENDENT OF ALL OTHER STATIONS. 41. ALL SEWER MAIN LINES, 6 -INCHES AND LARGER, ARE TO BE INSPECTED USING A CLOSED CIRCUIT TELEVISION SYSTEM. A DVD RECORDING WILL BE MADE OF THE INSPECTION AND DELIVERED TO THE CITY INSPECTOR 42. THE CONTRACTOR IS TO PROVIDE THE INSPECTOR WITH AN AS BUILT SET OF OF JOB PRINTS WITH TIE -DOWN MEASUREMENTS FOR ALL LATERALS AND MANHOLES. WYE SHEETS SHALL BE PROVIDED. SHEET INDEX: SHEET 1 TITLE SHEET SHEET 2 SEWER PLAN AND PROFILE CHERRY AVE BEGIN CONSTRUCTION SHOULD CONSTRUCTION OF THE REQUIRED It ESS/p� IMPROVEMENTS NOT COMMENCE WITHIN TWO BREW/h cl°y YEARS OF THE DATE OF APPROVAL SHOWN HEREONcl „ z� _�' AND CARRIED FORTH IN A DILIGENT MANNER, THE W No. 48851 d EV. 09 N10 as CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH 4 clv��►� STANDARDS IN EFFECT. REV. I REVISION DESCRIPTION DATE ENGR. CITY DATE RFNCH MARK THE ELEVATIONS SHOWN HEREON ARE BASED UPON NGS GPS MONUMENT AJ1887, ELEVATION = 1661.89 FEET (NAVD 88) SITE BENCHMARKS: TBM "A'; FD 1" IRON PIPE, TAGG "L.S. 4430", FLUSH, ELEVATION = 1092.91 FEET STA 11+54.00 TO 19+00.00 ELEVATION = 1116.90 FEET TBM "C , FD 1" IRON PIPE, EMPTY, DOWN 0.20'*p ELEVATION = 1169.01 FEET NGVD29 CORRECTION = 2.40 (FEET) CONSTRUCT 10" VCP(E.S.). SEWER SHEET 3 SEWER PLAN AND PROFILE CHERRY AVE STA 19+00.00 TO 29+00.00 SHEET 4 SEWER PLAN AND PROFILE CHERRY AVE STA 29+00.00 TO 39+00.00 SHEET 5 SEWER PLAN AND PROFILE CHERRY AVE STA 39+00.00 TO 49+00.00 SHEET 6 SEWER PLAN AND PROFILE CHERRY AVE STA 49+00.00 TO 59+00.00 SHEET 7 SEWER PLAN AND PROFILE CHERRY AVE STA 59+00.00 TO STA. 64+09.27 END CONSTRUCTION SHEET 8 DETAILS, CONST. NOTES SHEET 9 PROFILE SEWER LATERALS SHOULD CONSTRUCTION OF THE REQUIRED It ESS/p� IMPROVEMENTS NOT COMMENCE WITHIN TWO BREW/h cl°y YEARS OF THE DATE OF APPROVAL SHOWN HEREONcl „ z� _�' AND CARRIED FORTH IN A DILIGENT MANNER, THE W No. 48851 d EV. 09 N10 as CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH 4 clv��►� STANDARDS IN EFFECT. REV. I REVISION DESCRIPTION DATE ENGR. CITY DATE RFNCH MARK THE ELEVATIONS SHOWN HEREON ARE BASED UPON NGS GPS MONUMENT AJ1887, ELEVATION = 1661.89 FEET (NAVD 88) SITE BENCHMARKS: TBM "A'; FD 1" IRON PIPE, TAGG "L.S. 4430", FLUSH, ELEVATION = 1092.91 FEET TBM "B", FD SPIKE & WASHER, TAGGED SBCO SURVEY, FLUSH, ELEVATION = 1116.90 FEET TBM "C , FD 1" IRON PIPE, EMPTY, DOWN 0.20'*p ELEVATION = 1169.01 FEET NGVD29 CORRECTION = 2.40 (FEET) CONSTRUCT 10" VCP(E.S.). SEWER BASIS OF BEARING: UNDERGROUND SERVICE ALERT (800) 422-4133 THE BASIS OF BEARING FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM OF 1983, ZONE 5, BASED ON THE NGS MONUMENTS "EWPP" (PID AJ1862) AND "RTHS" (PID A14503) SAID BEARING BEING S84'19'30"E. PACIFIC BELL CO. EPOCH DATE: 2007.00. 3939 E. CORONADO STREET THE LINE BETWEEN MONUMENTS OF INTERCESSION OF MANZANITA AVE. AND RANDALL AVE. CALCULATED TO BE 300 N. PEPPER AVENUE N 00' 07' 34" W, PER ABOUT REFERENCE BEARING. RIALTO, CA 92376 CITY OF FONTANA, UTILITY NOTIFICATION LIST: CITY OF FONTANA S.B.C. INC. 3939 E. CORONADO STREET 8353 SIERRA AVENUE ANAHEIM, CA 92807 FONTANA, CA 92335 (714) 666-5500 (909) 350-6632 CONSTRUCT 10" VCP(E.S.). SEWER SOUTHERN CALIFORNIA GAS COMPANY UNDERGROUND SERVICE ALERT (800) 422-4133 1981 W. LUGONIA AVENUE CONSTRUCT 12" VCP(E.S.). SEWER REDLANDS, CA 92374 L.F. (909) 335-7547 PACIFIC BELL CO. EMEGENCIES: (800) 427-2200 3939 E. CORONADO STREET SOUTHERN CALIFORNIA EDISON COMPANY ANAHEIM, CA 92807 (714) 666-5467 300 N. PEPPER AVENUE EA. RIALTO, CA 92376 VERIZON (TELEPHONE) (909) 820-5598 - UNDERGROUND 1400 E. PHILIPS BLVD. (909) 875-5100 - TRANSMISSION ONTARIO, CA 91766 213 637-1233 - PIPELINES (800) 422-4133 909 357-6505 - DISTRIBUTION INSTALL ENCASEMENT WITH 1' REINFORCED CONCRETE, SEE DETAIL 1-A ON SHEET 8 800 422-4133 FONTANA WATER COMPANY ATTN: MICHAEL J. McGRAW ADELPHIA (CABLE TV) 8440 NUEVO AVENUE 1500 S. AUTO CENTER DRIVE FONTANA, CA 92235 ONTARIO, CA 91761 (909) 822-2201 (714) 666-5500 FAX: (909) 823-5046 EXISTING UNDERGROUND STRUCTURES: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OTHER THAN AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURESCONCERNED BEFORE STARTING WORK. THESE PLANS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURE, SHOWN OR NOT SHOWN ON CONSTRUCTION NOTES & QUANTITY ESTIMATE ESTIMATE OF QUANTITIES 10 ICONSTRUCT 8" VCP(E.S.). SEWER 2,512 L.F. O2 CONSTRUCT 10" VCP(E.S.). SEWER 1,569 L.F. O3 CONSTRUCT 12" VCP(E.S.). SEWER 1,279 L.F. 40 CONSTRUCT 10", DUCTILE IRON (D.I.) PIPE 577 L.F. © CONSTRUCT 48" I.D. MANHOLE PER CITY STD. 2001 ON SHEET 8 21 EA. O PERFORM TRENCH REPAIR PER CITY OF FONTANA STD. 1008 ON SHEET 8 6,095 L.F. ® INSTALL SEWER PLUG 7 EA. 90 INSTALL ENCASEMENT WITH 1' REINFORCED CONCRETE, SEE DETAIL 1-A ON SHEET 8 96 L.F. 10 CONSTRUCT 60" I.D. MANHOLE PER CITY STD. 2001 ON SHEET 8 1 EA. 18 REMOVE EXIST. SEWER PLUG AND JOIN TO NEW MH. 1 EA. DISCLAIMER: THIS DESIGN AND MAP ARE THE PROPERTY OF BREWINGTON GROUP INC. AND MAY NOT BE MODIFIED, ALTERED OR CHANGED IN ANY FASHION WITHOUT PRIOR WRITTEN APPROVAL BY BREVANGTON GROUP INC. AND THE CLIENT FOR WHOM THE PLAN WAS PREPARED. THIS PROVISION EXTENDS TO THE RESULTING PLOT OF THIS PLAN AND THE COMPUTER DISC OR E MAIL OF THE PLAN PROVIDED. ANY VIOLATION OF THIS PROVISION WILL VOID ANY PROFESSIONAL OBLIGATION OR WARRANTY, EITHER EXPRESSED OR IMPLIED BY BREWINGTON GROUP INC. AS TO SUCH CHANGED MATERIAL BREWING TON GROUP INC 411 JENKS CIRCLE, STF 103 PHONE (950 4794148 CORONA CA 92880 FAX (95n 280-9746 REP BG07-010 ored Under The Supervision Of : HN BREWINGTON R.C.E. 4e51 DATE: 11 /26 CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLAN DRAWN BY: CHERRY AVE SEWER IMPROVEMENT NM DESIGNED BY: BEGIN CONSTRUCTION STA. 11+54.00 RC/NM 1,TO STA. 64+09,27 D CONSTRUCTION CHECKED BY: APP VED BY: DATER' j2li, JB/PD SCALE: As Noted DATE: 11/26/2008 00 0 N 0 3 0 i U)I Ln N I O 0 i Ln z a J a I Ln i w Ln z a i CD z L� I J a z i O O I f\ 0 0 0 U w O DRAWING NO.:1 U 4772 g X