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Home My WebLink About4233-1A, GENERAL NOTES , 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 /N•. THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS /N THE "GREEN BOOK , THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS 5. 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 /N PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED /N THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDI TIOI ,� . UNLESS OTHERWISE DIRECTED BY THE CITY TRAFF/C ENGINEER. �V►/ Z IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT "ALL TIMES. 8. 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. 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) "FEET /N 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 EX/STS FOR GROUND MOVEMENT. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT OF WAY WITHOUT OBTAIN/NG A SEPARATE PERMIT FOR THAT PURPOSE. < 11. 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 CONTRACT UNDERGROUND SERV/CE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. i 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY- COMPANIES INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGAT/ON, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS, ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PR/OR TO WORK AROUND THEIR FACILITIES. 13. 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 i 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 15. 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. 16. THE CONTRACTOR SHALL NOT DISTURB. EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO .THE CITY ENGINEER. I Z 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 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES /N THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. 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. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. 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. , 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENG/NEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM' IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. - A 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EX/STING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EX/STING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS 2Z IF EX/STING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OR STREETS A 30. APPROVED SOILS STER/LANT IS REQUIRED UNDER ALL.- NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FIN/SHED GRADE BY THE PAVING CONTRACTOR UPON .COMPLETION OF PAVING 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGN/NG, STRIP/NG, BARRICADES, AND .OTHER TRAFFIC CONTROL DEV/CES TO THE SATISFACTION OF THE CITY TRAFFIC ENG/NEER. , , 33. AS-BULIT DRAWINGS SHALL BE PROVIDED BY THE CON_ TRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO • THE CITY ENGINEER. Dl(( 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. 35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPE MUST DIAL BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2 INCHES OVER THE REINFORCING BEFORE YOU DIG WHEN THE DESIGN VELOCITIES EXCEED '20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE FC=5000 PS/ FOR VELOC177ES EXCEEDING TOLL FREE 20 FEET PER SECOND AND FC=6000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. A PUBLIC SERVIC CITY OF FONTANA OFF-SITE S TORA4 DRA IN IMPROVEMENT PLAN x M I m, CITY OF FONTANA UTILITY ULTIMATE__ C) NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. ATTN. NORMA GUILLOT 8353 SIERRA AVENUE 1265 N. VAN BUREN STREET FONTANA, C4 92335 SUITE 180 (909) 350-6632 ANAHEIM, C4 92807 GENERAL NOTES , 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 /N•. THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS /N THE "GREEN BOOK , THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS 5. 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 /N PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED /N THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDI TIOI ,� . UNLESS OTHERWISE DIRECTED BY THE CITY TRAFF/C ENGINEER. �V►/ Z IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT "ALL TIMES. 8. 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. 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) "FEET /N 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 EX/STS FOR GROUND MOVEMENT. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT OF WAY WITHOUT OBTAIN/NG A SEPARATE PERMIT FOR THAT PURPOSE. < 11. 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 CONTRACT UNDERGROUND SERV/CE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. i 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY- COMPANIES INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGAT/ON, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS, ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PR/OR TO WORK AROUND THEIR FACILITIES. 13. 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 i 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 15. 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. 16. THE CONTRACTOR SHALL NOT DISTURB. EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO .THE CITY ENGINEER. I Z 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 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES /N THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. 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. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. 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. , 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENG/NEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM' IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. - A 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EX/STING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EX/STING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS 2Z IF EX/STING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OR STREETS A 30. APPROVED SOILS STER/LANT IS REQUIRED UNDER ALL.- NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FIN/SHED GRADE BY THE PAVING CONTRACTOR UPON .COMPLETION OF PAVING 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGN/NG, STRIP/NG, BARRICADES, AND .OTHER TRAFFIC CONTROL DEV/CES TO THE SATISFACTION OF THE CITY TRAFFIC ENG/NEER. , , 33. AS-BULIT DRAWINGS SHALL BE PROVIDED BY THE CON_ TRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO • THE CITY ENGINEER. Dl(( 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. 35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPE MUST DIAL BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2 INCHES OVER THE REINFORCING BEFORE YOU DIG WHEN THE DESIGN VELOCITIES EXCEED '20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE FC=5000 PS/ FOR VELOC177ES EXCEEDING TOLL FREE 20 FEET PER SECOND AND FC=6000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. A PUBLIC SERVIC CITY OF FONTANA OFF-SITE S TORA4 DRA IN IMPROVEMENT PLAN x M I m, CITY OF FONTANA UTILITY ULTIMATE__ C) NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. ATTN. NORMA GUILLOT 8353 SIERRA AVENUE 1265 N. VAN BUREN STREET FONTANA, C4 92335 SUITE 180 (909) 350-6632 ANAHEIM, C4 92807 (714) 666-5401 SO. C4LIFORNA GAS COMPANY COMC4ST (CABLE TV) ATTIC• GREG GASPAR ATTN. • JACK HAVES 1205 16231 VALLEY BLVD. DUPONT AVENUE ONTARIO, C4. 91761 FONTANA, C4, 92335 428-811 EMERGENCIES• (909) 390-4738 (800) 427-2200 TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EYJS77NG U77LI77ES EXCEPT VER/ZON SO: C4LIFORNIA EDISON COMPANY ATTN. STEVE HOCK 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. FONTANA, CA. 92335 (909) 820-5598 - UNDERGROUND POMOAA, C4. 91766 (909) 875-5100 - TRANSMISSIONS (909) 469-6327 (213) 637-1233 - PIPELINES FONTANA WATER COMPANY (909) 357-6233 - D/S7RIBU7701V ATTN. MICHAEL J. McGR4W CATCH BASIN 8440 NUEVO AVENUE 7o --CONSTRUCT FONTANA, C4 92335 (909)FAX. CR4WFORD CANYON MUTUAL WATER CO. 822-2201 • (909) ARN.• 84S/L J. FABR/Z/O (909) 463-9580 823-2201 5046 CONSTRUCT DOUBLE BRICK & MORTAR BULKHEAD PER PIPE CLOSURE-TYPE"B"_ 1 EA 4- 1 Fp, WEST SAN BERNARDINO WA7ER CO. UNDERGROUND SERVICE ALERT ATTN. LON TS41 (800) 422-4133 855 W. BASELINE ROAD RIALTO, C4 92377 F LAND OWNER/DEVELOPER: THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI- INSTALL 30" C.M.P. RISER PER DETAIL ON SHT. 3 2 EA w JOHN LAING HOMES BIUTY FOR THE JOB SITE COND1110NS DURING THE COURSE OF CONS7RUC710N INLAND DIVISION' INSTALL WATER QUALITY FILTER INSERT IN CATCH BASIN, FILTER TYPE TO BE _ 6 EA + 2 P -A 255 E. R/N CON ST SUITE 100 CORONA, CA 92879 CONTACT: CHRIS STAMP PHONE. (951) 272-5143 TRACT NO 17842 LOT -1__ �-- 19 AND 20 BLOCK '4 ,,G. SUBDI VISION. M. B7 9/x18 i C0. 7 nu C`OAA/T�r)C-E-) MI DEA^ nn A -A INDEX MA P SCALE. • 1 = 100 i CAL TRANS PAR-` . 9686-,�... L laMlVJ f HfC. ,7000-L - - w SHEET LIST: ` 1. TITLE SHEET 2. PLAN/PROFILE: 9+84.17 TO 18+35.33 3. PLAN/PROFILE 18+35.33 TO 23+50.07 4. LATERAL PROFILES & DETAILS NOTIGE 70 CONTRACTOR CONTRACTOR SHALL POTHOLE UTILITY 00651NG5 AND VERIFY LOCATION F ELEVATION OF ALL TO GONSTRUGTIDNTIES PRIOR SCALE IN FEET 0 100 200 3 1:1 SLOPE OR FLATTER OR ADEQUATE SHORING GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (1" MAX. SIZE). imuuw xlr� �q: a.a�� p��nu� x111mm1 n17 oSU m Co iinm - Illlxll- -� '. imiuilnnx ns xnm� S NNIIIG C • :nhnlxl pxxe xxmill 1111111 11111111�� • -� MEN 1111/1/1 � nnm uxxm� s �11 11x11 --..."ii%i .Y�n IIIn1 111111111111 71111111111111111 :� /1/lxlx` e xxq\� .. �� aianv l a xnr STORM DRAIN PIPE0.6'D' GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING. TRENCH DETAIL NOT TO SCALE -NOTES.- 1. OTES:1. TRENCH WIDTH SHALL BE CONTROLLED 4. COMPACTION SHALL BE 90% IN ALL TO TOP OF PIPE ZONE. ZONES UNLESS OTHERWISE SPECIFIED. 2. TRENCH DEPTHS OF GREATER THAN 5' TRENCH STABILITY SHALL CONFORM SHALL HAVE ADEQUATE SHORING. TO CAL -OSHA REQUIREMENTS. 3. CLASS II AGG.BASE ALL TRENCHES LESS THAN 100' IN LENGTH. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS CONSTRUCTION NOTES QUANTITIES LEGEND: 1I�- CONSTRUCT TRAPEZOID CHANNEL JUNCTION STRUCTURE PER S.B. CO. STD. 200A- 1 EA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U77LI17ES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF RECORDS, o-- INSTALL 48" RCP - D LOAD PER PROFILE 218 LF Q INSTALL 42" RCP - D LOAD PER PROFILE STORM DRAIN LATERAL AVAILABLE 646 LF TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EYJS77NG U77LI77ES EXCEPT INSTALL 36" RCP - D LOAD PER PROFILE 592 LF i So L1= - - - - - STORM DRAIN UNE THOSE SHOWN ON ]NESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE5a- INSTALL 24" RCP - D LOAD PER PROFILE 236 LF t 18 OF PRECAU77ONARY MEASURES TO PROTECT 774E U77LITY LINES SHOWN ON THESE &�- CONSTRUCT MANHOLE PER CITY STD. 3012 5 EA CATCH BASIN DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- 7o --CONSTRUCT JUNCTION STRUCTURE PER CITY STD. 3010 4 EA +2 EA SIBILITY FOR THE U77LITY PIPES, CONDU17S OR S77RUC7URES SHOWN OR NOTg�- CONSTRUCT DOUBLE BRICK & MORTAR BULKHEAD PER PIPE CLOSURE-TYPE"B"_ 1 EA 4- 1 Fp, S SEWER MAIN SHOWN ON THESE DRAWINGS DETAIL ON SHT. 5 SEWER LATERAL THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI- INSTALL 30" C.M.P. RISER PER DETAIL ON SHT. 3 2 EA w WATER MAIN BIUTY FOR THE JOB SITE COND1110NS DURING THE COURSE OF CONS7RUC710N 10 INSTALL WATER QUALITY FILTER INSERT IN CATCH BASIN, FILTER TYPE TO BE _ 6 EA + 2 P -A ' 3 OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,• THAT APPROVED BY THE CITY. WATER SERVICE 7HIS SHALL APPLY CON 77N000SLY AND NOT BE LIMITED TO NORMAL WORK/NG HOURS; Q 11 40TALL IVIWP - b LOAD Ptiz, rZ(7FILE 35 Lr SEWER MANHOLE AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER . AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,NOTE: FIRE HYDRANT IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE NO CONSTRUCTION SHALL COMMENCE NORTH OF THE EXIST. RNV STREET LIGHT ENGINEER. ON SIERRA LAKES PARKWAY (APN 0226-134-06 $ 0226-132-06) AND C.B. CATCH BASIN CONTRACTOR SHALL VERIFY ALL COND177ONS AND DIMENSIONS AND SHALL REPORTC.L.CENTERLINE WEST OF THE EXIST. RNV ON AVE. (0226-133-02) UNTIL AFTER _ ALL DISCREPANCIES TO THE ENG/NEER PRIOR TO THE COMMENCEMENT OF WORK. F. S. FTN/SH SURFACE THEIR RESPECTIVE R/W DED C( ATIONS HAVE RECORDED G.B. GRADE BREAK 0 INV. INVERT _�•}LOGK R1W RIGHT OF WAY Y CALTRANS PERMIT: 07 -6 -DM -0249 S. B. C. F. C. D. PERMIT: P-12006122 1:\102-104\storm\sd01.dw9, 7/17/200711:38:15 AM, T:1, ats ,r 1:\102-104\storm\sd01.dw9, 7/17/200711:38:15 AM, T:1, ats