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Home My WebLink About2776-1GENERAL 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 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 PUBLIC 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 VALVE OPERATION AND WATER REQUIREMENTS. 4 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN 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 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. 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 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. 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. 11 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 12 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 13 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, 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 THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 15 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. 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 CONSTRUCTION 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 BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL BE 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, SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON—ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 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 SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 25 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. 26 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 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 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 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 30 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. 31 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 32 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 33 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. INDEX MAP NTS PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND, HOLD. THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. Underground Service Alert 0 CALL TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG _ RECORD DRAWING THM RECCI D J!4jAwfNrC HAVE BEEN PREPARED, IN KRT, ON THE RAS r?F 1fA C~TION COMPILED AND F! RNISHFD SY C'I=` Z3 NE ENGINEER WILLNOT SE f-,-5P0NS1DLE FOR AINY ERIPORS OR OMLSSIC NS WHICH HAVE SEEN iNCORPOPATED WTO THE DOCUMENTS AS VICINITY MAP NTS 3/4:1 SLOPE OR GREATER OR ADEQUATE SHORING _ NOT6= 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE. �\ 9OX COMPACTED \/ 2. TRENCH DEPTHS OF GREATER THAN 5' NATIVE BACKFILL SHALL HAVE ADEQUATE SHORING. 3' MAX. SIZE \/� 3. CLASS II AGG.BASE ALL TRENCHES // GRANULAR BEDDING FROM / LESS THAN 100' IN LENGTH. / �/� SELECTED TRENCH SIDE MATERIAL (1- MAX. SIZE). 6" MIN N IIN, 8 --MAX. Z o III _j NOM COMPACTION SHALL BE 90% IN ALL w J ZONES UNLESS OTHERWISE SPECIFIED. d 1= III TRENCH STABILITY SHALL CONFORM a LI TO CAL -OSHA REQUIREMENTS. III- II SEWER OR WATER MAINGRAN0.6'D' III= 111= ULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING. TRENCH DETAIL NOT TO SCALE w-A"j-%-C CONSTRUCTION NOTES QUANTITIES O1 CONSTRUCT MANHOLE PER A.P. W.A. STD. N0. 320-1. 1 EA O CONSTRUCT JUNCTION STRUCTURE PER A.P. W.A. STD. N0. 332-1. 2 EA O3 CONSTRUCT JUNCTION STRUCTURE PER A.P. W.A. STD. N0. 331-2. 3 EA O4 CONSTRUCT MANHOLE PER A.P. W.A. STD. N0. 322-1. t EA O5 CONSTRUCT CATCH BASIN PER A. P. W. A. STD. N0. 300-2. 6 EA 10 INSTALL 18" RCP, D—LOAD PER PROFILE. 89 LF 11 INSTALL 24" RCP, D—LOAD PER PROFILE. 240 LF 1Q INSTALL 36" RCP, D—LOAD PER PROFILE. 1060 LF 1Q CONSTRUCT MANHOLE PER A. P. W. A. STD. N0. 321-1. 2 EA 15 INSTALL 60" RCP, D—LOAD PER PROFILE. 190 LF JOIN EXISTING RCP. 1 EA t oe DUNCAN w Z CYN. RD. Q � Uj w �xP w > Y w SUMMIT AVENUE w � U w V p Cn U U O PROJECT w LOCATION HIGHLAND AVENUE BASELINE AVENUE VICINITY MAP NTS 3/4:1 SLOPE OR GREATER OR ADEQUATE SHORING _ NOT6= 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE. �\ 9OX COMPACTED \/ 2. TRENCH DEPTHS OF GREATER THAN 5' NATIVE BACKFILL SHALL HAVE ADEQUATE SHORING. 3' MAX. SIZE \/� 3. CLASS II AGG.BASE ALL TRENCHES // GRANULAR BEDDING FROM / LESS THAN 100' IN LENGTH. / �/� SELECTED TRENCH SIDE MATERIAL (1- MAX. SIZE). 6" MIN N IIN, 8 --MAX. Z o III _j NOM COMPACTION SHALL BE 90% IN ALL w J ZONES UNLESS OTHERWISE SPECIFIED. d 1= III TRENCH STABILITY SHALL CONFORM a LI TO CAL -OSHA REQUIREMENTS. III- II SEWER OR WATER MAINGRAN0.6'D' III= 111= ULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING. TRENCH DETAIL NOT TO SCALE w-A"j-%-C CONSTRUCTION NOTES QUANTITIES O1 CONSTRUCT MANHOLE PER A.P. W.A. STD. N0. 320-1. 1 EA O CONSTRUCT JUNCTION STRUCTURE PER A.P. W.A. STD. N0. 332-1. 2 EA O3 CONSTRUCT JUNCTION STRUCTURE PER A.P. W.A. STD. N0. 331-2. 3 EA O4 CONSTRUCT MANHOLE PER A.P. W.A. STD. N0. 322-1. t EA O5 CONSTRUCT CATCH BASIN PER A. P. W. A. STD. N0. 300-2. 6 EA 10 INSTALL 18" RCP, D—LOAD PER PROFILE. 89 LF 11 INSTALL 24" RCP, D—LOAD PER PROFILE. 240 LF 1Q INSTALL 36" RCP, D—LOAD PER PROFILE. 1060 LF 1Q CONSTRUCT MANHOLE PER A. P. W. A. STD. N0. 321-1. 2 EA 15 INSTALL 60" RCP, D—LOAD PER PROFILE. 190 LF JOIN EXISTING RCP. 1 EA t