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Home My WebLink About3623-1GENERAL NOTES FOR S[UU[R SYSTEM 1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARDS PLANS, THE CONTRACTOR PROVISIONS AND THE STANDARDS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"), ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NU|EU, 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 RE3OLUTJON, 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 COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK, INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS, CALL (909) 35O-7610. 5, THE CONTRACTOR SHALL CONFORM ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBES IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROL, 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, B. THE WALL 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 EXIST 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 LOCATION 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 AUTHORIZATIOM, CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIRENENTS, 13, STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED, 14, ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE CET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES, THE CONTRACTORS SHALL BE RESPONSIBLE FOR THE PRESERVATIONS OF BENCH NARKS 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 3URV[YCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENTS 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 BUSINESS AT ALL TIMES, A MINIMUM 22 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, 2l. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL, CONPACTION, FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL BE REQUIRED 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-ERODEABLE CWALES ENTERING OR LEAVING IMPROVEMENTS, 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 THAT 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 (\(C.P) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISION OS 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, SHORTS VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT, 28, PRIOR TO THE CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONC, CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATION OR LOCATIONS SHOWN ON THE PLANS, 29, ALL 4~ HOUSE LATERALS SHALL BE INSTALLED AT 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER, 30. TERMINATE ALL 4° HOUSE 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 A CURB AT LOCATION OF 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, 23. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED' INSPECTED ADD APPROVED, 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO \ PAVING OF STREET3, 35, APPROVED SOILS 3TERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENTS PRIOR TO PLACEMENT, 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRAD[ 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 DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER, o + + _ m ATA } S T R E S89"46130"W 300,0' E T 18+47 /1-211,91 LATERAL ONLY 6" PKHN |\ /` 6 0' [L| \ qp 1- ' �J | / | / 60' 6 0' 6O' 60' S89^46'30°W 300' ALL UTILITIES SHOWN ON THIS WAP WERE GATHERED FROM AVAILABLE INFORMATION FROM ENGINEERING DEPARTMENT OF SAN RERN/\RDIO COUNTY CIVIL -LAND ENGINEERS, IS NOT IN ANY WAY IMPLYING TO THE ACTUAL LOCATION OF SUCH UTILITIES SHOWN HEREON, CONTRACTOR SHALL OBTAIN EXACT UNDERGROUND LOCATION FROM UNDERGROUND SERVICE ALERT TELEPHONE # /800\ 427-4133 THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR , OF LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PL/\NS, ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPAR-R OF THESE PLANS, I C � T Y M A P ( DW FEET ) 1 inch =40 ft. MERRILL AVE MARTIN AVE Li ry RANDALL AVE, SE U0 A AVE FILBERT STREET Cl JOB S,__ ITE CONSTRUCTION NOTES: /T\ `�/ INSTALL 8" EXTRA STRENGTH \(C.P SEWER PIPE (9l INSTALL 4" EXTRA STRENGTH V.C.P, SEWER LATERAL PER CITY OF FONTANA STD. DWG. NO. 125 (1) INSTALL SEWER MANHOLE PER CITY OF FONTANA STD. (g) REMOVE EXISTING CAP AT THE END OF STUB ON THE EAST SIDE OF MANHOLE (MH -6) STA. @19f78 OF PEPPER 5T. AND CONNECT NEW SEWER PIPE. PLUG TERMINAL CLEAN OUT WITH SLURRY OR CONCRETE CEM ENT N �� T| ��[ T/� CONTRACTORS- ON-SITE �� T[� � ��T�� , ! � �� / � L/L_ | L/ ��/ � ! / � �� L, / \J| \ .}, {)N-S|TE AND OFF-SITE IMPROVEMENTS REQUIRE SEPARATE PERMITS PRIOR TO CONSTRUCllQN, THE DISCHARGE OF ANY WATER, SAND. MUD, (}!L. PETROLEUM OR OTHER POLLUTANTS SHALL BE PREVENTED FROM LEAVING THE SITE AND ENTERING A PUBLIC STREET, STORM DRAIN, OR FLOOD CONTROL CHANNEL, UWAUTOR|Z[LCHANCES UANC[S AND USES 0' [L| \ qp 1- ' �J | / | / 60' 6 0' 6O' 60' S89^46'30°W 300' ALL UTILITIES SHOWN ON THIS WAP WERE GATHERED FROM AVAILABLE INFORMATION FROM ENGINEERING DEPARTMENT OF SAN RERN/\RDIO COUNTY CIVIL -LAND ENGINEERS, IS NOT IN ANY WAY IMPLYING TO THE ACTUAL LOCATION OF SUCH UTILITIES SHOWN HEREON, CONTRACTOR SHALL OBTAIN EXACT UNDERGROUND LOCATION FROM UNDERGROUND SERVICE ALERT TELEPHONE # /800\ 427-4133 THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR , OF LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PL/\NS, ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPAR-R OF THESE PLANS, I C � T Y M A P ( DW FEET ) 1 inch =40 ft. MERRILL AVE MARTIN AVE Li ry RANDALL AVE, SE U0 A AVE FILBERT STREET Cl JOB S,__ ITE CONSTRUCTION NOTES: /T\ `�/ INSTALL 8" EXTRA STRENGTH \(C.P SEWER PIPE (9l INSTALL 4" EXTRA STRENGTH V.C.P, SEWER LATERAL PER CITY OF FONTANA STD. DWG. NO. 125 (1) INSTALL SEWER MANHOLE PER CITY OF FONTANA STD. (g) REMOVE EXISTING CAP AT THE END OF STUB ON THE EAST SIDE OF MANHOLE (MH -6) STA. @19f78 OF PEPPER 5T. AND CONNECT NEW SEWER PIPE. PLUG TERMINAL CLEAN OUT WITH SLURRY OR CONCRETE CEM ENT N �� T| ��[ T/� CONTRACTORS- ON-SITE �� T[� � ��T�� , ! � �� / � L/L_ | L/ ��/ � ! / � �� L, / \J| \ .}, {)N-S|TE AND OFF-SITE IMPROVEMENTS REQUIRE SEPARATE PERMITS PRIOR TO CONSTRUCllQN, THE DISCHARGE OF ANY WATER, SAND. MUD, (}!L. PETROLEUM OR OTHER POLLUTANTS SHALL BE PREVENTED FROM LEAVING THE SITE AND ENTERING A PUBLIC STREET, STORM DRAIN, OR FLOOD CONTROL CHANNEL, UWAUTOR|Z[LCHANCES UANC[S AND USES CONSTRUCTION NOTES: /T\ `�/ INSTALL 8" EXTRA STRENGTH \(C.P SEWER PIPE (9l INSTALL 4" EXTRA STRENGTH V.C.P, SEWER LATERAL PER CITY OF FONTANA STD. DWG. NO. 125 (1) INSTALL SEWER MANHOLE PER CITY OF FONTANA STD. (g) REMOVE EXISTING CAP AT THE END OF STUB ON THE EAST SIDE OF MANHOLE (MH -6) STA. @19f78 OF PEPPER 5T. AND CONNECT NEW SEWER PIPE. PLUG TERMINAL CLEAN OUT WITH SLURRY OR CONCRETE CEM ENT N �� T| ��[ T/� CONTRACTORS- ON-SITE �� T[� � ��T�� , ! � �� / � L/L_ | L/ ��/ � ! / � �� L, / \J| \ .}, {)N-S|TE AND OFF-SITE IMPROVEMENTS REQUIRE SEPARATE PERMITS PRIOR TO CONSTRUCllQN, THE DISCHARGE OF ANY WATER, SAND. MUD, (}!L. PETROLEUM OR OTHER POLLUTANTS SHALL BE PREVENTED FROM LEAVING THE SITE AND ENTERING A PUBLIC STREET, STORM DRAIN, OR FLOOD CONTROL CHANNEL, UWAUTOR|Z[LCHANCES UANC[S AND USES