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Home My WebLink About4774-114709 SO. HIGHLAND AVE. VICINITY MAP CONSTRUCTION NOTES QUANTITIES GENERAL NOTES FOR SEWER PLANS 10 INSTALL 8" V.C.P. EXTRA STRENGTH SEWER MAIN LINE 259 L.F. 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD 210 FRWY SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS 20 CONSTRUCT 48" SEWER MANHOLE PER CITY STD. 2001 1 EA. OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE S. HIGHLAND AVE. REMOVE EXISTING PLUG AND CONNECT PROPOSED 8" 1 EA. PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. V.C.P. SEWER LINE 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 PROJECT SITE O INSTALL 6" V.C.P. SEWER LINE 27 L.F. 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. w O5 INSTALL SEWER CLEAN-OUT PER CITY STD. 20051 EA. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL z OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. Li j ,� N.T.S. O6 INSTALL 8" VCP PLUG 1 EA. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. Li ] 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE Q BASELINE RD. 11 c Q CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. >_ z = 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 ry Q U OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE w cn w (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. _ m 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. U 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 LEGEND U IT I LITI ES COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. CENTERLINE ELECTRICITY: SO. CALIFORNIA EDISON COMPANY (800) 684-8123 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN -- -- PROPERTY LINE & RIGHT-OF-WAY LINE 9500 CLEVELAND AVE GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. RANCHO CUCAMONGA, CA 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY EXISTING CURB, GUTTER OR SIDEWALK ENGINEER. PROPOSED CURB, GUTTER OR SIDEWALK GAS: SO. CALIF. GAS COMPANY (909) 889-9711 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A 16231 VALLEY BLVD. REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE ----(S)- - - - EXISTING SEWER LINE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER S PROPOSED SEWER LINE FONTANA, CA 92335 REPLACEMENT OF THE MONUMENT. - - - -(SD)- - - EXISTING STORM DRAIN LINE SO. CALIF. GAS COMPANY (909) 529-2889 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. - - - -(W)- - - - EXISTING WATER LINE TRANSMISSION DIVISION 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. p SEWER MANHOLE 2191 E. BIRCH ST. 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO SMH BREA, CA 92621 THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. INV. INVERT 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. R/W RIGHT-OF-WAY TELEPHONE: SBC (962) 999-5639 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. POWER POLE 3939 E. CORONADO ST. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE C GUY ANCHOR ANAHEIM, CA 92807 CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. WATER: FONTANA WATER CO. (909) 822-2201 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 8440 NUEVO AVE. 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. FONTANA, CA 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. SEWAGE: CITY OF FONTANA (909) 350-6632 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 8353 SIERRA AVE. 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. FONTANA, CA 92335 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 4" HOUSE LATERALS SHALL BE INSTALLED AT A 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 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 PTHEOCN OF ITY TR � FSC RENGINOEER CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE BASIS OF BEARINGS SATISFACTION OF THE NORTH LINE OF THE NORTHEAST QUARTER OF 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN ENGINEER. BERNARDINO MERIDIAN, SHOWN AS N 89'39'56" W ON TRACT MAP NO. 16078, FILED IN BOOK 281, PAGES 69 THROUGH 72, INCLUSIVE, OF MAPS, RECORDS OF SAN Ln BERNARDINO COUNTY. N N BENCH MARK.CALTRANS BENCHMARK N0. 8-17 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared Under The Su ervision Of : CITY OF FONTANA, CALIFORNIA Q O p SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ��° oy9<<^ SANDERSON-GUTIERREZ BRASS CAP IN CONCRETE S.C.E. TOWER LEG 343 N/0 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL LOUIS Tti CIVIL ENGINEERS & LAND SURVEYORS, INC SEWER IMPROVEMENT PLA N HIGHLAND AVE., 0.20 MI. W/O SAN SEVAINE RD. IN SOUTH o GUTIERREZ 10050-A 6 TH STREET, RANCHO CUCAMONGA, CA 91730 DRAW BY: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, - �, Nc 28501 m (909) 980-1211 06-038 s CONCRETE BASE OF S.C.E. TOWER 19.5', 2.65 MI. W ALONG � EXP. 3-31--'0 � CAT 14907 SO. HIGHLAND AVE. HIGHLAND AVE. FROM SIERRA AVE. DIAL FDWAY]rSWB] RKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY' D Lu BEFORE MAL EFOREG��DR07- 35/CUP 07-026YOU DIG YU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sr912 EN�� EBB STANDARDS IN EFFECT. F of A��F e ; CHECKED BY: ;AR VED BY:q�e D oTOLL FREE 1-800-227-2600 CA PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT LOUIS U IERREZ R.C.E. 28501 EX 3/ /1 LTG fir,, ELEVATION: 1428.6090 (FT.)'"�1Y EER R.C.E. 51152 DATE: i