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Home My WebLink About2927-13 .o k -o F8 Underground Service Alert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS C1' NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF of Y APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 0 o Cad TOLL FREE DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE _ REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS o � I 227_26W IN EFFECT. a- I 0 WORKING DAYS BEFORE YOU DIG PLANS PREPARED FOR No. Stratham Homes Attn: Nick Kahlon 2201 Dupont Drive Suite 300 Irvine, Ca. 92612 (949) 833-1554 rD CITY OF FONTANA SEWER IMPR OVEM'ENT PLANS I",, SAN SEVAINE ROAD Z CD Q C BASELINE IVE DRIVE INDEX MAP SCALE: 1 "=250' E CONSTRUCTION NOTES ESTIMATE OF OUANTITIES (D -CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN GENERAL NOTES L.F. 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE 26: THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS CONSTRUCT 37 L.F. OF 8" VCP EXTRA STRENGTH SEWER CITY OF FONTANA STANDARD PLANS, THE CONTRACT 'PROVISIONS. EA. AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL (REFER TO PLANS FOR SLOPE) AND THE STANDARD SPECIFICATIONS FOR_ PUBLIC WORKS BE MAINTAINED AT -ALL TIMES -IN THE CLOSURE AREA FOR INSTALL 8" VCP PLUG CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE...:SPECIFICATIONS EA. RESIDENTS AND EMERGENCY VEHICLES. REMOVE AND REPLACE EXISTING FENCE AT RIGHT OF WAY TO AND STANDARDS SHALL BE THE LATEST --EDITION UNLESS OTHERWISE L.F. THE SATISFACTION OF THE CITY ENGINEER AT RIGHT OF WAY NOTED. 27. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC REMOVE EXISTING TREES AS NECESSARY RIGHT-OF-WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 8�-- INSTALL 4 L. F. OF 8" VCP EXTRA STRENGTH SEWER AT 1.00% 3 FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. 28. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO _ 20-60 SPIGOT TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM N0.4 RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610,.,. DESIGNATION C700 FOR V.C.P. 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR 29. TERMINATE ALL 4" HOUSE LATERALS 3 FEET INSIDE THE LOT WITH 0-5 WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE A PLUG 12" BELOW THE GROUND- SURFACE.WHEN PUBLIC UTILITY APPROPRIATE WATER COMPANY FOR VALVE OPERATION AN WATER- ASTM C EASEMENTS EXIST NEXT TO THE STREET RIGHT-OF-WAY, THE REQUIREMENTS. LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED TEST GRADING FROM THE UTILITY EASEMENT. 4. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 30. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 5. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND QR°FESS' APPROVED PRIOR TO PAVING OF STREETS. 31. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT 6. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM SEWER IMPROVEMENT PLANS MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF FONTANA STANDARD DETAIL FOR TERMINAL . CLEANOUT. OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE 8253 Sierra Avenue LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO 32. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM EXERCISE PROPER PRECAUTION TO AVIOD DAMAGE THERETO. THE GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT No. 36052 m BM/DBW/JK/DEA 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 33. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING (909) 356-1815 Fax (509) 356-1795 FACILITIES AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. 7. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES C.:, N0.1 046 s' CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR / NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN UPON COMPLETION OF PAVING. ON THE PLANS. 8. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL 34. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE Checketl B . Y' UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, .,; Approved. ; p ' MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT 1 rj TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, ..., ALL TIMES. LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, _ v:Cl ENGIKEER.R.C.E. 5.1152 STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY 35. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN WORK AROUND THEIR FACILITIES. ALIGNMENT. 9. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO 36. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. TO THE CITY ENGINEER. MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 10. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC IMMEDIATELY REPORT SAID CONFLICT TO :THE CITY ENGINEER FOR CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. RESOLUTION. 38. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT 11. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PRIOR APPROVAL OF THE CITY ENGINEER. 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. M OF FONTANA, tMLrIY NOTIFICATION LIST 14. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) CI CITY OF FONTANA PACIFIC BELL CO. F FON FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE TN: TTN: NAVARRO ATTN: VIRGINIA BECKER BE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS SIERRA AVENUE 3939 E. GINIA O STREET OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE -0F CALIFORNIA. TRENCES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN FONTANA, CA. 92335 ANA ANAHEIM, CA. 92807 FOOT) 350-6632 (7 14) ) 666-5467 THE POTENTJAL EXISTS FOR GROUND MOVEMENT. 15. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION S0. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH ATTN: DENNIS FREEMAN (800) 227-2600 FROM THE CALIFORNIA STATE DIVISION OF- INDUSTRIAL SAFETY. 1981 W. LUGONIA AVENUE REDLANDS, CA. 92374 COMCAST ( CABLE TV ) 16. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL (909) 335-7547 ATTN: JACK HAYES EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. OF THE CITY INSPECTOR. ONTARIO, CA. 91761 17. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SO. CALIF. EDISON COMPANY (909) 390-4738 SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERY 300 N. PEPPER AVENUE -- ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT RIALTO, CA. 92376 GENERAL TELEPHONE COMPANY PRIOR WRITTEN APPROVAL. 909 820-5598 - UNDERGROUND ATTN: STEVE HOCK 909 875-5100 - TRANSMISSION 1400 E. PHILLIPS BLVD. 18. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 213 637-1233 - PIPELINES ONTARIO, CA. 91766 BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 909 357-6223 - DISTRIBUTION (800) 422-4133 800 422-4133 19. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION.FONTANA WATER COMPANY CRAWFORD CANYON MUTUAL WATER CO. ATTN: MICHAEL J. MCGRAW FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE ATTN: BILL VANDERKIEFT, JR. 8440 NUEVO AVENUE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED (619) 868-6040 FONTANA CA. 92235 DENSITY IS OBTAINED. (909) 822-2201 20. ALL MATERIAL AND METHODS ARE SUBJECT TO THE APPROVAL OF THE FAx: (909) 823-5046 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, AND 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 BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 25. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, 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. 3 .o k -o F8 Underground Service Alert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS C1' NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF of Y APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 0 o Cad TOLL FREE DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE _ REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS o � I 227_26W IN EFFECT. a- I 0 WORKING DAYS BEFORE YOU DIG PLANS PREPARED FOR No. Stratham Homes Attn: Nick Kahlon 2201 Dupont Drive Suite 300 Irvine, Ca. 92612 (949) 833-1554 rD CITY OF FONTANA SEWER IMPR OVEM'ENT PLANS I",, SAN SEVAINE ROAD Z CD Q C BASELINE IVE DRIVE INDEX MAP SCALE: 1 "=250' E CONSTRUCTION NOTES ESTIMATE OF OUANTITIES (D -CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN 3893.05 L.F. CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 14 EA. 3a- CONSTRUCT 37 L.F. OF 8" VCP EXTRA STRENGTH SEWER 3 EA. (REFER TO PLANS FOR SLOPE) 1 1/2" INSTALL 8" VCP PLUG 6 EA. �- REMOVE AND REPLACE EXISTING FENCE AT RIGHT OF WAY TO 2385 L.F. THE SATISFACTION OF THE CITY ENGINEER AT RIGHT OF WAY O- REMOVE EXISTING TREES AS NECESSARY 7U- CONSTRUCT PRECAST MANHOLE PER CITY STD. 112 (MODIFIED 5' DIAMETER) - 1 EA. 8�-- INSTALL 4 L. F. OF 8" VCP EXTRA STRENGTH SEWER AT 1.00% 3 EA. I Date: BENCHMARK CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE RD,, IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. ELEVA110N: 1428.6090 TABLE: 200-1.2(A) VICINITY MAP: NOT TO SCALE PERCENTAGE �V' VH L7EEPR SIEVE SIZE PASSING SIEVES 1 1/2" SCALE: 1 " = 2' 3/4" 100 1/2" 90-100 3/8" 20-60 N0.4 0-15 NO.8 0-5 ASTM C 131 B TEST GRADING Prepared By: CITY OF FONTANA, CALIFORNIA ALLAAD ENGINEERING QR°FESS' SEWER IMPROVEMENT PLANS Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue v) �� o _ Drawn By: Scale: Fontana, California 92335 No. 36052 m BM/DBW/JK/DEA SAN SEVAINE OAD AS SHOWN (909) 356-1815 Fax (509) 356-1795 Exp. 6/30/2004 Designed By: DBW C.:, N0.1 046 s' Date. APRIL, 2001 ' •t%' / s . , A ymand J. Allard, A.C.E. 36052 Date (expires 6/30/2004) T CIVIL �� F O OF CALF Checketl B . Y' .,; Approved. ; p ' Dw No. 9 2�2 1 rj ..., RD _ v:Cl ENGIKEER.R.C.E. 5.1152 : Filename M:\DWQ\12903\SAN-SEVAINE\SEWER\S4ET1.dwg