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Home My WebLink About4907-1> E (n c 8 j CL 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICA71ONS FOR PUBLIC WORKS CONSTRUC71ON ("GREEN BOOK�. ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 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 THE CITY ENGINEER FOR RESOLUTION. 3. 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 IMPLEMEN77NG DETOURS. 5. CONSTRUC77ON PERMITS SHALL BE OBTAINED FROM ME CITY OF F0N7ANA 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 IN 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 IN THE STATE OF CALIFORNLA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 7. ff 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 _FTVE (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. 10. NO MATERIAL OR EQUIPMENT' SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMff FOR THAT PURPOSE. 11. THE LOCATIONS OF U71LMES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, ff SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND THE 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. 12. THE CONTRACTOR SHALL COORDINATE CONSMUC77ON WII`H 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 UTIL17Y COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR 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. 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 BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. 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 ESTA13LISHED 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 IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTORS 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 CONSTRUC77ON WITHOUT PRIOR WRITTEN APPROVAL. 21. NO TRENCH 13ACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL SACKFILL COMPACTION. FAILURE TO 013TAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UN77L THE SPECIFIED DENS17Y IS OBTAINED. 23. 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. A, TOLL FREE -qqmmp"- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 24. A4 EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLORIAND FINISH TO MATCH EXISTING CONCRETE. 25. No OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHO T PRIOR APPROVAL OF THE CITY ENGINEER. 26. PR�OR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXIS71NG FACILM S, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPRO AL OF CONNECTIONS TO EXIS71NG FACILITIES DOES NOT IMPLY CORREITNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 27. IF 1EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 28. NG CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. AL. U14DERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROIED PRIOR TO PAVING OF STREETS. 30. AP:IROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE R ED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON f PJAJI COMP . ON OF PAVING. 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICE§ TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE C'�INEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE ENGINEER. 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. LEGBD INDICATES CENTERLINE INDICATES RIGHT-OF-WAY LINE INDICATES FUTURE IMPROVEMENTS (13M)- INDICATES FUTURE CONTOUR LINE STREET' LIGHTS DIRECTION OF FLOW 0 SEWER MANHOLE HGL HYDRAULIC GRADE LINE INT INTERIM ULT ULTIMATE NA.P. NOT A PART 93 STORM DRAIN MANHOLE CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 SO. QYJF. GAS COMPANY 1981 W. LUGONLA AVENUE REDLANDS, CA 92,374 (909) 335-7547 EMERGENCIES: (80) 427-2200 SO. GILIF, EDISOA COMPANY 300 N. P VENUE RIALTO, CA 92376 1909 820-5598 - UNDERGROUND 90 875-5100 - TRANSMISSION 9 9 21J 637-1233 - PIPELINES 9091 357-6505 - DISTRIBUTION ADELPHIA 1500 S. AUTO CENTI ONTARIO, CA 91-761 (909) 481-1115 4 107i Mill, 1, 4 DRIVE S.B.C. INC. 3939 E. CORONADO STREET ANAHEIM, CA 92807 (714) 666-5500 UNDERGROUND SERVICE ALERT (800) 422-4133 PACIFIC BELL CO. 3939 E CORONADO STREET ANAHEIM, CA 92807 (714) 666-5467 VERIZON (TELEPHONE) 1400 E. PHILIPS BLVD. ONTARIO, CA 91766 (800) 483-4000 FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA CA 92235 (909) 822-2201 FAX: (909) 823-5046 NOTM TO CONMUM THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES ANDIOR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS AR APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECES.cARY ADJUSTMENT CAN BE MADE IN ALIGNMENT ANDIOR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEAS RES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECOb D OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CO CTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTCES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUC71ON OF T14E PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS R UIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO AORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, NDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. MAKHMED CHAWO AW LOB& THE ENGINEER PRE -PARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHAIVGES TO OR USES OF THESE PLANS. ALL CHANCES TO THE PLANS MUST BE IN'WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 1 V ilia (woITY 0 F 0 4�i,, T/ NA 11 umwe% 1 TRACT NOO I/,j8s ONwSITE STvr'RM DRAIN ltvIPROVEMENT PLAN SHOULD CONSTRUCTION OF REQUIRED IMPROVBMENTS NOT COMMMCE WITHIN IWO WM OF ME DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE C17Y ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WM CONDITIONS AND STANDARDS IN EFFECT NAP. AM 0228-M-19 VACAK LMD EUREft A AftWE R NAIRL _RA1kmWJk A 1 '�- LINE 'A' A A 0, 1 flot WIS OF BEARINGS: THE CENTERLINE OF CITRUS AVENUE, ALSO BFJNG THE EAST LINE OF SECTION 36, TAN., R.6W., S.B.M. AS SHOWN ON TRACT 16568, AS RECORDED IN �M.13. 30015ib'-62. BEING: N 00*00'13" E PREPARED FOR: MERITAGE HOMES 1250 CORONA POINTE COURT SUITE 2 10 CORONA, CA 92879 TEL (951) 547-8320 FAX (951) 547-8301 CITY OF FONTANA BM -36 R.R. SPIKE IN PP NO. Vc OF 13ASEUNE AVENUE ANl ELEVATION: 1365.01, SIN( SENCH"K 6697E AT ITHE SW COR14ER SULTANA AVENUE. SITE BENCHWIRK' SW CORNER, SEC. 31, TAN., R.5W., §.13M.-2" I.P. WITH BRASS CAP, C.S.M. AT THE IWERSECT70N OF BASELINE AVENUE AND CITRUS AVENUE. RNAMN INSM APN 0228-151-0 9 10 VAQW LOT Or APN 0228-151--02 -0 VACAW LOT Ir 30 1 - - - - - - I 0 APN 01 -f-LM28-151-W I I VACAW 29 LoT-w AM V0228-ZI-04 VACNa - - - - - I I I a_ 11 1 111 LOT IF AM 0228-151-05 L0T'G' LOT 4W ARY I I I , I 1 11, 12 1 0228-151-06 - - - - - - APN 0228-151-07 or 1 1 :X AM 0228-M-18 FqFE STA77ON TOP OF STRUCTURAL, PAVEMENT SUBGRADE 1:1 SLOPE OR FLATTER OR ADEQUATE SHORING GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (I" MAX SIZE) GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10 OR GREATER IN DEPTH USE 112 CRUSHED STONE BEDDING Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-10,115 Fax (909) 356-1795 (ILS ; a &U ( 0 // Al Ray&nd 0Allard, R.C.E. 36052 Date (expires 6/30/2012) STORM DRAIN I > 11 I> E 25 t�qc A- k__ a L.>- I LOS CORO AV WAMUT AV cmaos scoff PR OJECT LorA %.0/1TION VICINITY MAP NIS 90% COMPACTED NATIVE BACKFILL 6" MAX SIZE 6" MIN. 8'" W. cd w cm Cc TRENCH DETAIL NOT TO SCALE 3" MAX. SIZE NATIVE SOIL COMPACTED 95% NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE 2. TRENCH DEPTHS OF GREATER THAN 5 # SHALL HAVE ADEQUATE SHORING 3. CLASS 0 AGGREGATE BASE ALL TRENCHES LESS THAN 100 FEET' IN LENGTH NOTE: COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS THE QUANTITIES SHOWN HEREON ARE 0STIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. ERMATE OF OUNMES CONMuc nON NOTES! I INSTALL 42" RCP (D -LOAD PER PROFILE) 15 LF 2 INSTALL 36" RCP (D -LOAD PER PROFILE) 833 LF 1 3 INSTALL 24" RCP (D -LOAD PER PROFILE) 31 LF 4 CONSTRUCT MANHOLE PER CITY OF FONTW STD. PLAN 3012 3 EA 5 CONSTRUCT MANHOLE PER CITY OF FONTM STD. PLAN 3011 1 EA CONSTRUCT JUNC71ON STRUCTURE PER C17Y OF FONTANA STD. PLAN 3010 1 EA CONSTRUCT CONCRETE COLLAR PER CIT)" OF FONTANA STD. PLAN 3022 1 EA REMOVE EXISTING CONCRETE HEADWALL I EA REMOVE BRICK AND MORTAR PLUG I EA SHEF INDEX TITLE SHEET LINE "A" STA 28+55.21 TO SIA. 37+15.87 LATERAL "A-2" AND '"A-30 SHEET' I SHEET 2 SHEET 3 C17Y OF FONTANA, CALIFORNIA IS. J. 441 ON-SITE STORM DRAIN IMPROVEMENT PLAN DRAWN BY: SCALE: rt�w TMCT NO. 17389 z AE AS NOTED No. 36052 m DESIGNED BY: DATE: Ti SHEET Exp. 6/30/12 AE SEPTEMBER, 2011 cjVj\, CHECKED BY. APP 10011( DRAWING NO.: Ill !� . ? , 1�e OFF' C DSH DATE: 4907 CITY ENGINEER R.C.E. 51152 Lo CL VT cd w cm Cc TRENCH DETAIL NOT TO SCALE 3" MAX. SIZE NATIVE SOIL COMPACTED 95% NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE 2. TRENCH DEPTHS OF GREATER THAN 5 # SHALL HAVE ADEQUATE SHORING 3. CLASS 0 AGGREGATE BASE ALL TRENCHES LESS THAN 100 FEET' IN LENGTH NOTE: COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS THE QUANTITIES SHOWN HEREON ARE 0STIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. ERMATE OF OUNMES CONMuc nON NOTES! I INSTALL 42" RCP (D -LOAD PER PROFILE) 15 LF 2 INSTALL 36" RCP (D -LOAD PER PROFILE) 833 LF 1 3 INSTALL 24" RCP (D -LOAD PER PROFILE) 31 LF 4 CONSTRUCT MANHOLE PER CITY OF FONTW STD. PLAN 3012 3 EA 5 CONSTRUCT MANHOLE PER CITY OF FONTM STD. PLAN 3011 1 EA CONSTRUCT JUNC71ON STRUCTURE PER C17Y OF FONTANA STD. PLAN 3010 1 EA CONSTRUCT CONCRETE COLLAR PER CIT)" OF FONTANA STD. PLAN 3022 1 EA REMOVE EXISTING CONCRETE HEADWALL I EA REMOVE BRICK AND MORTAR PLUG I EA SHEF INDEX TITLE SHEET LINE "A" STA 28+55.21 TO SIA. 37+15.87 LATERAL "A-2" AND '"A-30 SHEET' I SHEET 2 SHEET 3 C17Y OF FONTANA, CALIFORNIA IS. J. 441 ON-SITE STORM DRAIN IMPROVEMENT PLAN DRAWN BY: SCALE: rt�w TMCT NO. 17389 z AE AS NOTED No. 36052 m DESIGNED BY: DATE: Ti SHEET Exp. 6/30/12 AE SEPTEMBER, 2011 cjVj\, CHECKED BY. APP 10011( DRAWING NO.: Ill !� . ? , 1�e OFF' C DSH DATE: 4907 CITY ENGINEER R.C.E. 51152