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Home My WebLink About4909-1> a V_ C) 04 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 BOOKI. ALL REFERENCE SPECIFICATIONS AND STANDARDS SRALL 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 C11Y ENGINEER. 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTAM 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 CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAMC ENGINEER. 7. ff SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT Aa TIMES. 8. THE CONTRACTOR SRALL 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 FIVE (5) FEET IN DEPTH SHALL BE GUARDED 13Y 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' SRALL 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 PE1?Mff FOR THAT PURPOSE. 11. THE LOCATIONS OF U71LMES 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 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 CONSTRUCTION WITH ALL UTIL17Y 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. 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 PRESERVA71ON OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXIS71NG SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXIS77NG SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT 71ES 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 ENGINEEJ? ONE WEEK PRIOR TO CONSTRUC77ON 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 BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. A GEOTECHNICAL ENGINEER SHALL CER71FY ALL SACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 2.3. CARE SHOULD BE TAKEN TO PREVENT GRADES, DffCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF T14E SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. A�, YUU DIU YUU IJ I L3 jklb� < 'Z C1 TOLL FREE 1 -ROO-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 24 . ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXIS71NG FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY I CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 27. IF COSTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND U71LMES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVBqEffF PRIOR TO PLACEMENT. 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLERON OF PAVING. 32. UP014 COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CIPt ENGINEER. 34. MINfAIUM D -LOAD FOR ALL RCP IS 1350. INDICATES CENTERLINE INDICATES RIGHT-OF-WAY LINE INDICATES FUTURE IMPROVEMENTS (1300)- INDICATES FUTURE CONTOUR LINE STREET' LIGHTS DIRECTION OF FLOW 0 SEWER MANHOLE HGL HYDRAULIC GRADE LINE INT INTERIM ULT ULTIMATE NAP. NOT A PART a STORM DRAJN MANHOLE 01= FIWAM UMff NOTMATM WT CITY OF FONTANA S.B.C. INC. 8353 SIERRk AVENUE 3939 E. CORONADO STREET FONTANA, CA� 92335 ANAHOM, CA 92807 (909) 350-6632 (714) 666-5500 SO. CALIF. G)�S COMPANY UNDERGROUND SERVICE ALERT 1981 W. LUGONIA AVENUE (800) 422-4133 4 REDLANDS, Q 92374 1 (909) 335-71547 AT&T EMERGENCIES: (800) 427-2200 22311 BROOKHURST ST SUITE 203 HUNTINGTON BEACH, CA 92646 SO. CALIF. EDISON COMPANY (714) 963-7964 300 N. PEPOIER AVENUE RIALTO, CA 92376 VERIZON (TELEPHONE) 820-6598 - UNDERGROUND 1400 E. PHILIPS BLVD. 11909 9091 875-6100 - TRANSMISSION ONTARIO, CA 91766 213 637-1�233 - PIPELINES (800) 483-4000 "909 357-6505 - DISTRIBUTION FONTANA WATER COMPANY TIME WARNER CABLE 8440 NUEVO AVENUE 1500 AUTO CENTER DR FONTANA CA 92235 ONTARIO, CA � 91761 (909) 822-2201 (909) 975-3439 FAX: (909) 823-5046 SUNESYS, LLC 1325 PICO ST #106 SPRINT CORONA, CA � 92881 2592 DUPONT DR (951) 278-0400 IRVINE, CA 92612 (800) 659-9698 PWATE B13MRS NOTIM TO COMACTM I THE EXISTENCE A, ND LOCATION OF ANY UNDERGROUND UTILITY PIPES ANDIOR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT ANDIOR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU71ONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RE-CORI) OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUC71ON PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPER1Y. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUC77ON CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILIPI, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE ? OF THE DESI�N PROFESSIONAL. "U11A)MM CHANGES AND USM i THE ENGINEER PREPARlIG THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CH4NGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. REV. REVISION DESCRIPTION'l DATE ENGR. CITY DATE 00,41) an ICITY OF F(kbmd 4 ANA TRACT N 04 4 (0")c- IJ7138 9 �rr 0FFmS1 I El STII)RM DRAIt4 III 1PROVEMENT PLANS SHOULD CONSTRUCTION OF REQUIRED IMPROVEkENTS NOT COMA4NCE WITHIN TWO YEARS OF ME DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THOA INTO CONFOiMANCE WITH CONDITIONS AND STANDARDS IN EFFECT TIM BASEUNE AVENU1::1.m ------ - - - - - - TOPAZ BA SIS OF BEARINGS. - THE CENTERLINE OF CITRUS AVENUE, ALSO BEING THE EAST LINE OF S'ECTION 36, T. 1N., R.6W., S.B.M. AS SHOWN ON TRACT 16568, AS RECORDED IN fif.B. 3001,99-62. 13EING: 00000'13" E PREPARED FOR: MERITACE HOMES I 1250 CORONA POINTE COURT SUITE 2 10 CORONA, CA 92879 TEL '(951) 547-8320 FAX (951) 547-8301 ORIGINAL BENCHMARK CITY OF FONTANA BM -361 R.R. SPIKE IN PP NO. 1536697E AT THE S"' CORNER OF BASELINE AVENUE AND SULTANA AVENUE. ELEVATION: 1365.01, SINCE DESTROYED SITE BENCHMARK SW CORNER, SEC. 31, TAN., R.5W., S.BM.-2" I.P. _RSECTION OF WITH BRASS CAP, C.S.M. AT THE INTE, BASELINE AVENUE AND CITRUS AVENUE. aEVAMIt 139102 Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253- Sierra Avenue Fontana, California 92335 (909) Fax (909) 356-1795 ( ( -/I agar Ra9i;ond J. Allard, R.C.E. 36052 Date (expires 6/30/2012) TOP OF STRUCTURAL PAVEMENT SUBGRADE (WHERE APPLIES) 1: 1 SLOPE OR RATTER OR ADEQUATE SHORING GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (In MAX SIZE) GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10 OR GREATER IN DEPTH USE 112 CRUSHED STONE BEDDING STORM DRAIN g 91� L�A-c�:, gwc - 1021 §L_nzi LOS CZROS AVE WkPlff AW TRACT cmim cr-- 16724 SCOTT DR -- CAN DR TRACT N EMMS T UER M89 CHME RMD 00 00 ol a4SaINE AVE VICINITY MAP NIS N 90% COMPACTED NATIVE BACKFILL 60 MAX SIZE 6'0 MIN. 8 MAX. x it C41 W 0 to Uj TRENCH DUAL NOT TO SCALE cm cm 3" MAX. SIZE NATIVE SOIL COMPACTED 95% (IN PROPOSED STREETS ONLY) cn PROJECT LOCATION NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE 2. TRENCH DEPTHS OF GREATER 'THAN 50 SHALL HAVE ADEQUATE SHORING 3. CLASS It AGGREGATE BASE ALL TRENCHES LESS THAN 100 FEEr IN LENCT14 NOTE: COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SRALL PREPARE THEIR OWN QUANTITIES AND Bill) A C'OMIDLETE JOB. COMTRUCTION NOTES ESTMATE OF OUAMES 61 1 INSTALL 42" RCP (D -LOAD PER PROFILE) 1818 LF 2 INSTALL 24" RCP (D -LOAD PER PROFILE) 46 LF 3 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012 4 EA 4 CONSTRUCT JUNCTION STRUCTURE - PIPE TO RCB PER SPPWC STD. PLAN 333-2 1 EA 5 CONSTRUCT TEMPOR4RY E -RICK AND MORTAR PLUG I EA REMOVE AND REPLACE SIDEWALK PER CITY OF FONTANA STD. PLAN 1006 89 SF CONSTRUCT MANHOLE PERL C17Y OF FONTANA STD. PLAN 3011 1 EA SHEff INDEX TITLE SHEET SHEET I LINE "A" STA. 10+00 TO STA 22+26.27 SHEET 2 LINE "An STA. 22+26.27 TO STA. 28+55.21 SHEET 3 DETAILS SHEET 4 SS/ CITY OF FONTANA, CALIFORNIA '1� OFF-SITE STORM DRAIN IMPROVEMENT PLAN �3 0 DRAWN 13Y.- io z AE TMCT NO. 17389 SCALE. AS NOTED No. 36052 M M DESIGNED BY: TITLE SHEET DATE: Exp. 6/30/12 AE SEPTEMBER, 2011 .4% cl I CHECKED BY. APPRO E DRAWING NO.: 41, / OF DATE. DSH q� _/ -