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HomeMy WebLinkAbout3769-1.CENO NOTA 1. ALL WORK SHALE BE IN ACCORQANCE WITH THESE PLANTS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK'. ALL REFERENCE SPECIFICATIONS AND STANDARD 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. J. 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 IMPLEMENTING DETOURS. 5. 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 TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 8. 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 TRAFFIC ENGINEER. 7. IT 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 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 EXISTS FOR GROUND MOVEMENT. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11. 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 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 UTILITY COMPANIES INCLUDING, BUT NOT LIMITED T0, 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 WORM 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 ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. I& 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 CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. 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. 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. o C4D RA&%%VAMM&VAMM&#M DIAL TWO VORKING BEFORE DAYS BEFORE YOU DFG YOU DIG � Trn..L FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE AIER" 24. ALL EXPOS(=D CONCRETESURFACES 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 EXISTING FACILITIES, AND VERIFY ELEVATION N ANS LOCATION Of CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACIU71ES DOES NOT IMPLY CORRECTNESS Ot ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, M4 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 UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. % 32. UPON 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 CITY ENGINEER. 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. CITY OF FONTANA. UTILITY NOTIFICATION LIST CITY OF FONTANA ATTN.' BRIAN WREN S.B.C. INC. 83M SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5500 SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT 1981 W. LUGONIA AVENUE (800) 422-4133 REDLANDS, CA 92374 INTERIM (909) 335-7547 PACIFIC BELL CO. EMERGENCIES: (800) 427-2200 3939 E. CORONADO STREET O ANAHEIM, CA 92807 SO. CALIF. EDISON COMPANY (714) 666-5467 300 N. PEPPER AVENUE RIALTO, CA 92376 VERIZON (TELEPHONE) 909 820-5598 - UNDERGROUND 1400 E. PHILIPS BLVD. 909 875-5100 - TRANSMISSION ONTARIO, CA 91766 21g 637_ 1233 NETT (800) 422-4133 - DI R N 90 357 6545 IOU 0 $00 422-4133 FONTANA WATER COMPANY ATM.- MICHAEL J. MCGRAW ADELPHIA (CABLE TV) 8440 NUEVO AVENUE 1500 S. AUTO CENTER DRIVE FONTANA CA 92235 ONTARIO, CA 91761 (909) 822-2201 (714) 666-5500 FAX: (909) 823-5046 LE(�IF� INDICATES CENTERLINE - - - - INDICATES RIGHT-OF-WAY UNE - - - - INDICATES FUTURE IMPROVEMENTS -0300- INDICATES FUTURE CONTOUR LINE ---• STREET LIGHTS DIRECTION OF FLOW O SEWER MANHOLE HGL HYDRAULIC GRADE LINE INT INTERIM ULT ULTIMATE N.A.P. NOT A PART O STORM DRAIN MANHOLE PRIVATE ENGINEERS N071a TO C©�CTOR� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIUIY PIPES AND OR 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, SQ THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT ANDIOR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTIUTY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION 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 PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY 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 UNAMORIZED CHANGES AND USES, THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES 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. REVISION DESCRIPTION DATE I ENGR.I CITY I DATE T fCT is -3 145, ,71. 46 I�- 1111 11 10 9 8 7 6 5 4 3 2 ? Ill I III I� i Hui I Ilii I / III III �/ �'-----_ - _ -- _ -__- �_ -- --- - __ - �-- _-- I ,, ,III.I�I I IIi1_ ,��4- 4402 p ONA AVEN E T) \�- I CA I'i' I I II I i 1 I I i II 12 13 14 15 16 17 18 19 20 21 22 23 i &#3 4 ,1'i - -- -- -- -- -- -- --Lr---- -- -- --�" C ,�T.9d. ilk MILLEK-AVENUE- ----- - TOP OF STRUCTURAL PAVEMENT SUBGRADE 1:1 SLOPE OR FLATTER OR ADEQUATE SHORING GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (1" MAX SIZE) GRANULAR BEDDING FROM SELECTED %y TRENCH SIDE MATERIAL FOR PIPE 10' t OR GREATER IN DEPTH USE 1/2 5, CRUSHED STONE BEDDING -4 SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT CIONIM NCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT STORM DRAIN PIPE INDEX MAP SCALE 1'�-60t SHEEP INDEX TITLE SHEET SHEET 1 LIN EIA ' SHEET 2 LATERALS "A-1 dt "A-2 SHEET 3 AND DETAILS DETAILS SHEET 4 �M4q 909 COMPACTED NATN BACKFILL 6" MAX SIZE 6" MIN. 8" MAX. TRENCH DEPrAin&lLT N15 3" MAX. SIZE NATIVE SOIL COMPACTED 95X 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 II AGGREGATE BASE ALL TRENCHES LESS THAN 100 FEET IN LENGTH NOTE: COMPACTION SHALL BE 9OX IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSTIA REQUIREMENTS BASIS OF BEARINGS: BEARINGS ARE BASED ON THE CENTERLINE OF BEECH AVENUE BEING NORTH 00021'45" (:AST AS SHOWN ON TRACT 16477, RECORDED IN MAP BOOK 298, PAGES 59-62, RECORDS OF SAN BERNARDINO COUNTY. PREPARED FOR: VIN MILLER 1 LLC 10370 TRADEMARK STREET RANCHO CUCAMONGA CA 91730 TEL 909 291-7600 FAX 909 291-7630 BENCHMARK CITY OF FONTANA BENCHMARK NO. 360 A NAIL IN POLE NO. 1563704E AT THE SOUTHWEST CORNER OF LIME AVENUE AND BASELINE AVENUE. ELEVATION: 1376.0 SECTION AoA DgUBL.E COURSE 4 X 8" BRICK AND MORTAR PLUG VICINff MV N.T.S. CONSTRUCTION NOTES ESTIMATE OF QUANDTIES -INSTALL 36" RCP (O -LOAD PER PROFILE) INSTALL 30" RCP (D -LOAD PER PROFILE) INSTALL 24" RCP (D -LOAD PER PROFILE) REMOVE & REPLACE EXISTING AC PAVEMENT PER CITY DWG NO. 131 CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 321-1 -CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 322-1 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD PLAN 340-1 CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD PLAN 380-2 CONSTRUCT BRICK AND MORTAR PLUG PER DETAIL HEREON EXISTING WATER TO BE RELOCATED BY S.G.V.W.C. REMOVE EXISTING 30" RCP REMOVE EXISTING 48" RCP REMOVE AND REPLACE EXISTING CURB & GUTTER REMOVE AND REPLACE EXISTING SIDEWALK EXISTING ELECTRIC TO BE RELOCATED BY OTHERS BRICK AND MORTAR PLUG TYPIC4 FOR ALL DIAMETERS N.T.S. Prepared By: ALLARD ENGINEERING s Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue a Fontana, Calibmia 92335 (909) 358-1815 Fax ( 09) 358-1795 David S. Harrimer, A.C.E. 43976 to (expires 6/30/2007) BRICK AND MORTAR PLUG QRpf ESS /� �9 t� S. H4 _co Z DRAWN BY: No43976 43976 m AE LLICc- Exp. 6/30/07 a' DESIGNED BY: * RC s�9T CIVIL ��\P CHECKED BY. F4�CAL�F� " ml CITY OF FONTANA, CALIFORNIA 210 LF. 12 LF. 711 LF. 2,397 S.F. 2 EA 2 EA 1 EA 1 EA 1 EA 2 EA 20 LF 10 LF 15 LF 75 SF 1 EA RTION RANCHO FONTANA SPECIFIC PLAN TRACT N0. 16992 SCALE: NORM D N IMPROVEMENT PLANS AS NOTED DATE: T E SHEET JULY, 2005 P OVA DRAWING NO.: � DATE: • a S CIA4rENGINEER R.C.E. 51152 3769 4 Filename: M:\dwg\15928\FINAL DESIGN\STORM DRAIN\ONSITE\LSD01.dwg