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Home My WebLink About3407-10 0 0 0 a- GENERAL NOTES 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 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 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. 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 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, R 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 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 SEI 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 CML 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. 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 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. TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. 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 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. 27. IF EXISTING 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 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 UST CITY OF FONTANA S.B.C. INC. 8353 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 E90 335-747 PACIFIC BELL CO. MERGENCIES: (800) 427-2200 3939 E. CORONADO STREET 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 213 637-1233 - PIPELINES (800) 422-4133 909 357-6505 - DISTRIBUTION 800 422-4133 FONTANA WATER COMPANY ATTN: 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 LEGEND -440- DIRECTION OF FLOW -o STREET LIGHT - - - - HGL (HYDRAIJC GRADE UNE) INV INVERT ELEVATION PH POT HOLE ELEVATION BC/EC . BEGIN CURVEIEND CURVE BTM BOTTOM - - - - RIGHT OF WAY CITY OF FONTANA TRACT N0. -16477 STORM DRAIN IMPROVEMENT PLANS i Z IQ CARNATION _ �! UL LJ i m STREET I i I I i ® � II PRIVATE ENGINEERS NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY 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, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY 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 UNAUTHORW 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 SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT C0hVAENCE 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 y� EIIINANL)A VINl-YAYU IKAC.I A70MB. 17129 AM OtZ2&19M INDEX MAP SCALE: 1`_80' BASIS OF BEARINGS: BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST ONE QUARTER OF SECTION 36, T. 1 N., R. 6 W., S.B.B. & M. ALSO BEING THE CENTERLINE OF BASELINE AVENUE BEING NORTH 89'58'21" WEST AS SHOWN ON TRACT 16085-1, RECORDED IN MAP BOOK 282, PAGES 16-20, RECORDS OF SAN BERNARDINO COUNTY. BENCHMARK PREPARED FOR: CITY OF FONTANA BENCHMARK NO. 361. YOUNG HOMES 10370 TRADEMARK STREET RAILROAD SPIKE IN NORTH FACE OF POWER POLE RANCHO TRADEMARK STREET NO. 1536697E AT THE SOUTHWEST CORNER OF CA 917CUCAM SULTANA AVENUE AND BASELINE AVENUE. (909) 291-7600 ELEVATIOI�L• 1365.01 WAM a A PROJECT LOCATION VICINITY MAP N.T.S. CONSTRUCTION NOTES ESTMTE OF QUANT111ES E31 INSTALL 36' RCP (1350-D) 274 L.F. 2 INSTALL 30" RCP (1350-D) 62 L.F. INSTALL 24" RCP (1600-D) 652 LF. 4 CONSTRUCT MANHOLE PER A.P.WA STD PLAN 322-1, PER DETAIL ON SHEET 4 1 EA 5 CONSTRUCT JUNCTION STRUCTURE PER A.P.WA STD PLAN 340-1, PER DETAIL ON SHEET 4 2 EA 6 REMOVE EXISTING BRICK AND MORTAR PLUG 3 EA 7 JOIN EXISTING PIPE 3 EA 8 CONSTRUCT MANHOLE PER A.P.WA STD PLAN 321-1, PER DETAIL ON SHEET 4 1 EA SAWCUT, REMOVE & REPLACE EXISTING AC PAVEMENT PER CITY DWG NO. 131 925 SF CONCRETE ENCASEMENT SCALE: 1'_ V GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (1 " MAX SIZE) GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING r _ Prepared By: 0 ALLARD ENGINEERING F0Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 - -----_ 2 - I Z - O David S. Hammer, A.C.E. 43976 Date (expires 6/30/2005) !4 REBAR LONGIT. 4 READ) 3/4:1 SLOPE OR GREATER OR ADEQUATE SHORING 90% COMPACTED NATIVE BACKFILL 3' MAX SIZE-) 6' MIN. 8 i; r _-_, \� I � I STORM DRAIN--/ TRENCH DETAIL NTS Q�pFESS/C� S. H.1 z No. 43976 m * Exp. 6/30/05 civil- 0 iAIL0 CA 01 LU a a DRAWN BY: AE DESIGNED BY: EI CHECKED BY: MI ('( RECORD_ DOCUMENT These Record Documents have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions i may be incorporated herein as a result DATE w No.4 Z C,i 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 AGGRkGATE BASE ALL TRENCHES LESS THAN 100 FEET IN LENGTH NOTE: COMPACTION SHALL BE 90Z IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS CITY OF FONTANA CALIFORNIA RANCHO FONTANA SPECIFIC PLAN TRAF No. 64%7 SCALE: AS NOTED ORM D NIM VEIVIENT PLAN DATE: FEBRUARY, 2004 P ROVED DRAWING NO.:i CITY ENGINEER R.C.E. 51152 3W 4 Filename: M:\DWG\15910\STORM\15910sd01.dwg 6' TYP ;�, -III �_) �- #4 TIE BAR I= �` O Q • �:. - _ =� _ ♦_ . 24" O.C. 30 CLR TYP CONCRETE ENCASEMENT SCALE: 1'_ V GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (1 " MAX SIZE) GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING r _ Prepared By: 0 ALLARD ENGINEERING F0Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 - -----_ 2 - I Z - O David S. Hammer, A.C.E. 43976 Date (expires 6/30/2005) !4 REBAR LONGIT. 4 READ) 3/4:1 SLOPE OR GREATER OR ADEQUATE SHORING 90% COMPACTED NATIVE BACKFILL 3' MAX SIZE-) 6' MIN. 8 i; r _-_, \� I � I STORM DRAIN--/ TRENCH DETAIL NTS Q�pFESS/C� S. H.1 z No. 43976 m * Exp. 6/30/05 civil- 0 iAIL0 CA 01 LU a a DRAWN BY: AE DESIGNED BY: EI CHECKED BY: MI ('( RECORD_ DOCUMENT These Record Documents have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions i may be incorporated herein as a result DATE w No.4 Z C,i 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 AGGRkGATE BASE ALL TRENCHES LESS THAN 100 FEET IN LENGTH NOTE: COMPACTION SHALL BE 90Z IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS CITY OF FONTANA CALIFORNIA RANCHO FONTANA SPECIFIC PLAN TRAF No. 64%7 SCALE: AS NOTED ORM D NIM VEIVIENT PLAN DATE: FEBRUARY, 2004 P ROVED DRAWING NO.:i CITY ENGINEER R.C.E. 51152 3W 4 Filename: M:\DWG\15910\STORM\15910sd01.dwg