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Home My WebLink About3183-1NOTES 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, 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 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 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. 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 REWORKING 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-ERODABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 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 STORM DRAIN PIPE IS 1350. CITY OF FONTANA, UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA. 92335 ANAHEIM, CA. 92807 (909) 350-6632 (714) 666-5467 SO. CALIF. GAS COMPANY COMCAST ( CABLE TV ) ATTN: DENNIS FREEMAN ATTN: JACK HAYES 1981 W. LUGONIA AVENUE 1205 DUPONT AVE. REDLANDS, CA. 92374 ONTARIO, CA. 91761 (909) 335-7547 (909) 390-4738 EMERGENCIES: (800) 427-2200 GENERAL TELEPHONE COMPANY SO. CALIF. EDISON COMPANY ATTN: STEVE HOCK 300 N. PEPPER AVENUE 1400 E. PHILIPS BLVD. RIALTO, CA. 92376 ONTARIO, CA. 91766 909 820-5598 - UNDERGROUND (800) 422-4133 909 875-5100 - TRANSMISSION 637-1233 - PIPELINES FONTANA WATER COMPANY r13 09 357-6223 - DISTRIBUTION ATTN: MICHAEL J. McGRAW 0 422-4133 8440 NUEVO AVENUE FONTANA CA. 92235 (909) 822-2201 FAX: (909) 823-5046 CONSTRUCTION NOTES ESTIMATE OF QUANTITIES INSTALL 36" RCP (1350-D) 613 LF 2�-- INSTALL 30" PCP (1350-D) 532 LF 3�- INSTALL 18" RCP (1350-D) 74 LF (D -CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 321-1 2 EA 5a -CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 320-1 1 EA (D -CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD. PLAN 380-3 SHOWN ON SHEET 5 1 EA O --CONSTRUCT 1/4 TON RIP -RAP (2.7' THICK WITH FILTER BLANKET) 160 SF CONSTRUCT SINGLE PIPE HEADWALL PER CALTRANS STD. DWG. D89 1 Ei4 (D -CONSTRUCT CONCRETE ENCASEMENT PER DETAIL ON SHEET 1 OF 6 4 EA o B O REV. REVIRON DESCRWTION DATE ENGR. CITY DATE N E . v cn DIAL TWO WORKING BEFORE DAYS BEFORE YOU DICE YOU DIG o TOLL FREE 1-800-227-2600 � A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 AeCottD vF_Aw1w(' Ithloi flat-. W 9 VIRIAP BASES OF BEARINGS BEARINGS ARE BASED ON THE EAST LINE OF THE SOUTHWEST ONE-QUARTER OF SECTION 35, T1 N, R6W, SBM AS SHOWN ON RECORD OF SURVEY RECORDED IN BOOK 108, PAGES 13-27, RECORDS OF SAN BERNARDINO COUNTY. SHOULD CONSTRUCTION OF REQU11RW IMPROVEMENTS NOT COMMENCE WITHN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND -CARRIED FORTY IN A DRJGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS DIT EFFECT CITY FONTANA Of STOnN Dmol"AI FOR TRACT NO, 16158 ?AIIA" TAAW N®. Mkw" -A- ----- ---------- 7- T -I --T' .TREE"WAY EXLST)li�...m.. =Aarnoo. --I 1--- - T I`n'I _ � I I APRICOT TREE WAY EXISTIIVG _ j 1 � 1 _ ► I- - - -I- - F CANDLEW000-WAY r I EXESMNG \ ,, _J L-- - -� I------ =L -+ SHEET 2 INDEX MAP SCALE. 1"--150' BENCHMARK PREPARED FOR: - , B.M. 1361, SPIKE IN NORTH FACE OF P.P. YOUNG HOMES ,#1536697E AT SOUTH WEST CORNER OF 10370 TRADEMARK STREET BASELINE AVENUE AND SULTANA AVENUE. RANCHO CUCAMONGA, CA. 91730 (909) 477-6715 ELEVATION: 1365.01 YIAW N®. Id By: GINEERING irveying - Land Planning Avenue .Inia 92335 Fax ((9909) 356-1795 David S. Hammer, ACE 43976 Date (expires 6/30/2005) AVEM .. Project Location VICINITY MAP NTS 3/4:1 SLOPE OR GREATER OR ADEQUATE SHORING 90% COMPACTED NATIVE BACKFILL 3" MAX SIZE --� 6" MIN. 8" MAX. 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 1/2 CRUSHED STONE BEDDING -� STORM DRAIN 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 It 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 TRENCH DETAIL NTS W a 54W! MLdI m TYP 1 I - . _TT!! � CONCRETE ENCASEMENT N.T.S. RECORD DOCUMENT ti These Record Do currents have been prepared based r c, on information provided by others. The Design M Professional has not verified the accuracy and/or Exp, �`�'09 , 43876 8completeness of this information and shall not be responsible for any errors or omissions which may OIV!►. rated herein as a result. C! GATE CITY OF FONTANA, CALIFORNIA QROF H4AI STORE DRAIN IMPROVEMENT PLA S 9 S ,g,y9l�y �° � DRAWN BY: No, 43976 m MAG/WF/CGR TRACT NO. 16155 1=40 Exp. 6/30A)5 * DESIGNED BY: DATE. JRR _ SEPTEMBER, 2002 ivi I�o��P CHECKED R _ED DRAWING NO.: 1 CAL �sH 1 Z CITY ENGINEER RCE 51142 31$3 6 Filename: M.\DWG\15902\STORM DRAIN\SD-1.DWG