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Home My WebLink About5407-1GENERAL 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 TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK, INSPECT70N 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. 5. 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. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OF GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FET 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. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. 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 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. 11. 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. 12. 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. 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14. 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. 15. THE CONTRACTOR SHALL NOT DISTURB EXIS77NG SURVEY MONUMENTS MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, 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. 17. 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. 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19. 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. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21. 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. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECT70N OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNAT70N C700 FOR V.C.P. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCAT70N OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVAT70NS OR LOCATIONS SHOWN ON THE PLANS. 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 31. THE SEWER CONTRACTOR SHALL STAMP AN 'S" IN THE FACE OF THE CURB AT THE LOCA77ON OF THE SEWER LATERAL. 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34. ALL UNDERGROUND U77LI77ES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 37. UPON COMPLET70N OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. RLT DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE I W_i 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BASIS OF BEARINGS THE BEARING OF NORTH 00'08'00" EAST ALONG THE CENTERLINE OF REDWOOD AVENUE AS SHOWN ON PARCEL MAP NO. 17634, WAS TAKEN AS THE BASIS OF BEARINGS SHOWN UPON THIS SURVEY. LEGEND - - EXISTING R/W - - PROPOSED R/W ---- LOT LINE - CENTER LINE J� FIRE HYDRANT ......... PROPERTY LINE R/W .......... RIGHT OF WAY T. ......... CENTERLINE BOT. ....... BOTTOM SD ....... STORM DRAIN SMH ......... SEWER MANHOLE STD ......... STANDARD SEW ......... SEWER TYP........... TYPICAL IMP........... IMPROVEMENT P.I.P.......... PROTECT IN PLACE DWG ......... DRAWING EXIST.......... EXISTING RW .......... RECYCLED WATER INV ......... INVERT OF PIPE UT ......... UTILITY CVWD ......... CUCAMONGA VALLEY O9 WATER DISTRICT SPPWC......... STANDARD PLANS FOR 5 PUBLIC WORKS CONSTRUCTION - PROPOSED STORM DRAIN S EXISTING SEWER W EXISTING WATER EXISTING RECYCLED WATER EXISTING STORM DRAIN G EXISTING GAS T EXISTING TELEPHONE E EXISTING ELECTRICAL EASEMENT NOTICE TO CONTRACTOR �2 i WIVEDPRI 1plo mi0ji l*pmjjvslTffp'lvl0jEk4 mlValpffn NOTE: 11IFFIFAIRN"M 'L "Nv. CONSTRUCTION NOTES THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. A. CONTRACTOR TO ADJUST ALL VALVE COVERS AND MANHOLE RIMS TO GRADE AFTER FINAL PAVING HAS BEEN INSTALLED. CiINSTALL SHT NO. 8" (EXTRA STRENGTH) VCP SEWER LINE (BEDDING & BACKFILL PER CITY OF FONTANA STD. 1008) ..........1189 LF O2 INSTALL SEWER CLEANOUT PER CITY OF FONTANA STD. 2006 & 2009.............................................................2 MALLORY DR EA O3 INSTALL 4' SEWER MANHOLE PER CITY OF FONTANA STD. 2001.......................................................................5 EA O CONSTRUCT MIN. 5.5" AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE SUBGRADE PER CITY STD. 400....... 12,160 SF/418 TONS 50 ADJUST RIM TO GRADE AFTER FINAL PAVING IS INSTALLED............................................................................5 VALLEY EA s0INSTALL ST 6" VCP SEWER LATERAL PER CITY OF FONTANA STD. 2009...............................................................63 LF 70 GRIND 0.17' MIN. OF EXIST. AC PAVEMENT AND OVERLAY 0.17' MIN. OF AC PAVEMENT PER DETAIL A .................4850 SF Os REPLACE EXISTING PAVEMENT STRIPING AND MARKINGS IN KIND................................................................... 1 LS O9 TIE -OUT & RESET EXISTING SURVEY MONUMENT....................................................................................... 5 EA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXIS77NG UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUT70NARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOW OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCT70N OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMINIFY, AND HOLD THE OWNER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECT70N WITH THE PERFORMANCE OF WORK ON THIS PROJECT. CONTRACTOR SHALL VERIFY ALL CONDIT70NS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE OWNER PRIOR TO THE COMMENCEMENT OR WORK. SHEET INDEX SHT NO. DESCRIPTION 1 TITLE SHEET 2 SEWER IMPROVEMENT PLAN STA. 1+19.73 TO 8+00.00 3 SEWER IMPROVEMENT PLAN STA. 8+00.00 TO 13+27.16 BENCHMARK CHISELED SQUARE AT THE EAST END OF THE NORTHEAST CURB RETURN OF SAN BERNARDINO AVENUE AND REDWOOD AVENUE. SAN BERNARDINO COUNTY SURVEY BOOK 4015, PAGE 1843. ELEVATION: 1085.081 RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED. IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THESE DOCUMENTS AS A RESULT THEREOF. I !I'EGORO 01FAWING5 NO. REVISION DESCRIPTION '122114, M PA. 't • !' DATE ENGR. I CITY DATE SHEET-, 21 UTILITY CONTACTS ELECTRI C1 TY SOUTHERN CALIFORNIA EDISON CO. 300 N. PEPPER AVE. RIALTO, CA. 92376 UNDERGROUND (909) 357-6233 TRANSMISSIONS: (909) 875-5100 PIPELINES: (213) 657-1233 DISTRIBUTION: (909) 357-6233 GAS SOUTHERN CALIFORNIA EDISON CO. 1981 LUGONIA AVE REDLANDS, CA. 92374 EMERGENCIES: (800) 427-2200 WA TER FONTANA WATER CO. 15966 ARROW ROUTE FONTANA, CALIFORNIA 92335 (909) 822-2201 CIVIL ENGINEER HUI TT-ZOLLARS, INC 3990 CONCOURS, 11330 ONTARIO, CA. 91761 PHONE (909) 941-7799 FAX (909) 941-7789 CONTACT.• MAURICE MURAD LEGEND PROJECT. LIMITS' { VERIZON 4025 LA PALMA STREET ANAHEIM, CA 92807 (714) 237-6146 SEWER CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA, CA 92335 (909) 350-6632 ATTN: CARLOS NAVARRO TIME WARNER CABLE 1500 AUTO CENTER DR. ONTARIO, CA 91761 (800) 892-2253 SOILS ENGINEER/GEOTECH RANDALL AVE AkT w 1� > a 0 3 > o a Ld SAN BERNARDINO AVEuj - > EL MOLINO ST a I a MALLORY DR O aOf w } r- ROSEMARY D Z J a Of IRIS DR m a = HUNTER , VALLEY BLVD ST SOUTHERN CALIFORNIA GEOTECHNICAL, INC. 22885 SAW RANCH PARKWAY, SUITE E YORBA LINDA, CA 92887 PHONE (714) 685-1115 FAX (714) 685-1118 CONTACT.• JOHN SEMINARA '�I�Il�TII SAN BERNARDINO FWY � (INTERSTATE 10) VICINITY MAP 2' TRENCH WIDTH 2' MIN.) 10' MAX. (MIN. O GRIND 0.17' MIN. O EXIST. PAVEMENT AND OVERLAY 0.17' MIN. NOT TO SCALE 10 EXISTING PAVEMENT EXISTING PAVEMENT NEW PAVEMENT O PROPOSED SEWER DETAIL A NOT TO SCALE SHEET 3 PROPOSED 8" SEWER I c'�✓ 12"wr is w' „- 12-W 1 12"r1�1 � 121W 12'W 1"gid= G G G G \ G REDWOOR�_AVENUE at A 1.4 a SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE 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 STANDARDS IN EFFECT. SHEET INDEX MAP N. T. S. C + _ A ,! T� � W 12 8`S - G G CITY OF FONTANA, CALIFORNIA QROFESS/pNTr_ -ZOLLNPS 'l H. yG� ul 3MVIER ORPROWIENIEH7 PLAHS k s Huitt-Zollars, Inc. Ontario DRAWN BY: SCALE: W N0. 33366 m 3990 CONCOURS, #330 * ONTARIO, CALIFORNIA 91761 * (909) 941-7799 H -Z STAFF 9 9 8 8 REDWOOD AVENUE AS SHOWN EXPIRATION * 6-30-2016 * DESIGNED BY: TITLE SHEET DATE: Jl CIVIV NT 4-2016 'lF OF Cp��EAPPROVED BY MAURICE H. MURAD R.C.E. EXPIRES DATE M.H.M. CHECKED BY: AP R ED Y: DWG. NO. 733366 6-30-16 �_ ICo M.H.M. 5407 : �/3