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Home My WebLink About4922-1GENERAL NOTES -SEWER 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. J. 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. 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. 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. Z 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: 8. 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. 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 811 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION W17H H 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 FACILI T 1ES. 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 CONSTRUCT ION. 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING 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 INSPECTION 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 DOWNST REAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. . BENCHMARK AERIAL TARGET #3007 ELEV. 1070.07 AERIAL TOPO PROVIDED BY CITY OF FONTANA ELEV. 1070.07 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 DESIGNATION 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. 2Z 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 LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2X 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 LOCATION 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 UTILITIES 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 COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. Ja AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. NOTICE TO CONTRACTORS OFF-SITE SEWER IMPROVEMENT PLANS (AT JURUPA REGIONAL PARK) MARTIN TUDOR AQUATIC CENTER 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 EXISTING UTILITIES EXCEPT THOSE SHOWN ON ]NESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 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 SHOWN OR NOT THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION 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, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. BASIS OF BEARINGS THE CENTERLINE OF NUEVO CIRCLE BEING N 00' 04' 40" E PER TRACT MAP 14682 RECORDED IN MB 263 PAGE 93, OFFICIAL RECORDS, COUNTY OF SAN BERNARDINO COUNTY SURVEYORS OFFICE, WITH ROTATION PER CITY PROVIDED AERIAL TOPOGRAPHY (APPROX. 0' 49' 22" NE'LY). o D DIAL TWO WORKING 1265 N. VAN BUREN ST P.O. BOX 9020 ANAHEIM, CA 92807 CHINO HILLS, CA 91709 _.-._._ J A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 EXISTING UTILITIES EXCEPT THOSE SHOWN ON ]NESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 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 SHOWN OR NOT THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION 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, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. BASIS OF BEARINGS THE CENTERLINE OF NUEVO CIRCLE BEING N 00' 04' 40" E PER TRACT MAP 14682 RECORDED IN MB 263 PAGE 93, OFFICIAL RECORDS, COUNTY OF SAN BERNARDINO COUNTY SURVEYORS OFFICE, WITH ROTATION PER CITY PROVIDED AERIAL TOPOGRAPHY (APPROX. 0' 49' 22" NE'LY). o D DIAL TWO WORKING 1265 N. VAN BUREN ST P.O. BOX 9020 ANAHEIM, CA 92807 CHINO HILLS, CA 91709 TM.L � DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BEFORE DAYS HEF�RE YOU DIG YOU DIG m� v� mei �� CITY OF FONTANA 1-1 OLIVE ;IRCLE 14682 NUEVO J€IRCLE x INDEX MAP SCALE: 1 " = 100' CONSTRUCTION NOTES - SEWER QTY LEGEND 30 CONNECT TO EXISTING SEWER MANHOLE (CORE DRILL) AND JOIN (00.00) EXISTING ELEVATION PER DETAIL "A" ON SHEET 2............................................................. 1 EA. CONSTRUCT 4 -FOOT DIA. PRECAST CONCRETE SEWER MANHOLE 30.57 PROPOSED FINISH SURFACE ELEVATION 31 PER C.O.F. STD. PLAN N0. 2001 ........................................................ . 6 EA' PAD = 26.00 PROPOSED PAD ELEVATION 32 CONSTRUCT 8" D.I.P. CLASS 350 SEWER (PROTECTO 401 EPDXY LINED, 4 MIL ASPHALTIC COATING & WRAPPED POLYETHYLENE TUBING) IN TRENCH BEDDING TYPE "A' PER DETAIL ON THIS SHEET (LANDSCAPE REPAIR) . .............. . 444 L.F. FF = 26.50 PROPOSED FINISH FLOOR ELEVATION 33 CONSTRUCT 8" PVC (SDR 35) SEWER (GREEN ONLY) IN TRENCH BEDDING TYPE "B' PER DETAIL ON SHEET 2 (STREET REPAIR) & PER C.O.F. STD. PLAN NO. 1008 .......................501 L.F. ��_7`ERMINUSCONSTRUCT 8x6" SEWER LATERAL PVC WYE CONNECTION W/ CLEANOUT ® - - - - E - - - - EXISTING ELECTRICAL PER C.O.F. STD. PLAN N0. 2005 . .................................................. . 1 EA. EXISTING SEWER (35_ 5 CONSTRUCT 6" PVC (SDR 35) SEWER LATERAL WYE .......................................... . 1 EA. ----W---- 36 POTHOLE EXISTING SEWER LINE (UPSTREAM CONNECTION) AT SEPTIC TANK, EXISTING WATER FIELD VERIFY JOIN ELEVATION AND CONNECT TO NEW 6" SEWER LATERAL S PROPOSED SEWER ��_PERFIELD VERIFY EXACT LOCATION OF SEPTIC TANK AND LEECH FIELDS, AND ABANDON C.O.F. STANDARDS W PROPOSED WATER 38 INSTALL 21 " JACKED STEEL CASING W/ 8" PVC CARRIER PIPE PER DETAIL "B" ON SHEET 2 ........................................................... .83 L.F. FG FINISH GRADE FS FINISH SURFACE GB GRADE BREAK HP HIGH POINT INV INVERT ELEVATION TG TOP OF GRATE REV. REVISION DESCRIPTION DATE ENGR. I CITY DATE 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. Prepared Under The Supervision Of : SEELOA - I DRAWN BY STR ARMONG & BROOKS CONSULTING ENGINEERS WJ VICINITYMAP NTS N THOMAS EROS. MAP 2007 PAGE 644, J-2 SITEADDRESS MARTIN TUDOR PARK 11660 SIERRA AVENUE FONTANA, CA 92336 OWNER /DEVELOPER CITY OF FONTANA 16489 ORANGE WAY FONTANA, CA 92335 PH. (909) 350-6518 ATTIC: DAN WEST CIVIL ENGINEER ARMSTRONG &BROOKS CONSULTING ENGINEERS 1530 CONSUMER CIRCLE, UNIT B' CORONA, CA 92880 PH. (951) 372-8400 FAX (951) 372-8430 ATTIC: BILL BROOKS LANDSCAPE ARCHITECT BMLA LANDSCAPE ARCHITECTURE 310 NORTH JOY STREET CORONA, CA 92879 PH. (951) 737-1124 FAX (951) 737-6551 ATTN.: JOSH HUNT UTILITIES AT&T DISTRIBUTION INLAND EMPIRE UTILITIES 1265 N. VAN BUREN ST P.O. BOX 9020 ANAHEIM, CA 92807 CHINO HILLS, CA 91709 (909) 933-1600 CITY OF FONTANA ATTN: LIZA MUNOZ ENGINEERING DEPARTMENT 17001 UPLAND AVENUE SOCAL EDISON FONTANA, CA 92335 1351 EAST FRANCIS STREET (909) 350-7610 ONTARIO, CA 91761 (909) 930-8431 FONTANA WATER COMPANY ATTN: T80* 15966 ARROW ROUTE FONTANA, CA 92335 TIME WARNER CABLE (909) 201-7333 1500 AUTO CENTER DRIVE ATTIV: MAT YUCELEN ONTARIO, CA 91761 (909) 975-3342 THE GAS COMPANY ATTIV: PAUL CYR 1981 WEST LUGON14 AVENUE REDLANDS, CA 92374 WEST VALLEY WATER DISTRICT (909) 335-7507 855 WEST BASELINE ROAD ATTN: BRUCE WADDELL RIALTO, CA 92377 (909) 875-1804 ATTN: LON TSAI PLANNING . INFRASTRUCTURE Sr rE DLVELOPM=- - NVATER RESOURCES DESIGNED BY: 1530 CONSUMER CIRCLE, SUCI'E B . CORONA, CA 92880 P: 951 - 372 - 8400 IT. 951 - 372 - 8.90 WB WAW % Date : CHECKED BY: WILLIAM D. BROOKS R.C.E. 53114 WB/ME SHEET INDEX 1111E SHEET..................................................1. SEWER PLAN & PROFILE......................................2 CIN OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLAN MARTIN TUDOR AQUATIC CENTER SCALE: JURUPA REGIONAL PARK AS SHOWN DATE: TITWET -/-/11 A PRO D DRAWING T -2 f DAT 'Z�' j 4922 CITY EER R.C.E. 51152 0