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Home My WebLink About5706-1GENERAL NOTES FOR SEWER UNNEMENT PLANS 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. 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. 7. 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 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 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 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 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. 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 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 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 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. 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. HOLD HARMLESS INDEMNIFICATION CLAUSE: THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY OF ONTARIO, THE OWNER, AND THE PRIVATE ENGINEERS HARMLESS FOR ANY AND ALL LIABILITY; REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 993-1600 -BOTTOM OF PIPE T.S. EXISTING UNDERGROUND STRUCTURES: ALL UNDERGROUND UTILITIES OR STRUCTURE, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED ARE RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES STRUCTURES CONCERNED BEFORE STARTING WORK. NOTICE TO CONTRACTOR: CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. SEE DETAIL SHEET 1 BENCH MARK: CITY OF FONTANA BENCHMARK NO. 00289" FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF POWERPOLE NUMBER 61319 AT THE NORTHEAST CORNER OF THE INTERSECTION OF SANTA ANA AVENUE AND CATAWBA AVENUE. ELEVATION = 1032.22' S W R IMPROV M NT P ANS SANTA ANA AV NU CYPR SS AV NU JURUPA AV NU FONTANA, CALIFORNIA 75+00 TOLL FREE -qqm�- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT UTILITY CONTACTS: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION. AT&T: (510) 645-2929 -CATCH BASIN CITY OF FONTANA: (909) 350-7610 -BEGINNING OF CURB RETURN TIME WARNER CABLE: (909) 975-3398 -END OF CURB RETURN SOUTHERN CALIFORNIA GAS COMPANY: (909) 335-7583 -LOW POINT FONTANA WATER COMPANY: (909) 201-7333 -STEM WALL SOUTHERN CALIFORNIA EDISON COMPANY: (909) 928-8270 -TOP OF PIPE INLAND EMPIRE UTILITIES AGENCY: (909) 993-1600 -BOTTOM OF PIPE SHEET INDEX 1 TITLE SHEET - GENERAL NOTES, CONSTRUCTION NOTES & LEGENDS 2 SANTA ANA AVE - STA. 710+46.98 TO 717.42.74 3 CYPRESS AVE AND JURUPA AVE - SITE SEWER LATERALS AND PROFILES 0 100 200 400 600 SCALE: 1 "= 200' BA545 OF BEA_1?1NG,5.- z SANTA ANA SAN BERNARDINO FRWY JURUPA AVENUE Cl-rY OF F 0 INT -A JINIA '110 VICINITY MAP N. T. S. SEWER CONSTRUCTION NOTES: 0- REMOVE EXISTING 8" VCP PLUG. 0- CONSTRUCT 8" EXTRA STRENGTH VCP SEWER PIPE TRENCH AND BEDDING PER CITY OF FONTANA STD. 1008 CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD. 2001 &_ ADJUST RIM TO GRADE AFTER FINAL PAVING IS INSTALLED PER CITY OF FONTANA STD. 2000 QCONSTRUCT 6" VCP SEWER LATERAL AND CLEANOUT PER CITY OF FONTANA STD. 2005 0 CONSTRUCT SEWER CLEAN OUT BOX PER CITY OF FONTANA STD. 2006. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM (CCS8J), ZONE 5, NORTH AMERICAN DATUM 198J (NAD8J) BASED LOCALLY ON CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) "EWPP" AND "LORS" AS SHOWN HEREON (BASIS OF BEARINGS.- N 81*2926" W). ALL BEARINGS SHOWN HEREON ARE GRID BEARINGS. COORDINATES SHOWN ARE BASED ON NAD8,3, CCS8J, ZONE 5, 2010.0 EPOCH, AS FURNISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) AND PUBLISHED WITH THE NATIONAL GEODETIC SURVEY (NGS). ALL DISTANCES SHOWN ARE GROUND DISTANCES, UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES, MULTIPLY GROUND DISTANCES BY A COMBINATION FACTOR OF 0.99995JO827 DERIVED LOCALLY AT THE FOUND I" IRON PIPE (OPEN) ACCEPTED AS THE INTERSECTION OF JURUPA AVE. AND OLEANDER AVE., J4*02'5,3.7J611" NORTH, 117*2655.26062" WEST. THE MAPPING ANGLE AT 1" IRON PIPE IS 0'18'51.J2506". LE43END: OUANTITY: 1 EA 686 LF 686 LF 3 EA 3 EA 136 LF 3 EA F11 -PROPERTY LINE C.B. -CATCH BASIN R/W -RIGHT OF WAY B.C.R. -BEGINNING OF CURB RETURN -CENTERLINE E.C.R. -END OF CURB RETURN ARCH. -ARCHITECTURAL L.P. -LOW POINT T.C. -TOP OF CURB S.W. -STEM WALL F.L. -FLOW LINE T.O.P. -TOP OF PIPE F.S. -FINISH SURFACE B.O.P. -BOTTOM OF PIPE T.S. -TOP OF CONCRETE SLAB R -RADIUS H.P. -HIGH POINT T.F. -TOP OF FOOTING F.F. -FINISH FLOOR T.W. -TOP OF WALL R. D. -ROOF DRAIN C.M.B. -CRUSHED MISC. BASE R. C. P. -REINFORCED CONCRETE PIPE S.F. -SQUARE FEET INV. -INVERT (0.00) -EXISTING ELEVATION S = -SLOPE B.O.W. - BOTTOM OF WALL F.G. -FINISH GRADE T.G. -TOP OF GRATE S.D. -STORM DRAIN N.G. -NATURAL GRADE T.R. -TOP OF RAIL TOP -TOP OF SLOPE ST. LT. -STREET LIGHT TOE -TOE OF SLOPE G. B. -GRADE BREAK E.P. -EDGE OF PAVEMENT H.P. -HIGH POINT A.C. -ASPHALT CONCRETE H -HEIGHT OF RETAINING C. L. F. -CHAIN LINK FENCE C.F. -CURB FACE CONC. -CONCRETE B.W. -BACK OF WALK PKWY DRAIN -PARKWAY DRAIN L.S. -LANDSCAPING H.C. -HANDICAP A.B. -AGGREGATE BASE EXIST. -EXISTING P.V.C. ---POLY VINYL CHLORIDE TRANS PAD -TRANSFORMER PAD C.I.P. -CAST IRON PIPE BLDG -BUILDING F. H. -FIRE HYDRANT M.H. -MANHOLE P.P. -POWER POLE T.B. -TOP OF BERM V.C.P. -VITRIFIED CLAY PIPE CSRC CORS STATION ISWPP" NORTH LATITUDE J4'06'15.70lJJ" WEST LONGITUDE 117*Jl'J2.05857" CALIFORNIA STATE PLANE COORDINAFE SYSTEM (SPCS), ZONE 5 NORTH AMERICAN DATUM 198.1 0010.0 EPOC14) /V 157- _29 :?6 NORTHING = 1,860,6J9.606 U.S. SURVEY FEET EASTING = 6,705,286.971 U.S. SURVEY FEET ELEVATION = 1192.248 U.S SURVEY FEET COMBINED FACTOR = 0.9999JJ6429 CONVERGENCE ANGLE = 00'16'14 " CSRC CORS STATION lORS" NORTH LA TITUDE J4'0759.9649J" 4/ WEST LONGITUDE 117*45'14.60442" CALIFORNIA STATE PLANE COORDINATE SYSTEM (SPCS), ZONE 5, NORTH AMERICAN DATUM 198J, (2010.0 EPOCH) Del NORTHING = 1,870,992.226 U.S. SURVEY FEET WE LASTING = 6,6J6,09J.592 U.S. SURVEY FEET ELEVATION = 7581.278 U.S SURVEY FEET COMBINED FACTOR = 0.9999095J55 CONVERGENCE ANGLE = 00*0825" N 0'22'16 " W GP,5 TIES & BA,51S OF BEARING,5 2 27,34.82' N. TS. 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 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. f^ OFESS/% ,4e R.C.E. NO. 56155'-- U-1 Exp. 12-31-18 CIV 0 F, c N 0 Prepared Under The Supervision Of T17lignes Englneel-lng, Inc. CIWL ENGINEERING - LAND SURVEYING 14J49 FIRESTONE BOULEVARD DRAWN BY: LA MIRADA, CALIFORNA 906J8 PH.(714)521-4811 FAX(714)521-417J D.T. M.S.R. Date 1!4 UHLUKLU bY REINHARD STENZEL RCE NO. 5615 R.S. DRF 15-017 CITY OF FONTANA, CALIFORNIA cn SEWER IMPROVEMENT PLAN w TITLE SHEET SCALE: GENERAL NOTES, CONSTRUCTION NOTES & LEGENDS AS SHOWN SOUTH WEST FONTANA LOGISTICS CENTER DATE: a) CORN% ANA AND CYPRESS AVE a, _---�lw PAJ�T" 0. 19711 A z DRAWING NO: 0-.1 D DATE: 5706* CITY ENGINEER R.C.E. 51152 V3130