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Home My WebLink About2782-1K/w L 0 )TI Eff, F IKAF21 OVEKAENT PLAN f5ffffGH AVENUE A.P.N. 237- 131- q,10,14 AN[) FOFTION Of: 8 CITY OF FONTANA ASP q8-32 R/W 52' � ,40' 40' 3 32' 8' ' 16' � 24' v BEEGH AVENUE TYFIGAL... OK055 SECTION 5TA 7+114 TO 17+64 CONSTRUCTION NOTES/ESTIMATE OF QUANTITIES ** QI INSTALL 4' AG OVER 6' AGG DASE** (7800 5F) 182 TONS ........................144 GY AGG 2 INSTALL 8' PGG GURD AND GUTTER PER GITY STD IOI...............g70 LF 30 INSTALL 2'x 4' REDWOOD HEADER ............................................... 8 LF ® REMOVE EXISTING 8' PGG GURD AND GUTTER q70 LF 05 REMOVE EXISTING CATCH DA51N.................................................. 2 EA ® EXISTING SEWER MANHOLE PROTECT IN PLAGE .......................... 2 EA U7 EXI5TIN6 5.D. MANHOLE PROTECT IN PLAGE .................. I........... 2 EA ® INSTALL CATCH DASA PER APWA 5TD 300-1 (SEE SHEET 4).. 2 EA (V-4', H-4', W-21', A -(o0' ) 0 INSTALL 24'0, 1250D, RGP (EXTEND EX15TN6 TO MEET G.D.).... 19 LF 10 GON5TRUGT D/W APPROACH (R-25'), W-45' PER GITY 5TD........ 750 5F I@ INSTALL 8- AG DERM PER 5.®.G.R.D. 5TD. 117 (SEE SHEET 4) ......IL LF 12 RELOCATE EXISTING FIRE HYDRANT ............................................ I EA 13 GONSTRUGT PGG COLLAR AT PIPE TO PIPE CONNECTION PER APWA STD 380-1 (5EE SHEET (o) ........................................2 EA I® RELOGATE EXISTING STREET LIGHT 3 15 RELOCATE EXI5TIN6 VAULT I EA 16 SAWGUT AND REMOVE EXISTING AG PAVEMENT TO FORM SMOOTH EDGE............................................................ qO 5F ** PRELIMINARY 5EGTION: FINAL DEGTION TO DE DETERMINED DY 501L5 ENGINEER. E 5TiMATE OF QUANTITIES IS FOR PERMIT rL"05El5 ONLY. CONTRACTOR 15 RESPONSIBLE FOR OWN QUANTITIES. RENGHMAW TOP OF GURD AT THE 50UTt-LY LOND OF Tt-E GURD RETURN AT THE 50UTHW5T GORIER OF DEEGH AVENUE AND SANTA ANA AVENUE ELEVATION 1002.17 GENERAL NOTES 1. ALL WORK 5HALL BE IN AGGORDANGE WITH THESE PLAN5, THE GITY OF FONTANA STANDARD PLANS, THE GONTRAGT PROV151ON5 AND THE STANDARD 5PEGIFIGATION5 FOR PUDLIG WORKS GONSTRUGTION('GREEN ROOK'). ALL REFERENCE 5PEGIFIGATION5 AND 5TANDARD5 SHALL DE THE LATEST EDITION UNL-E55 OTHERWISE NOTED. 2. GON5TRUGTION PERMITS 5HALL DE OBTAINED FROM THE GITY OF FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL DE REQUESTED AT LEA5T TWO WORKING DAY5 PRIOR TO THE START OF ANY WORK IN PUDLIG RIGHT-OF-WAY WITHIN THE CITY LIMITS. GALL (qOq) 350-7610. 3. THE GONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATIONS AND WATER REQUIREMENTS. 4. GURVE DATA REFERS TO THE FACE GURD. 5. STATIONING REFERS TO THE GENTERLINE OF 5TREET5 EXGEPT WHERE OTHERW15E NOTED. 6. ALL UNDERGROUND UTILITIES SHALL DE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF 5TREET5. 7. THE LOGATION5 OF UTILITIE5 SHOWN HAVE DEEN DETERMINED FROM AVAILADLE INFORMATION. HOWEVER, IT SHALL DE THE RE51"05151LITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOGATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERG15E PROPER PREGAUTION TO AVOID DAMAGE THERETO. THE GONTRAGTOR 5HALL GONTAGT UNDERGROUND 5ERVIGE ALERT AT 1-800-422-403 TWO WORKING DAY5 DEFORE EXGAVATION. 8. ALL MANHOLES, GLEANOUT FRAMES, GOVER5 AND VALVE DOXE5 5HALL DE RA15ED TO FINISHED GRADE DY THE PAVING CONTRACTOR UPON GOMPLETION OF PAVING. q. THE GONTRAGTOR SHALL COORDINATE GON5TRUGTION WITH ALL UTILITY GOMPANIE5 INGLUDING, DUT NOT LIMITED TO, GA5, TELEPHONE, ELEGTRIG, GADLE TELEV1510N, LAND5GAPIN6, LAND5GAPE IRRIGATION, DOME5TIG WATER, REGLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND GALTRAN5. ALL UTILITY GOMPANIE5 SHALL 5E GIVEN TWO WORKING DAY5 NOTICE PRIOR TO WORK AROUND THEIR FAGILITIE5, 10. A5-15UILT DRAWINGS SHALL DE PROVIDED DY THE GONTRAGTOR TO THE ENGINEER OF RECORD, WHO 5HALL PROVIDE REGORD DRAWINGS TO THE CITY ENGINEER. 11. TYPE, LOGATION AND WIDTH OF DRIVEWAY APPROACH SHALL DE DETERMINED AT THE TIME OF GON5TRUGTION AND SHALL GONFORM TO THE CITY OF FONTANA 5TANDARD DETAILS. 12. WHEN GONFLIGT 15 FOUND TO EX15T IN THE CONTRACT DOGUMENT5 THAT GAN NOT DE RESOLVED DY REFERENGE TO PREGEDENGE PROVI510N5 IN THE 'GREEN BOOK' THE CONTRACTOR 5HALL IMMEDIATELY REPORT SAID GONFL.IGT TO THE CITY ENGINEER FOR RE50LUTION. 13. APPROVED SOIL 5TERILANT 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO FL -AGEMENT. 14. ALL EXP05ED CONCRETE 5URFAGE 5HAL.L CONFORM IN GRADE, GOLOR AND FINISH TO MATCH EXISTING GONGRETE. 15. NO GONGRETE 5HALL DE PL -AGED UNTIL THE FORMS AND REINFORCING 5TEEL HAVE DEEN PLAGED, IN5PEGTED AND APPROVED. 16. THE WALL5 AND FAGE5 OF ALL EXGAVATION5 GREATER THAN FIVE(5) FEET IN DEPTH SHALL DE GUARDED DY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF GALIFORNIA. TRENGHE5 LE55 THAN FIVE(5) FEET 5HALL AL50 DE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 17. THE GONTRAGTOR SHALL ODTAIN A PERMIT TO PERFORM EXGAVATION OR TRENCH WORK FOR TRENGHE5 5 FEET OR GREATER IN DEPTH FROM THE GALIFORNIA STATE DIV151ON OF INDUSTRIAL SAFETY. 18. NO TRENCH DAGKFILL 5HALL TAKE PL -AGE WITHOUT PRIOR APPROVAL OF THE CITY IN5PEGTOR. Iq. THE GONTRAGTOR 5HALL NOT GAU5E ANY EXCAVATED MATERIAL, MUD, 51LT OR DEBRIS TO DE DEP051TED ONTO PUDLIG OR PRIVATE PROPERTY ADJAGENT TO THE RIGHT OF WAY DURING CON5TRUGTION WITHOUT PRIOR WRITTEN APPROVAL. 20. IT SHALL DE THE RE5PON51DIl..ITY OF THE GONTRAGTOR TO MAINTAIN DARRIGADE5, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 21. A GEOTEGHNIGAL ENGINEER SHALL CERTIFY ALL DAGKFILL COMPACTION. FAILURE TO ODTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE 5PEGIFIED DENSITY 15 ODTAINED. 22. ALL MATERIALS AND METHODS ARE SUDJEGT TO THE APPROVAL OF THE CITY ENGINEER. 23. ADEQUATE GON5TRUGTION CONTROL 5TAKE5 5HALIL DE 5ET DY THE ENGINEER TO ENADLE THE CONTRACTOR TO GON5TRUGT THE WORK TO THE PLAN GRADES. THE CONTRACTOR 5HALL DE RE51`ON51DLE FOR THE PRESERVATION OF 5ENGHMARK5 AND GON5TRUGTION CONTROL 5TAKIN6 DURING GON5TRUGTION. 24. GARE 5HOULD DE TAKEN TO PREVENT 6RADE5, DITGHE5, AND 5WALE5 FROM UNDERMINING STREET IMPROVEMENTS. UPON IN5PEGTION OF THE 51TE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERRODABLE 5WALE5 ENTERING OR LEAVING IMPROVEMENTS. 25. THE CONTRACTOR SHALL NOT D15TURD EXISTING SURVEY MONUMENTS, MONUMENT TIES OR DENGH MARKS WITHOUT PRIOR NOTIFICATION TO THE GITY ENGINEER. 26. REMOVAL AND REPLAGEMENT OF EXI5TIN6 SURVEY GONTROL, INGLUDING SURVEY MONUMENTS, MONUMENT TIES AND DENGHMARK5, 5HAL - DE DONE DY A REGISTERED GIVIL ENGINEER OR LIGENSED LAND SURVEYOR, SURVEY MONUMENT5 THAT WILL DE DESTROYED A5 A RESULT OF TH15 GON5TRUGTION SHALL DE REPLAGED. THE GONTRAGTOR 5HALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO GONDTRUGTION 50 THAT TIES TO MONUMENTS GAN DE E5TADLI5HED FOR LATER REPLAGEMENT OF THE MONUMENT. 27. PAVEMENT 5TRUGTURAL 5EGTION5 SHOWN ARE MINIMUM AND 5UBJEGT TO REV15ION AND APPROVAL OF THE GITY ENGINEER A5 DETERMINED DY 501L5 TE5T5 AFTER GOMPLETION OF ROUGH GRADING. 28. ACTUAL THIGKNE55 OF A.G. PAVEMENT AND/OR DA5E GOUR5E MATERIAL FOR DTRUGTURAL STREET 5EGTION5 5HALL DE REGOMMENDED DY A CEOTEGHNIGALL REPORT AND SUBMITTED TO THE GITY OF FONTANA FOR APPROVAL.- UPON PPROVALUPON GOMPLETION OF ROUGH GRADING. 2q. THE GONTRAGTOR 5HALL MAINTAIN AGGE55 FOR LOGAL RESIDENTS AND DU51NE55E5 AT ALL TIMES. A MINIMUM 12 FEET LANE SHALL DE MAINTAINED AT ALL TIMES IN THE GL05URE AREA FOR RE5IDENT5 AND EMERGENGY VEHIGLE5. 30. NO MATERIAL OR EQUIPMENT SHALL DE 5TORED IN THE PUDLIG RIGHT OF WAY WITHOUT PRIOR APPROVAL OF THE IN5PEGTOR. 31. THE SEWER CONTRACTOR 5HALL STAMP '5' IN THE FAGS OF THE GURD AT THE LOGATION OF THE SEWER LATERAL, 32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INGLUDING ADEQUATE WATERING AT ALL TIMES. 33. THE GONTRAGTOR SHALL CONFORM TO ALL TRAFFIC GONTROL POLIGIE5, METHODS AND PROGEDURE5 DE5GRIDED IN THE 'W.A.T.G.H. MANUAL', LATEST EDITION UNLE55 OTHERWISE DIREGTED DY THE GITY TRAFFIG ENGINEER. 34. UPON GOMPLETION OF GON5TRUGTION, GONTRAGTOR SHALL RESTORE ALL SIGNING, STRIPING, DARRIGADE5, AND OTHER TRAFFIC CONTROL DEVIGE5 TO THE 5AT15FAGTION OF THE GITY TRAFFIC ENGINEER. 35. IT 5HALL DE THE RE5PON51DILITYOF THE CONTRACTOR TO MAINTAIN DARRIGADE5, DELINEATOR5 OR OTHER TRAFFIC GONTROL DEVIGE5 AT ALL TIMES. 36. ALL GRADING OPERATIONS 5HALL DE DISGONTINUED WHEN SUSTAINED WIND VELOGITIE5 EXCEED 25 MILES PER HOUR. 37. GONTRAGTOR SHALL RELOGATE AND/OR REPLAGE LAND5GAPIN6, SPRINKLERS AND 51DEWALK5 AFFEGTED DY THE GONSTRUGTION TO THE 5AT15FAGTION OF THE GITY ENGINEER. PRIVATE ENGINEER'S NOTES TO GONTRAGTOR THE EX15TENGE AND LOGATION OF ANY UNDERGROUND UTILITY PIPES, GONDUIT5 OR 5TIRUGTURE5 SHOWN ON THESE PLANS ARE OBTAINED DY A 5EARGH OF THE AVAILABLE REGORD5. TO THE DE5T OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIE5 EXGEPT A5 5HOWN ON THESE DRAWINGS. THE GONTRAGTOR 15 REQUIRED TO TAKE PRECAUTIONARY MEA5URE5 TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER A55UME5 ALL LIABILITY AND RE5PON51511.-ITY FOR UTILITY PIPES, GONDUIT5 OR STRUGTURE5 SHOWN OR NOT SHOWN ON THF -5E DRAWINGS. GONTRAGTOR AGREES THAT HE 5HALL A55UME SOLE AND GOMPLETE RE5PON5151L.ITY FOR JOB5ITE GONDITION5 DURING THE GOUR5E OF GON5TRUGTION OF TH15 PROJEGT, INGLUDING SAFETY OF ALL PER5ON5 AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY GONTINUOU5LY AND NOT DE LIMITED TO NORMAL WORKING HOURS; AND THAT THE GONTRAGTOR 5HALL DEFEND, INDEMNIFY AND HOLD THE GOUNTY, THE OWNER AND THE ENGINEER HARMLE55 FROM ANY AND ALL LIADILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OR WORK ON TH15 PROJEGT, EXCEPTING FOR LIABILITY AIZ15ING FROM THE 50LE NEGLIGENGE OF THE OWNER OR T EW3NEER. /iv1ELVIN W. THATCHER III, P.E. RGE 39964 EXP.12/�I/01