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Home My WebLink About2754-1d BENCHMARK �SNoo4oe F EET OV ENT FLw..-AN) BEING ARAILROAD SPIKE IN A POWER POLE LOCATED 3.5 MILES WEST ALONG S.P. RR FROM THE 51ERRA AVENUE OVERGROh51N6 AT BANANA AVENUE, 4 POLES WEST OF MILE P05T 529, 30 FEET 50UTH OF SOUTH RAIL OFh.P. MAIN TRACKS, 36 FT � FON TANA WEST OF BANANA AVE EXTENDED. GITY 0 ELEVATION 1,00.5310 KAV -III=III=III=nf 111,;, III,, III.�1 III iii,Il TENN'ORARY DERM AND GAP PER SEGTION A -A TYPICAL 5EC11ON 5TA 4*40.% TO 7+2q52 NT5 3' AG OVER COMPACTED FIL SECTION NT5 2'_0.. EXI5TING FI�5H " GROUND 4'W/*4w120O.G. (DOTHWAY5) a I' GLEAR � 3 LEVEL , ,• 2' OWNER SHALL DE RE5FON51DLE TO MAINTAIN GOV EKED DRAIN TO PROVIDE FOR DRAINAGE FROM ON51TE TO CITY R16HT OF WAY. FG WARIE5 (8' MAX) 2 -*3 GOVT. (DOTH 51PE5) 0 PGG WITH 6'x 6' 10/10 WIZE NC5H CENTERED GONCRUE DRAN DUAL NT5 -11 R W JE ------- - z a c4 LLJ X� w N > NG LU Al r A + y UNDER51PEWALK 14,l; DRAIN 5TD IMP. 4-1� �J �'iOLD WfiTE 9TRPE EXISTNG nANTER PLAN VIEW DETAL OF GONGRETE DRAIN 1`-10' 4' 50 of Cg � • , oe ob � • a • s • a . E-� NT5 MOM romm NT5 GRO55-5EGTION5 (NOTE: STEEL PER GONGRETE DRAIN DETAIL TH15 PAGE) m [)EGEmff5Ef lqlqcl GON5TRUGTION NOTE5/E5TIMATE5 OF QUANTITIES QI INSTALL 4' AG OVER 3' AGG DASE**..................................... q5 TONS AG 38 GY A66 2Q GON5TRUGT 8' PGG GURD 0, GUTTER PER CITY STD 101.......... 78 LF 0 GON5TRUGT G' AG DERM PM CITY 5TD % ........................... W LF ® CONSTRUCT 4'x 4' WIDE 51DEWALK PER CITY 5TD 105-A .......50.0 5F U5 CONSTRUCT PGG D/W APPROAGH PM CITY 5TP 102-6 W'-33'....530 51e �6 REMOVE EXISTING PAVEMENT .............................................. 3555 5F 0 REMOVE EXISTNG PCG SLAG ................................................ Ig25 5F ® REMOVE EXISTING PGG GURD 4 GUTTER.. 57 LF Q REMOVE EXISTM AG DEIRM................................................... I I I LF 10 5AWGUT EXISTING AG PAVEMENT . TO. FORM A GLEAN... 180 LF STRAIGHT EDGE I I GON5TRUGT LINDER5IDEWALK DRAIN PER GITY 5TD 124 ...............1 EA (MODIFIED: W-2' CLEAR, GF -8', -OLqO ) 0 REMOVAL -5 A5 NOTED.............................................................. L5 13 0.1 MIN. AG OVERLAY..................................................................5405 5F ® WN5TRUGT 2' WEE GONGRETE DIVAN PER PETAL TF•I5 PAGE....,% LF O INSTALL RIGHT TURN ON..Y(GALTRAN5 5TD R-41) ......................... I EA ® hI5TAL.L Y *VE X W DEEP X 4' THIGK AG FLOW-lNE.................40 Lf 0 INSTALL 3' AG OVER COMPACTED NATIVE .................................855 5F (15 TONS) ® INSTALL 4' 50LID WHITE LIME %Hak -pm 5TrE PER .................250 L.F GALTRAN5 5TD. PETAL Z715. INSTAL. les a4TVCA lsj64 2,2,sao Lumen N pSV 1 Qw *ESTIMATE FOR DONDING PURP05E5 ONLY. CONTRACTOR 15 RE5POWAN E FOR OWN QUANTITIES. **PRELIMINARY 5EGTIOIN-FNA.. SECTION TO DE DETERMINED DY 50L5 ENGINEER. PRIVATE EN6INEERr5 NOTES TO GONTI�AGTOR THE EXI5TENGE AND LOGATION OF ANY UNDERGROUND UTILITY PIPES, GONDUITS OR STRUGTURE5 SHOWN ON THESE PLANS ARE ODTAINED DY A 5EARGH OF THE AVAILADLE REGORD5. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXGEPT A5 5HOWN ON THESE DRAWINGS. THE GONTRAGTOR IS REQUIRED TO TAKE PREGAUTIONARY MEA5URE5 TO PROTEGT THE UTILITY LINE5 SHOWN ON THESE DRAWINGS. THE GONTRAGTOR FURTHER A55UME5 ALL LIADILITY AND IRE5PON5IDILITY FOR UTILITY PIPES, GONDUIT5 OR 5TRUGTURE5 SHOWN OR NOT SHOWN ON THESE DRAWINGS, GONTRAGTOR AGREES THAT HE SHALL A55UME SOLE AND COMPLETE RE5PONSIDILITY FOR JOD5ITE GONDITION5 DURING THE GORSE OF GON5TRUGTION OF THI5 f ROJEGT, INGLUDING SAFETY OF ALL PER50N5 AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY GONTINUOU'5LY AND NOT DE LIMTED TO NORMAL WORKING HOUR5; AND THAT THE GONTRAGTOR SHALL DEFEND, INDEMNIFY AND HOLD THE GOUNTY, THE OWNER AND THE ENGINEER HARMLE55 FROM ANY AND ALL LIADILITY, REAL OR ALLEGED, IN GONNEGTION WITH THE PERFORMANCE OR WORK ON THIS PROJEGT, EXCEPTING FOR LIADILITY ARISING FROM THE 5OLE IEGLIGENGE OF THE OWNED OR GINEER. MELVIN W. THATGHER IR, P.E. RGE EXP. 12/31/01 GRADING NOTES 1. ALL WORK SHALL DE IN ACCORDANCE WITH THESE PLANS; THE CITY OF FONTANA 5TANDARD PLANS, THE CONTRACT PROV15ION5 AND THE 5TANDARD 5PEGIFIGATION5 FOR PUDLIG WORKS GON5TRUGTION ('GREEN 1300K'). ALL REFERENCE 51"EGIFIGATION5 AND 5TANDARD5 SHALL DE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. GON5TRUGTION PERMITS SHALL DE ODTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. IN5PEGTION GOORDINATION 5HALL DE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUDLIG RIGHT- OF-WAY WITHIN THE CITY LIMITS. GALL (qOq) 350-7610. 3. THE CONTRACTOR 5HALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. GONTRAGTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 4. CURVE DATA REFERS TO THE FAGE OF CURD. 5. STATIONING REFERS TO THE GENTERLINE OF 5TREET5 EXCEPT WHERE OTHERW15E NOTED. 6. ALL UNDERGROUND UTILITIES 5HALL DE IN5TALLEP, TESTED AND APPROVED PRIOR TO PAVING OF 5TREET5. 7. THE LOGATION5 OF UTILITIES SHOWN HAVE DEEN DETERMINED FROM AVAILADLE INFORMATION. HOWEVER, IT SHALL DE THE RE5PON5115ILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOGATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERGISE PROPER PREGAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL GONTAGT UNDERGROUND 5ERVIGE ALERT AT 1-800-227-2600 TWO WORKING DAY5 DEFORE EXCAVATION. 8. ALL MANHOLES, GLEANOUT FRAMES, GOVER5 AND VALVE DOXE5 SHALL DE RA15ED TO FIN15H GRADE DY THE PAVING CONTRACTOR UPON GOMPLETION OF PAVING. q. THE GONTRAGTOR 5HALL COORDINATE GON5TRUGTION WITH ALL UTILITY GOMPANIE5 INGLUDING, DUT NOT LIMITED TO, 6A5, TELEPHONE, EL-EGTRIG, GADLE TELEV1510N, LAND5GAPE IRRIGATION, DOME5TIG WATER, REGLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND GALTRAN5. ALL UTILITY GOMPANIE5 5HALL DE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 10. A5-DUILT DRAWINGS SHALL DE PROVIDED DY THE CONTRACTOR TO THE ENGINEER OF REGORD, WHO SHALL PROVIDE RECORD PRAW- -IN65 TO THE CITY ENGINEER. 11, TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL DE DETERMINED AT THE TIME OF GONSTRUGTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 12. WHEN GONFLIGT IS FOUND TO EX15T IN THE CONTRACT DOGUMENT5 THAT GAN NOT DE RE5OLVED DY REFERENGE TO PRECEDENCE PROV1510N5 IN THE 'GREEN DOOK', THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR KE5OLUTION. 13. APPROVED 501E 5TERILANT 15 REQUIRED UNDER ALL NEW PAVE- MENT PRIOR TO PLAGEMENT. 14. ALL EXP05ED CONCRETE 5URFAGE5 SHALL GONFORM IN GLADE, COLOR AND FIN15H TO MATCH EXISTING CONCRETE. 15. NO CONCRETE SHALL DE PL -AGED UNTIL THE FORMS AND REINFORGING STEEL 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 DIVI510N OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENGHE5 LE55 THAN FIVE(5) FEET SHALL AL50 DE GUARDED WHEN THE POTENTIAL EXI5T5 FOR GROUND MOVEMENT. 17. THE GONTRAGTOR SHALL ODTAIN A PERMIT TO PERFORM EXCAVATION OR TRENGH WORK FOR TRENGHE5 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE PIV15ION OF INDUSTRIAL SAFETY. 16. NO TRENCH DAGKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY IN5PEGTOR, Iq, THE GONTRAGTOR SHALL NOT GAU5E ANY EXGAVATED MATERIAL, MUD, SILT OR DEDRI5 TO DE DEP051TED ONTO PUDLIG OR PRIVATE PROPERTY ADJAGENT TO THE RIGHT OF WAY DURING GON5TRUOTION WITHOUT PRIOR WRITTEN APPROVAL. 20. IT 5HALL DE THE KE51"ON5115ILITY OF THE CONTRACTOR TO MAINTAIN DARRIGADE5, DELINEATOR5 OR OTHER TRAFFIC CONTROL AT ALL TIMES. 21. A GEOTEGHNIGAL ENGINEER 5HALL GERTIFY 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 MATERIAL AND METHODS ARE 5UDJEGT TO THE APPROVAL OF THE CITY ENGINEER, 23. ADEQUATE GON5TRUGTION CONTROL 5TAKE5 SHALL DE 5ET DY THE ENGINEER TO ENADLE THE CONTRACTOR TO GON5TRUGT THE WORK TO THE PLAN GRADES. THE GONTRAGTOR SHALL DE RE5PON5115LE FOR THE PRESERVATION OF DENGHMARK5 AND GONSTRLJGTION CONTROL 5TAKN6 DURING GONSTRUGTION. 24. CARE SHOULD DE TAKEN TO PREVENT 6RADE5, DITGHE5, AND 5WALE5 FROM UNDERMINING STREET IMPROVEMENTS. UPON IN5PEGTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODADLE SWAL.E5 ENTERING OR LEAVING IMPROVEMENTS. 25. THE CONTRACTOR SHALL NOT D15TURD EXISTING SURVEY MONUMENT5, MONUMENT TIES OR DENGHAMRK5 WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 26. REMOVAL AND REPLACEMENT OF EXISTING SURVEY GONTROL, INGLUDING SURVEY MONUMENTS, MONUMENT TIES AND DENGHMARK5, SHALL DE DONE DY A REGISTERED GIVIL ENGINEER OR LICENSED LAND 5URVEYOR, SURVEY MONU- -MENT5 THAT WILL DE DESTROYED A5 A RESULT OF THI5 GON5TRLJGTION SHALL DE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO GON5TRUGTION 50 THAT TIES TO MONUMENT5 CAN DE E5TADLI5HED FOR LATER REPLAGEMENT OF THE MONUMENT. 27. PAVEMENT 5TRUGTURAL 5EGTION5 SHOWN ARE MINIMUM AND 5UDJEGT TO IZEV15ION AND APPROVAL OF THE CITY ENGINEER A5 DETERMINED DY SOILS TE5T5 TAKEN AFTER COMPLETION OF ROUGH GRADING. 28. ACTUAL THIGKNE55 OF A.G. PAVEMENT AND/OR BASE GOUR5E MATERIAL FOR 5TRUGTURAL STREET 5EGTIONS 5HALL DE RECOMMENDED DY A GEO- -TEGHNIGAL REPORT AND 5U15MITTED TO THE CITY OF FONTANA FOR APPROVAL UPON GOMPLETION OF ROUGH GRADING. 2q. THE CONTRACTOR SHALL MAINTAIN AGGE55 FOR LOCAL RE5IDENT5 AND DU51NES5E5 AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL DE MAINTAINED AT ALL TLMES IN THE GL05URE AREA FOR RE5IDENT5 AND EMERGENGY VEHIGLE5. 30. NO MATERIAL OR EQUIPMENT SHALL DE STORED IN THE PUDLIG DIGHT OF WAY WITHOUT PRIOR APPROVAL OF THE IN5PEGTOR. 31. THE SEWER CONTRACTOR SHALL STAMP AN 85' IN THE FACE OF THE CURD AT THE L.OGATION OF THE SEWER LATERAL. 32. THE GONTKAGTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DU5T CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 33. THE CONTRACTOR 5HAl..L CONFORM TO ALL TRAFFIC CONTROL POLIGIE5, METHODS AND PROGEDURE5 DE5GRIDED IN THE 'W.A.T.G.H. MANUAL', LATEST EDITION UNL�E55 DIREGTED DY THE CITY TRAFFIC ENGINEER. 34. UPON GOMPLETION OF GON5TRUGTION, GONTRAGTOR SHALL RE5TOIrE ALL 516NIN6, 5TRIPIN6, DARRIGADES, AND OTHER TRAFFIC CONTROL DEVIGE5 TO THE 5AT15FAGTION OF THE CITY TRAFFIG ENGINEER, 35. IT SHALL DE THE RE5PON51DILITY OF THE CONTRACTOR TO MAINTAIN DARRIGADE5, DELINEATOR5 OR OTHER TRAFFIC, CONTROL DEVIGE5 AT ALL TIMES. 36. ALL GRADING OPERATIONS SHALL DE D15GONTINUED WHEN 5U5TAINED WIND VELOGITIE5 EXCEED 25 MILES PER HOUR. 37. GONTRAGTOR 5HALL RELOCATE AND/OR REPLACE LAND5GAPIN6, 5PRINKL.ER5 AND 51DEWALK5 AFFEGTED DY THE GON5TRUGTION TO THE 5AT15PAGTION OF THE CITY ENGINEER.