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ALL WORK SHALL BE N ACCORDANCE WITH TI-E5E PLANS, THE CITY OF FONTANA STANDARD PLAN5, TF -E CONTRACT PROVISIONS AND THE STANDARD 5PEGIFIGATION5 FOR PUBILIG WORKS GONSTRUGTION ('GREEN BOOKI. ALL REFERENCE SPEGIFIGATION5 5 NDARD5 SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. AND TA 2. GONSTRUGION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. IN5PEGTION GOORDNNATION SHALL BE REQUESTED AT LEA5T TWO WORKING DAYS PRIOR TO THE START OF ANY WORK N PUBLIG RIGHT-OF-WAY WITHIN THE CITY LIMITS. GALL (gOq)350-7610. 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 4. CURVE DATA REFERS TO THE FACE OF GURB. 5. STATIONING REFERS TO THE GENTERLINE OF 5TREET5 EXCEPT WHERE OTHERWISE NOTED. 6. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 7. THE LOGATION5 OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVALABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO L VATION OF ANY EXISTING DE TERMINE IN THE FIELD THE TRUE LOCATION AND E E UTILITIES, AND TO EXERGISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. RVIG ALERT AT 1-800-227-260 THE CONTRACTOR SHALL CONTACT UNDERGROUND 5E E TWO WORKING DAY5 BEFORE EXCAVATION. 8. ALL MANHOLES, GLEANOUT FRAMES, GOVER5 AND VALVE BOXES SHALL BE RAISE T FNcA-ED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF D D PAVING. q. THE CONTRACTOR SHALL COORDINATE GON5TRUGTION WITH ALL UTLITY GOMPANIE5 INGLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, EL,EGTRIG, GABLE TELEVISION, LANDSGAPIN6, LANDSGAPE IRRIGATION, DOMESTIG WATER, REGLAIMEP WATER, SEWER, STORM DRAIN, ,FLOOD CONTROL AND GALTRAN5. ALL UTILITY GOMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTIGE PRIOR TO WORK AROUND THEIR FAGLITIE5. 10. AS -BUILT DRAWNNG5 SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. PPR AGH APRONS 5HALL BE I TYPE LOCATION AND WIDTH OF DRIVEWAY A 0 I. , DETERMINED AT THE TIME OF GON5TRUGTION AND SHALL CONFORM TO TI -E CITY OF F NTANA STANDARD DETAILS. 0 12. WHEN GONFLIGT IS FOUND TO EXIST IN THE CONTRACT DOGUMENT5 THAT GAN NOT BE RESOLVED BY REFERENGE TO PRECEDENCE PROVI51ON5 IN THE 'GREEN BOOK; G GT R SHALL IMM DIATELY REOPORT 5AID GON FWCT TO THE CITY THE ONTRA D E ENGINEER FOR RESOLUTION. APPR VED SOIL 5TERLANT 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT 3. 0 PRIOR TO PAAGEMENT. 14. ALL EXPOSED CONCRETE 5URFAGE5 SHALL GOI ORM IN GRADE, GOLOR AND FN�N5H TO MATCH EXISTING CONCRETE. 15. NO CONCRETE SHALL BE PLACED UNTL THE FORMS ANNA REINFORCING STEEL HAVE BEEN PLAGED, IN5PEGTED AND APPROVED. 16. THE WALL5 AND FAGE5 OF ALL EXGAVATION5 GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER U TS F THE PIV15ION OF INDUSTRIAL APPROV D MEANS PURSUANT TO THE REQ IREMEN 0 E SAFETY OF THE STATE OF GALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL 5 B UARDED WHEN THE POTENTIAL EX15T5 FOR GROUND MOVEMENT. ALD E G 17. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENGHE5 5 FEET OR GREATER IN DEPTH FROM THE GALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 18. NO TRENCH BAGKFLL SHALL TAKE PLAGE WITHOUT PRIOR APPROVAL OF TF -E GIT INSPEGTOR. Iq. THE GONTRAGTOR SHALL NOT GAU5E ANY EXGAVATED MATERIAL, MUD, SLT OR DEBRIS TO BE DEPOSITED ONTO PUBLIG OR PRIVATE PROPERTY ADJAGENT TO THE RIGHT OF WAY DURING GON5TRUGTION WITHOUT PRIOR WRITTEN APPROVAL. 20. IT SHALL BE THE RESPONSIBILITY OF TF -E CONTRACTOR TO MAINTAIN TR F G NTR L AT ALL TIMES. BARRICADES DELINEATORS OR OTHER AF IG D 0 21. A GEOTEGHNIGAL ENGINEER SHALL CERTIFY ALL BAGKFILL COMPACTION. FALURE PRIVATE ENGINEER'S NOTES TO GONTRAGTOR THE EXI5TENGE AND LOGATION OF ANY UNDERGROUND UTILITY PIPES, GONDUIT5 OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A 5EARGH OF THE AVAILABLE REGORD5. TO THE BE5T OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIE5 EXCEPT A5 SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE PREGAUTIONARY MEA5URE5 TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER A55UME5 ALL LIABILITY AND RE5PON51BIL.ITY FOR UTILITY PIPE5, GONDUIT5 OR 5TRUGTURE5 SHOWN OR NOT SHOWN ON THESE DRAWINGS. . GONTRAGTOR AGREES THAT HE SHALL A55UME SOLE AND GOMPLETE RE5PON5161LITY FOR JOB5ITE GONDITION5 DURING THE GOUR5E OF GON5TRUGTION OF THI5 PROJEGT, INGLUDING SAFETY OF ALL PER5ON5 AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY GONTINUOU5LY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE GONTRAGTOR 5HALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE ENGINEER HARMLE55 FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OR WORK ON THI5 PROJEGT, EXGEPTING FOR LIABILITY AR15NG FROM THE 50LE NEGLIGENGE OF THE OWNER INFER. ------------------------------------- MELVIN W. THATGHER IU, P.E. RGE 3gg64 EXP. 12/31/01 GON5TRIJGTION NOTES/ESTIMATE OF QUANTITIES ** * Q CONSTRUGT 4 AG OVER COMPACTED NATIVE ................ 80 TONS AG Q GONSTRUGT 6' PGG CURB AND GUTTER PER GITY STD 101................................................................ 122 LF Q3 GON5TRUGT 4' PGG 51DEWALK PER GITY 5TD ....... . . . . . . ... 388 5F ® GON5TRUGT DRIVEWAY PER GITY 5TD 103 (W-25) ............ 318 5F Q 5AWGUT EXISTING AG PAVEMENT .................................... 165 LF ® REMOVE EXISTING AG PAVEMENT ..................................... 165 SF 70. POWER POLE TO BE RELOGATED BY OTHERS ..................... IEA ® N5TALL 2'x 6' REDWOOD HEADER ............... I ................. I ..... 47 LF O INSTALL MIN. 0.1' AG OVERLAY ............................................ 700 5F * PRELI NARY 5EGTION: FINAL 5EGTION TO BE DETERM�D BY ** 501L5 ENGINEER ESTIMATE OF QUANTITIE5 15 FOR PERMIT PURP05E5 ONLY CONTRACTOR 15 RESPON5VL-E FOR OWN QUANTITIES. () I N W . Hyl v~, C E I I c1 c� o . 4 m m * E p. 12/31/01 �s� CIVIL ,r 101 THATCHER BNGINBBNING A ASSOCIATB39 INC. 34600 COUNTY LINE ROAD. sTE. 9 YUCAIPA, CA. 92599 (909) 795-1419 FAX (909) 795-1496 a& 84*�0 L" MELVIN W. THATCHER. III. RCE 39964 EXP. 12/31/01 DA E P EPARE 68201 6820 I R 1 5/21/99 TO OBTAIN THE REQUIRED DENSITY SHALL REQURE RE -WORKING OF THAT PORTION OF THE WORK UNTL THE 5PEGIFIED DENSITY IS OBTANED. 22. ALL MATERIALS AND METHOD5 ARE SUBJECT TO TI -E APPROVAL OF TI -E CITY ENGINEER. 23. ADEQUATE GON5TIRUGTION GONTROL 5TAKE5 SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO GON5TRUGT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RE5PON5N5LE FOR THE PRESERVATION OF BENGHMARK5 AND GONSTRUGTION CONTROL STAKING DURING GON5TRUGTIOR 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITGHE5, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON IN5PEGTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NDN-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE CONTRACTOR SHALL NOT DI5TRUB EXISTING SURVEY MONUMENT5, MONUMENT TIES OR BENGHMARK5 WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 26. REMOVAL AND REPLAGEMENT OF EXISTING 5URVEYGONTROL, UNGLUDNG SURVEY MONUMENTS, MONUMENT TIES AND BENGHMARK5, 5HALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LIGEN5ED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS GONSTRUGTION SHALL BE REPLAGED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO GON5TRUGTION 50 THAT TIES TO MONUMENTS GAN BE E5TABL15F'ED FOR LATER REPLAGEMENT OF THE MONUMENT. 27. PAVEMENT 5TRUGTURAL SECTIONS SHOWN ARE M �NMNJM AMNN� SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER A5 DETERMIED BY SOIL5 TE5T5 TAKEN AFTER GOMPLETION OF ROUGH GRADNG. 28. ACTUAL THIGKNE55 OF A.G. PAVEMENT AND/OR BA5E GORSE MATERIAL FOR STRUCTURAL STREET 5EGTION SHALL BE RECOMMENDED BY A GEOTEGHNNNGAL REPORT AND 5UBMITTED TO TF -E GITY OF FONTANA FOR APPROVAL UPON GOMPLETION OF ROUGH GRADING. 2q. THE CONTRACTOR SHALL MANTAN AGGE55 FOR LOGAL RESIDENTS ANNA BU5NE55E5 AT ALL TIMES. A MINMJM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE GL05URE AREA FOR RESIDENTS AIN EMERGENCY VEHIGLE5. 30. NO MATERIAL OR EQUIPMENT SHALL BE 5TORED N TI -E PUBLIG RIGHT OF WAY WITHOUT PRIOR APPROVAL OF THE IN5PEGTOR. 31. THE SEWER GONTRAGTOR SHALL STAMP AN 'S' N TM -E FACE OF TI -E CURB AT THE LOGATION OF THE SEWER LATERAL. 32. THE CONTRACTOR 5HALL PROVIDE AND MANTIAN AN EFFECTIVE MEANS OF DUST GONTKOL, INGLUDNG ADEQUATE WATERING, AT ALL TIME5. 33. THE CONTRACTOR SHALL GONFORM TO ALL TRAFFIC CONTROL POLIGE5, METHOD5 AND PROGEDURE5 DE5GRIBED IN THE 'W.A.T.G.H. MANUAL,' LATEST EDITION, UNLE55 OTHERWI5E DIRECTED BY THE GITY TRAFFIG ENGINEER. 34. UPON GOMPLETION OF GON5TRUGTION, CONTRACTOR SHALL RESTORE ALL 51U\J NG 5TRIPING, BAKRIGADE5, AND OTHER TRAFFIG CONTROL DEVIGE5 TO THE 5AT15FAGTIQN OF THE GITY TRAFFIG ENGINEER. 35. IT 5HALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRIGADE5, DELINEATORS OR OTHER TRAFFIG CONTROL DEVICES AT ALL TIMES. 36. ALL GRADING OPERATIONS SHALL BE DISGONTNJED WHEN 5U5TAN-ED WIND VELOGITIE5 EXCEED 25 MILE5 PER HOUR. 37. GONTRAGTOR SHALL RELOGATE AND/OR REPLAGE LAND5GAPING, 5PKINKLERS ANG SIDEWALKS AFFECTED BY THE GONSTRUGTION TO THE 5ATI5FAGTION OF THE GITY ENGINEER. CITY OF FONTANA. CALIFORNIA STREET IMPROVEMENT PLANS cH COURT STREET As sHowN DESIGNED BY: EAST OF TAMARIND DATE: A.P.N. � 190-301-02 CHECKED BY : APPROVED BY : o DRRAW I/N�G/NO II��.,�,'Y> DATE : C�'�' 9/ �G. 1-Y T KM lam` (` I TY Ftir I NGGR R (• �S 1 7F, FYP I /� I /!1 I I