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Home My WebLink About3545-12 10 f RWY CURTIS ER CLI �u 0 >< D- o Z ol 0 z U PROJECT SITE VICINITY MAP THOMAS BROS. GUIDE PAGE 574, `4 AVE, uj AVE. CE) n D oz BEING A CHIZLED "Q' ON FIRE HYDRANT FLANGE LOCATED AT THE NORTH WEST CORNER Of MALOOF AND CARTER ELEVATION 1527,13 DA515 Of DEARING CENTERLINE OF COOPER AVENUE- N00"03'J O"E PER CR 187/037 TOLL f KEE -qwsmw"' 1-800-227-2GOO A PUBLIC SERVICE BY UNDERGROUND 5ERVICE ALERT EXIST. RIW INDEX MAP SCALE J "= 40' a 25' COLDPLANE MIN. 5' EXIST. AC PAVING rF-Xl5T. GROUND 20' 3 2' 2 5' CON5TKL)CTION NOTE5/f-,5TIMATF-5 Of QUANTITIES* INSTALL 4" AC OVER 12" MIN Of 95% COMPACTED NATIVE 5UBGRADE (1 925 5f) 48 TONS 7 1 CY AGG INSTALL G" FCC CURB 4- GUTTER PER CITY 5TD 1003 G4 Lf INSTALL 10 RE51DENTIAL DIW PER CITY 5TE) 1005 1 EA INSTALL 51W PER CITY STD 101 5 5f (D 5AWCUT EXIST AC PAVING. . . . . . .. . . I G8 Lf REMOVE EXIST AC PAVING, 728 5f EXIST PP TO BE RELOCATED, I FA. GRIND 0. 1 O' EXIST PAVEMENT f, OVERLAY 0, 1 O' MIN. . . . . . .720 5f INSTALL REDWOOD HEADER .40 Lf *ESTIMATE 15 FOR FEE PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR OWN QUANTITIES. "PRELIMINARY SECTION. FINAL SECTION TO BE DETERMINED BY SOILS ENGINEER. EXIST, PROPOSED RA&/ WW ADD'L DEDICATION PER 1 21 SEP DOCS �55' _TJ I 1 J4�- 0.5' PROPOSED SLOPE VARIES (4 1.4G% TO 2.70% EXISTING SLOPE - (VARIES 0.00% TO 2.OG%) TYPICAL X-5ECTION COOFE-K AVE STA 7+64.60 TO 6+45.41 NT5 T.1,=5.5 2% THE EXISTENCE AND LOCATION Of ANY UNDERGROUND UTILITY FIFES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BE -5T OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT A5 SHOWN ON THESE DRAWINGS. THE CONTRACTOR 15 REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RF5FON51BILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OF, NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL A55UME 50LE AND COMPLETE RESPONSIBILITY FOR JOb5ITF- CONDITIONS DURING THE COURSE OF CONSTRUCTION Of THIS PROJECT, INCLUDING SAFETY OF ALL PEK5ON5 AND PROPERTY; THAT TH15 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OR WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THF50LE NEGLIGENCE Of THE OWNER OR THE ENGINEER. GRIND 0. 1 O' MIN. EXIST. PAVEMENT OVEkLAY 0. 1 O' MIN. EX15TING-J PAVEMENT 5' v I' , (MIN.) N] (MIN.) �f-5AVVCUT $ REMOVE EXIST. PAVEMENT (DCOLD PLANE DETAIL. NT5 NEW PAVEMENT REV. REV 15ION DE5CKIFTION DATf- FNGR, crrr' DATE I 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 CONDITIONS AND STANDARDS IN EFFECT. SEAL: 0, ME W �D CAO 1 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 CON5TRUCTION("GKEEN BOOK"). ALL F'\FffKE-NCf- SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT 15 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 THF,CITYFNGINF-ER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY Of FONTANA ENGINEERING DIVISION PRIOR TO THE START Of ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEASTTWOWORKING DAYS PRIOR TO THE START Of ANY WORK IN PUBLIC RIGHT-OF-WAY WITI--IIN THE CITY LIMITS. CALL (909) 350-7G 10. 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. G. IT SHALL BE 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 GRATER IN DEPTH FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. TFIF WALLS AND FACES Of ALL EXCAVATIONS GRATER THAN (5) FEET IN DEPTH SHALL BE GUARDED BY SHORTING, -9LOFING,Of THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENT Of THE DIVISION Of INDUSTRIAL SAFETY Of THE STATE Of CALIFORNIA. TRENCHES LESS THAN (5) FEET 51-IALL ALSO BE GUARDED WHEN POTENTIAL Ex15T5 FOR GROUND MOVEMENT, 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT AWAY WITH OUT OBTAINING A 5fPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS Of THE UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO DETERMINED, 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 5E-KVICE ALERT AT 1-600-227-2GOO TWO WORKING DAYS BEFORE EXCAVATION. ) I . THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GA5, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRAN5, ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. ) 2. 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 AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE CURB. 14. STATIONING REFERS TO THE CENTERLINE Of 5TKEET5 EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR 51-IALL BE RESPONSIBLE FOR THE PRESERVATION Of BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION, I G. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT Of EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS. SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND 5URVE-YOK, 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 50 THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 15. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL KF51DFNT5 AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FEET LANE 511ALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS Of DUST CONTROL, INCLUDING ADEQUATE WATERING AT ALL TIMES. 20. ALL GRADING OPERATIONS SMALL BE D15CONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 2 1 . THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBR15 TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT Of WAY DURING CONSTRUCTION WITHOUT FKIOR WRITTEN APPROVAL. 22, NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL Of THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DEN51TY SHALL REQUIRE RE -WORKING OF THAT PORTION Of THE WORK UNTIL THE SPECIFIED DENSITY 15 OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND 5WALE5 FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEADLE 5WALE5 ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH Of DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME Of CONSTRUCTION AND SHALL CONFORM TO THE CITY Of FONTANA STANDARD DETAILS. 2G. ALL EXPOSED CONCRETE SURFACE SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27, THE SEWER CONTRACTOR SHALL STAMP "5" IN THE FACE Of THE CURB AT THE LOCATION Of THE SEWER LATERAL, 28, NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING 5TIFEL HAVE BEEN PLACED,. INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED 501L 5TERILANT IS REQUIRED UNDER ALL NE-WA5PHALT PAVEMENT PRIOR TOPLACEMENT. 3 1. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO KF-VI510N AND APPROVAL Of THE CITY ENGINEER. AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION Of ROUGH GRADING. 32. ACTUAL TIIICKNE55 Of A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET 5FCTION5 SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION Of ROUGH GRADING. 33, ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES 511ALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION Of PAVING, 34. UPON COMPLETION Of CONSTRUCTION, CONTRACTOR 511ALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION Of THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SMALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 3C. A5 -BUILT DRAWINGS 51-IALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER Of RECORD. WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. C I I U A 5 "KNIA 17' "" f f ul"NTANA CALIM 5TrRTET IMPR"u"VEMENT FLAN5 DRAWN BY: G327 COOF�R AVf NUE- SEAL AFN 0226- 1(54-13 AS SHOWN DESIGNED BY: DATE: M\VF NOV 2002 cHFC�kE[) BY: APP QVED 13Y° DRAWING NO.: UAJ L: 3545 2