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HomeMy WebLinkAbout2983-1GENERAL NOTES 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 TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT 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 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. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS 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 SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. 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 BENCH MARKS, SHALL BE DONE BY A REGISTERED CML 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. 18. 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 CLOSURE 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 SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIA.., MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT PRIOR 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 DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24. 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. 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. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDER GROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. CITY OF FONTANA, CALIFORNIA pf#EV PREPARED IN THE OFFICE OF ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER ZNOMAS S Fy F<^ No. 62183 t Exp: 9-30-05 * ��� �,e �FOFCALIEOE� MADOLE AND ASSOCIATES, INC. 10601 CHIURCHI 3TAEET , STE 107 � PHOW (9W 948- 9930 ��- Dale -(f _c, 8353 SIERRA AVENUE 3939 E.CORONADO STREET SAS SHOWN DESIGNED BY: E.R.F. DATE: 1 1402 FONTANA, CA 92335 ANAHEIM, CA 92807 DRAWING NO.: 2983 1 3 I t�cE ExP. 9 (909) 350-6632 (714) 666-5467 SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) ATTN: GREG GASPAR ATTN: JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, CA. 92335 ONTARIO, CA. 91761 (909) 428-8411 (909) 390-4738 EMERGENCIES: (800) 427-2200 GENERAL TELEPHONE COMPANY SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK z 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. FONTANA, CA 92335 ONTARIO, CA. 91766 909 820-5598 - UNDERGROUND (800) 422-4133 909"75-5100- TRANSMISSIONS 213 637-1233 - PIPELINES FONTANA WATER COMPANY 909 357-6233 - DISTRIBUTION ATTN: MICHAEL J. McGRAW 800 422-4133 8440 NUEVO AVENUE FONTANA, CA 92335 CRAWFORD CANYON WATER CO. 822-2201 (FAX, z ATTN:BILL VANDERKIEFT R. (909) 823-5046 (619) 868-6040 INSI N UNDERGROUND SERVICE ALERT (800) 227-2600 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. CONSTRUCTION NOTES QUANTITIES CONSTRUCT 6 1/2" AC PAVEMENT (MIN.) OVER 12" COMPACTEDI�z 330 S.F. 20,700 S.F,` OO NATIVE MATERIAL (95X) (SEE GENERAL NOTES .31 do M 2CONSTRUCT 0.10' MINIMUM AC OVERLAY 1,842 S.F. 3 CONSTRUCT 8"CF CURB do GUTTER PER CITY STD. PLAN NO. 1003 616 L.F. �91L� F ® CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 1620 S.F. 4)000 SF O ADJUST MANHOLE PER CITY STD. 109 AND/OR GATE VALVE BOX 3 EA. PER CITY STD. 130 TO GRADE. © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102-C 845 S.F. W = PER PLAN. O INSTALL STREET LIGHT 22,000 LUMEN PER CITY STD PLAN 2 EA. 3 EA. N0. 1016 (200 WATTS SCE /20) ® SAWCUT AND REMOVE EXISTING AC PAVEMENT 19,700 S.F. 9O SAWCUT AND REMOVE EXISTING CONCRETE CURB/SIDEWALK. 285 L.F. 10 ADJUST WATER METER TO GRADE. 2 EA. 11 REMOVE EXIST. STREET TREES. 7 EA, 1© REMOVE TEMPORARY STREET LIGHT 3 EA. © PROTECT IN PLACE 4 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED 720 S.F. 20- NATIVE MATERIAL (95X) (SEE GENERAL NOTES .31 do �00�1. -11 I5 COAIS77FUCT DRIVEWAY APPROACF/(MOOiFiEO)PE¢ C/TY sSIO. PAN LN5 O. /00,4. /,/55 D Z0ZSTRUC7- S DBvV-AZJ! 0'=_'4/A/PER C/7Y STD. ND. 104,4. / EA. CONSTRUCT 5' lel//OE PLIRKW,AY ORA/A/ PSR APWA 570 /51-1. / EA, 17 C• ASPHALTIC CONCRETE ,` P.C.C. PORTLAND CEMENT CONCRETE 18 - B.C. BEGIN CURVE (R) RIDGE LINE B.V.C. BEG. VERTICAL CURVE B.W. 13ACK SIDEWALK R/W RIGHT OF WAY C.B. CATCH BASIN TAN. TANGENT C.L. CENTERLINE T.C. TOP OF CURB E.C. END CURVE W WIDTH E.P. EDGE PAVEMENT V VERTICAL DEPTH E.G. EDGE GRADE (590.77) INDICATES EXISTING ELEVATION E.Y.C. END VERTICAL CURVE F.L. FLOW LINE 590.77 INDICATES PROPOSED ELEVATION F.S. FINISH SURFACE G.B. GRADE BREAK INDICATES SLOPE > 4 : 1 H.P. HIGH POINT AC PAVEMENT INV. INVERT ® REMOVAL O.C. ON CENTER ® GRIND ® OVERLAY c' T O D nn+,�N.w^.wwwwvw�n o nn+,vwr^.v.v.�rvw.+n+ DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIC', YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT INDEX MAP NTS ER}gW PR P. 25' / //��'' 25' R 22' 14' 22' 7't 7't EXIST. CURB 1' EXIST. CURB EXIST. AC 21 - 'A EXIST. AC I O D(EXIST. AC a U _� PROP. AC 19 - PROP C & G CATAWBA AVENUE S 7+50 N.S. MADOLE AND ASSOCIATES, INC. 760-A S. Rochester Avenue Ontario, CA 91161 REV. REVISION DESCRIPTION DATE ENGR. I CITY DATE 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 / D,EpoVE ISo rvYs ao vo,9E nn STANDARDS IN EFFECT. DEPOT OWY PM /Ca7/r3. II•I�- F� 1 PROP. AC 14' D C & G CATAWBA AVENUE STA. 8+00 N.T.S. BENCHMARK; No. 615 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CECROS AVE., IN POWER POLE NO. 9011E ON THE EAST SIDE OF CITRUS AVE. VICINITY MAP NTS W'LY E'LY R/W R/W 36, I 36' 14' 22' 22' 14' I EXIST. 5' GROUND 5' 12' t L LINE 2a-' -- - MAX. I I PROP. @PRO SIDEW/ FUTURE IMPROV. EXIST. AC 23 AS OF BEARINGS BEARING OF N89'30'06"E ALONG No. LINE OF SEC. 30, T.i N..R.5W.. M. PER R.S. 58/5, WAS USED AS BASIS OF BEARINGS FOR THIS 21 - i CATAWBA AVENUE TYPICAL SECTION N.T.S. T.I. =6.5 � S I R/W C & G CATAWBA AVENUE STA. 9+00 N.T.S. EXIST. AC J:\826-1180\streets\Catawbal .dwg, 01/14/2W2 05:21:26 PM, of Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA pf#EV PREPARED IN THE OFFICE OF ZNOMAS S Fy F<^ No. 62183 t Exp: 9-30-05 * ��� �,e �FOFCALIEOE� MADOLE AND ASSOCIATES, INC. 10601 CHIURCHI 3TAEET , STE 107 � PHOW (9W 948- 9930 ��- Dale -(f _c, Y DRAWN �.:c. TITLE SHEET - AT AVENUELo SAS SHOWN DESIGNED BY: E.R.F. DATE: 1 1402 CHECKED BY: M.L B. APP 81*. --� �lS,! 2 DRAWING NO.: 2983 1 3 I t�cE ExP. 9 TY ENGINEER R.C.E. 51152 DATE J:\826-1180\streets\Catawbal .dwg, 01/14/2W2 05:21:26 PM, of