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HomeMy WebLinkAbout4048-1FONTANA STREET IMPROVEMENT PLANS 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT F ROVISIONS 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 A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCES 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. CONSTRUCTIJN 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 PUBLIC RIGHT-OF-WAY WIIAN 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 DEVICES 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 FO 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 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 CON" CT 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 EXISTIN;, 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 CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED, MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESS AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION ! REA 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 EXCAVA':ED MATERIAL, 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 OF OBTAINED. 24, CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS, UPON INSPECTION OF THE SIRE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON -ERODE ABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINPL LOCATION AND WIDTH OF DRIVEWAY APP2OACH APRONS SHALL BE APPROVED AT THE )IME OF CONSTRUCTION AND SHALL CONFORM TC THE CITY OF FONTANA STANDARD DETAIL.;. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXIS FING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN -.HE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND 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 THE 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, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. ROW ROW 60' 12' 36' - 12' 1� 5' �1� 6.5' 18' - -} 18' TYPICAL SECTION FOR 60' RIGHT -OF -WA � FOR SAN JACINTO AVENUE N.T.S. T. 1. = 5.5 STREET IMPROVEMENT PLANS IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, TRACT NO. 17108, LOTS 1 THRU 14 C)r�� 0 TRACT BOUNDARY W SAN JACINTO AVENUE---- - - - - - - - S S S g 9°39'14 S 1 14 15 I S S S S S S ff -CO �� � S / _ X - - - - Y o� A x -----� r_---� A x---- w w 00 -1 ■ w I 1 T 1 1 1 1 1 fl I I ------ \ TRACT BOUNDARY r rell ��CJ CONSTRUCTION NOTES O CONSTRUCT 4" MIN AC PAVEMENT OVER 12" MINIMUM OF 95% COMPACTED NATIVE 20 741 SF CITY OF SUBGRADE PER CITY OF FONTANA STD. PLAN NO. 1000 THE CENTERLINE OF CITRUS AVE. BEING O2 CONSTRUCT 5.0' PCC SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1015 5708 SF 3 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003 1133 LF ® CONSTRUCT STREET LIGHTING PER ST. LIGHT PLAN 4 EA 5 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. PLAN NO. 104, W=8' 767 SF © CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006 2 EA �7 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1005 20 EA 8 ADJUST MANHOLE TO GRADE PER FONTANA CITY STD 109 3 EA O9 SAWCUT AND REMOVE EXISTING AC PAVEMENT - MINIMUM 1' WIDE 177 SF EXIST. EXIST, ROW ROW 90' 88' 12' 64' - 12' 32' i 32' 2 4' 7.5' �- 0 7.5' 4' 0.5'- - 1.5' �I 1.5' 2% 2% 2% I 27 4" SIDEWALK BENCH MARK BASIS OF BEARING CITY OF FONTANA BM#407 THE CENTERLINE OF CITRUS AVE. BEING PK NAIL IN WEST END OF SOUTHWEST CURB N 00°04'00" E AS SHOWN ON TRACT 8305 RETURN CYPRESS AND MILLER. SEPTEMBER RECORDED IN MAP BOOK 111, PAGES 13 1967 AND 14, SAN BERNARDINO COUNTY ELEVATION: 1356.59 RECORDS. Underground Service Alert Call: TOLL FREE 1-800-227-2600 DIAL BEFORE YOU DIG TWO WORKING DAYS BEFORE YOU DIG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 2 RECORD DRAWI14G REV, I REVISION DESCRIPTION CROSS SECTION FOR CITRUS AVE. AT SAN JACINTO N.T.S. T. 1. = 9.0 7/1 /09 &AOM r fo(l)d DATE ENGR. I CITY I DATE SHOULD THE 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. NG TC EP FS FG FL FF HP EX ROW PL CL PROP, - SEWER - ROW RUBISH - BURRTEC WASTE 909-822-9739 FONTANA o, s' SO. CAL EDISON - 1-800-655-4555 EXIST. COMPANY - 1-800-427-2200 4' SIDEWALK - SBC - 909-811-2211 ABBREVIATION NATURAL GRADE TOP OF CURB AT FACE OF CURB EDGE OF PAVEMENT FINISH SURFACE FINISH GRADE FLOW LINE FINISH FLOOR HIGH POINT EXISTING RIGHT OF WAY PROPERTY LINE CENTERLINE STREFT LIGHT LEGEND PROPOSED STREET LIGHT PER STREET LIGHTING PLAN EXISTING STREET LIGHT LEGEND EXISTING GUY WIRE EXISTING POWER POLE WATER VALVE EXISTING SANITARY SEWER MH FIRE HYDRANT WATER METER EXISTING FENCE BLOCK WALL FLOWLINE EXISTING CONTOUR LINE EXISTING INDEX CONTOUR LINE CENTERLINE BOUNDARY LINE / ROW OWNER/DEVEL OPER WAL TON CONSTRUCTION SERVICES 2001 FINANCIAL WAY SUITE 201 GLENDORA, CA 91741 CONTACT SCOTT HUGHES TEL: (626) 852-7616 TRACT BOUNDARY UTILITY COMPANIES SEWER - CITY OF FONTANA 909-350-6632 RUBISH - BURRTEC WASTE 909-822-9739 FONTANA WATER - 909-822-2201 SO. CAL EDISON - 1-800-655-4555 THE GAS COMPANY - 1-800-427-2200 PAC BELL - SBC - 909-811-2211 ADELPHIA - 800-538-47.70 PREPARED UNDER THE SUPERVISION OF: Q,?�OF ESS �q • LAND PLANN/NG RA Y� Fy MARSH ALL • CIVIL ENG/NEER/NG , Q� O,G G' • GEOMAT/C ENG/NEER/NG RECORD DR/a' ENGINEERING . GPS & ROBOTIC SURVEY/NG `" J `' m R 0 U P ,�,- • CYR.4X s -D LASER SCANN/NG 3 NO, 57580G DRAWN BY: EXP. 12-31-2007 LHT 2001 E. RINANCIAL WAY STE. 104, GLENDORA, CA 91741 S� CIV 1 �- �Q PHONE: (626) 9 4-5788 FAX: (626) 914-5757 WEB: www.megi.bz DESIGN BY: KM qTE OF CA,0F � • 01 ` O` CHECKED BY:A[�m WILLIAM M. RAYMOND JR R.C.E. 57580 EXP. 11431/2007�l WMR J INDEX OF SHEETS SHEET No.(s 1 2 FONTANA DESCRIPTION TITLE SHEET SAN JACINTO ",VENUE VICINITY MAP N.T.S, w Q SAN JACINTO 15 N v, JACKSON DR, MONTGOMERY AVE. AVE. F/�J� SITE AINE. DR. ire, CITY OF FONTANA, CALIFORNIA (;" STREET IMPROVEMENT PLAN APP ED BY CIT ENGINEER TRACT 17108 TITLE SHEET R.C.E 51152 DATE SCALE; 1 "; 40' DATE: 02 MAY 06 DWG. NO, 1 4048 1 , 2