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Home My WebLink About4900-1GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOKS ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EX/ST 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 THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENG/NEER/NG DIVISION PRIOR THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK /N 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 /N 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 MAINTA/N 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 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 MATER/AL 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 EXIST/NG 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 WORK/NG 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. STATION/NG REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENG/NEER 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 REG/STERED CIVIL 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 MA/NTA/NED AT ALL TIME /N THE CONSTRUCTION AREA FOR RES/DENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MA/NTA/N AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIME. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED 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 ENG/NEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THE 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 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 MIN/MUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOIL 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 SUBU17TED 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 DRAW/NGS TO THE CITY ENG/NEER. BASIS OF BEARING CENTERLINE OF SLOVER AVENUE BETWEEN SAN BERNARDINO CO. SURV. GPS CONTROL MONUMENT NO'S. 21158 & 21219, BEING THE INTERSECTION OF A CITRUS AVENUE & CYPRESS AVENUE RESPECTFULLY, BEING.• N89.30'14 "E BENCHMARK N0. 2.91 PERPETUA TED - o eR. If__112 TRANSFERRED ELEVATION FROM CITY OF FONTANA BY 291, A RR SPIKE IN PP DIAL NO. 586962H, LOCATED AT THE NE CORNER OF OLEANDER AVE & SANTA ANA BEFORE AVE, EZEV. 1047.36, TO THE TOP A "PK" NAIL & BRASS WASHER, STAMPED YOU DIG "CITY OF FONTANA BM; SET ON THE TOP OF CURB I' NORTH OF THE NORTHERL Y END OF THE NE CURB RETURN AT OLEANDER AVE & SANTA ANA TOLL FREE 1-800-227-2600 AVE ELEVATION- 1044.75 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY OF FON TANA ARROWBOULEVARD & OLEANDERA VENUE APN 0 19 1-04 1-03 6 EX/ST R/W -w w - STR*EETIMPROVEMENTPLAN EX/ST C&G- EXIST APN 0 19 1-04 1-02 EXIST R/W-J t 6 APN 0 19 1- 171-39 OL EA NDER A VENUE ARROWBOULEVARD CONSTRUCT/ON/VOTES QUANTITIES @CONSTRUCT TRUNCATED DOMES PER CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN N0. 1003............2 EA 2Q REMOI/E EX/STING ACCESS RAMP AND CONSTRUCT NEW ACCESS ROMPS PER CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN N0. 1003..................................................................................................................................2 EA Q3 REMOTE EX/STING P/!ASTERS, BLOCK WALL, WROUGHT IRON FENCE, AND BOLLARDS ............................................................1 LS 4Q CONSTRUCT NEW PILASTERS, BLOCK WALL, WROUGHT IRON FENCE TO MATCH EX/STING.....................................................1 LS 50 ADJUST EX/STING MANHOLE FRAME AND CODER TO GRADE.....................................................................................................1 EA 6QPROTECT /N PLACE....................................................................................................................................................................1 LS Q7 CONSTRUCT NEW CONCRETE SIDEWALK AS SHOWN ON THE PLAN PER CITY STD. N0. 1006 ..........................................284 SF 8Q REFER TO SIGNING AND STRIPING/SIGNAL PLANS FOR DETAILS............................................................................................. --- MODIFY IRRIGATION LINES AND LANDSCAPING AS NEEDED................................................................................1 LS REV. REVISION DESCRIPTION DATE ENGR. CITY DATE APN 0 19 1-08 1-3 1 EXIST R/W EX/ST SIDEWALK EXIST C&G-� APN 0191- 191-37 U TIL / T Y NO TIFICA TION L IS T AT&T DISTRIBUTION 1265 N VAN BUREN ST 1180 ANAHEIM, CA 92807 (714) 666-5401 FONTANA WATER COMPANY 11142 GARVEY AVE EL MONTE, CA 91733 (626) 448-6183 PLAN VIEW SCALE 1 "-20' LEVEL 3 KINDER MORGAN UTILIOUEST FOR COMMUNICATIONS ENERGY PARTNERS SCE DIST 1025 ELDORADO 1100 TOWN & EDISON BL VD COUNTRY RD DISTRIBUTION BLDG 33A-522 ORANGE, CA 7951 REDWOOD BROOMFIELD, CO 92868 AVE 80021 (714) 560-4409 FONTANA, CA (720) 888-6482 EDHL 92336 T PACIFIC BELL TELEPHONE (909) 357-6221 TIME WARNER SC GAS SEWER CABLE 1981 W LUGONIA CITY OF FONTANA 1500 AUTO AVE 8353 SIERRA CENTER DR REDLANDS, CA AVENUE ONTARIO, CA 92374 FONTANA, CA 91761 (909) 335-7755 92335 (909)975-3343 (909) 350-6632 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 STANDARDS IN EFFECT. o QROFESS/0N9 2 CD m No. 40964 y� Exp. 03/31/13 `Pq7 CIVIC Fpr cm Prepared Under The Supervision Of Date : THE VICINITY MAP Nis LEGEND 20 0 20' 40' 60' SCALE /N FEET CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN BY: SCALE: VA ARROWBOULEVARD AS SHOWN DESIGNED BY: & DATE: DG/VA OLFCANDERA VENUE 4/5/2011 CHECKED BY: D P OVED DRAWING NO.: FELIPE U. MOLINOS R.C.E. 40964 1 ' DATE: • l 1 Z�'_SN ITY ENGINEER R.C.E. 511 2 4900Z-1 Si\DESIGN SECTION\CIP IMPROVEMENTS\ARROW & OLEANDER INTERSECTI❑N\SHEET_ l.dwg Apr 05, 11 - 10i17aM CONSTRUCT NEW CONCRETE RAMP CONSTRUCT NEW CONCRETE EXIST SIDEWALK - - EXISTING RIGHT OF WAY/PARCEL LINE EXISTING CURB & GUTTER - - - - - EXISTING BLOCK FENCE PROP BLOCK FENCE W EXISTING WATER LINE S EXISTING SEWER LINE SD EXISTING SD LINE EDHL SO. CAL. ELECTRIC T PACIFIC BELL TELEPHONE GAS SOUTHERN CALIF. GAS 20 0 20' 40' 60' SCALE /N FEET CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN BY: SCALE: VA ARROWBOULEVARD AS SHOWN DESIGNED BY: & DATE: DG/VA OLFCANDERA VENUE 4/5/2011 CHECKED BY: D P OVED DRAWING NO.: FELIPE U. MOLINOS R.C.E. 40964 1 ' DATE: • l 1 Z�'_SN ITY ENGINEER R.C.E. 511 2 4900Z-1 Si\DESIGN SECTION\CIP IMPROVEMENTS\ARROW & OLEANDER INTERSECTI❑N\SHEET_ l.dwg Apr 05, 11 - 10i17aM