The URL can be used to link to this page

Home My WebLink About3923-1VICINITY MAP N.T.S. GENERAL NOTES CITY STREET O� MONTANA IMPROVEMENT PROJECT �RILL AVENUE AND DESCRIPTION CATAWBA R. NO. 16898. 65 0.5'- PROPOSED GRADE-,- 0.5' PROPOSED SIDEWALK 4" THICK PER CITY SM. 1015 - PROPOSED 8" CF CURB & GUTTERJPROPOSED 6THK/ I `SAWCUTO TO REMAIN•`."",,.." .,.".....`".". PER CITY STD. 1003 .5" . &JOIN 9 A.C. PAVEMENT) `MIN. 1.67x PER CITY STD. 1000 MAX. 2.55% PROPOSED WORK OF MERRILL AVENUE STREET DEDICATION 16' S'LY R/W. EX. R/W N'LY R/W. 92'- -46 46' I 34 ( MIN. 1.87X) 6' S' 5 I 6 1 MAX. (2.73X) I EXISTING A C PAVEMENT 1. ALL WORK SHALL BE IN ACCORDANCE NTH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (" GREEK BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXISTS IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEK 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 NOT 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 DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OF 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 THE 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 THE 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. SHEET INDEX STREET NAME TITLE SHEET MERRILL AVE. & CATAWBA AVE. MERRILL AVENUE CATAWBA AVENUE CATAWBA AVENUE SHT. 1 DESCRIPTION VICINITY MAP, LOCATION MAP & INDEX MAP, SHEET INDEX 2 MERRILL AVE. FROM STA. 0+00.00 TO 3+37.02 3 CATAWBA AVENUE FROM STA. 0+00 TO 3+43.31 4 DETAILS 9L1 R/W NOT TO SACLE T.I. = 9 AVENUE STREET DEDICATION 4' EX. R/W E'LY R/W. I 34' �12' -22' 0.5 , 5' 0.50---I-.--• 1. 2% 9 CENTERLINE OF MERRIL AVENUE CATAWBA AVENUE 46' (MERRIL AVENUE) 34' (CATAWBA AVENUE 32.5' (MERRIL AVENUE) • 5, 20.5 (CATAWBA AVENUE) 8.33% NEW A. C. PVMT. PER G d n,. ,/ ",.8" PCC DRIVEWAY RAMP 560-C-3250 #4 RE -BAR VCUMPACTEU NATIVE ®12" 0. C. EACHWAY SUBGRADE TYPICAL DRIVEWAY SECTION ALONG MERRIL AVENUE AND CATAWBA AVENUE (NOT TO SCALE) WLY R/W. 34' MIN. (1.56%) MAX. (3.46%) vp LEVEL LINE PROPOSED SIDEWALK : 8 .F _ - - 4" THICK PER CITY STD. 1015 �" •f+. PROPOSED 8" CF SAWCUj� v CURB & GUTTER " & JOINV PER CITY STD. 1003 PROPOSED 4.5 THK. A.C. PAVEMENT MIN. 1.74% EXISTING A.C. PAVEMENT PER CITY STD. 1000 MAX. 3.20% TO REMAIN PROPOSED WORK OF CATAWBA AVENUE 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENT, 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. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THE 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 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 SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIALS, 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 PROR APPROVAL PF 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 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 STER(LANT 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.A. 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 SALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 68'R/W NOT TO SACLE T. 1. = 6.5 CONSTRUCTION NOTES & QUANTITIES ITEM DESCRIPTION QUANTITY UNIT O CONSTRUCT 4.5" MIN. A.C. PAVEMENT OVER 12" MIN. OF 95X 65 TON COMPACTED NATIVE SUBGRADE 0 CONSTRUCT 8" CURB & 18" GUTTER PER CITY OF FONTANA STD. 1003 735 LF O CONSTRUCT 6.5" MIN. A.C. PAVEMENT OVER 12" MIN. OF 95X 197 TON AVE COMPACTED NATIVE SUBGRADE a O CONSTRUCT DRIVE APPROACH PER CITY OF FONTANA STD. 1005A 912 SF 0 CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. 1015 4,100 SF 0 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. 1 EA 1006 OINSTALL STREET LIGHT PER CITY STD. 1016 PER ST. LGT. PLAN, STREET 6 EA LIGHTS TO BE PAID FOR AND COORDINATED BY DEVELOPER AND SAN BER INSTALLED BY SCE. 0 A O CONSTRUCT 4'-6" PARKWAY DRAIN PER APWA STD. 151-1 1 EA DETAIL ON SHEET 4 O SAWCUT AND A. C. OVERLAY PER DETAIL ON SHEET 1 3,075 SF t 0 RELOCATE EX. POWER POLE 2 EA UTILITY CONTACT LIST CITY OF FONTANA ATTN: BRIAN WREN 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 THE GAS COMPANY ATTN: GREG GASPAR FONTANA., CA 92335 EMERGENCIES: (800) 427-2200 SO. CALIFORNIA EDISON COMPANY 7951 REDWOOD AVE. FONTANA, CA 92335 (909) 820-5598- UNDERGROUND (909) 875-5100- TRANSMISSIONS (213) 637-1233- PIPELINES (909) 357-6233- DISTRIBUTION CRAWFORD CANYON MUTUAL WATER CO. ATTN: BASIL J. FABRIZIO (909) 463-9580 UNDERGROUND SERVICE ALERT (800) 422-4133 METROPOLITAN WATER DISTRICT WATER SYSTEM OPERATION GROUP ATTN: JOE MIRONE (909) 776-2664 PACIFIC BELL CO. ATTN: NORMA GUILLOT 1265 N. VAN BUREN STREET SUITE 180 ANAHEIM, CA 92807 (714) 666-5401 C. PAVEMENT urt_mrt_ AVE MERRIL AVE 111*1 TE � RANDAL AVE a Q a o � a � Q cwon SAN BER ARDI 0 A _ �Q� ape a a Q ;2S VALL Y AVE U FT"nw LOIR A NOT TO SCALE LOCATION MAP BENCH MARK: SBCO SURVEYOR MONUMENT: SURVEY DISK STAMPING: 700-15 1968 SPECIFIC SETTING: BR. DISK ON CONC POST. ELEV = 1,225.801' AT CATAWBA AVE & AT & SF RR, 13 FT. E CATAWBA, 49 FT. S OF S RAIL OF MAIN LINE TRACKS, 10 FT. N OF N ROW EUCALYPTUS TREE, 2.5 FT. W & 1.5 FT. S OF FENCE CORNER, 2 POLES E OF MILEPOST 90, 0.8 FT. ABOVE GROUND, IN A 6 IN. SQUARE CONC. MONUMENT. BASIS OF BEARING: CENTERLINE OF MERRILL AVENUE SHOWN AS N89'45'00"E PER PARCEL MAP NO. 113059 M.B. 129/24-25, RECORDS OF SAN BERNARDINO COUNTY. GRIND 0.1 'MIN. EX. PVMT. AND OVERLAY 0.1 ' MIN. SAWCUT &JOIN i` � S�JI'fr PAVEMENT NEW PAVEMENT SAWCUT DETAILO NTS SHT. 2 MBTM =A f IN r 4.� Awl I I 11 ■ 1 � 00 SHT. 3 INDEX MAP COMCAST (CABLE TV) ATTN: JACK HAYES 1205 1400 E. PHILLIPS BLVD. DUPONT AVENUE ONTARIO, CA.91761 (909) 390-4738 VERIZON ATTN: STEVE HOOK POMONA, CA 91766 (909) 469-6327 FONTANA WATER COMPANY ATTN: MICHAEL J. MCGRAW 8440 NUEVO AVENUE FONTANA, CA 92335 PH: (909) 822-2201 FAX: (909) 823-5046 WEST VALLEY WATER DISTRICT ATTN: LON TSAI 855 W. BASELINE ROAD RIALTO, CA 92377 SEWER: CITY OF FONTANA ATTN: BRIAN WREN (909) 350-7610 8353 SIERRA AVENUE FONTANA, CA 92335 OWNER VICTOR LIANG 16015 PHOENIX CITY OF INDUSTRY, CA 91745 PH: 626-255-5833 AUTOCAD mumme street.dwg