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HomeMy WebLinkAbout5056-1GENER 4 L NOTES CITYOFFONTANA 1. ALL WORK SHALL BE /N ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROKS/ONS AND THE STANDARD SPECIRC477ON FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK) ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EO/TION UNLESS OTHERWISE NOTED. 2. WHEN A TFCHN/C4L CONFLICT /S FOUND TO EX/ST- /N THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROKS/ONS IN THE "GREEN BOOK, THE CONTRACTOR SHALL IMMEDIATELY REPORT S41D CONfZICT TO THE CITY ENG/NEER FOR RESOLU770N. J. ALL M47FR14LS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE C/7Y ENG/NEER. 4. CONSTRUCTION PERM/TS Sh ALL BE OBTAINED FROM THE CITY OF FONTANA COUMUN17Y DEVELOPMENT DEPARTMENT, ENGINEERING DMS/ON PR/OR THE START - OF ANY WORK. INSPECTION COORDIN.A77ON SHALL BE REQUESTED AT LEAST 7WO WORK/NG DAYS PR/OR TO C YPRESS A VENUE & HA R VE Y DRI VE STREET IMPR 0 VEMEN T PLAN THE START OF ANY WORK /N PUBLIC RIGHT-OF-WAY W/lHIN THE CITY LIMITS CALL (909) 350-7610. ARAI ' " ` U 90'0 - _ .' j I -APN U7YU-UU7-'7U � APN U7YU-UU7-UY I I I A �� r III I I 5. IHE CONTRACTOR SHALL CONFORM TO ALL 7R4FF/C CONTROL POVC/ES; METHODS ANO PROCEDURES DESCRIBED /N THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LAIFST NON -METRIC 0/170N UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC � ENG/NEER. 6. /T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 84RR/C40ES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL RIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXC4 t/A770N OR TRENCH WORK FOR TRENCHES 5 fFET OR GREATER /N DEPTH fROM THE CALIFORNIA STATE DMS/ON OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXC4VA77ONS GREATER THAN FIVE (5) fFET /N DEPTH SHALL BE GUARDED BY SHORING, SLOP/NG OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DMS/ON OF INDU57RiAL S4fFTY OF THE STA 7F OF 6AL/FORN24. 7RENCHES LESS THAN FIVE (5) fFET SHALL ALSO BE GUARDED WHEN THE P07FN774L EXISTS FOR GROUND MOVEMENT. 9. NO M47FRI4L OR EQUIPMENT SHALL BE STORED IN TIME PUBLIC RIGHT OF WAY WITHOUT OBTAIN/NG A SEPAR47F PERMIT FOR THAT PURPOSE. 10. THE L004T/ONS OF U77LI77ES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, /T SHALL BE 77E RESPONSIBILITY OF THE CONTRACTOR TO OETERM/NE, /N THE FIELD, THE 77?UE LOC477ON AND ELEVA77ON OF ANY EXISTING U71/77ES, AND TO EXERCISE PROPER PREC41/770N TO AVOID DAMAGE THERETO. THE CON7R4CTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 7WO WORK/NG DAYS BEFORE EXCAVA770N. 11. THE CONTRACTOR SHALL COORDINATE CONS7RUCRON WITH ALL U77V7Y COMPANIES INCLUDING, BUT NOT VM/TED TO, G,45, TELEPHONE, ELE07R/C, C48LE TELEWS/ON, LANDSCAPING, LANDSC4PE IRR/G4770N, DOUES77C W47FR, RECLAIMED WATER, SEWER, STORM DRAIN, fZ000 CONTROL AND C4L7PANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORK/NG DAYS NOTICE PR/OR TO WORK AROUND THEIR FAC/VT/ES. 12. THE CONTRACTOR SHALL NOT OPER47F ANY FIRE HYDRANT OR WATER U41N VALVES WITHOUT APPROPRL47F AGENCY AUTHOR/Z4770N. CONTRACTOR SHALL COORDINATE WITH THE APPROPRI47F WATER COMPANY FOR VALVE OPER477ON AND WATER REQUIREMENTS 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STA770N/NG REFERS TO THE CENIFRVNE OF 57REETS EXCEPT WHERE OTHERWISE N07FD. 15. ADEQUATF CONS7RUCRON CON7ROL 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 PRESERVA77ON OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING OUR/NG CONS7RUC770N. 16. THE CONTR4CTOR SHALL NOT DISTURB Ex/ST/NG SURVEY MONUMENTS MONUMENT 77ES OR BENCH MARKS WITHOUT PR/OR N077RO477ON TO THE C/7Y ENG/NEER. 17. REMOVAL AND REPLACEMENT OF E (IST/NG SURVEY CONTROL, INCLUDING SURVEY MONUMENTS; MONUMENT 77ES AND BENCH MARKS, SHALL BE DONE BY A R0/57FRED CML ENG/NEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONS7RUCRON SHALL BE REPLACED. THE CON7R4CTOR SHALL NOT/FY THE ENG/NEER ONE WEEK PR/OR TO CONSTRUCTION SO THAT 77ES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOC4L RES/DENTS AND BUSINESSES AT ALL TIMES. A MIN/MUM 12 FOOT LANE SHALL BE M,A/NTA/NEO AT ALL TIME IN THE CONSTRUCTION AREA FOR RES/DENTS AND EMERGENCY VEHICLESS, 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATER/NG, AT ALL TIME. 20. ALL GRAD/NG OPER477ONS SHALL BE DISCON77NUED WHEN SUSTAINED WIND VELOC177ES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXC4VATE0 MATERIAL, MUD, S/LT OR DEBRIS TO BE DEPOS17FD ONTO PUBLIC OR PR/VA7F PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONS7RUCRON W TROUT PR/OR WRITTEN APPROVAL. 22. NO TRENCH 84CKRLL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GE07FCHN/C4L ENGINEER SHALL CERTIFY ALL BACKFILL COUPAC77ON. FAILURE TO OBTAIN THE REQUIRED DENS/7Y SHALL REQUIRE RE-WORK/NG OF THE THAT POR77ON OF THE WORK UN77L THE SPECIFIED DENSITY /S 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 7FMPOR4RY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS: 25. THE FINAL LOC477ON 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 RN/SH TO MATCH EX/S77NG CONCRETE: 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOC 77ON OF THE SEWER LATERAL 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING S7FEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND U77V77ES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL S7FR/LANT IS REQUIRED UNDER ALL NEIN ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENG/NEER AS DETERMINED BY SOIL TFSTS TAKEN Af7ER COUPLE77ON OF ROUGH GRADING 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MA7FRI4L FOR S77?UC7UAAL STREET SEC77ONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBM/TIED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRAD/NG 33. ALL MANHOLES, CLEANOUT fR4MES, COVERS AND VALVE BOXES SHALL BE R41SED TO RN/SHED GRADE BY 111E PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCT/ON, CONIR4CTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE C/TY TRAFFIC ENGINEER. 35. CONTR4CTOR SHALL RLZOC47F AN%R REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONS7RUCT/ON TO TIME S477SFAC77ON OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROV/OEO BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAW/NGS TO THE C/7Y ENGINEER. III i li << V90-06 1-88 I a . t is �� I �; i < X :7 III ii •-� J t - --t- - •' . ' �< � . I III Iii • �'f � • �• -` L ,�_ t _ �.� � ' L 'r • I III I Il:.- � 4t] ,•� I! ]�- . �.� � I �I I:�I x x , x x �--= - \ i /�,/ i L, r'lt\\ i }� :v-' t - -<.- - - L t! i [ {. ♦ - ; - 4 _ -1 'I / ' f - - . ♦ 4 - ,. I I t <-------- --- JAI -< fit• ',\r< t �• - ' �j� ' c., L-'/ : HA R VE Y DRI VE ' a' ;I - 1 -• t ♦ - + I = _ ' 17 .................. ............. SHEET2 00, I IC ��APN0190-071-07 - APN190-071�08APIVOIC0101oli-530APNO190-071-13 �o THE LOCATION r UUi niLL ac. vU VICINITY MAP Nis LEGEND S,\Engineering\PROJECT MANAGEMENT SECTION\Construction Projects\Sawtooth\Harvey Cypress\Signed Plans\cypress ha REMOVE EXIS17NG IMPROVEMENTS SHEETINDEX - SHEET 1 - INDEX MAP, V/C/N/TY MAP, GENERAL NOTES, CONSTRUCT/ONNOTES QUANTITIESCONSIRUC770N N01FS, QUANTITIES GENERAL NO7FS TYPICAL SE-CI70NS & DETAILS @CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. NO 1000 497 LFPROPOSED ... :.., SIDEWALK SHEET 2 - HARVEY DR/0E20 CONSTRUCT 4" CONCRETE SIDEWALK PER CITY OF FONTANA STD PLAN NO 1006 (W-4 2, 001 SF SHEET 3 - CROSS SECTIONS O3 CONSTRUCT 4" M/N. A. C. PAVEMENT OVER 12" M/N. OF 959' COMPACTED NATIVE 133 TONS A EXlS17NG SIDEWALK ® S4WCUT AND REMOVE Ex/ST/NG PAVEMENT PER SE -CI -70N A' HEREON 507 SF 50 CONSTRUCT RES/DENLAL CONCRETE DRIVEWAY PER CITY OF FONTANA STD. NO. 1001 (WIDTH PER PLAN) 6 EA - - - PROPOSED RIGHT OF WAY U T/L /TYNOT/F/CA TION L IS Tkz� ffiV191 Ifil ?11 661F Yffif' ffi*W i:hW ic� W0 6A 7F A F 19 9610A ?11F),1 HNE ZIV5 tF -91 EX/STING RIGHT OF WAY AT&T DISTRIBUTION U77LIOUEST FOR TIME WARNER CITY OF FONTANA_ F EX/S77NG GAS LINE 1265 N VAN SCE DIST 71LECOM 8353 SIERRA BUREN ST 1180 PO BOX 11982 1340 TREAT BLVD AVENUE90 REMOVE EXIST/NG TREE 11 EA EXISTING WATER LINE ANAHEIM, C4 S4NTA ANS 04 WALNUT CREEK, CA FONTAAA, C4 QO MODIFY LANDSCAPE /RR/GAT/ON, LIGHTING, AN%R ANY ELECTR/C4L SYSTEM AS NEEDED 1 LS 92807 92711 94597 (714) 666-5401 (714) 796-9999 (925) 953-7093 92335 (909) 350-6632 1© ADJUST WATER VALVE TO GRADE PER CITY OF FONTANA STD DETAIL NO 6000 3 EA EX/ST/NG SEWER LINE O2 RELOCATE DrIS77NG MAILBOX 3 EA EXISTING OVERHEAD LINE --- PROPOSED BLOCK WALL FONTANA WATER TIME WARNER SC GAS " COMPANY CABLE 1981 W LUGON/A 15966 ARROW RIF 1500 AUTO AVE REMOVE EXISTING BLOCK WALL. ADJUST TO PROPERTY LINE 11 LF EXISTING BLOCK WALL FONTANA, C4 CENTER DR REDLANDS, C4 ® CONSTRUCT MOD/RED CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD PLAN NO 1004 1 EA R/W RIGHT OF WAY 92335 ONTARIO, C4 92374 �' (909) 201-7333 91761 (909) 335-7755 ,,�, �� m ������n'o°�R , JT �� r��� -CA - C&G CURB AND GUTTER (909)975-3343 ® RELOC47F EXISTING STREET NAME SIGN 1 EA /1 CLQ n r E 111FE �ri t n�CRSCA ST STREET " y 9,9 7t E% ® REMOVE EX/ST/NG BOULDER 1 � FH F/RE HYDRANT 114 TYPE 11 SLURRY SEAL LUM LUM/NAIRE 4_ 0 1.9 5 UNLESS © PROTECT IN PLACE --- + EXISTING POWER POLE M/N OTHERWISE © REMOVE EX/STING CONCRETE SIDEWALK 130 SF EX/S77NG STREET SIGN ® SPEC/F/ED ® SAWCUT, REMOVE AND REPLACE EXIST CONCRETE DRIVEWAY 284 SF MATCH EXIST ® EXlS77NG M,4/LBOX PAVEMENTFL , 7-V2 SF W �" -• ® CONSTRUCT CURB TRANS/TION (HE/GHT PER PLAN) 122 LF EX/STING RRE HYDRANT REZOC4TE EXISTING STREET SIGN 1 EA } EXISTING POWER POLE W/LUM/NA/RE UST M77W 12MIN 95X NOTE: COMPAC D MT&F DRIVEWAY WIDTHS AND LOCA T/ONS ARE SUBJECT TO CHANGE 84SED ON SECT/ON A " EXISTING FIELD CONDITIONS. VERIFY WITH CITY INSPECTOR 20' O 20' 40' 60' NTS-- - ----_ -- SCALE IN FEET SC4LE 1'!:r20 S,\Engineering\PROJECT MANAGEMENT SECTION\Construction Projects\Sawtooth\Harvey Cypress\Signed Plans\cypress ha