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HomeMy WebLinkAbout2246-1VALLEY GENERAL NOTES As1. ALL WORK SHALL BE DONE IN ACLORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975, AND ANY REV I S I ON: THEREAFTER � THE 5T.0 5PE�IFICAr ws FOR PUBLIC Wo2KS 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COAISr,LATEST PUBLIC WORKS DEPARTMENT PRION TO THE START OF ANY WORK WITHIN E1ITI11 THE CITY LIMITS. 3. STATIONING REFERS TO THE CLNTERLINE OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. CURVE DATA REFERS TO THE FICE OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIbEWALKS. 6. PAVEMENT SECTION FOR VALLEY IS 6" AC OVER 8 1/2" AB, FOR SIERRA IS 6 1/2" AC OVER 9" AB, FOR MARYGOLD IS 4" AC OVER 5" AB. THESE THICKNESSES ARE FOR BID PURPOSES ONLY AND WERE DETERMINED USING AN ASSUMED T1=10.5, R=50 FOR VALLEY, T1=11, R=50 FOR SIERRA, T1=7, R=50 FOR MARYGOLD. ACTUAL THICKNESS OF AC PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL ST EET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING R PORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 7. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 8. 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 GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. 9. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE STREETS. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. ALL GRADES LESS THAN 0.5% SHALL BE STAKED 12.5' ON CENTER. II. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILTY TO NOTIFY ALL -OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 13. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 14. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 15. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 16. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE ENGINEER TO THE CITY OF FONTANA. 17. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AN6-SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS. 18. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE I'S OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 19. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. 20. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 21. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 22. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER. 23. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 24. BACKFILL MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT. 25. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 26. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 28. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. 29. THE CONTRACTOR SHALL PROVIDE TO THE CITY OF FONTANA TRAFFIC ENGINEERING DIVISION, PHONE (714) 350-7610, A DETAILED TRAFFIC CONTROL PLAN IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL, CHAPTER 5, MANUAL OF TRAFFIC CONTROLS, FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, LATEST EDITION. REVIEWED AND ACCEPTED BY THE CITY OF FONTANA, PRIOR -TO THE ISSUANCE OF THE CONSTRUCTION PERMIT. UNDERGROUND SERVICE ALERT call: TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG PLANS FOR IMPROVEMENT OF BLVD., IN NOTICE TO CONTRACTOR THE EXISTENCE AND APPROXIMATE LOCATION OF UNDERGROUND -UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE _DETERMINED BY A SEARCH OF THE AVAILABLE PUBLIC RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UNDERGROUND UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE FOLLOWING COMPANIES HAVE AN INTEREST IN THE EXISTING FACILITIES WITHIN THE LIMITS OF THE PROJECT: CITY OF FONTANA PACIFIC BELL ENG I NEER I NG SERV ICE DEPT . 8353 SIERRA AVENUE -RIVERSIDE, ^" "''=84•-,4/1/�JyE/� clJ. �J2807 FONTANA, CA 92335 7 ( 909) 350- 7610 SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA GAS CO. 7951 REDWOOD Z-55�/ -298-1• W. LUGON I A FONTANA, CA 92336 P.O. BOX 3003 (909) 357-6231 REDLANDS, CA 92373 ( 909) 335Q- 7z�7 ,IJTl/1/ ;DEii//1//SF,PEE�LI�!/V FONTANA WATER CO. COMCAST 8440 NUEVO AVENUE 866i hy.194WE/2G� pU�iYT,4liE. FONTANA, CA 92335 O/Yll�.P/O cq 9/76/ ( 909) 822-2201 ( 909).��• �7�5 FONTANA UNION WATER CO. MARYGOLD MUTUAL WATER COMPANY 16779 SPRING STREET 9715 ALDER AVENUE FONTANA, CA 92335 BLOOMINGTON, CA 92316I I ( 909) 822-9199 Zc'�/ Eel?' .�/9 ( 909) 877-0516 CALL UNDERGROUND SERVICE ALERT 1-800-422-4133. PROVIDE MINIMUM TWO DAYS NOTICE PRIOR TO CONSTRUCTION. P4 W SIERRA AVE., AND MARYGOLD AVE. OF THE CITY W, FONTANA BENCH MARK RAILROAD SPIKE IN POWER POLE #62796 AT THE NORTHWEST CORNER INTERSECTION OF MARYGOLD AND MANGO AVENUE. ELEVATION = 1140.95 BASIS OF BEARINGS THE BEARING OF N•89028'58" E AS SHOWN FOR THE CENTERLINE OF VALLEY BOULEVARD ON PARCEL MAP NO. 12433, AS RtCORDED IN BOOK 165, PAGES 35 AND 36 OF PARCEL MAPS, RECORDS OF THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA. ADT=26,000 California Council of Civil Engineers & Land Surveyors CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL VICINITY MAP N.r.s. 1 - LO MARYGOLD AVENUE 11 SEE' 6'.�EE'1-loiP�ivo 6A SEE SHEET 7 ADT=10,000 AS i l SEE SHEET 9 IISEE SHEET 10 r 0 NO. 6) C) SECONDARY 0 LO C) 20 HORIZONTAL CURB DATA w FLOW LINE FL OR F.L. TOP OF BERM T.B. o T.C. FINISHED SURFACE F.S. GRADE BREAK G.B. ASPHALT CONCRETE w 9" A.B. 0 0 0 0 a VAT.M BOULEVARD HEALTHCARE PARKWAY SEE SHEET 8 1 ADT=37,000 SEE SHEET 4A 0 � -� J SEE SHEET 3 SHEET INDEX N.r.s. SEE SHEET 4 NOTES: 1. SHEETS 8, 9, AND 10 ARE FOR SECONDARY MITIGATION MEASURES. 2. ADT = AVERAGE DAILY TRIPS NOTE: "TREE REMOVAL/RELOCATION PERMIT" REQUIRED. NOTE: FOR REMOVAL AND RELOCATION OF TRAFFIG REFER TO PRIMARY AND SECONDARY MITIGATION MEASURES/SIGNAL INSTALLATION PLANS PREPARED BY LINSCOTT/LAW AND GREENSPAN. --- A P 0 ` LEGEND NEW PAVEMENT NO. 6) REMOVE a REPLACE EXISTING PAVEMENT SECONDARY CONCRETE PAVEMENT 0 CONSTRUCTION NOTES 20 HORIZONTAL CURB DATA Q2 FLOW LINE FL OR F.L. TOP OF BERM T.B. TOP OF CURB T.C. FINISHED SURFACE F.S. GRADE BREAK G.B. ASPHALT CONCRETE A.C. 9" A.B. 593 CY 2,946 LF CY MARYGOLD AVE. 4" A.C. Z APP a/o TE 47 To 5111EOr / fr 4, AbTE,P AWA. 43AZ a/CAPE CONST. oN sffEET 44. '3' - • 'D 5i b 5" •/G'g 77 INDICATES INTERIM IMPROVEMENTS AT HEALTHCARE PARKWAY ENTRANCE ON SHEET 4A AND STAGES CONSTRUCTION ON SIERRA 11-1-93 WPI 13 D TAITRI 2 CONCRETE DRIVEWAY PER CITY OF FONTANA STD. Z REV. I REVISION DESCRIPTION I DATE ENGR. CITY DATE LEGEND NEW PAVEMENT NO. 6) REMOVE a REPLACE EXISTING PAVEMENT SECONDARY CONCRETE PAVEMENT 0 CONSTRUCTION NOTES 20 HORIZONTAL CURB DATA Q2 FLOW LINE FL OR F.L. TOP OF BERM T.B. TOP OF CURB T.C. FINISHED SURFACE F.S. GRADE BREAK G.B. ASPHALT CONCRETE A.C. SIE N -OTE : ALL SNEE-TS AS GUILT W ITW THE EXT: EPTION OF 914EE'Te 31 *) 4ro (ULT mA-rE), 71819, ,ONO 10. PAVEMENT QUANTITY TABLE (SEE GENERAL NOTE NO. 6) PRIMARY SECONDARY VALLEY BLVD. 6" A.C. 1,116 TONS 112 TONS 8 1/2" A.B. 814 CY 81 CY SIERRA AVE. 6 '/2" A.C. 838 TONS 27,084 SF TONS 9" A.B. 593 CY 2,946 LF CY MARYGOLD AVE. 4" A.C. 120 TONS 1-32 TONS 5" A.B. 77 CY 85 CY A2_ A 0 CONSTRUCTION NOTESQUANTITIES Wagner Pacific PRIMARY MITIGATION SECONDARY MITIGA11ON O CONSTRUCT A.C. OVER A.B. PER PAVEMENT QUANTITY TABLE A.C. THIS SHEET. SEE GENERAL NOTE NO. 6. A.B. 2,074 TONS 1,484 CY 244 TONS 166 CY CONST UC T 8-01ONCRETE CURB & GUTTER PER CITY OF FONTANA 2,688 LF 1,485 LF 3 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. DETAILS 102-B & 105-A. 21,234 SF 8,477 SF ® D TAITR 2 CONCRETE DRIVEWAY PER CITY OF FONTANA STD. o o �Q'-94(n� CONSTRUCT HANDICAPPED RAMP PER CITY OF FONTANA STD. @)10DETAIL 104-A. ALIGN GROOVES PARALLEL TO THE CROSSWALK EA © REMOVE EXISTING A.C. PAVEMENT PER TYPICAL SECTION ON SHEET No. 2. 27,084 SF 2,733 SF r�7 REMOVE EXISTING CURB ONLY OR CURB & GUTTER. 31302 LF 1,485 LF ® SAWCUT EXISTING PAVEMENT PER TYPICAL SECTION ON SHEET No. 2. 2,946 LF 1,485 LF ® REMOVE EXISTING SIDEWALK. 17,153 SF 7,970 SF CONSTRUCT CONCRETE CROSS -GUTTER PER CITY OF FONTANA STD. 10 DETAIL 104. 2,575 SF CONSTRUCT 8" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. 11 AND DETAIL ON SHEET No. 2. 2,330 LF 0 12 REMOVE EXISTING FENCE OR WALL. L.S. 0 13 D TAITRI 2 CONCRETE DRIVEWAY PER CITY OF FONTANA STD. 944 SF 1,880 SF O CONST. A.C. DIKE 6" ABOVE EX. GRADE PER DETAIL ON SHT. No. 2. 14 NOT A PUBLIC IMPROVEMENT) 70 LF 15 CONSTRUCT 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. 296 LF 0 16 TRANSITION CURB FROM 6" C.F. TO 8" C.F. 342 LF 0 SAWCUT EXIST. PVMT. TO ACCOMMODATE MEDIAN ISLAND CURB AT 17 PROPOSED ISLAND LOCATION -PER -MEDIAN ISLAND CURB DETAILS SHOWN ON SHEET No. --2- 2,412 LF 0 18 FOR UTURE EXIST. A.C. AT ISLAND PER DETAIL ON SHEET -No. 2 25,542 SF 0 CONSTRUCT MODIFIED GRATE INLET PER CITY OF FONTANA STD. DETAILS 19 120A. MODIFY FACE PLATE PER DETAIL ON SHEET 7. 1 EA SEE PLANS PREPARED BY LINSCOTT, LAW & GREENSPAN, ENGINEERS, 20 COSTA MESA CA. FOR SIGNAL RELOCATION PLANS. Dwev A o .22�-r.5 --- --- SEE PLANS PREPARED BY SOUTHERN CALIFORNIA EDISON FOR POLE OR FACILITIES DISPOSITION RELOCATION. 2© WATER METERS / WATER VALVES TO BE ADJUSTED TO GRADE. 13 EA _ TO BE RELOCATED PER FONTANA WATER COMPANY CONSTRUCTION 23 DRAWINGS. --- --- 24 FOR DISPOSITION RELOCATION, SEE CONSTRUCTION DRAWINGS PREPARED BY PACIFIC BELL. ___ ___ PREPARED SBY SOU/THERNCCALIFbRNIA CANSCOMPANY.DRAWINGS 26 FOR DISPOSITION / RELOCATION, SEE CONSTRUCTION DRAWINGS PREPARED BY COMCAST CABLE. ___ --- FOR DISPOSITION RELOCATION OF EXISTING TREES AND IRRIGATION VALVES S E PLANS PREPARED BY LANDSCAPE ARCHITECT - A-1 SEGURA I DEUTSCHMAN. --- ---- CONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA STD. - 28 DETAIL 124. 1 EA 29 REMOVE EXISTING CULVERT. 2 EA O CONSTRUCT CURB INLET PER CITY OF FONTANA STD. DETAILS 121. 30 (MODIFY FACE PLATE PER DETAIL ON SHEET 7) \4 EA 2 EA 31 CONSTRUCT CONCRETE COLLAR PER DETAIL ON SHEET No. -2. 3 EA 1 EA 3© SEE PLAN PREPARED BY SO. CALIFORNIA EDISON FOR RELOCATION. --- --- CONSTRUCT MODIFIED RAMPED CURB RETURN - PER DETAIL ON .SHEET No. 2. 13 EA 16 EA 34 CONSTRUCT 15"• R.C.P. (2000-D) 36' LF 35 CONSTRUCT 6" CONCRETE CURB AND GUTTER PER CITY OF FONTANA TD. DETAIL 101. 33 LF 36 CONSTRUCT 18" R.C.P, (2000-D). 1,\ 55 LF 5 LF 3� ADJUST EXISTING MANHOLE TO GRADE. 4 EA 1 EA 38 REMOVE EXISTING R.C.P. 28 LF 39 CONSTRUCT CONCRETE DRIVEWAY PER CITY OF FONTANA S -TD. 103. 592 SF 40 REMOVE EXISTING CURB INLET, SALVAGE RIM AND COVER. 3 EA 3 EA 41 REMOVE EXISTING C.M.P. 4 LF 40 LF ® REMOVE EXISTING P.C.C. 89790 SF ® SAWCUT EXISTING P.C.C. 180 LF O CONSTRUCT 3'x3' OR 4'x4' TREE WELL, SEE PLAN --PREPARED BY 44 LANDSCAPE ARCHITECT SEGURA DEUTSCHMAN. 3� 44 EA 23 EA LOWER EXISTING 8" WATER. PROVIDE 36" MIN. COVER BELOW 45 SUBGRADE. SEE" NOTE ON SHEET 5. 400 LF 0 ®RESURFACE - FEATHER A.C. PAVEMENT OVER EXISTING PAVING. SEE ALTERNATE PAVING PLAN ON SHEET 6 3,034 SF --- 41 �PErylOv6 EX/ST/�V& pEVe_TrR114A/ REinA/^/G eo4r Holies w/Tf/ 2.•/ /l9/X Duey 1A c/c /I�J.Py6JL�/1�UT!/�lL!S/.�lI�.PGrli1JP4/VYfI�,DTF.P/11ETE�PTtJB��PEL0�4TE0 3 C-4 . .eELOCf1 TE- �'XrSTi�t/G �-4.2YGa� v �UTU.4C w-4TE�P C01e7AA.c1,V F/,CE tiY01e 4A1r I EA AS BUILT 91151!94 1% ' -) I ,510,0,Aj 4)12j,?)b%j IMP a tj 1) 14tj 0 F6 ESS Wagner Pacific CITY OF FONTANA, CALIFORNIA RoF /o �� Cv� C, HAI 4 �- I N C O R P O R A T E D CIVIL ENGINEERS o o �Q'-94(n� DRAWN BY: W _ Q - c� o No. 34751 �� 1? S U R V E Y O R S KT PARCEL W2 NO. 12433 SCALE: 1"=40' K, � EXP. � 201 E. YORB�A LINDA BLVD. 201 E. IA, CA. 92670-3418 DESIGNED BY: STREET- IMPROVEMENT PLANS DAIS: � o 9-30-95 714 99 45 FOR, �-9TF V �� PREPARED WB BY: SMRA AVE., YAM BLVD., do MARYGOLD AVE. 9/30/92 . o F CAL CHECKED BY. DANA S. HALADAY DAZE APPROVED BY: " � A le, .e c� Z- 7- 9V DRAWING NO.: W o N RCE# 34751 EXP. 9-30-95 JP e� qTY ENGMEER RCE 25126 DATE 22`� t - cJ.N. !.rotFlo V1 p141 QaS� � 352-07-90 z2 s7