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Home My WebLink About4018-1U 1° 14 1` 104 U W 7 M 5 4 M] 2 1 A !-I GENERAL NOTES: C 1, ALL WORK PERFORMED IN THIS CONTRACT SHALL CONFORM TO: A. PROJECT SPECIFICATIONS. B. WORK WITHIN PUBLIC RIGHT OF WAY SHALL CONFORM TO THE LATEST EDITION AND SUPPLEMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC) AND AMERICAN PUBLIC WORKS ASSOCIATION (APWA). C. CITY OF FONTANA STANDARDS. E 2. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE WORK SPECIFIED ON THE DRAWINGS AND WITHIN THE VARIOUS NOTES SHOWN HEREIN. 3. THE EXISTING CONDITIONS SHOWN DIAGRAMMATICALLY ON THE PLANS ORIGINATED FROM AS BUILT DRAWINGS AND FIELD SURVEY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE JOB SITE AND VERIFY THE EXACT EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. ANY DISCREPANCY SHALL BE REPORTED IMMEDIATELY TO THE CITY FOR PROPER ACTION. 4. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES IN THE AREA OF WORK WHICH ARE NOT INCLUDED IN THIS CONSTRUCTION, ANY DAMAGE RESULTING FROM THIS WORK SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE CITY. 5. UNDERGROUND SERVICE ALERT: BEFORE COMMENCING ANY EXCAVATION, THE CONTRACTOR SHALL OBTAIN AN UNDERGROUND SERVICE ALERT INQUIRY I.D. NUMBER BY CALLING 1-800-422-4133. TWO WORKING DAYS SHALL BE ALLOWED AFTER THE I.D. NUMBER IS OBTAINED AND BEFORE THE EXCAVATION WORK IS STARTED THAT UTILITY OWNERS CAN BE NOTIFIED. 6. PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE WORK PER SECTION 7-9 OF THE STANDARD SPECIFICATIONS. 7, REMOVALS.- EXISTING EMOVALS;EXISTING FACILITIES WHICH ARE INDICATED ON THESE PLANS TO BE REMOVED OR EXISTING FACILITIES WHICH ARE DISCOVERED DURING CONSTRUCTION (INCLUDING WALLS, FOOTINGS AND FOUNDATIONS) SHALL BE TOTALLY REMOVED, UNLESS DIRECTED OTHERWISE. 8. ALL SITE PREPARATION AS INDICATED SHALL BE MADE UNDER THE CONTINUOUS INSPECTION OF THE CITY. SECURE THE REQUIRED PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY FOR THE CONSTRUCTION OF TRENCHES, SHORING OR EXCAVATIONS WHICH ARE 5 FEET OR DEEPER OR WORK THAT MAY JEOPARDIZE THE WORKERS. SHORING CALCULATIONS SHALL BE PROVIDED AS REQUIRED FOR APPROVAL AND PERMITTING. 9. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA SUFFICIENTLY DAMPENED TO CONTROL DUST CAUSED BY WORK ACTIVITIES AS REQUIRED BY THE CITY. THE CONTRACTOR SHALL PROVIDE 6' HIGH TEMPORARY FENCING WITH VISUAL BARRIER AROUND THE PROJECT LIMITS. 10. ALL WORK IN THE PUBLIC RIGHT OF WAY REQUIRES APPROVAL BY THE CITY OF FONTANA DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS BEFORE CONSTRUCTION BEGINS. CONTRACTOR SHALL SECURE AND PAY FOR ANY PERMIT REQUIRED PRIOR TO CONSTRUCTION. 11, ALL FILL OR BACKFILL SHALL BE COMPACTED BY MECHANICAL MEANS TO A MINIMUM 95% RELATIVE COMPACTION AS PER ASTM D-1557. 12. THE GEOTECHNICAL ENGINEER IS TO APPROVE THE KEY OR BOTTOM OF EXCAVATION AND LEAVE A CERTIFICATE ON THE SITE FOR THE CITY INSPECTOR. THE CITY INSPECTOR IS TO BE NOTIFIED BEFORE ANY GRADING BEGINS AND FOR BOTTOM INSPECTION BEFORE FILL IS PLACED. FILL MAY NOT BE PLACED WITHOUT APPROVAL OF THE CITY. 13. VOIDS RESULTING FROM REMOVAL OF STRUCTURE SHALL BE FILLED WITH SUITABLE MATERIALS APPROVED BY THE CITY AND COMPACTED TO 95% MAXIMUM DENSITY PER ASTM D-1557. 14. UPON COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE EXISTING CONSTRUCTION FENCING, APPURTENANCES AND OFFICE TRAILERS FROM THE SITE. PAVEMENT SHALL BE PATCHED AND REPAIRED TO MATCH ADJACENT PAVEMENTS AND APPROVED BY THE CITY INSPECTOR AS APPLICABLE. 15. SITE GEOTECHNICAL INVESTIGATION WAS PREPARED BY NINYO & MOORE GEOTECHNICAL AND ENVIRONMENTAL SCIENCES CONSULTANTS, PROJECT NO. 203772001, DATED MAY 31 2002. SITE CLEARING AND GRADING RECOMMENDATIONS OF THE SOIL REPORT ARE PART OF THIS NOTE AND SHALL BE PERFORMED BY THE CONTRACTOR AS APPLICABLE. G H J LEGEND PROPERTY LINE ------------------------------- CENTER LINE --------------------------------- GRADE CHANGE ------------------------------- FINISHED GRADE CONTOUR ------------------------ EXISTING GRADE CONTOUR ------------------------ EXISTING GRADE ELEVA110N------------------------ FINISHED GRADE ELEVATION ------------------------ CHAIN LINK FENCE (CLF) ------------------------- FLOW LINE ---------------------------------- RIDGE LINE ---------------------------------- GRADE BREAK -------------------------------- ELECTRICAL CONDUIT---------------------------- TRAFFlC SIGNAL LINE ---------------------------- STORM DRAIN LINE ----------------------------- SEWER UNE --------------------------------- WATER LINE --------------------------------- SI TE WALL --------------------------------- CONTROL POINT ------------------------------- STORM DRAIN MANHOLE -------------------------- SEWER MANHOLE ------------------------------ GAS MANHOLE -------------------------------- GASVALVE ---------------------------------- STREET LIGHT -------------------------------- ELECTRICAL RISER ------------------------------ GUY WIRES ----------------------------------- PARKING METER --------------------------------- POWER POLE --------------------------------- TELEPHONE RISER ------------------------------ WATER METER --------------------------------- WATER VALVE --------------------------------- K 187 L R GB G E TS SD S W m e GV ❑ PB PM OR CD 13 0 W Man M N e S T U AC ASPHALT CONCRETE MEAS MEASURED Designed: AD AREA DRAIN MAX MAXIMUM APWA AMERICAN PUBLIC WORKS ASSOCIATION MH MAINTENANCE HOLE, MANHOLE DKB ARCH ARCHITECTURAL MIN MINIMUM Drawing Number: 4a r 8 Re VAwed: ASPH ASPHALT N NORTH Date: BC BEGINNING OF CURVE NPR NEWSPAPER RACK of BLDG BUILDING P PROPORTIONED BM BENCHMARK PA PLANTING AREA BCR BEGINNING OF CURB PCC PORTLAND CEMENT CONCRETE BS BOTTOM OF STEP PL PROPERTY LINE BW BACK OF SIDEWALK PM PUNCH MARK ON MANHOLE, PARKING METER CAB CABLE TV PP POWER POLE CB CATCH BASIN PTR PRELIMINARY TITLE REPORT CEFB CITY ENGINEER FIELD BOOK PSG PEDESTRIAN SWING GATE CF CURB FACE PVC POLY VINYL CHLORIDE PIPE q CENTERLINE PVMT PAVEMENT C&G CURB AND GUTTER R RADIUS (GEOMETRY) OR RIDGE (GRADING) OR RECORD (SURVEY) Cl CAST IRON REF REFERENCE CLF CHAIN LINK FENCE RW RIGHT OF WAY CLR CLEAR SD STORM DRAIN CMB CRUSHED MISCELLANEOUS BASE SDR STANDARD PIPE DIMENSION RATIO CO CLEANOUT SSMH SANITARY SEWER MANHOLE CONC CONCRETE S SLOPE, SOUTH, SEWER DI DUCTILE IRON SDMH STORM DRAIN MANHOLE DIA DIAMETER SLPB STREET LIGHT PULLBOX DDSG DRIVE DOUBLE SWING GATE SPK SPIKE DMH DRAIN MAINTENANCE HOLE SS SANITARY SEWER DWG(S) DRAWING(S) STA TATION DWP DEPARTMENT OF WATER AND POWER STD(S) STANDARD(S) DWY DRIVEWAY S&W SPIKE & WASHER E EAST T TANGENT EC END OF CURVE TA TREE AREA EDS EDISON TAD TOP OF AREA DRAIN ELEC ELECTRICAL TEL TELEPHONE EL, ELEV ELEVATION TMH TELEPHONE MANHOLE EJ EXPANSION JOINT TEL TELEPHONE VAULT EP EDGE OF PAVEMENT TG TOP OF GRATE EXIST, EX EXISTING TC TOP OF CONCRETE OR CURB EXP EXPANSION TCB TCB TOP OF CATCH BASIN FB FIELD BOOK TS TOP OF STEP FD FLOOR DRAIN TW TOP OF WALL FF FINISH FLOOR ELEVATION TYP TYPICAL FG FINISH GRADE U/G UNDERGROUND FH FIRE HYDRANT VCP VITRIFIED CAST PIPE FL FLOW LINE VIF VERIFY IN FIELD FN D FOUNDATION V V VAULT VENTS FS FINISH SURFACE W DOMESTIC WATER, WEST FOC FACE ON CONCRETE WM WATER METER FW FIRE WATER WV WATER VALVE G GAS WVLT WATER VAULT GB GRADE BREAK YB (W,S,G,E) YARD BOX (WATER, SEWER, GAS, ELECTRICAL) GC GENERAL CONTRACTOR GM GAS METER GVLT GAS VAULT GV GAS VALVE HP HIGH POINT IE INVERT ELEVATI0N No Revision / Submissions Date INV INVERT PREPARED BY: AAE INCORPORATED Architecture NO. ITEM SHOWN ON PTR 11 cN1fna & TnmtErnQlyni.lnp, Constrction Monaqnq RNL Interior D es i g nITEM EngineeringNl L LENGTH $ot va azo % salt+ 2aa TZ1 4)940-0100 Fox'(714)940-07W Facility Planning Urban Design ru Landscape Architect o � ojeolv-'�" �� ' http: //www.mldesign,car800 Wilshire Boulevard Suite 400 ! Y M 4"Il ---D-AM— Los Angeles, California 90 213 . 955 . 9775 A B C D E F G H J K L M N 0 P Q R S T U FoutaKa R.F�DS FONTANA LIBRARY AND RESOURCE TECHNOLOGY CENTER GENERAL NOTES, LEGEND AND ABBREVIATIONS Designed: Project Number: MA 6030-9291-01 �p REZA Fy Drawn: Scale: As Shown DKB N0 48091 {" Checked: WA Drawing Number: 4a r 8 Re VAwed: Exp, 6/30/06 X91 CIVIL C ..... 1 F Date: OF C 16 12/8/05 of COFYMGKT 2= — RNL OENGN, P.C. This docurnsnt, and the ideas and design concepts Inoorporated herein, as an Instrument of professional service, can not be used. In whole or in part for this or any other project, wlthout the written authorization of RNL DESIGN, P.C. 6 re 7