The URL can be used to link to this page

Home My WebLink About3306-1r"ENERAL NTEr" x P H D� G : * I L c S T U LEGEND AND SYMBOLS CIVIL ABBREVIATIONS AREA. -DRAIN, - c S T U 2 I 13 C, D E G SURVEY MONUMENT PRESERVATION IS REQUIRED AND SHALL INCLUDE SURVEY FIELD NOTES PER SECTION 2-9 AND SECTION 309 OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2000 EDITION, H k X DMGX crry NNGR(M xNaRim Q7KAU11NU INZ)PLUIUK AND IML UUNIK/AUIUM STATING lrl/-\i 11"It. SOIL llN1*)rt_Ulr_U MEETS THE . . . . . . . PROPERTY BOUNDARY -AD_ AREA. -DRAIN, - CONDITIONS OF THE REPORT, BUT THAT NO FILL SHALL BE PLACED UNTIL THE CITY GRADING .'.''LENGTH GENERAL TELEPHONE U/G ...... .. ....... STREET R/W 'LINE AC ASPHALT CONCRETE L ALL WORK SHALL .CONFORM TO THE CONTRACT . . . . . . . . CURB LINE ( FROM 1 "=20'� ON TO 1 "-200') ACP ASBESTOS CEMENT PIPE LF LINEAR FOOT HIGH POINT ..SPECIFICATIONS. SUPPLEMENTED BY. THE LATEST. EDITION AND SUPPLEMENTS OF THE STANDARD PLANS AND CURB LINE (�1"=10% 1" 8" 1"--16) APWA AMERICAN PUBLIC WORKS ASSOCIATION. LP LOW POINT Engineers and Constructlion Managers 707 Wilshire Blvd., Suite 5300 800 Vrlishite Boulevard SPECIFICATIONS' FOR PUBLIC WORKS CONSTRUCTION (SSPWC). m 1 -1 - . - I . -.1 .. . ....... 01 . ............. CENTER LINE LOT LINE / PARCEL, LINE ARCH ARCHITECT OR ARCHITECTURAL MAX MAXIMUM C A L w ----- - --- - 1-7 EASEMENT LINE (W=WIDTH) BC BEGINNING OF CURB MH MAINTENANCE HOLE 4 Project Nimbe,-,� 2. INSPECTION: RB FLOW LINE BHP BRAKE HORSE POWER MIN MINIMUM INVERT WPJ ALL WORK AND MATERIALS ARE SUBJECT TO INSPECTION BY THE . . . .CONTOUR LINE (APPROXIMATE) BLDG BUILDING N NORTH I . . . . THE CONTRACTOR SHALL POST "ADVANCE CONSTRUCTION NOTICE" r 1 0 1 CITY OF FONTANA OR ITS REPRESENTATIVES. WS OVERHEAD UTILITY LINE BUILDING FOOT PRINT LINE BLVD BOULEVARD Date - WTR WATER 12/09/02 . . . . . . . . . . . . . . . . OVERHANG LINE BW, B/w BACK OF WALK N/A NOT APPLICABLE 14 3. UNDERGROUND SERVICE ALERT:, . . . . . . . . FENCE LINE CB CATCH BASIN NIC NOT IN CONTRACT WWF WELDED WIRE FABRIC BEFORE COMMENCING ANY EXCAVATION, THE CONTRACTOR S\�IUMENT PRESERVA IT1 ON MK URVEY O GUARD RAIL . RETAINING WALL cc CONCRETE CEMENT NTS NOT TO SCALE INQUIRY SHALL OBTAIN AN UNDERGROUND SERVICE ALERT I . . . . . ... . . . . . . . CONC. BLOCK WALL CEM CEMENT OD OUTSIDE DIAMETER I.D. NUMBER BY CALLING 1-800-227-2600. ALLOW TWO . . . . . I . . EDGE OF ASPHALT PAVING CF CURB FACE OPP OPPOSITE WORKING. DAYS AFTER THE I.D. NUMBER IS OBTAINED AND . . . . . . I . CONCRETE PAVING OC ON CENTER BEFORE THE EXCAVATION WORK IS STARTED SO THAT UTILITY A.D. 0. . . . . . . AREA DRAIN CL CENTERLINE OWNERS CAN BE NOTIFIED, THE I.D. NUMBER MUST BE. . CATCH BASIN W/MANHOLE CIP CAST IRON PIPE PA PLANTING AREA REPORTED TO THE CITY ENGINEER. oMH . . . . . . . . MANHOLE SEWER, STORM DRAIN, POWER, TELEPHONE) Ci CONSTRUCTION JOINT PB PC PACIFIC BELL POINT OF CURVATURE 4, NOTICE TO ADJACENT PROPERTY OWNERS: oDS . . . . . . . . GUTTER DOWNSPOUT CLR CLEAR CD . . . . . . . . CURB DRAIN OUTLET PCC PORTLAND CEMENT CONCRETE THE CONTRACTOR SHALL GIVE REASONABLE NOTICE TO -0. POWER POLE (P.P.) / TELEPHONE POLE (T.P.) CMB CRUSHED MISCELLANEOUS BASE PKNG PARKING ADJACENT PROPERTY OWNERS PER SECTION 7-9 OF THE . . . S. . . SIGN ALL KINDS) CMP CORRUGATED METAL PIPE PL PROPERTY LINE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CON ' STRUCTION (88PWC). PROVIDE TEMPbkARY'ACCESS' TO THEIR PROPERTY . . . . . . . . .'ELECTROLIER ARMPOLE W/STREET LIGHT HIGH -VOLTAGE 'BOX CMU CONCRETE' MASONRY UNITS' POC POINT OF CONNECTION AS REQUIRED PER SECTION 7-10. �c . . . . . . . . . ELECTROLIER ARMPOLE W/TRAFFIC SIGNAL CO CLEAN OUT PI POINT OF INTERSECTION . . . . . . . TRAFFIC SIGNAL ARMPOLE W/TRAFFIC SIGNAL PULL BOX TRAFFIC SIGNAL STANDARD CONST CONSTRUCTION PIV POST INDICATOR VALVE 2 5. REMOVALS: L.S. S . . . . . . . LIGHT STANDARD CONT CONTINUOUS PSI POUNDS PER SQUARE INCH A. EXISTING FACILITIES WHICH ARE INDICATED ON THESE401' . . . . F.D.C. . . . . FIRE HYDRANT FIRE DEPARTMENT CONNECTION CID CONTROL POINT CUBIC YARD PT POINT OF TANGENCY, POINT PLANS TO BE REMOVED OR EXISTING FACILITIES WHICH P.I.V . . . . . . . . . POST INDICATOR VALVE CY PVC POLY VINYL CHLORIDE PIPE ARE DISCOVERED DURING GRADING OPERATIONS (IN— . OF WATER DRAINAGE FLOW CONC CONCRETE CLUDING WALLS, FOOTINGS AND FOUNDATIONS) SHALLP.M. P -M . . . . . .DIRECTION . . .PARKING METER COR CORNER PVMT PAVEMENT BE TOTALLY REMOVED, UNLESS DIRECTED OTHERWISE. G.M./W.M. n WATER METER PW POTABLE WATER B. REMOVE AS INDICATED ALL EXISTING CONCRETE CURBS, . . G.V./W.V. 0 . . . .GAS GAS WATER VALVE DELTA, A INCLUDED ANGLE R RADIUS, RIDGE CUTTERS, PAVEMENTS, DRIVEWAYS, SIDEWALKS, ASPHALT . Ua/P.B (3 . . . I . . . . . UTILITY / PULL BOXES DI DUCTILE IRON RC REINFORCED CONCRETE PAVEMENT, TREES, FENCES, CONCRETE BLOCK Q . . . . . . . . RECORD LOT / PARCEL NUMBER DIA DIAMETER ETER WALLS AND OTHER FACILITIES INTERFERING WITH THE PROJECT. IP 0 . . . . . . . ,TREE IN WELL W/TRUNK DIAMETER RCP REINFORCED CONCRETE PIPE PL . . . . .. .. . PLANTER DMH DRAIN MAINTENANCE HOLE RD ROAD 6. THE CONTRACTOR SHALL POTHOLE EXISTING SUBSURFACE GP . . . . APPR .. . . . . . . .GUARD POST . . . .APPROACH (DRIVEWAY) DR DRIVE ROW RIGHT OF WAY INSTALLATIONS CARRYING UNSTABLE SUBSTANCES TO 10"S SEWER (SIZE) DWG(S) DRAWING(S) DETERMINE THEIR LOCATIONS AND ELEVATIONS PRIOR TO . . . 0"SD-. . . . . . . .SANITARY . . . . STORM DRAIN (SIZE) DWP DEPARTMENT OF WATER AND POWER RPM REVOLUTIONS PER MINUTE COMMENCING EXCAVATION. 10"W . . . . . . WATER LINE (SIZE) REINF REINFORCEMENT 10 10$;G . . . . . . . GAS LINE (SIZE) DWY DRIVEWAY S SEWER, SLOPE, SOUTH 7. BENCH MARK FOR THIS PROJECT: 10"0 . . . . . . . . . OIL LINE (SIZE) E ELECTRICAL, EAST, EACH BENCH MARK: SAN BERNARDINO COUNTY SURVEYOR BM NO. 478 LOCATED AT THE 10"P . . . .. . . POWER LINE (SIZE) EA EACH SAN SANITARY - NORTHERLY END OF THE NORTHWEST CURB RETURN AT THE INTERSECTION 4 DU T . . . . . . . . TELEPHONE LINE (NO. OF DUCTS) EF EACH FACE SCE SO CALIF EDISON OF ARROW BOULEVARD AND SIERRA AVENUE ELEV.= 1275.152 00 00 . . . . . ELEVATION CONTOUR LINE . . . APPROXIMATE ELEVATION CONTOUR LINE EPB ELECTRICAL PULL BOX SCH SCHEDULE THE BEARING OF S 00°14'00" E ON THE CENTERLINE OF MANGO AVE. . . . . . . . . CONSTRUCTION NOTES EC END OF CURB SCWC SO CAL WATER CO 8. BASIS OF BEARING: 9 BETWEEN ARROW BOULEVARD AND SEVILLE AVENUE AS SHOWN ON TRACT EG EDGE OF GUTTER SD STORM DRAIN MAP NO. 3390 WAS USED AS THE BASIS OF BEARINGS FOR THIS SURVEY, . . . . . ... . CURVE DATA EJ EXPANSION JOINT SDMH STORM DRAIN MANHOLE CURB INLET No. ELECT, ELEC ELECTRICAL Sim SIMILAR 9. BACKGROUND AND UTILITY INFORMATION SHOWN HEREIN WERE OBTAINED EL, ELEV ELEVATION SMH SANITARY MAINTENANCE HOLE FROM SURVEY DATA PREPARED BY LAND DESIGN CONSULTANTS, INC. ON JUNE 26, 2001. EMH ELECTRICAL MANHOLE SPC S SPACES EP EDGE OF PAVEMENT SS SANITARY SEWER 10. ALL SITE PREPARATION ASt_71NDICATED SHALL BE MADE UNDER THE CGNTIN-UOUS 0SSPWC - ------ EQ INSPECTION OF THE CITY INSPECTOR. STANDARD SPECIFICATIONS FOR CITY OF FONTANA EQUIV EQUIVALENT PUBLIC WORKS CONSTRUCTION 11. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA SUFFICIENTLY DAMPENED ETC ET CETERA STA STATION TO CONTROL DUST CAUSED BY GRADING AND CONSTRUCTION IN ACCORDANCE WITH THE REGULATION OF LOCAL JURISDICTION. LOCAL UTILITY, INFORMATION EXIST, EX EXISTING STD(S) STANDARD(S) 12. ALL ELEVATIONS SHOWN ARE TO THE TOP OF PAVEMENT, TOP OF CURB, CURB FF FINISH FLOOR STL STEEL FLOWLINE OR FINISHED SURFACE, CONTRACTOR MUST SUBTRACT PAVEMENT AND ELECTRICITY TELEPHONE FG FINISHED GRADE T TELEPHONE, TANGENT 7 BASE THICKNESS TO DETERMINE SUBGRADE ELEVATIONS WHERE APPLICABLE, SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL FH FIRE HYDRANT T & B TOP AND BOTTOM 13. WORK AREA TRAFFIC CONTROL PLANS SHALL BE PROVIDED BY THE CONTRACTOR 7951 REDWOOD AVE. 3073 ADAMS STREET, f'm MASONRY COMPRESSIVE STRENGTH TAD TOP OF AREA DRAIN AND SHALL BE SUBMITTED FOR APPROVAL PRIOR TO START OF WORK. FONTANA, CA 92336 (909) 357-6581 RIVERSIDE, CA 92504 (909) 359-2520 FW FIRE WATER TEMP TEMPORARY 14. NO FILL SHALL BE PLACED, UNTIL THE CITY INSPECTOR HAS INSPECTED AND SEWER FL FLOW LINE TG TOP OF GRADE, TOP OF GRATE APPROVED THE BOTTOM OF EXCAVATION. GAS SOUTHERN CALIFORNIA GAS COMPANY CITY 0117 FONTANA FND FOUNDATION TMH TELEPHONE MANHOI - E, TOP OF MANHOLE 6 15, ALL FILL OR BACKFILL SHALL BE COMPACTED BY MECHANICAL MEANS TO A MINIMUM 1981 WEST LUGONIA ST. 8353 SIERRA AVENUE, FS FINISHED SURFACE TOC, TC TOP OF CONCRETE, TOP OF CURB 95% RELATIVE COMPACTION AS DETERMINED BY THE ASTM D-1557, REDLANDS, CA (909) 357-7781 P.O.BOX 518 FONTANA, CA 92335 FT FEET TCB TOP OF CATCH BASIN 16. THE SOILS ENGINEER IS TO APPROVE THE KEY OR BOTTOM OF EXCAVATION AND LEAVE (909) 350-7610 FW FIRE WATER TOR TOP OF RAMP A CERTIFICATE ON THE SITE FOR THE GRADING INSTPECTOR. THE GRADING INSPECTOR WATER G GAS TOW TOP OF WALK IS TO BE NOTIFIED BEFORE ANY GRADING BEGIN`- AND, FOR BOTTOM INSPECTION BEFORE FONTANA WATER COMPANY CAN GA GAGE FILL IS PLACED, FILL MAY NOT BE PLACED WHHOUT APPROVAL OF THE GRADING INSPECTOR. 16803 SPRING STREET, COMCCAST CABLE TV GALV GALVANIZED TRANSF TRANSFORMER FONTANA, CA 92335 1205 DUPONT AVENUE, TRF PB TRAFFIC PULL BOX 6 17. PRIOR TO THE PLACING OF COMPACTED FILL, SOILS ENGINEER SHALL INSPECT AND APPROVE (909) 822-2201 ONTARIO, CA 91761 (909) 988-2999 GB GEN GRADE BREAK GENERAL TW TOP OP WALL THE BOTTOM EXCAVATIONS. HE SHALL POST A NOTICE ON THE JOB SITE FOR THE CITY U = CPN` GALLONS ONIq PFR MINUTE TvD TYPICAL 2 I 13 C, D E G SURVEY MONUMENT PRESERVATION IS REQUIRED AND SHALL INCLUDE SURVEY FIELD NOTES PER SECTION 2-9 AND SECTION 309 OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2000 EDITION, H k X DMGX crry NNGR(M xNaRim Q7KAU11NU INZ)PLUIUK AND IML UUNIK/AUIUM STATING lrl/-\i 11"It. SOIL llN1*)rt_Ulr_U MEETS THE CONDITIONS OF THE REPORT, BUT THAT NO FILL SHALL BE PLACED UNTIL THE CITY GRADING GTE GENERAL TELEPHONE U/G UNDERGROUND INSPECIT O R HAS ALSO INSPECTED AND APPROVED THE BOTTOM EXCAVATIONS. HORIZ HORIZONTAL VERT VERTICAL HP HIGH POINT Architecture Interior Design RNL Engineering Delon Hampton & Associates, Chartered Facility Planning Urban Design VCP VITRIFIED CLAY PIPE Engineers and Constructlion Managers 707 Wilshire Blvd., Suite 5300 800 Vrlishite Boulevard HR HANDICAPPED RAMP Tel, 213.622.4848 Fax 213.622.2312 KL, T d1 E T I% AN PAR NER1 OREM, C A L w WATER, WEST 1-7 C MI" WGUEM, R.C.E. 51162 DAME. 1, IRR IRRIGATION PHASE- H 4 Project Nimbe,-,� VESS RB W/ WITH NOTICE OF STREET RPA INV INVERT WPJ WEAKENED PLANE JOINT Checked: IE INVERT ELEVATION Eat. 12/31 THE CONTRACTOR SHALL POST "ADVANCE CONSTRUCTION NOTICE" r 1 0 1 Reviewe& WS WATER SERVICE SIGNS AS SPECIFIED IN SECTION 7-10.3 OF THE STANDARD Date - WTR WATER 12/09/02 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2000 EDITION. VCP VITRIFIED CLAY PIPE VIF VERIFY IN FIELD WWF WELDED WIRE FABRIC S\�IUMENT PRESERVA IT1 ON MK URVEY O 2 I 13 C, D E G SURVEY MONUMENT PRESERVATION IS REQUIRED AND SHALL INCLUDE SURVEY FIELD NOTES PER SECTION 2-9 AND SECTION 309 OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2000 EDITION, H k X DMGX crry NNGR(M xNaRim D&%cNanm RMUL M-9 DUTM ME wo_ oaf.b sloes Date Architecture Interior Design RNL Engineering Delon Hampton & Associates, Chartered Facility Planning Urban Design Landscape Architecture Engineers and Constructlion Managers 707 Wilshire Blvd., Suite 5300 800 Vrlishite Boulevard Los Angeles, California 90017 Suite 400 Los Angeles, WiforrJagoorf Tel, 213.622.4848 Fax 213.622.2312 KL, T d1 E T I% AN PAR NER1 OREM, C A L T APP DUN MG NO. 1-7 C MI" WGUEM, R.C.E. 51162 DAME. GENERAL NOTES MGENDI AWID AB,18nV1AU0NS PHASE- H Designed: 99011.02 Project Nimbe,-,� VESS RB Dra= M Scale - AS SHOWN Checked: DraTAng Numbey: C= Eat. 12/31 cc r 1 0 1 Reviewe& Date - 12/09/02 tt DWG. NO. 3306 T SHEET 1 OF 10