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Home My WebLink About2478-1.tifkIN W"khi:7 `I - WA \ lgm�m IrSOL I ti V_ 1 1 _ 1, i f • WR R � � e 3' M0 S M NATW SOIL. COMPACTED •95X s- MIN. C M M. 10 MAX. 10 MAx. - - - r MAX SIZE 14004 SOIL. COMPACTED 90X r Mac. sra SELECTEV NATIVE BEDDING COMPACTED In Sox cI CRUSHEDS i r0NEBEDDING W PER STD. SPECS. '� - a FOR PUBLIC WORDS Y • a CONSTRUCTION . TABLE 200-1.2(A) SHOWN BELOW r VCP TAKE: 200-1.2(A) 5V4 SIZE TIAL lE�� FOR Ir rERCENTIVCE rusrrc SEAS 1 1 2 SPECIFICATIONS AND THE STANDARD SPECIFICATION FOR PUBLIC WORKS 0 CONSTRUCTION (GREEN BOOK) LATEST REVISIONS. 3/40 100 ENGINEERING DMSION PRIOR TO START OF ANY WORK WITHIN THE CITY 3/4* 20-60 NO.4 0-15 NOA o -s ASTM C 131 NST 0 SCALE : 1 "=100' V OR DEEPM SCALE: 1 - 2" J' MAX SIZE NATIVE SOIL. COMPACTED 95X 60 MIN, or Mo. TO' MAX. 100 MAR r MAX SIZE NATIVE ' SOIL. COMPACTED 90x f' MAX. SIZE SELECTED NATIVE BEDDING COMPACTEP r TO 90x 3, d Rd 6' VCT 't TYPICAL eeaFM Ir vr� LESS THAN XY DEEP SCALE: 1' - 2' CROMNG NCYI'EBENCHMARK: REMSK UNDERGROUND SERVICE ALERT ALL BORING / JACKING OPERATIONS, SPECIFICATIONS AND MATERIALS CALL TOLL FREE: (800) 422-4133 R.R. SPIKE ON PPf 674320E AT THE IMERSECTION OF JURUPA AVENUE FOR THE INSTALLATION OF THE SEWER MAIN UNDER THE EXISTING AND MULBERRY AVENUE REINFORCED CONCRETE BOX SHALL BE REVIEWED AND APPROVED BY THE CITY ENGINEER OR ASSIGNEE PRIOR TO COMMENCEMENT OF ANY SEWER WORK. 0". 918.40 IWO WORKING DAYS BEFORE YOU arc A00 THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD • SPECIFICATIONS AND THE STANDARD SPECIFICATION FOR PUBLIC WORKS A00 THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD TOTAL SPECIFICATIONS AND THE STANDARD SPECIFICATION FOR PUBLIC WORKS 0 CONSTRUCTION (GREEN BOOK) LATEST REVISIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA ENGINEERING DMSION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATX04M REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. „�,, * . • 4. ALL UNDERGROUND WORK SHALL BE COMPLEft PRIOR TO PAVING OF • STREETS. 5. EXISTING UNDERGROUND UTRJTIES ARE AS PER AVAILABLE RECORDS. - 2- THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. • 6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN (S) FEET IN `T DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, COIVSMUCnON NOTES & QUAPM71ES SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN A00 17EW TOTAL IAWr 0 AWS 7ALL STAIII9 EL' DV7)W A90090LZ"' •PL'R -OA 12 Ei� 07Y OF A TAA14 STAA0VW &7A,E 112 AVSrAII B a19'TR1f7ED CLAY PIPE PER 07Y OF ?O fVVA TAAN STAND41ROS AAV SPM1A7CA7110N5 2," LF. SW REXVA49 DETAILS WAT7A XT 4w srNER LABRAL AAV hv&sL• aE4Atavr `T AlrR C17Y OI- fOATAA64 STD. AKA 125 ANO /NSrALc Sf*V CLDWN-Off MOX PERP17Y OF FOATAA64 SAD NO. 1254 (1N C: WCRSW AREIS) OW 1258 (AN L4oI4IP£ AR£AS} O AYSTALL d' DIU1;711E lAtW AYPE PD? 017Y Olr FOAIII /W STANLi4/PRS AND SPECIFrAMOAS ! SEE CROSSING A407F BEZOW 1► Lf; 00A5IRtXT 00AiCA*7Lr E74GL5'fk%Wr PIR LAC.D.P.M: 57A10IRn 0 PIAN Ab 2023-D C4 -SF N SfE6W E74L^A,S£MD1? 14 LF EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 7. THE CONTRACTORS) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1 I. 6. 8. REFER TO CITY OF FOWAN& UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 9. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. CONTRACTOR SHALL NOTIFY THE ENGINEER 48 -HOURS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION. 10. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD. RECORD DRAWINGS SHALL BE PROVIDED TO THE CITY OF FONTANA. 11. THE CONTRACTOR SHALL sE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH ' CRol %'1445 A 10TC : MARKS WHICH ARE DISTRIBUTED DURING CONSTRUCTION WHETHER ALL 8be#J�/.MC�CWg Ar1C�41J NS, �IjYCA9ldVS AIMV "A9'WJAL't THEY ARE SHOWN ON THE PLANS OR NOT. ?"a+C IW WS TA UA770Al OP` 11W W NON MA A/ OAfVM 7W VX I f7*012 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE Ate, C• R. SHAL4- W Off V*W4Fo AND APPRO WV7PfE C4rY �, CONSTRUCTED 6' BELOW FINISHED GRADE BY SEWER CONTRACTOR AND AX ASSIGP4BE Mot ro COMWMIVC&0ffA #- 491 AWY ftWOC WORDS'. SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER - �9E N COMPLETION OF PAVING. 13. ALL 4' HOUSE SEWER LATERALS SHALL BE INSTALLED ON A 2%M04MUM - - GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. INSTALL • • SEWER CLEANOUT BOX FOR ALL HOUSE LATERALS PER STD 125-A OR 125B. _ 14. TERMINATE ALL 4" HOUSE SEWER LATERALS INSIDE THE LOT WITH A PLUG. SHOULD A PUBLIC UTILITIES EASEMENT BE CONTIGUOUS TO THE STREET R.O.W., THE LITERAL SHALL EXTEND ACROSS THE EASEMENT AND TERMINATE 3INSIDE THE LOT AS MEASURED FROM THE UTILITY - EASEMENT LINE. 15. CHIS. X SHALL K PLACED ON THE CURB OVER LOCATIONS OF SEINER N T LATERALS BY THE SEWER CONTRACTOR. 1. EXTEND BOTH ENDS OF CRADLE OR ENCASEMENT TO A POINT I' 16. R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE, SHORT OF FIRST PIPE JOINT BEYOND LOCATIONS SPECIFIED ON HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS OF ALL UTILITY CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWER ANY PLANS. DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER PRIOR TO CONSTRUCTION. I I 17. THE COMRACTOR(5) SHALL COORDINATE CONSTRUCTION WITH ALL I UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED M. GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, • / // / LANDSCAPING IRRIGATION. DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 48 HOURS I • PRIOR TO EXCAVATION NEAR THEIR FACILITIES, NOTIFY; CITY OF FONTANA ' 8353 SIERRA AVENUE FONTANA. CAUFORNIA 92335 PLAN VIEW TELEPHONE (909)350-7610 SO.CALIF GAS COMPANY -DISTRIBUTION FACILffn 16231 VALLEY BLVD. FONTANA. CALIFORNIA 92335 TELEPHONE (889-9711 OR (800)422-4133 2. APPLY FORM 0IL. THIN PLASTIC SHEET. OR OTHER ACCEPTABLE SO.CALIF. GAS COMPANY - TRANSMISSION DEPARTII�IEM MATERIAL TO PIPE. TO PREVENT BOND BETWEEN PIPE AND 2191 BIRCH STREET CONCRETE. BREA. CALIFORNIA 92621 TELEPHONE (909)529-2889 OR (800) 422-4133 3. USE CLASS 420-C-2000 CONCRETE FOR ALL CASES. SOUTHERN CALIFORNIA EDtSON, 4. CONDITIONS 0 F REQUIRED USE: 30 7951 REDWOOD AVENUE iFONTANA, CALIFORNUA 92336 - N0. BARS µ 909)357-6231 SO. OF MERRILL 909)357-6223 (NO. OF MERRILL) _ i 800)422-4133 GENERAL TELEPHONE COMPANY" •' / i 245 N. MOUNTAIN VIEW AVENUE •POMONA, CALIFORNIA 91766 6• ' .d 6. TELEPHONE (213)357-2257 OR (800)422-4133 SAN BERNARDI NO COUNTY FLOOD CONTROL DISTRICT • 825 EAST THIRD STREET SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (909)383-1665 ' - • ' PACIFIC TELEPHONE & TELEGRAPH COMPANY • 3073 ADAMS STREET 3• RIVERSIDE, CALIFORNIA 92504 TELEPHONE (714)359-2585 OR (800)422-4133 N0. 4 BARS FONTANA WATER COMPANY A $ I V I 8440 NUEVO AVENUE SPECIAL ENCASEMENT F °NTA NA 98cAUFORMA 92334 d. CASE IV - SPECIAL ENCASEMENT . TELEPHONE (909)822-2201 I. WHEN CROSSING UNDER A STRUCTURE WITH A WIDTH GREATER THAN 5' AND A CLEARANCE LESS THAN I.5' AND GREATER .5p'RIVATE ENGIr[IrER'S NCYI'E 2. WHEN WITHIN 10' OF A PRESSURIZED WATER MAIN OR WITHIN 25' OF A GRAVITY FLOW WATER MAIN. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONME FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREOW IN THE EVEN TO DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS • PRIVATE ENGINE'EROS NOVICE TO 111'E OONTRAL'MR STANDARD PLAN CRADLING AND ENCASEMENT 2 O 2 3 - O i 0 ER OR off'. `BAWD THOSOR E SHOWN OF THEREP°RREECCORDDS EBY XAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. SHEET 2 OF 2 2. IT SHALL sE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE - _ - NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR _ TO CONSTRUCTION. 3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY r , MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE IT SHALL BE THE CONTRACTOR?S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE ` STARTING WORK. Isom +� 4. THE CONTRACTOR SHALL ALL UTILITIES THAT HE MAY BE JOINING. CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEtRS ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS OF RELOCXTION OR ADDITIONAL COSTS _... OF CONSTRUCTION. COF.DM