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HomeMy WebLinkAbout1853-1imp FONTANA I I r% Jet A 1 1 1 1 -4- 1 1 1, 1 I 1 0. F M. M. I y I I I I I I I I I 1 1 1 1 amu �r. ����� � ���ILSZ lv�U A NrN,111�W d AVL N tepF, i S OEECT If 0?*TAN)A CAL11 11f 4)UNIA TRACT 'NO, 14241-I, 14241-2, 14241-3,14241. VICINITY MAP ur iIj .1\1 INDEX MAP NOTE* THE PRIVATE ENGINEER SIGNING THESE HAMS IS RESPONSIBLE FOR ASSURIMG THE ACCURACY AND k&EPTABILITY OF TRE WORK HEICEON. IN THE EVEMT OF DISCREPANCIES AIZ15ING DURING COMSTKUCTION THE PRIVATE ENGINEER SIAM%L. L SE RESPONSIBLE FOR DETEZMINI'NG AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. % sew eae+AM+o oa svf svExsoE co. PRIVATE ENGINEERS NOTICE TO CONTRACTOR 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN OF THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE 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 I:EQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S REPSONSIBILITY TO NOTIFY THE OWNS" OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER 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 ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL REPSONIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. 2^63 ARE TO K l=f'T YtIMCAIL ANO BENT IN PLACE W"C:v SEAM Is FORUM n � SECTION A -A N TOTAL LNT 14241-1 1 14241-3 L) c1c) ww3 N, 0 V 3 ¢ SIPECIFICATIONS. ' LUG FONTANA STANDARD DETAIL 112. •:�:" - EA. U5 E 15 - NO. 4 LO N GITUOINAL BARB, i TC v LIMITS. F - ©DALLY SPACED FOZ PIPE L AR GEFZ THAN 115 ie SOL 1 7 s• 0 INSTALL. W 1&/ATv2 n6gr rLus mrH TIGNTaJ- MEETS. . • CASE 2 lr,CS aANV.W. THE CONTRACTOR SMALL K RESPONSIBLE FOR VERIFYING THE ACTUAL Q LOCATION AND ELEVATION IN TME FIELD. W bz • INSTALL 8" VITRIFIED CLAY PIPE PER CITY OF FONTANA STANDARDS AND -� L1J 0 E.XIST. 8" VCP G-614 TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ACSO*BE lk GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT 4 • • . , .. 1 • • ,' �••. SPECIFICATIONS. THE CONTRACTORS) SHALL OBTAIN A PERMIT TO PERFORM L.F. THE GAAOE CLIAS. EXCAVATION OR TRENCH WORK AS DESCRIBED IA NOTE 6 ABOVE FROM Q4 INSTALL 4" SEWER LATERAL PER CITY OF�(!0 FONTANA STANDARD DETAIL 125. 5EE GEN. MOTE NO. 14. 3 7TZ 3 0 211 "J N REM, TO CITY OF FONTANA, UNDERGROUND UT I I. I TY LOCATION 2 L THE CH1MNCY 1101111110C SVPK L K wT711PKD CLAY PIPE WIT4 MECHANICAL CCMMES34H 9. ADEQUATE STAKES SMALL. N SET BY THE ENGINEER TO ENABLE THIS: O cA i E A . JOINTS. JL NO CONNECTION $"ALL K MAOI OIREG?'t`► PIP TO TOP OF CHIMNEYE. CONTRACTOR SHALI. NOTIFY THE ENGINEER 48 -HOURS PRIOR TO TME I 1 1111 = 1 CL MAX. AS BUILT DRAWINGS SMALL BE PROVIDED BY THE CONTRACTOR TO THE A. WNM cNE House LATERAL. Is TC x CITY OF FONTANA. 5 ` H INSTALL CONCRETE ENCASEMENT PEE DETAIL BELOW 373 LL.FO SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH /6.3 MARKS WHICH ARE DISTRIBUTED DURING CONSTRUCTION WHETHER THEY 7 R-Ud, ASANZ-C)w ITU PLACE) OR GROUT FILL SOLID 206 L.F. 0 O o 205 --, 8" V. C.P. SEWEI: MIA I KI . SHALL BE RAISED TO CRAIW HY PAVING COWrRA("r(1R AFTER l�LECTtO NATIVE SOIL COMPLETION OF PAVING. 13. ALL 4" HOUSE; SE:WFR LATERALS. SHALL BE: INSTALLED ON A 2% 3 �� ur iIj .1\1 INDEX MAP NOTE* THE PRIVATE ENGINEER SIGNING THESE HAMS IS RESPONSIBLE FOR ASSURIMG THE ACCURACY AND k&EPTABILITY OF TRE WORK HEICEON. IN THE EVEMT OF DISCREPANCIES AIZ15ING DURING COMSTKUCTION THE PRIVATE ENGINEER SIAM%L. L SE RESPONSIBLE FOR DETEZMINI'NG AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. % sew eae+AM+o oa svf svExsoE co. PRIVATE ENGINEERS NOTICE TO CONTRACTOR 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN OF THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE 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 I:EQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S REPSONSIBILITY TO NOTIFY THE OWNS" OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER 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 ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL REPSONIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. 2^63 ARE TO K l=f'T YtIMCAIL ANO BENT IN PLACE W"C:v SEAM Is FORUM n � SECTION A -A i � 4:23 I .�., 2 col 43 0 24 27 L•� CONSTRUCTION NOTES AND QUANTITY ESTIMATES NO. N TOTAL LNT 14241-1 1 14241-3 L) c1c) INSTALL STANDARD MANHOLE PER CITY OF 0 V 3 ¢ SIPECIFICATIONS. ' LUG FONTANA STANDARD DETAIL 112. •:�:" - EA. U5 E 15 - NO. 4 LO N GITUOINAL BARB, i TC LIMITS. F - ©DALLY SPACED FOZ PIPE L AR GEFZ THAN 115 ie 2 ' 1 i � 4:23 I .�., 2 col 43 0 24 27 L•� CONSTRUCTION NOTES AND QUANTITY ESTIMATES NO. ITEM TOTAL LNT 14241-1 14241-2 14241-3 14241 (D INSTALL STANDARD MANHOLE PER CITY OF REFER TO DEFINITIONS AND TERNS IN CITY STANDARD 3 ¢ SIPECIFICATIONS. FONTANA STANDARD DETAIL 112. •:�:" - EA. U5 E 15 - NO. 4 LO N GITUOINAL BARB, MORTIS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. F - ©DALLY SPACED FOZ PIPE L AR GEFZ THAN 115 ie STATX ON I NG REFERS TO TILE CENTERL I NES OF STREET EXCEPT WlIERB OTHERWISE NOTED. s• 0 INSTALL. W 1&/ATv2 n6gr rLus mrH TIGNTaJ- MEETS. . • CASE 2 lr,CS aANV.W. THE CONTRACTOR SMALL K RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN TME FIELD. S. O3 INSTALL 8" VITRIFIED CLAY PIPE PER CITY OF FONTANA STANDARDS AND FEET IN DEPTH SMALL BE EFFECTIVELY GUARDED BY A SHORING 0 SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ACSO*BE 1. T}i Upp" ENO co Tt~E CHIM-0 c r PI/E SMALL Be AT LEAST • F'" -'t sEL^w GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT , • • . , .. 1 • • ,' �••. SPECIFICATIONS. THE CONTRACTORS) SHALL OBTAIN A PERMIT TO PERFORM L.F. THE GAAOE CLIAS. EXCAVATION OR TRENCH WORK AS DESCRIBED IA NOTE 6 ABOVE FROM Q4 INSTALL 4" SEWER LATERAL PER CITY OF�(!0 FONTANA STANDARD DETAIL 125. 5EE GEN. MOTE NO. 14. 3 7TZ L. F. OP THE IOWEA "J •...' • REM, TO CITY OF FONTANA, UNDERGROUND UT I I. I TY LOCATION L THE CH1MNCY 1101111110C SVPK L K wT711PKD CLAY PIPE WIT4 MECHANICAL CCMMES34H 9. ADEQUATE STAKES SMALL. N SET BY THE ENGINEER TO ENABLE THIS: O C -r ->W 51'eiJC-T' C- -1 M N W Y P 1 967 ,+►1.1 n AA 5dr trt 3 E A . JOINTS. JL NO CONNECTION $"ALL K MAOI OIREG?'t`► PIP TO TOP OF CHIMNEYE. CONTRACTOR SHALI. NOTIFY THE ENGINEER 48 -HOURS PRIOR TO TME I 1 1111 = 1 LOS A W 61E L E S Q0t1 WTY 'P(ML.IC Wu V.S STD. 5-Z7 MAX. AS BUILT DRAWINGS SMALL BE PROVIDED BY THE CONTRACTOR TO THE A. WNM cNE House LATERAL. Is TC x CITY OF FONTANA. 111. INSTALL CONCRETE ENCASEMENT PEE DETAIL BELOW 373 LL.FO SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH /6.3 MARKS WHICH ARE DISTRIBUTED DURING CONSTRUCTION WHETHER THEY 7 R-Ud, ASANZ-C)w ITU PLACE) OR GROUT FILL SOLID 206 L.F. 0 O o 205 IL 8" V. C.P. SEWEI: MIA I KI . SHALL BE RAISED TO CRAIW HY PAVING COWrRA("r(1R AFTER l�LECTtO NATIVE SOIL COMPLETION OF PAVING. fu N0. 4 f5AR LONIGIT. TYP. OF 0 42 45 x �3 CTYP) 0. 4 TI BAR 24 MAX. O.C. 44 C L A 55 A CONtZETE (3000 P5.1 A QO 2 ilk UNDERGROUM0 3:)A I SECTION A -A I STZUCTU�ZE TJZENCH q� .r-� r e S"rGPSEw�2 4 0 TE-J. 000. .. _, w: r-----7 -� .,_ 1 . _ • � 1 '1 •: - - 0 rCONC. ENICASEMEWr * N A THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD AV EN(fE SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERNS IN CITY STANDARD SIPECIFICATIONS. I •:�:" - U5 E 15 - NO. 4 LO N GITUOINAL BARB, MORTIS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. F - ©DALLY SPACED FOZ PIPE L AR GEFZ THAN 115 ie STATX ON I NG REFERS TO TILE CENTERL I NES OF STREET EXCEPT WlIERB OTHERWISE NOTED. s• 4. ALL VNDMROROtI11D NORR SMALL W COMPLETED PRIOR TO PAV IIM OF MEETS. . • CASE 2 I EXISTING UNdERdROtlND VTI L ITTF.8 ARE AS PER ATA I LABLE RECORlfJ . THE CONTRACTOR SMALL K RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN TME FIELD. S. TIM WALLS AND FACES OF ALL EXCAVATION GREATER TiM FIVE (S) FEET IN DEPTH SMALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ACSO*BE 1. T}i Upp" ENO co Tt~E CHIM-0 c r PI/E SMALL Be AT LEAST • F'" -'t sEL^w GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT , • • . , .. 1 • • ,' �••. 7. THE CONTRACTORS) SHALL OBTAIN A PERMIT TO PERFORM THE GAAOE CLIAS. EXCAVATION OR TRENCH WORK AS DESCRIBED IA NOTE 6 ABOVE FROM T• •; ti SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1. OP THE IOWEA 1.6. •...' • REM, TO CITY OF FONTANA, UNDERGROUND UT I I. I TY LOCATION L THE CH1MNCY 1101111110C SVPK L K wT711PKD CLAY PIPE WIT4 MECHANICAL CCMMES34H 9. ADEQUATE STAKES SMALL. N SET BY THE ENGINEER TO ENABLE THIS: I •• T ; -yam • - - - - � �.r«a d" M 1 f*1. �o" M1 N. JOINTS. JL NO CONNECTION $"ALL K MAOI OIREG?'t`► PIP TO TOP OF CHIMNEYE. CONTRACTOR SHALI. NOTIFY THE ENGINEER 48 -HOURS PRIOR TO TME I 1 1111 = 1 10" MAX. MAX. AS BUILT DRAWINGS SMALL BE PROVIDED BY THE CONTRACTOR TO THE A. WNM cNE House LATERAL. Is TC x CITY OF FONTANA. 111. THE CONI ACTOR SMALL BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH MARKS WHICH ARE DISTRIBUTED DURING CONSTRUCTION WHETHER THEY ARE SNOWN ON THE PLANS OR NOT. .AWED TO THE CHIMNEY PIPE, Use A SINGLE -Y- ANO FACE "Y- Tow"Os ALL. MANNOLK AND CLEANOITT FRAMES AND COVERS SHALL HE IL SHALL BE RAISED TO CRAIW HY PAVING COWrRA("r(1R AFTER l�LECTtO NATIVE SOIL COMPLETION OF PAVING. 13. ALL 4" HOUSE; SE:WFR LATERALS. SHALL BE: INSTALLED ON A 2% PI10P£ATY To 9E s¢�vED. S. %WCAE r*0 CR MCAS HOUSE LATTAALS T.O. • � � � ' • � . : � PER STO COMPACTED TO !O •h TERM NATE AL.L. 4" HOU.- E CSR L AT'ER.�I S 3� IN31f7E TWT✓ L.Oi` WIT}} A . TW 0- 46TRSST V--O-W)TI.11= L.AT�fZAI.. BALL V�j ND T497-- � � � • T� �ShjMr4T l2�Yt TNT:. UTILIT*-f 3=AS5 AE5riT- L-IN�. 15. CHIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER LATERALS BY THE SEWER CONTRACTOR. 16. � ARE 10 BE JOINED TO THE CHIMNEY PIPE, tr+sTAlL "Y~ BRANCHES AS FOLLGws: HORIZONTAL LOCATION AND VERTICAL ELEVATIONS OF ALL UTILIT11 .' � •lobOWN~:. ' 1 � • • L . I IV - ANY DISCREPANCIES SMALL BE MADE IN WRITING TO THE OWNER ;y, • •' :,:•, ' .� ` +% s _ 4L FOR rIMO HOUSE LATERALS. ONE � . • 17. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL • • w'tt � N � � .'' TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, • '• SAVING EA04 SIDE OF STREET. USE A DOUBLE -Y •' 3RAN04. • • .i-� � • •' M -r � . � " IMAX. 122E !eltCTt0 '� ' ' •• nA R rAo HOUSE LATERALS sE�nNc FC r#44[ SA'ME stoE OF THE SIRE=T, ust •rs I 1 � 1• . ' �•- ,• ' ' • . • ,. L NATIVE BEDDING TO 90% TWO SNCLI SrACtED wtTH SAAMCW-S�,-•�, t KTW ♦ COMPACTED SAN BERNARDINO, CALIFORNIA 92408 ` M4CING THE PAOPr�TIES SERVED. Clw•YOwr� �� �. d � qtr;.• t' /'�.; t FOR THRCZ OR FOUR HOUSE LAMALS, USE TWO 001:81.- w- SPANCHES an•- ONC DOUBLE ANO ONE SINGLE -Y- BREA, CALIFORNIA 92621 � M �� �M/��J1Mteb1f3,. � s%r TELEPHONE (714)529-2889 OR (800)422-4133 , .•;•M•. :.k ;.. BRANCH sTACxED. t► EAC:)* OOU@Lr OR SINGLt •r SwA.Ip4 Alm EAC:)* t Z Ilkk tem May 1t god i• 11!11 tNollMrk pies. � . f � ONTARIO, CALIFORNIA 92621 : E104TI4 &ENO S"ALL Be SUPPORT= W A =W-Ac-lt SCAM As SHOWN. / j 3 The lowal1 •Ia111 Milk Ar IIS ka two K• =a TlmmI 11/4" TO 3/4" r (900)422-4133 - w skit. ROCK BEDDING 6FNERAL T'ELEPWONE COMPANX � 71101 ESS A, E raR cHtl"NEY er►sE. •- TSL MtAMCN dll aAooLE sHA�<. tx 1rIsrAL.L.•.D vElrrlu�ur 1 I _ l u//1► A1a11�k sEq MIaM placed POMONA , CALIFORNIA 911 766 �i� CK TOP cr THE hwt4 LINE SEWCA AS ��` SAN WERNARD I NO COUNTY FLOOD CONTROL DISTRICT NO. 14373 7° r wKA �At 0� I�111113k tM! ���de 825 EAST THIRD STREET # EXR 3/3VQ3 SRA �O� PCIR �°-TMMa SE SAN BERNARDINO, CALIFORNIA 9240 8 "' wart wambole. TYPICAL. GEOO�IG FOR G' VCP TYPICAL 8E001NG FOR e' VCP MusT BE POURED ANO SET WITH DOWELS AS sHowm r4CREON 2• I40URS 5CfORE THE CH•It.INEY CCNC�TE IS POURED. �, 3073 ADAMS STREET AN ,�olals Mal be mortared. 3/v tic 110' OR DEEPER LESS THAN 10' DEEP TELEPHONE (714)359-2585 OR (800)422-4133 6. v K 71�epa A�M 'A XT ii CITY OF FONTANA CALIFORNIA •. ALL CONCRETE SHOWN HEREON SK&LL •E . CLASS 47OC2.1041 , ptr • AS MI 1yPt N Bradt 43750. N . T. S. NT.S. ELEVATION SECTION C -C 3ECTI ON 5-M CHIMNEY BASE _ CHIMNEY PIPE AND'. BASE COUNTY OF LOS ANGELES COUNTY ENGINEER CEPARTMENT OF COUNTY ENG;NEE.R - FACILITIES STANDARD ---c� 0i OA';E : 3/80 S 27 lef�-r IJ SIS'SNT :E?'1 TY � LINTY ;STANDARD PRE- CAST MANHOLE PER CITY OF FONTANA STANDARDS DE TAIL 112 RENCW WW RK RR s,olrz ON A. 674fmo .4r mE, ,fNTZeSSl'T1ON OF JYMR4 AIIE�U4' AA/D MULBERRY ELEU.9/8.40 REV. I DATE "AS -BUILT" PLANS (ALL SHEETS) DESCRIPTION DATE A BUILT Mc CUTCHAN CO., INC. 2698 M ATARO STREET (8 18 568 - 247 PASADENA, CALIFORNIA 91107 Approved. t;ERALD E.TUTT R.C.E. 14375 EXP. 3/ 31/93 DA GENERAL NOTES: • 1 . TME CONSTRUCTION OF ALL PUBLIC IRMWENEVI S SMALL CONFORM TIf THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERNS IN CITY STANDARD SIPECIFICATIONS. 2. CONS7Tt[1CT I ON PERMITS SMALL BE OBTAINED FROM FORTANA P!!BL IC MORTIS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATX ON I NG REFERS TO TILE CENTERL I NES OF STREET EXCEPT WlIERB OTHERWISE NOTED. 4. ALL VNDMROROtI11D NORR SMALL W COMPLETED PRIOR TO PAV IIM OF MEETS. 6. I EXISTING UNdERdROtlND VTI L ITTF.8 ARE AS PER ATA I LABLE RECORlfJ . THE CONTRACTOR SMALL K RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN TME FIELD. S. TIM WALLS AND FACES OF ALL EXCAVATION GREATER TiM FIVE (S) FEET IN DEPTH SMALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ACSO*BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT . MAY BE EXPECTED. 7. THE CONTRACTORS) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IA NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1. 1.6. 8. REM, TO CITY OF FONTANA, UNDERGROUND UT I I. I TY LOCATION STANDARD DETAIL 129. 9. ADEQUATE STAKES SMALL. N SET BY THE ENGINEER TO ENABLE THIS: CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. CONTRACTOR SHALI. NOTIFY THE ENGINEER 48 -HOURS PRIOR TO TME ANTICIPATED START OF CONSTRUCTION. 10. AS BUILT DRAWINGS SMALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 111. THE CONI ACTOR SMALL BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH MARKS WHICH ARE DISTRIBUTED DURING CONSTRUCTION WHETHER THEY ARE SNOWN ON THE PLANS OR NOT. 12. ALL. MANNOLK AND CLEANOITT FRAMES AND COVERS SHALL HE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR ANT) SHALL BE RAISED TO CRAIW HY PAVING COWrRA("r(1R AFTER COMPLETION OF PAVING. 13. ALL 4" HOUSE; SE:WFR LATERALS. SHALL BE: INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. INSTALL SEVIER CLEANOUT BOX FOR ALL HOUSE LATERALS PER STO 14 TERM NATE AL.L. 4" HOU.- E CSR L AT'ER.�I S 3� IN31f7E TWT✓ L.Oi` WIT}} A SLUG. COULD A PLIIMACG UTILITIEE� I=ASr-M�NT I..IE CONT1C9000STb TW 0- 46TRSST V--O-W)TI.11= L.AT�fZAI.. BALL V�j ND T497-- ANO Tr=9,NiNAT� 3' Ih51 TSF[= LCT A5 M��'Ufe1=P �ShjMr4T l2�Yt TNT:. UTILIT*-f 3=AS5 AE5riT- L-IN�. 15. CHIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER LATERALS BY THE SEWER CONTRACTOR. 16. IT SHALL K THE CONTRACTOR'S RESPOIIS181LITY TO VERIFY TNR - HORIZONTAL LOCATION AND VERTICAL ELEVATIONS OF ALL UTILIT11 CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWER. ANY DISCREPANCIES SMALL BE MADE IN WRITING TO THE OWNER PRIOR TO CONSTRUCTION. 17. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 48 - PRIOR TO EXCAVATIOA NEAR THEIR FACILITIES, NOTIFY: CITY OF FONTANA 6353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 TELEPHONE (714)350-7610 90. CALIF. GAS COMPANY -DISTRIBUTION FACILITIES -6226 570 4TH STREET. P.O. BOX SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (714)884-9411 OR (800)422-4135 � CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT 2191 BIRCH STREET BREA, CALIFORNIA 92621 TELEPHONE (714)529-2889 OR (800)422-4133 SOUTHERN CALIFORNIA EDI SON COMPANY 1351 E. FRANCIS AVENUE, P.O. BOX 513 ONTARIO, CALIFORNIA 92621 TELEPHONE (714)947-2916-UNDERGROM POWER (714)875 -5100 -TRANSMISSION (213)637--1233-PIPEI,INES, OR (900)422-4133 6FNERAL T'ELEPWONE COMPANX � 71101 ESS A, 245 N. MOUNTAIN VIEW AVENUE ! POMONA , CALIFORNIA 911 766 �i� �y ��, TELEPHONE (213)357-2257 OR (800)422 4133 , SAN WERNARD I NO COUNTY FLOOD CONTROL DISTRICT NO. 14373 7° r 825 EAST THIRD STREET # EXR 3/3VQ3 SAN BERNARDINO, CALIFORNIA 9240 8 TELEPHONE 1 �r� CI Y11. �1' PACIFIC _ _TELEPHONE TELEGRAPH j•E C0_14PANYOF ��, 3073 ADAMS STREET RIVERSID9, CALIFORNIA 92504 TELEPHONE (714)359-2585 OR (800)422-4133 CITY OF FONTANA CALIFORNIA , PUBLIC WORKS DEPARTMENT °i°"" °y SOUTHRIDGE VILLAGE �"= M.S. 40' `�• /e29 -!D TRACT NO. 14241 Oe•iomd by: 000: TE M.S. SEWER IMPROVEMENT PLANS EMekN by: f�ZL 1!✓. Cs.P �6/!b 1 19 ASN t . 6 40 M.S. 1