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HomeMy WebLinkAbout3948-1CENERA L ff WER NO YES; 1 ALL WORK SHALL BE IN ACCORDANCE M774 774ESE PLANS, THE CITY OF FONTANA smomb PLANS, THE coymAcr PRowsioNs AND THE SrANyAR6 spEclncA 77oNs FOR PUBLIC WORKS CONS7RUC770N (GREEN BOOK-). ALL REFERENCE SPECIF7CA 77ONS AND SrANDARDS SHALL BE 7HE LA TEsr EDI 77om UNLESS 0774ERMSE N071ED. 2 WHEN A 7ECHNICAL CONFLICT IS FOUND TO EXIST IN mE CON mA c r pocumEN Ts 7HA T CAN Nor BE Rim- wo a Y REFERENCE To PRECEDENCE PRO wsioNs IN 77 -IE A'GREEN BOOK", 7HE CON7RACTOR SHALL IMMEDIA7ELY REPORTSAID CONFLICT TO 7HE CITY ENGINEER FOR RESOLU 770N. 3 ALL MATERIALS AND ME771ODS ARE SUBJECT TO THE APPROVAL OF 774E CITY ENGINEER. 4 C0NS7RUC770N PERMITS SHALL BE OBT41NEO FROM 7HE CITY OF FONT4NA COMMUNITY OEVE- LOPMENT OEPAR7MENT, ENGINEERING OlV4SION PRIOR TO 7HE START OF ANY WORK. INSPEC17ON COORDINA77ON SHALL BE REQUES7ED AT LE,4ST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY W771IN 7HE CITY LIMITS. CALL (909) 350-7610. 5 7HE CON7RACTOR SHALL CONFORM TO ALL 7RAFF7C C0N7ROL POLICIES, ME7HOOS AND PROCEDURES DESCRIBED IN 7HE STATE OF CALIFORNIA MANUAL OF 7RAFF7C CONTROLS, LATEST NON-ME7RIC ED177ON UNLESS 0774ERMSE DIRECTED BY 7HE CITY 7RAFF7C ENGINEER. 6 IT SHALL BE 7HE RESPONSIBILITY OF THE CON7RACTOR rO MAINT41N BARRICADES, OELINEA TORS OR 0 771ER 7RAFFIC CON 7ROL DEVICES AT ALL 77MES, 7 7HE CON7RACTOR SHALL OBT41N A PERMIT TO PERFORM EXCAVA77ON OR TRENCH WORK FOR TRENCHES 5 FEE T OR GREA TER IN DEP TH FROM 7HE CA LIFORNIA S TA TE D1 VISION OF INOUS7RIAL SAFETY. 8 THE WALLS AND FACES OF ALL EXCA VA nONS GREA TER THAN F7 VE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUAN T TO THE REQUIREMEN IS OF 7HE DI VIS(ON OF INDUS 7RIA L SAFE TY OF THE S TA TE OF CALIFORNIA. TRENCHES LESS 7HAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN 7HE POTEN77AL EXISTS FOR GROUND MOVEMENT. 9 NO MATERIAL OR Eoulpww SHALL BE STORED IN THE PUBLIC RIGHT­OF-WAY W7HOUT 08 rAINING A sEPARA TE PERml r FOR 7HA r PURPOSE. 10 7HE LOCA77ONS OF U77LI77ES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMA770N. HOWEVER, IT SHALL BE 771E RESPONSIBILITY OF 77 -IE CON7RACTOR rO DETERMINE, IN 77 -IE F7EL0, THE 7RUE LOCA77ON AND ELEVAT70N OF ANY EXIS77NG U77077ES, AND TO EXERCISE PROPER PRECAU77ON TO AVOID DAMAGE 7HERErO. ME CONnl?ACrOR SHALL CONTACT qNqERcRouNb SERWCE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCA VA nON. 11 THE CON7RACTOR SHALL COGROINAff C0NS7RUC770N YdTH ALL UnLITY COMPANIES INCLUDING, BUT NOT LIMITED rO, GAS, TELEPHONE, ELECTRIC, CABLE TELEWSION, LANDSCAPING, LANDSCAPE IRRIGA nON, DOMES 77C WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CON7ROL AND CAL7RANS. ALL U77LITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS N077CE PRIOR TO WORK AROUND 77-IEIR FACIL177ES. 12 THE CON 7RA C TOR SHA L L NO T OPERA TE AN Y FIRE H YORAN T OR WA TER MAIN VA L VIES M THOU T APPROPRIA TE A GENC Y A U 774ORIZA 770N. CON 77?A C rOR SHA LL COORDINA TE N 774 774E APPROPRIA 71E WA TER COMPA N Y FOR VAL VE OPERA 77ON AND WA TER REQUIREMEN TS. li sTA77oNING REFERS To mE cENTERLINE OF sEwR ExcEpr WHERE 0771ERMSE NOTED. 14 ADEQUATE CONS7RUC770N CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACtOR TO CONS7RUCT THE WORK TO THE PLAN GRADES THE' CON77?ACTOR SHALL BE RESPONSIBLE FOR 7HE PRESERVA77ON OF BENCHMARKS AND CONSTRUC77ON CON7ROL SrAKING DURING CONS7RUC770N. 15 774E CON7RACTOR SHALL Nor DISTURB EXIS77NG SURVEY MONUMENTS, MONUMENT nis OR BENCH MARKS w mou rPRIOR NO nFICA 77ON TO THE CITY ENGINEER. 16 REMOVAL AND REPLACEMENT OF EXIS77NG SURVEY CON7ROL, INCLUDING SURVEY MONUMENTS, MONUMENT 77ES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED Cl WL ENGINEER OR LICENSED LAND SUR VEYOR. SUR VEY MONUMEN IS 77 -IA T MLL BE DES7ROYED AS A RESULT OF MIS CONS7RUC77ON SHALL BE REPLACED. 774E CON7RACTOR SHALL NOnFY 77 -IE ENGINEER ONE WEEK PRIOR To coNsTRuci7om so 7HAr 77Es To MONUMENTS CAN BE Es TA BvsHib FOR LA TER REPLA cEmEN r OF mE moNumEN T 17 7HE CONTRACrOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL nMES. A MINIMUM 12 FOOT LANE SHALL BE MAINT41NED A r ALL 77MES IN 77 -IE CONS7RUCnON AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 18 7HE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFEC77VE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL 77MES. 19 THE CON 77?A C TOR SHA L L NO T CA USE AN Y EXCA VA 7ED MA TERIA L, MUD, SIL T OR DEBRIS rO BE DEPOSI TED ON TO PUBLIC OR PRI VA 7E PROPER rY A DJA cEN r ro 77 -IE RIGH T- OF- wA Y OURING C0NS7RUC`nON Wn-IOUT PRIOR WITTEN APPROVAL. 20 NO TRENCH BACKF7LL SHALL TAKE PLACE M77-IOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21 A GE07ECHNICAL ENGINEER 9qALL CER77FY ALL BACKF7LL COMPACnON, FAILURE rO 08 TAIN 77 -IE REQUIRED DENSI TY SHA LL REQUIRE RE- WORKING OF 77 -IA r POR 77ON OF 7HE WORK UNnL 77 -IE SPECIF7ED DENSITY IS OBTAINED. 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING smur IMPROVEMENTS UPON INspEcnom OF rHE sITE, mE cl Ty qqmm mA Y RioulkE 7EMPORARY NON-EROOEABLE SWALES EN7ERING OR LE,4VING IMPROVEMENrS. 23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRAD& COLOR AND FINI.SH rO MATCH EXISnNG CONCRETE. 24 IF SEWER C0NS7RUC770N IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINA L CLEANOU T A T THE PHA SE BOUNOAR Y, NO T MORE 77 -IAN 150 FEE T FROM THE DOWN S7REAM MANHOLE, SEE CITY OF FON44NA STANDARD DET41L FOR TERMINAL CLEANOUr 25 SANIrARY SEWER LINES SHALL BE CONS7RUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE V4 7RIFIED CLA Y PIPE (V C. P.) EX 7RA S 7RENG 774 CLA SS AND SHA L L CONFORM TO THE PRO VISIONS OF 77 -IE A S 7Y DESIGNA 77ON C700 FOR V C, P.. 26 NO OPEN 7RENCH SHALL BE ALLOWED AT 7HE END OF 771E DAY M77YOUT PRIOR APPROVAL OF 7HE CITY ENGINEER. 27 SHORT VCP S7`UBS MTH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR OEfLECRONS IN ALIGNMENT 28 PRIOR TO CONS7RUC770N, 7HE CONTRACTOR SHALL EXPOSE EXISnNG FACILIRES, AND VERIFY ELEVA RON AND LOCA nON OF CONNECnONS. CITY APPROVAL OF CONNECnONS TO EXIS 77NG FA CILI 77ES D OES NO T IMPL Y CORREC 7NESS OF EL E VA 77ONS OR L OCA nONS SHOWN ON 7HE PLANS 29 ALL 4'0 HOUSE LATERALS SHALL BE INSTALLED A T A 2M MINIMUM GRADE UNLESS 0 7HERMSE APPROVED BY THE CITY ENGINEER. 30 TERMINA TE A L L 4 " HOUSE SE WER LA TERA L S 3 FEE T INSIDE 77 -IE L o r M TH A PL UG 12'w anow mE GROUND SURFACE. 4HEN PUBLIC u77LITY EASEMENTS ExIsr NExr To 774E S 7REE T RIGH T- OF- WA Y, 7HE LA TERA L SHA L L TERMINA TE 3 FEE r INSIDE 7HE L 0 T A S MEASURED FROM THE U77LITY EASEMENT 31 7HE SEWER CON7RACTOR SHALL STAMP AN ASv IN 7HE FACE OF 77 -IE CURB AT 7HE LOCA77ON OF THE SEWER LATERAL. 32 IF EXIS77NG U77U77ES OR ANY OTHER FACIL177ES CONFLICT M774 77 -IE PROPOSED IMPROVEMENTS, 7HE CON7RACrOR SHALL N077FY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIA TEL Y 33 NO CONCRETE SHALL BE PLACED UN77L 774E FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34 ALL UNDERGROUND U77LI77ES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAWNG OF STREETS. 35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT 36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED rO F7N/SHE0 GRADE BY 7HE PAWNG CON7RACTOR UPON COMPLEnON OF PAWNG 37 UPON COMPLE77ON OF CONSMUC`770N, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFF7C CONTROL DEWCES rO THE SA77SFAC17ON OF 7HE CITY TRAFF7C ENGINEER. J8 As-BulLr DRAwNGs SHALL BE PROVIDED BY THE C0N7RACr0R rO 771E ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD ORAWNGS TO 77 -IE CITY ENGINEER. t SA GRANDE A VENUE t4j j [Al APN 0239-131-43 L_L .CITY OF FONTANA UTILITY NOTIFICATION LIST 8. C. CITY OF FONrAAA SBC ME7ROPOLITAN WATER D1S77?lCT ATTV: BRMN WREN A T7N.- JAMES ZIELINSKI WATER SYSTEM OPERA77ON GROUP 8353 SIERRA AVENUE 1265 N. VAN BUREN s77?EEr Ar7N.- JOE MIRONE FONrAAA, CA 92335 (909) 350-6632 SUI TE 180 (909) 776-2664 EDGE PA VEMEN T ANAHEIM, CA 92807 TO PROTECT THE UTILITY LINES SHOWN ON THESE DR4WINGS. THE CON7R4CTOR FURTHER SO. CALIFORNM GAS COMPANY (714) 666-5415 ASSUMES ALL LLABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR ATTN: JACK JARVIS ALL OF THE LISTED EQUIPMENT EXCEPT THE CAT SCRAPER MAY OPERATE OVER THE S4N GABRIEL VALLEY 16231 VALLEY BLVD. ADELPHL4 (CABLE rV) MUNICIPAL WATER DISTRICT FONrANA, CA. 92335 (909) 428-8411 ATIN. JACK HAYES ATTN: DAVE JOHNSON EMERGENCIES. (800) 427-2200 1205 DUPONT AVENUE 549 EASr SIERR4 MADRE AVENUE J650+47 ONTARIO, CA. 91761 AZUSA, CA. 91702-1299 SO. CALIFORNM EDISON COMPANY (909) 390-4738 P. 0. BOX 1299 7951 REDWOOD AVE. MAY OPER4TE OVER THE RIALTO PIPELINE BETWEEN THE STATIONS SHOWN ON THE (909) 969-7911 FONTANA, CA. 92335 VERIZON PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE ,PO9 820-5598 - UNDERGROUND (PO 875-5 100 - TfiANSMISSIONS AT7N.- STEVE HOCK WEST VALLEY WATER DISTRICT 637-1233 - PIPELINES 1400 E. PHILLIPS BLVD. AT7N.- LON TS4/ P1 90 357-6233 - DISTRIBUTION POMONA, CA. 91766 855 W, BASELINE ROAD J662+41 (909) 469-6327 RL4LTO, CA 92377 CRAWFORD CANYON MUTUAL WATER CO. J66J+00 3611+00 AT7N.- BASIL J. FABRIZ10 (909) 463-9580 FONTANA WATER COMPANY LISTED EQUIPMENT WITH MINIMUM ATIN.- MICHAEL J. McGR,4W WEST S4N BERNARDINO WA TER 8440 NUEVO AVENUE UNDERGROUND SERVICE ALERT FONTANA, CA 92335 (800) 422-4133 TEL: (909) 822-2201 FAX: (909) 823-5046 SPAIN A VENUE INDEX MA P SCALE: /'�= 100 M.WD. CONSTRUCTION NOTES: 1. NOTIFY MR. JOE MIRONE OF M.WD.S WATER SYSTEM OPERATIONS GROUP, TELEPHONE (951)776-2664, AT LE4ST TWO (2) WORKING 0AY5 (MONDAY THROUGH THURSOAY) PRIOR TO ANY WORK IN THE VICINITY OF MWOS FACILITIES AND RIGHT-OF-WAY 2. EXISTING PIPELINE IS ADEQUATE FOR AASHTO H-20 LOADING, WITH A MINIMUM 4 FEET OF COVER, DURING CONSTRUCTION, WITH A MINIMUM 5 FEET OF COVER, EQUIPMENT IMPOSING LOADS NO GREATER THAN THOSE IMPOSED BY A LOADED CATERPILLAR 657E OR A 6668 SCRAPER MAY OPERATE OVER THE PIPELINE, PROVIDED THE GROUND IS MAINTAINED IN A SMOOTH CONDITION ON BOTH SIDES OF THE PIPELINE. J. A LIST AND SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT PROPOSED TO BE USED OVER THE PIPELINE MUST BE SUBMIUED FOR M. W, D. "S REVIEW AND APPROVAL A T LEAST JO CA YS PRIOR TO CONSTRUCTION. 4. ALL M.WD.S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR TO ANY CONSTRUCTION WORK, WHEN A MANHOLE OR OTHER M.WD. FACILITY MUST BE MODIFIED TO ACCOMMODATE THE CONSTRUCTION, 7HE FACILITY SHALL BE MODIFIED BY M.WD. FORCES. PRIVATE ENGINEER'S NOTICE TO CONTRAC A SPHAL 77C CONCRETE 8. C. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN -:4,14 - -RE LGADING STRICTIONS APPLY. 'T' -q' RES, BEG. VER77CAL CURVE RIC#' BACK SIDEWALK ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST CA TCH BASIN C. L. OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON E. C. THE VIBRATORY ROLLER AND COMPACTOR MUST NOT BE OPERATED IN VIBRATORY THESE PLANS THE CONTAACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ME4SURES EDGE PA VEMEN T MODE WITHIN JO FEET OF THE CENTERLINE OF THE PIPELINE. WHEN THE COVER IS TO PROTECT THE UTILITY LINES SHOWN ON THESE DR4WINGS. THE CON7R4CTOR FURTHER E. V C. A MINIMUM OF 4 FEET AND NO GREATER THAN THAT SHOWN IN THE FOLLOWING TABLE, ASSUMES ALL LLABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR FLOW LINE ALL OF THE LISTED EQUIPMENT EXCEPT THE CAT SCRAPER MAY OPERATE OVER THE STRUCTURES SHOWN OR NOT SHOWN ON THESE DR4WINGS G.B. RIALTO PIPELINE BETWEEN THE STATIONS SHOWN ON THE TABLE BELOW. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY HIGH POIN T EXCEPT WHERE RESTRICTIONS APPLY ON THE TABLE BELOW, WHEN THE COVER IS A FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS 0. C. MINIMUM OF 5 FEET AND NO GREATER THAN SHOWN ON THE FOLLOWING TABLE, AND PROJECT; INCLUDING S4FETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY J650+47 WHEN THE GROUND IS MAINTAINED IN A SMOOTH COND177ON WITH A UNIFORM SLOPE CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE ALL FOR THREE VEHICLE LENGTHS ON EACH SIDE OF THE PIPELINE, LOADED CAT SCR4PERS CONTAACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER COVER RESTRIC77ONS MAY OPER4TE OVER THE RIALTO PIPELINE BETWEEN THE STATIONS SHOWN ON THE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 12 TA BL E BEL 0 W. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3ULL Nt_&LI&t_NGt_ Uf- 1Ht UWNt-M UM Ift LN&lfttlt CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK ME4NS ACCEPTANCE OF CONDITIONS. CONTAACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. CONTAACTOR SHALL ADtJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTIL17Y BOXES AND LIDS, ETC. I-INAL GMUL GLM111-IGAHUN 51YALL UL IJHUVIULU IU IHL BUILDING ANU M/-L/r INSPECTOR PRIOR TO FINAL INSPECTION. LEGEND A. C. A SPHAL 77C CONCRETE 8. C. BEGIN CUR VE B. V. C. BEG. VER77CAL CURVE a. W. BACK SIDEWALK C.B. CA TCH BASIN C. L. CEN TERLINE E. C. END CURVE E.P. EDGE PA VEMEN T E. G. EDGE GRADE E. V C. END VER77CAL CURVE FL. FLOW LINE F S. FINISH SURFA CE G.B. GRADE BREAK H.P. HIGH POIN T IN V. IN VER T 0. C. ON CURVE P. C. C. PORTLAND cEmENr CONCRETE (R) RIDGE LINE P/w RiGH r OF wA Y IAN. 7ANGEN T r C. TOP OF CURB W NO TH V VER77CAL DEPTH (59D. 69) INDICA TES EXIS77NG ELEVA 77ON 590.69 INDICA TES PROPOSED ELEVA 77ON COVER RESTRICTIONS INDICA TES SLOPE 2: 1 J649+99 A C PA VEMEN T ALL REMO VA L r, xwl I GRIND J649+99 EDGE OF PA vEmEN r TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RE V. I REVISION OESCRIPflON RIALTO PIPELINE STATIONS MAX COVER 1 EA. ALLOWABLE LOAD FROM TO FEET 49 L. F. J648+00 J648+55 12 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS J648+55 J649+99 14 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS J649+99 J650+47 12 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS J650+47 J652+6J 14 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRIC77ONS J652+6j J660+79 12 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS J660+79 J662+41 12 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS J662+41 J66J+00 10 ALL LISTED EQUIPMENT EXCEPT CAT 6JlE SCRAPER WITH MINIMUM COVER RESTRICTIONS J66J+00 3611+00 23 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS EQUIPMENT THAT IMPOSE LOADS GREATER THAN THOSE OF AN MSHTO H-20 VEHICLE MUST NOT BE OPERATED WITHIN 20 FEET OF THE EXISTING MANHOLES STRUCTURES AND BETWEEN STATIONS J662+15 AND J662+50. APN 0239-131-33 TABLE: 200-1.2 rAl SIEVE SIZE � PER CEN TA GE PA SSING SIE VE5 1 112 90-100 20-60 NO. 4 0-15 NO. 8 0-5 - ASTA4 C 131 B TES T GRA DING NOTES. - 1. TRENCH WDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE 2 TRENCH DEPTHS OF GREA IER 774AN 5' SHA L L HAVE A DEQUA TE SHORING. J. CLASS // AGG. BASE ALL TRENCHES LESS THAN 100' IN LENG774. 4. COMPAC77ON SHALL BE 9OZ IN ALL ZONES UNLESS OTHERMSE SPECIFIED TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS. 5 THE SEWER PLUMBER TO VERIFY THE UL 77MA TE BA CKFL 0 W PRE VEN 77ON VA L VE L OCA 77ON M 774 JOB SUPERIN TENDEN T VICINITY MAP At. 1. S. 6 " MIN. VARIES 6 " M/N. 10" MAX. I I 1 10" MAX. 3" MAX. SIZE NA 77 VE SOIL COMPACTED 957o. 6 " MAX. SIZE NATIVE SOIL COMPACTED 907o. V. C. P. 10' OR DEEPER USE 112 - CRUSHED STONE BEDDING PER S TD. SPECS. FOR PUBLIC WORKS CONSTRUC77ON TABLE 200 1.2 [A] 1 " MA X. SIZE SEL EC TED NA 77 VE BEDDING COMPA C TED TO 90AVI. LAJ TYPICAL BEDDING DETAIL NO T TO SCA L E CONSTRUCTION NOTES (D INSTALL 18" EXTRA STRENGTH V.C.P. SEWER CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA SID. DWG. NO. 112 ( /D=48" CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA SID. DWG. NO. 112 ( /0=60" INSTALL 18" V.C.P. PLUG INSTALL JO" STEEL CASING (112" ARM WALL INK.) PER DETAIL ON SHE 2. WANTITIES: 4 79 L. F. 1 EA. 1 EA. 2 EA. 49 L. F. 4) 4-) to I0 2:82:2 c4NC404 I I I I Q1 V-- C4 13 -ra 0 E VEL OPER: IX NORTH FONTANA INVESrA4ENr COMPANY, LLC 1156 N. MOUNTAIN AVENUE BENCH MARK-- 8-17 BASIS OF BEARINGS.- A5S CAP IN 7HE CON? UPLAND, CA. 91785-0670 6R OEM 6A5E OF AIE MVTERLINE OF C17RUS AVDVUE 7HE -SOU77i LEG OF AN CC rOWR AS WOWN ON RECORD OF SURVEY P. 0. BOX 670 j4j, Nom OF Hlwma a2 mi wsr "19 TAKM AS N 0170'30- W. WAS PHONE: (909) 985-0971 Or sAN smm Ra, 2.6s mi wsr USEa AS 7HE BASIS OF BEARINGS OF SIEM4 A WE FOR 7711S MAP. -7-5 ELEVA 770N.- 1428-609 04: DA TE ENGR. Cl TY DA TE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS Prepared Under 7he Supervision Of CITY OF FONTANA., CALIFORNIA PREPARED IN THE OFFICE OF NOT COMMENCE MTHIN TWO YEARS OF THE DATE OF MADOLE AND ASSOCIATES, INC. SEWER IMPROVEMENT r"OELANS APPROVAL SHOWN HEREON AND CARRIED FORTH IN A ORA WN 8 Y6� SCALE: No. 34037 760-A S. ROCHISTER AVENUE X ONTARIO, lyA 91;Tril CASA GRANDE A VENUE AS SHOWN Exp. 08-30-08 * I DESIGNED 0?',' DA TE: DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE PHONE (909 917- 151 (0 ----------- .......... __'Tl SHEE T JUNE 2005 N REVISIONS TO THE PLANS TO BRING THEM INTO cl V )w -4 to &L Date 4104,-1,06 CHECKED ORA WNG NO. 4i RC a 3660 exp. 0-00-00 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFkCT. .1 Tclrr" 3948 9 WENDELL L. lW418URU Ga J, mAr g Cl W EN6*&rfff VA TE 2 _0� JA126-20M\sewM8ew0l -dwa. 41U2006 6-21:14 Pm. D.