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HomeMy WebLinkAbout5573-19 >"---. / rt GENERAL NOTES �.����Nf\// ,�� NEW 33" V.C.P., MATCH INVERT ' . ELEVATION OF EXIST. 24" PIPE 1. THE CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ENGINEER OF JACKED `� —BACKFILL Dj PIT BRACING, CASING, AND JACKING HEAD PROPOSED TO BE USED PRIOR 6" SEE SPECS 6" EXIST. 24" V.C.P: 7EXISTING CONCRETE TO STARTING EXCAVATION. ALL JACKING OPERATIONS SHALL BE PREFORMED 2" CONSTRUCTION GRADE HEART REDWOOD BER IPI MIN: DIVERSION STRUCTURE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WQRKS VOID B• WEEN CASING SKID SKIDS SHALL EXTEND FROM 6" SHOR OF BELL INV. EL. 964.00 CONSTRUCTION". THE CONTRACTOR SHALL NOTIFY CALTRANS AND/OR THE PIPE AN I ''GROUND VOID ARE A BETWEEN END 6" SHORT OF SPIGOT END OF C i ' •IER PIPE. o' e . :: " • TO BE PR SURE CARRIER ND CASING -- CITY OF ONTARIO SEVEN PRIOR TOCOMMENCING JACKING OR ... N (7) DAYS RIO CO ENCIN ACK BELLS ALL BE SUPPORTED ABOVE ING. SKIDS 4 CONTINUOUS 0.- a • -I' -'• " ': a TUNNELING OPERATIONS.GROUTD SI . D. _ - _ _ PIPE S ALL BE BACK N >- I RELOCATE SHALL BE •ANDED TO CARRIER PIP SING A MINIMUM (TYP. OF 4) - '"t",11 _���-��' �'i "� %,, FILL WITH SAND. OF 4-1/2" ' DE STAINLESS ST BANDS PER PIPE ; ' ®_ • a' J ~ ` C I EXIST. STOP, 2 THE CONTRACTOR SHALL COMPLY FULLY WITH THE REQUIRMENTS OF °� T�\J, o SECTION 1717 OF THE CONSTRUCTION SAFETY ORDERS STATE OF CALIF. .: y'. JOINT. ALL B D CLIPS SHA :E STAINLESS STEEL. : ♦ i ir GATE TO NEW ,�`_• ••...•-=::; .. .:• •. : •"• . •, P y LOCATION S . : •••: - NOTE: BOTH E IS OF C G SHALL BE SEALED :•',' r • ( DEPARTMENT OF INDUSTRIAL RELATIONS, REGARDING THE DESIGN OF n, .mow WITH 8" ICK , , 'K AND/OR BULKHEADS. %i 1 SHORING, AND THE INSPECTION OF SAME. WHERE THE SAID SECTION 1717 ` / �\ '1 �\ *''. �/ ���� REQUIRES THE SERVICE 'OF A RGISTERED CIVIL S iii , - • 3000 P.S.I. r ENGINEER IN THE STATE ,II . folik\...-:-.. ...:11) NOTE: CARRIER PIPE & S DIMENSIONS SHALL BE 2 STIRRUPS / OF CALIF. TO APPROVE DESIGN CALCULATIONS AND WORKING DRAWINGS m, = , , , -_ - ' . . .. CONCRETE CASING PIPE ;:. , �,� ®� SED AS SHOWN 0 ABLE LOW. AT 12" O.C. I o REMOVE EXIST. CONC. TO FIT �!' OF.THE SHORING SYSTEMS, OR TO INSPECT SUCH SYSTEM, THE CONTRACTOR \ \ 4j// . 33 PIPE. DRY PACK VOID AREA _ SHALL EMPLOY A REGISTERED CIVIL ENGINEER FOR THESE PURPOSESA' 'IE'. 4 , S CONTA _S. BANDPIPEDIA. PI• THICKNESS i� " ROVORTIONOELF8FORM INSTALL NEW STOP GATE,U • • a,4� • � s .', y . .'. 1 ( IMBEDDED FRAME - Q • _ 4),-,"";* �\yir..\�/ /i/w/. /\\ SEE DETAIL o ,- I- VARY ANGLE TO u- u • z Q N �� {" POUR AGAINST ADJUST SLOPE OF 27" . 51" 5/8" 3" MIN. (TYP.) PIPE 60 MAX. HEART REDWOOD ' _ uj LD o UNDISTURBED EARTH EXIST. 24 PIPE z ` LUMBER SKIDS CONNECTION TO DIVERSION Lu E Q w CONCRETE ENCASEMENT DETAIL o w XIST. GRADE AT STRUCTURE DETAIL z cc E /SEWER LINE .. NOT TO SCALE _ NOT TO SCALE ....... c W 72' A LA z w • BEND ALUMINUM PIECE I..--I ✓ �. OF METAL W/ 1/2" �11-1/2" POUR • GAINST 5'-0" ( - r EXIST. 18" V.C.P. X '` CONSTRUCTION NOTE ALUMINUM ANCHOR BOLTS UNDIST ' :ED EARTH 6., 12'' 6" PlU G w PROVIDE TEMP. BYPASS A C K E D CASING D E T L AT 24" O.C. WELDED TO 1.-1" m BETWEEN EXIST. MANHOLES THE OTHER SIDE ASSHOWN 6 AT 12" AP (T P . I E STING MANHOLE , ;% (W/ PUMP 8 DISCHARGE PIPING) NOT TO SCALE ' DURING INSTALLS-T OF '' ® �� I NEW 54" PIPE 8 3 IPE. IMBEDDED FRAME DETAIL r 6 BARS CONT. TYP. ,- • ; " ' • . LIo , Z I REM E NOT TO SCALE _ �, --1 a, 3 •:, o o � `IST. CONTRACT/a\ OF 10-SPACED EVENLY A a - .4• ., ., a 6 ' b EXIST. V.C.P SHOWN 21-7" LAP . 3 PI' `� Y a- g EXIST. 42" V.C.P. P.V.C. LINING ALL SPICES: THE CONT. , _ d•• o- i . � REINFORCEMENT SHALL 3,. ,. ; : 3„MIN �. _ ,� r I 42 6 6 6 6 CL rp.'_' .� •: a '. n._• :rA:CL = CONSTRUCT CONCRETE EXTEND A MIN. OF 12 �: INTO THE CAST. IN \ , H OR BRICK BULKHEAD EFt 0 6 AT 12°' , IN MANHOLE MEZ .i 300 PLACE BASE SECTIONS 1 CORE DRILL HOLE AT MANHOLE U�- • OF THE SIPHON INLET TYPE II[ REINFORCE II/ONCRET A SHAFT TO FIT NEW PIPE SIZE; Ij_0- 0\E�. i ENCASEMENT 3000 '.S.I. CONC. DRY PACK VOID AREA EXIST. 15 V.P.C. ' SEE ENTRANCE • � ".; 6�I o - •” AND OUTLET STRUCTURES. e Fp _SHAFT DETAIL �." A v ►2 - �� SECTION ON DWG. C-!7 `ITS 24" V.C.P. sg'. -1,°3- ° , OT TO SCALE FO R r•• 2 CHANNEL _,� ..�=' ,.._. u:� q S' OD � o �NEW 33" PIPE "' - GOMo 0 oww r. NIT USED ''''.°‘ 1:..:\''..,1)3 �' oo� � z t/1 w et m < 1 :, wv `Jw —� W �' — a a l '1\1::\-- 9 w o = Z � u- 30�� —`-� Q -SPIGOT • BELL - �' , . ,� S .5J zo 1.3 Fc . : _. --- USED -TH CON1IACT'coz 46' • • •• _ OR AS i ... :-. ''• . . _._ 1" WELDSTRIP 120 PRECAST REIN- � Fes' ' •• -. 60'± OF 30" V.C.P. 1/2" MIN. OVERLAP j IJTR Apc FORCED CONCRETE ' R�GTANGULARREQUIRED °•; . ''. © MANHOLE-SEE N• / \ CLASS C BEDDING T-LOCKt. / -• . CL \ v- „ ITHIS DWG. MANHOLE CONNECTION DETAIL PROFILE 3 - - _ _* BEECH & JURUPA P.V.C. LINEDPLAIN SHEET ALUMINUM OR 3000 NOT TO SCALE z - - • . .. .. . , . - .� :. . .EWER \\ o • STAINLESS STEEL # moo •F v . �: 1 DONUT STOP-GATE ;• • CONCRETE BASE m ST GAT 11 • / _ in = • !: : ° ;' : '''• , I.'I PIPE //- //- T CAST IN PLACE ' ? • - A ===- •VC WELD ) ) _ . ,, 24” V.C.P. . W , o • • INSIDE OF .PIPE _ _� NOT USE '► : . _ - - If/ IIS' . , 0 tl� u, „ ��" ' I 30" PIPE OUTSIDE .CORNER •• % ' - • • , ' ' NSTALL NEW•• 120 ' 96''- 0' 84" 11" (120 DIA.) STRIP _ cTRq ' , EXISTING MSECTION SEWERMNNo75RISCO A 6 - 2 NOT TO SCALE L SLOPE SHELF :is ,: 1/2" MIN TEFL 2 • / .- EXISTING METERING 1"in12" NliSTATION 1 , ° .E BANDI CONCRET' ILL ABOVE �,,bd- _. = PIPE TO M ' H SH L� Z::. DI - :. . 36" V.C.P. C ELF ��I�_,. jalMII": • W P -IN SHEET ELEVATION ( ' P.) 15"S ��!O �� 30"S o �-- :"•• ♦ STA. 73+20.00 24 V.C.P. sTA. 75+70.00 fbIUL13CRRY �� / AVE. �, u : 3000 PSI EL. 894.8 7 —16 FUEL 1J E I) r DONUT EL. 891.28 • - .. ' 16"FUEL AS - bUl L1 /Q , • • • • . - • . . . . , ,,, .• . .. , :•° •• CONCRETE O'��. ., , '� 10"G 1. �.►\ 1�.� 0 G Ili AIlit BASE �� jettI om-. titoNSIE E 10k,lia . 1 W ,•--�-- .. n� m / , v I STA. 73+10.00 —A� �' — � ► r' i�►�/�. ��'�iPi /C\ •, I' •mivi - a - 0 EL. 891.26 w • 'w • �� STA. 75+80.00 •� �� .W... �r / , �� 07 �� —I 1. 089 / .TAN .terIk\Niti •• - P 4.89�` if • ► 0" D firtipr. DIA . DA . • . . . . d- "• -.. fir, _ • • • . • '1,���__ 54" R C.P. r (I 1\ I I N,4 .( e THIS DETAIL SHOWS E TERMINA IN OF THE n 54 R.C.P. • •• • • P.V.C. LINING ATT INSIDE FACE 0' . ALL STRUCTURES. �� MILX ' _ I j �. 1, ) 142" (120" DIA.) • ► ( ROFESS/ 114"(96" DIA.) �FOQ 1.00" (84" DIA.) PLAN / / Wilson Wrlson F. So c) ALUMINUM OR ST • LESS STEEL 5 AT 12" A TYPE 3B B STOP-GATE AND I DDED FRAME- No. C 21, 651 m P.V,C,-LINEA - W REINFORCED 2 ARMCO, LEOPOLD OR PPROVED r , R sft 0 E = CONCRETE PI E CONCRETE ARMCO LE P.) EGIONAL CONNECTION F-I2 DETA . * c�� 120 , $LI. & 96" MANHOLE D TAIL ENCASEMENT \ _ s, E�.g3d . -- -92i. _ SCALE: VERT. 1 -4 NOT TO SCALE �� NOT TO SCALE _ HORIZ. 1"-40' OF CA`-\F� SIPHON DETAIL NOT TO SCALE • PROJECT ENGINEER APPROVED BY: _ DESIGNED BY: M P.P. f' PREPARED BY: SCALE: - SHEET (7 ��- –/S.—be? • AS SHOWN CHINO BASIN MUNICIPAL WATER DISTRICT .-' "AS-BUILT 1 DRAWING.ELIMINATED DETAILS NOT APPLICABLETo CHAEL ODEGRACZ N 3445 DATE WILSON F. SO & ASSOCIATES, INC. C.B.M.W.D. — PROJE AGER DATE OF L8 THIS COWTRAGT, Ramoveo STOP GATE -ROM DIVERSION STRUCTURE, T_W 5-23-90 DRAWN BY: C•E.iLI.O./$. T GHAN4ED.M-H- COMM.DETAIL)i CHAN FD DQAWI . AMIMREP. SUBMIT D BY 16018 TUSCOLA RD., §UITE 1, P.O. BOX 368 TTWORK ORDER NO. FONTANA INTERCEPTOR RELIEF SEWERDRAWING NO. REVISED SIPHON MH STATIONS M.F.P. 11-10-89 APPLE VALLEY, 92307 PHASE L_ CHECKED BY: W.F. SO -iS _�q (sls) 24z=2ss EU REVISION DESGRIPTI01v BY DATE I 151 o-S7oRR WILSON F. SO R.C.E. .No.. 21651 DATE • SIPHON AND MISCELLANEOUS DETAILS C-I6 A-- A ' 2 - r D-4573-17-A