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HomeMy WebLinkAbout5575-18 • ,AWEA CLASS E . CARRIER PIPE, STRAP (IVR.) BLIND FLANGE —' APPLY SYST& NO 7 EPDXY OM SURFACES NOT SIZE ANC) MATERIAL I I CURBED B`' GASKET HOLD ICICI[ EPDXY 1/4' • PER PLANS FROM qkc r • , . MIN, Wit AVire.-_ STESIZEL STCASUN WALL ft (IIIA,Ef SCkE: HT5 I- RBP SEE NOTES N3EL01t�ti THICKNESS PER R-2- 1/S �MAtSFILL IN VOID W/ /r `� II -t PLANS ft of ear _ 3/F 11M BAR (2 f 17 OC) ST . � iniaWs + OUTLETS UTLET tv ` �� IryI;(*- BLOWN > SAND f I �� f t• A . - • DP 3c RAIN. 444.58 > 7 ,UNLESS NOTED , ! < < ���� MU MO TAP I HOLE ENO PIPE M/ 3C !._ OTHERWISE ON I J _ + I FULL FACE CASKET \ So ait- -l> FOR AIR-SWP TEST C.I. FLAP GATE L ' �� - � \- , THE PLANS. ._ —1 1 i di CARRIER PIPE -)�' 3C l Y f 1 1 ' \ - i / JOINT • % % /f/J� f f f + CEMENT MOfTAR COATING 18' BACK WAIL - -- - c" t>F 1 f! / / ,�r ! ,/ 1-1/4 TRIC*. WI 3WI 2 I ^r" MIN. 3IA°-ONE t I ` s. �0 C�-" ee, MESS OTFfRRN11SF to .;AN 4.5*WWF REINFORCED 4.D.x1 ? t \5‘24, - 4g3 �'t.4. SNONM. JA,YTait NE1DIED TO PIPE STEEL! OR DI Fl-MICE ) *\ - Z i ` sof tj E 1/� / 124_ I RESTRAINED TO ti. / ,r� f�{7/r ; 'it Irj TA F '"' REINFORCN4G COLLAR PER SCHEDULE )`1-6f tor FOR EACH LENGTH OF P'PE. 3' (0.90 M) LONG COATING -lb - -- -- _ ` ~� if36" Dtlt. P1' o.t 'ice 4" X 4" SKIDS BEVELED AT BOTH ENDS SHALL BE wry OUTLET PIPE lc? ttSTRAPPED IN PLACE 3 FROM EACH END OF PIPE. 3/g MorAR �' .„d\ I NOTCH SKID TO SEAT STRAP. STRAPS SHALL BE • T LINING ` AP 316 STAINLESS STEEL t O.G. OF ABLE)NIMBLE HOLES-504TF-OR �� • r!�') ii i'_ 1 INOTES: I.Q. f (SEE TABLE} ANI-SOAP TEST /t 1. CASING SHALL BE INSTALLED BY THE BORE, JACK AND/OR TUNNEL METHOD. PLA� T[b { ' if 3 an i 2. SIZE AND THICKNESS OF CASING SHALL BE AS SHOWN ON THE PLANS OR GREATER. IA' -} ��` j 3. ALL STEEL CASING PIPE FIELD JOINTS SHALL BE WELDED FULL-CIRCUMFERENCE. - I ��� T �v -_� �7L J , oUTLETf AOANWAY DATA — ' � --� 4. UNFINISHED 4'X4' REDWCKID SKIDS SHALL BE PROVIDED PER DETAIL ABOVE. 'OURS SCHEDULE t WALL D•0. COJJ D0NENStCNS UENGTH "L" 5. CARRIER PIPE SMALL BE PRESSURE TESTED FOR THE WATER UNE PRIOR TO NOM. SIZE PIPE TIK*10$_1'i-DWDLE * . T - L R I g 1D' FILUNG CASING. 24" STD. D_375 24" 12' -SEE SPECS 3'-9' CisTLEI (yr� L. B. UPSTREAM ANC DOWNSTREAM ELEYATICNS OF CARRIER PIPE TO BE VERIFIED C 51D. ,' ' a - .a . - '- `DOLLAR REDID) EMBANKMENT SLOPE ' PRIOR TO FILLING. ��_._� 71'• " 4 11__ ..___ .i .-a" NOTES: 7. CONTRACTOR SHALL FURNISH ALL NECESSARY THRUST RESTRAINT DEVICES. USIA 1. FOR SECTION VIEWS, DETAIL DIMENSIONS AND RCtWQRCEISENT DEALS. SEE APIA THE RESTRAINT DEVICES SHALL 9E FURNISHED AND INSTALLED PER _ STANQA+RD PIM3di-1. THE. CONSTRUCTION SPECIFICATIONS. - - 2. RSP 1/4-TON. 36' THICK MN., METHOD A PLACEMENT. WI FABRIC TYPE 8. NO INNER t EACH END OF CASING SHALL BE SEALED WITH CONCRETE MORTAR. NOTES: LAYER & W ONG. CONSTRUCT PER CALTRANMS STD. SPECS SECTIONS 72 AND et 9. THE VOID BETWEEN THE CASING PIPE AND THE CARRIER PIPE SHALL BE FILLED WITH I. LENGTH "L" IS THE IAPIIMUM DISTANCE FROM CENTER LINE OF OUTLET TO ADJACENT JOINT OR END OF PIP BLOWN SAND. UNLESS NOTED OTHERWISE ON THE PLANS. 2. REINFORCING COLLAR OR WRAPPING PLATE DN AWN UNE SHALL BE DESIGNED MO FABRICATED PER a n M-11 D€SKNII WVNJAL.• Li FORCE MAIN OUTLET STEEL CASING PIPE DETALSTEEL PIPE OUTLET/NAANWAY DETAL 2� EDGY DISGF'ATOR DETAIL PLAN 0 1 ' } NOT TO SCALE NOT TO SCALE NUT TO SCALE `/ • • ell/ DIAL TOLL FREE 1 -844-227-2644 ib At LEAST TWO DAYS ® AS-BU LT BEFORE YOU ILK; UNDEACROUIC SERVICE ALERT OF SOJ-HERN CALIFORNIA DRAWING f T,.. PREPARED BY• wr SOLE_ 3'1a [os in-0.w AS=QUtLT, RIEL.4,PER t rRxcroR "bu$t•11zr*L Da,ign,d T.O. S/20/033 :y `x ;A INLAND EMPIRE UTILITIES AGENCY CHINO BASIN FACILITIES SHEET El 5j2+dfoi a/> LG. LE.G, 6/20/03 ", Toxin AS SHOWN IMPROVEMENT PROJECT Drawn /�� . A Municipal Water District M2 � � � _ asniuftln � snPlnssrs Mrlssi■ �.nl�. Law. • A '/oelo3 To. •ADDSO DCTP,IL 3• 2�� m ran . INTIM. IrMMa• __ Sir OF ,_', �/I ' : ~ �- tis^ JURUPA BASIN FORCE MAIN � a t. A 12 04 TC AS—BUILT CIwoksd T.©. B{20/03 \_ �� V T■„ IISal as1.1177 On,T9ali ors.€(77 �"'t s'� Mssri'M'' ��r71 Avww+r. Wising A .�MT W. +t- 4i/ .I es.wwr�r Cr 14. FNANM. Cs4rtsrtda !'1316 Mneho CUOMMONO, DWG. MA SER TIIIUflnr (IQr) 367-0241 050M3-17 REV. DATE BY DESCRIPTION taalR�or.,10 WIG DETAILS