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41 CONSTRUCT SC DL& CML & C SIELL PIPE AND FTMNGS WMI 3/16' STEEL WALL 0 CONSTRUCT 4e DIA. STEEL CASING 101 3/4. STEEL WALL BY BORING ® CONSTRUCT 24' DIA. CML & C STEEL PIPE AMWAY AND APPURIBMCES fa CONSTRUCT 24' Obt. MANWAY WITH 36"x361x24' TEE W/ 24' Di BLIND FIANCE
• tor.' AND IVELDED JOINTS PER DEDV fl & a AND SOONG PER DETAIL Ark . PEI? DETAIL a (NOT USED) A AS-BUILT
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• mar 691•18RIGT-V--RIPE-GGINGRETE-esiCASSWENT
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'Li II-H. P..11 0 •0 UCT SC 01A. CML & C STEEL PPE AND FITTINGS WITH 3/16' STEEL WALL PIT & RECEMNG PIT CONSTRUCTION & RESTORATION. : fa INSTALL 45x36" STD. SYNTHETIC RUBBER CASING END SEAL W/ 316 S.S.
BANDS AND CLAMPS. -P2BTAIE-gh DRAWING
ii 1 ---:'•.,' ''DIAL TOLL FREE NW GASKET JOINTS PR DETAILS a &a Q ONSTRUCT 4' COMBINATION AIR AND VACUUM RELIEF VALVE PIPING MCDF
13. VP AND APPURTENANCES, SEE DETAL 6 0 CONSTRUCT 36' DIA. D.LP. & FITTINGS CLASS 250 W/ RESTRAINED JOINTS AND
i ;rib :. INSTALL 36' DIA. PIPE ELBOW, CML & C S7L 0=3/16'9 PPE W/ WELDED JOINM Cr 1
: P.E WRAPPING PB? DETAt a & 6 1. AU AIR AND VACUUM VALVES, CATHODIC PROTECTION TEST STATIONS (CPTS) AND GRAPHIC SCALE
% NUN ; 1 -800-227-2600 ® Tr gar' BLOW-OFF OUTLET SHALL BE INSTALLED IN THE STREET RIGHT-OF-WAY BETWEETI 44' 0 20' 40' 80' MO'
441 Wt? AND FABRICATED PER SPECS, DEFLECTION PER PLAN 0 CONSTRUCT e mow ow vitvE PIPING AND APPURTENMCES PB? DEEM_ ink THE FUTURE SIDEWALK AND STREET CURB, OR BEHIND 774E FUTURE SIDE1VALK IF ilEWEIMmtiimmi.....m.
... „.. • AT LEAST TWO DAYS Cr 0 CONSTRUCT 36' DM. DJ.P. & FITTINGS CLASS 250 W/ PUSH-ON JOINTS AND
CD INSTALL 36.- BUTTERFLY VALVE W AIWA OPERATING NUT AND VALVE CI ONSIRUCT 2-WIRE CATHODIC TEST STATION PER DETAIL;a THE SIDEWALK IS ATTACHED TO THE STREET CURB, OR AS REQUIRED BY THE CITY
BEFORE OUYDIG IVY P.E WRAPPING PER DETAIL a & 6
BOX PER DETAILS 6 &els OR COUNTY'S REPRESENTATIVES, REGARDLESS THE LOCATIONS OF THE APPURTENANCES ( IN FEET )
Ei UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA W 'UP . IV W SHOO ON ME PLANS. 1 inch = 40' fL
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0 PREPARED BY.. a, k, SCALE
I INLAND EMPIRE UTILITIES AGENCY CHINO BASIN FACILIT!ES SHEET
T.O. 6/20/03 ' E $ . IMPROVEMENT PROJECT
1-71./TAAL AS ES%L.T PEW. FtELD, CON-TRACroR. SOESW.ITA4t_ Designed Efe feo• Tattemer & Associates AS SHOWN . A Municip.al Water District P3
5/2.15/01 to.n..gfr reamiseispa_tcrwark PitontS. Ron wk. 2.64 Moo to Sot 50.001 Wit Drawn
LEG. 6/20/03 ..
at xx consulting engineers gar Stole shown below Isom "!
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8 A .,,./.,. -170./Lab. Revisals AL164/KENT 41'@2) No. 21640 • 81011133116 - mew - PUMA limn on original drowinge ff
NOT one Inch on this sheet, LOCATION MAJUNG ADDRESS JURUPA BASIN FORCE MAIN 6 OF 1 9 slim
g Checked T.O. 6/20/03
\cf).72/312/ ix TECHNOLOGY DRIVE. IRVINE. CALIFORNIA 9RB1B
Tel: (949) Ele3-6077 Fax:1949) 8E3-9077 adjust scales aamrdingly. 9400 Cherry Avenue, Building A Post Office Box 697 PLAN & PROFILE
s A 01 /05 BS AS-BUILT Date . Of Dif •=e•a lea Oa Corps b• cr 1" Fontana, California 92335
Telephone (909) 357-0241 Rancho Cucamonga,
California 91730 DwG. NUMBER
REV. DATE BY DESCRIPTION • STA. 26+00.00 TO STA. 37+00.00 Ds023-0%
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