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10+00 11+00 12+00 13+00 14+00 15+00 10+00 17+00
CONTROL POINT 342
N 184127 .840
H ` 711 2.5200
Cl
731 91 "S" t
STA. 15+00.00 - Z
L 1 00 16tO� 17+00 w
FLIT. �__ -- 5 RUT. GF.
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CONSTRUCT 36
-_� -
1 I ' I ! / �� �• SCALE. to= 40' _•'^-
� CONMU07ION NOTES (VOTES
41 CONSTRUCT Jr DIA. CML & C STEEL PIPE AND FITTINGS WITH 3/16" STEEL WALL 55 CONSTRUCT 36" DLA. D.I.P. & FITTINGS CLASS 250 W/ RESTRAINED JOINTS AND I. CONTRACTOR SHALL COORDINATE WITH THE WORK SCHEDULE
AND WELDED JOINTS PER DETAILS 1 & 2 RE WRAPPING PER DETAIL 1 & 6 OF OTHER CONTRACTS IN CONJUNCTION WITH HIS WORK
M1 M1 M1 M3 AND FURNISH SUITABLE APPURTENANCES TO EXPEDITE
50 CONSTRUCT 2 -WIRE CATHODIC TEST STATION PER DETAIL 1 56 CONSTRUCT Jr DIA. D.I.P. & FITTINGS CLASS 250 W/ PUSH -ON JOINTS AND INTERFACING BETWEEN CONSTRUCTION CONTRACTS.
`� M3 P.E. WRAPPING PER DETAIL 1 & 6 2. CUT OFF BULKHEAD FOLLOWING TESTING AND CONSTRUCT
51 CONSTRUCT 24" DW. CML & C STEEL PIPE MANWAY AND APPURTENANCES M1 M3 BUTiSiRAP JOINT iF THE OUTLET STRUCTURE PIPING OS.
PER DETAIL 2 &—CONSTRUCT 24" DiA MANWAY WITH 36"x36"x24" TEE W/ 24' D.1. BUND FLANGE COMPLETED PRIOR TO THE FORCE MAIN.
! (NOT USED) r-•.�- �, --�.-�..
DIAL TOLL FREE M2 �-�_
a --INSTALL 36" DIA D.1. BUND FLANGE Q 1• ALL AIR AND VACUUM VALVES, CATHODIC PROTECTION TEST STATIONS (CPTS) AND GRAPHIC SCALE
1-800-227-2600 52 36" CML & C STL BULKHEAD AT PIPE END FOR PRESSURE TESTING BLOW -OFF OUTLET SHALL BE INSTALLED IN THE STREET RIGHT-OF-WAY BETWEEN
� 59 36" D.1. RESTRAINED FLANGE JOINT ADAPTER ��--�''" ro' 0 so' �o' J!1)• tso'
AT LEAST TWO DAYS (INCL CUTTING OFF FOR CLOSURE CONN.) OR FUTURE CONNECTION, 60 36" FLANGE INSTALLATION KIT INCLUDING PACKING, BOLT SLEEVES AND WASHERS THE FUTURE SIDEWALK AND STREET CURB, OR BEHIND THE FUTURE SIDEWALK IF
SEE DETAIL 7 THE SIDEWALK IS ATTACHED TO THE STREET CURB, OR AS REQUIRED BY THE CITY
BEFORE YOU DIG REGARDLESS THE LOCATIONS OF THE APPURTENANCES ( W FEET )
M 1 OR COUNTY'S REPRESENTATIVES,
SHOWN ON THE PLANS. .i'--^-^-�'''�'"'--^�--'`--�' "4
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA /^ 1 inch a 40' ft.
rEss�o PREPARED BY' SCALE INLAND EMPIRE UTILITIES AGENCY CHINO BASIN FACILITIES SHEET
Designed T.O. s/2o/o3 ho r. sf� Timmer&Associ s AS SHOWN IMPROVEMENT PROJECT
` a o n s u l t i n e n i n s s r i gar fir A Municipal Water District Pi
L.E.G. x/20/03 : 0 ti Scale shown bebw h ons :r.:.. P �J URV P/a BASIN FORCE MAIN
Drawn EW NEERM w&ti rr FLA10 tKi ;f
s inch on ori roan drawin K ?' LOCATION MAILING ADDRESS t� OF 9 SLATS
* NOT one in� on this sheet. !$ '::
tti TEo 23 RYY RIVE. IRYINE. CALIFORNIA °E�1E '• PLAN &PROFILE
Checked T.O. 6/20/03 ,,,� �� Tel: tsas>I sEs•a277 •.R: te°o) ses•so7T adjust scales accordingly. n. 9400 Cherry Avenue. Building A Post Office Box 697
1 9.18.03 K B. DELETED FORCE MAW SEGMENT FROM STA. 10+80 TO STA. 10+00 DWG. NUMBER
Dots r,�.x�, a,
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Fontana, California 92335 Rancho Cucamonga,
REV. DATE BY DESCRIPTION cr`��E .�r.,1" Telephone (909) 357-0241 California 91730 9 STA. 10+00.00 TO STA. 1 7+00.00 WqO
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