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TYPICAL BEDDINA FDR S" UR TYPICAL PUMA FDK 8" V.L.P.
LEI' THAN ID' DEEP ID' DR DEEPER
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No. 31013 fe
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Exp. 3-31-92 -,b
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*SPECIAL CONSTRUCTION -CONSTRUCT 8" C..I P. WITH MECHANICAL JOINTS OR
8" V.C.P. WITH SPECT -AL CONCRETE EASEMENT PER DETAILS ABOVE OR 8"
V.C.P. GROUTED IN CONTINUOUS STEEL CASING. LENGTH SHALL BE '5' CLEAR
EACH WAY FROM WATER MAIN.
SPECIAL CONSTRUCTION WILL BE NECESSARY WHERE SANITARY'.SEWER MAINS OR
LATERALS HAVE .LESS THAN 12" OF CLEARANCE BETWEEN THE BOTTOM OF THE
WATER MAIN AND' THE TOP OF THE SEWER.
SPECIAL CONSTRUCTION WILL BE NECESSARY WHERE THE CLEARANCE BETWEEN
THE BOTTOM OF A STORM DRAIN AND THE TOP OF THE SEWER MAIN I.S BETWEEN
6" AND 18".
THIS CONDITION IS NOT ANTICIPATED ON THIS PROJECT.
SEE DETAILS ON SEPARATE PERMIT FOR PIPE CROSSING UNDER RAILROAD,
CITY OF~ FONTANA CALIFORNIA
G�rY PUBLIC WORKS DEPARTMENT
REVISIONS EA16R i 0,4rE L7AAE
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�PPeov�=o DRAWN BY. SCALE
VqooLsey Engineemg, Inc.; s , SEWER PLAN „� -
IL ENGINEERING o 714 540-0221 HORIZ 1 - 40
CIVIL ( ) DESIGNED
SANTA ANA AVENUE VERT 1 =41
1 150 Paularino, o Suite 132 o Costa Mesa, CA 92626 BY. R
CHECKED FROM ETIWANDA AVE. DATE
Y I? TO:,1'2-2.4, FT EAST OF ETIWANDA AVE.
/ JOB NO.l/ tL-,4'-t� DR.NO. SHT. NO. 4 /509 APPROVED BY
,
CALVIN E, WOOLSEY RCE 31013 DTE t .1VIL ENGINEER RC.E 4now