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CALIFORNIA
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~~ ~ ~ ~ UPPER BAY WATER MA!N INTER-CONNECTIONS
B~ cl------------------------~ Ii:'< ;;;1:i ... ,..~ PIPELINE PLAN, PROFILE AND DETAILS
DESIGNED BY __ --u SCALE:
DRAWN or __ £ RD_,_ AS N07ED
JA ES M. MONTGOMERY SHEET t CONSULTING ENGINEERS, INC.
535 E. WALNUT STREET, PASADENA, CALIFORNIA
CHECKED BY_ V.B.T~ MURRAY 1-5619 SYCAMORE 3-7128 OF SHEETS
SPECIFICATION NO. c -741
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f"IPe.
Sl/PP.
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NOTE.:
FOR PROFILE. ,I LAYOUT
DIMENSIONS OF NEW PIPING
SEE SHT. I.
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PIPE VENTS. 64LV.
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VENT PIPES -_j cU ~ u
SEE SEC. 8·8,
BELOW.
Z4'' SLEEV,E TYPE. CPLG.
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IV/ HARNE.SS SET
..SeE. 0£'7;4/L, RT.
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1"'---fz" RING WE.OGE CINCH ANCHOR NO.I (TYP.)
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POR CONTINUATION
SEE SJ.IT.I. -
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NOTE. I
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NOTES:
I, PIPE SUPPORTS TO EE.
N 0 T E s
I, THE BY-PASS LINE AND THE MAIN LINE CROSS BELOW AN
EXISTING 8" C.I. SEWER LINE AND A TELEPHONE CONDUIT.
THE VERTICAL SPACE BETWEEN THESE LINES SHALL BE
BACKFILLED WITH SAND FREE FROM ROCKS AND COMPACTED
IN ACCORDANCE WITH THE SPECIFICATIONS.
2. CONCRETE IN THE STRUCTURE SHALL DEVELOP A MINIMUM
28-DAY COMPRESSIVE STRENGTH OF 3,000PSI.
3. ALL EXPOSED CORNERS OF THE CONCRETE WORK SHALL BE
CHAMFERED 1/2-INCH,
4. THE MAXIMUM SIZE OF THE AGGREGATE SHALL NOT EXCEED
I 1/2 INCHES,
5. ALL THRUST BLOCKS SHALL BE POURED AGAINST UNDIS-
TURBED SOIL •
NOTE.
L.OCATe.D IN PLAN AT
POINTS MARl<E..0 THUS:X .
• .D/MeJVS/ONS IN PA,-,.,e.NTHe.SES ARE
FO~ 2,0" PIPE; OTHERS FOR Z4"PIPE.,.
.Z. GALVANIZE A.e:-TE.t.'
,=",<l,S/flCATION.
I L..AYER a;= Jf,." £XPANSION
...IOINT PILLE.I<'
.DRILL G • / %"
( 1-¥.s") ¢ HOLES.
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24-~'GATE VA£.VE w;J I 113 "
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, AL.HAM8RA FOUNDRY C. /. MANHOLE
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AF"TER P4BRICATION. ---1
ALT.:RNATe TOP SLAB
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WHEREVER THIS USED,
THIOKOL SHOULD ee USED
IN GRaoves .BETWEEN
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FACt: OF WALL GALVANIZ.E APTER FA8RICA'TION:
NOTE:: ROPAX $ RUB8eR SEALANT MAY Ee
PURCMA:;E.o PROM Ht/8BAR..0 co. QC" L..OS ANGE.Les.
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TOP SLAB SE.ALANT DETAIL
NOT TO SCALe.
FILL GR?:JOVe
WITH THIO,KOL
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SEALANT.
"" TOP SLAB JOINT DE.TAIL
NOi ro ..SCALE
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/YON eACH FACE
~8"¢ HOL.£5 ~
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IV/ 2 UNIT PLAIN
CINCH ANCHQl?S
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TY.PE ANCHORS
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APPROVED
DIRECTOR OF PUBLIC V-JORKS
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CITY OF NEWPORT BEACH, CALIFORNIA
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UPPER BAY WATER MAIN INTER-CONNECTIONS
.SE.CT/ON 8-8 ..SECTION A-A "-/ ~ ~< Nore:
/
"-.. ,,{( Q' / CUT NORMAL PRESSURE REDUCING STRUCTURE
SCALE. f o· RE/NmRCING
ATOPeNING.
,C,1?-""-/
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TYP. REINFORCING AROUND P/Pc
OPENING
ELEVATION
LADDER DE.TAILS
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SPECIFICATION NO. c -141
OF 2 SHEETS
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