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• - .. • SPECIFICATIONS No. 115 SHEET No. 11 '
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A . cucclA OF 12:8 " D/AM- PRECAST CONCRETE PIPE - SIERRA MADRA VINTAGE Co.
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1 IL I MIT OF RIGHT OF WAY--f` 1 I •
• -- __ -- -- -F�-- -- -- -- — I I- -- -- -- -- -- -- -- -- -- -- -- - - - - -- -- - -- -- -- -- - -- -- -- - -L /M/T -OF RIGHT OF WAY E' L 2t038,R30 - - -- -- -- - - -- -- - - -
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o I J + sta 1040+01. 73-Set LET E. walILLi '
Q o k-- .sta. 1053 62.59 Set L � T to W wall
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O I GRAPCS I I GRAPES v J l-� F. B• 4-11 p. 7 UN/MPROVED LAND P'
ti I a o Sta. /040�06.52�Set LST W. wal
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I LIMIT OF RIGHT OF WAY --_�-- -- -- -, -- - - -- - - - - - - -- -- - - -- -- - - -- - -- -- -- -- - - — -- -- -- - - -- -- -- -- - - -- -- -- - -�--- -- -- - - -- -- -- -- ---
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I Ar L /M/ T OF RIGHT OF WAY_-
� L 2,038,7?O I L 2, 035, 720 lv _ L 2 033 720• L 2, 038,720 •
O L- 2,038,720
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Aek) . CUCCIA PLAN SIERRA MADRE VINTAGE CO. CO
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SCA1/40 kijLE OF FEET 401 41
kg) 0 _1l ��-- `-�- - - ' 0 O I - -
O N. 1r 0 40 60 '- O -
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--E - - - - - - ------ -- ----- -- --- - - -- ----- - - -- -- -- - --- - - -- - -- --- -- --- - -- --- — -- - - - - - -- - - --- - - -- - - - - - - - - -- - - - - - ---- -- - - - - --- - - — -- - - - - - -- -- -- -- - - - -- --- --- -- -- - - - - - --- -- -- - --- - --- - - - -- - - - - - -- -- -- - -- - - - - -- - -- --- - - - ----- — y
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Schedule 4P - -
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--- ---- --- - -- -- ----- - - - - - - - -- - -- - - - -- -- - --- ----- -- - - -- - - --- -- - - - - - --- -- - - - -- --- - - - - - - - - Cradle support-100 ; thickness of pipe shell -13 n - - - -- - - ---- - - - ------ --- -- --- - - - - - - - -- - --- - -- - - -- --- --- - 4 �-- ,�''� t-
-� - - - - -- - - - - - -- --- - - - - - Mortar Joints - Cage reinforcement - - - - - - - - - --------- - -- :,- _ -
-- - ---- - ----------- -- - -- - - - -- ---- - - - ---- -- - - -- - -- - - - --- - - -
%
-- --- - - - - - -- - - - - - --- - - - -- -- -- -- - - - --- - - - - -
_ E
W -.f ---- _ --- - - - � Total area of transverse steel in square inches per linear foot of pipe = 2.10 °tt - - - - - - - - -- - - - -- -- -- - -- - - - - - - - - - - --- -- -
41
- - - - - - - - - - - - - -- - - -- - - - - - For details see drawingNo. 6-1062 :; . EL /150 / v
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'::).......-.E1. 1149. 0 MAXIMUM HYDRAULIC GRADIENT
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Sta. 1040+04 � -
°c o - Manhole R/W type 1--- 1
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L&.T top E. wall El. /1/5 07/ t
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_0 Ground Surface ��i��.��i .��i��v/,,//m�����;�� -0G
Ground Surface --.- /�' '
F•-• //00 •
Compacted, yellow, clayey sands - occasional pockets of pure gravel- - - - -------
-- S � . 0046/ <- O'-/6') — �
5 .00050 (-O°- 02') ' ter i .
41 S - . 00/60 ( O° OS') • ILl
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m � 00 O � �I O � h- O
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h1 h h `N h al � w a al a
1050 0 � j 01 0 0 0l 21 - of of 2 2 21 0 0 0 0 0 0 0 1050
STATIONS P R 0 FI LE
STATIONS
For detail design of pipe see drwg No. 8-2426
, NOTES :
HYDRAULIC PROPERTIES ; ! THE METROPOLITAN WATER DISTRICT
FIELD BOOKS Stationing applies to invert of ,o/pe, OF SOUTHERN CALIFORNIA
, A /26.01 n .O/2 Construction Alignment 4-2 " COLORADO RIVER AQUEDUCT
V _ 5.95 r - 3.17 Construction Grades 4-8 I DIDISTRIBUTION SYSTEM
Q = 750 5 = 0..00050 Structure • Locations 4-5 Area of transverse steel per //near foot of pipe ' ` FON TANA TO CUC,AMONGA WASH
Monuments end ties 4-11 applies to longer arcs of curves.
Final Profile • 4-109 .;1 STA. 1040+00 TO STA. 1061150
I � � PLAN AND PROFILE
I N ") 12.-8" DIAM, PRECAST CONCRETE' PIPE
Revised 2 -28-38 to show pipe line as constructed. CO to TRACED t .wC __RfCOMMENDEDSR_` _ _ l? _____
a1 a, CHECKEP__2f•sYC_ __APPROVED- " _____'A -
CC — — '� -
LOS ANGELES JULY I , ' s. H - 1734
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