HomeMy WebLinkAbout5203H-1731 SPECIFICATIONS No, 115 SHEET No. 8
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0'' I OF 12'-B PRECAST CONCRETE PIPE Fontana Union Water Co -l0" Conc. A.A. YARBROUGH
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EUCALYPTUS WIN9LiREAK (0008LE ROW) N Z a O ()
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.0. • .. • I .,q, Q • / i See F B. 4 // for ties
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FIREMAN S FUND INDEMNITY CO, ro h JL. h60
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--- - -- - --- - --- -�----- - ---- Schedule 4P - - - - ---
Cradle support 120 °
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-- Crad/e su _ y - . Thickness of pipe shell 1311 _
g. Z L� - - - -- - - pport 100 thickness of pipe shell 13 -- - ----- --- - - ----- - - - - --- --- ---- - - - Cradle support 100° - thickness of pipe shell l3" - --- ---- ------ - - --- - --- - ---- - - -�- ¢ + rt,,�, '•, .
-- LI -- - ---- -- -- - - - -- - - - - -- - - - - Mortar Joints — Cage reinforcement- Q - - - - - - -- - - -- - -- -- ----- - -- --.-- ---
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O o/I- - - -- -- -- -- - Total area of transverse steel in square inches per linear foot of pipe - ou - _ }
1 -- - - 1.90 ° " - ---- ---- - - - - -- -- - Leo°" - - - - — --- - -- --- - 2.30 - - -- 1.90 - - ----- - -- --- -- - - -- --- -- -3 .
0 0 •• O / For details see drawing No. G-1082 ,
o+ a < 1\`� Ste 986*59 '-' Air ValveCManhole 'I
v ?— El. To of M. N. 1137.85 EI. 1153.4
o -El. 1/53.0' �'i .---MAXIMUM HYDRAULIC GRADIENT o 1 p c /
//50 "' //50 j— — o\ �I— •-k. 1150 - - - - - - • - o F /150
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`a Ground Surface �y Hx ..<,,. ;,. �s • -
Ground/''� .Surface
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C( IJ -- - --Partially compacted, yellowish;I ;gray, clayey sands and gravels ----- • jr
S= . 00295 ( O° /O� — �J �'.�'�. W
W • - — - + + S=. 00580 (4-0° 20) = W
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:1-100 P Op N °j /100 1100
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� m mI m For detail design of pipe see drwg. No B-2426.
STATIONS 5TAT/ONs THE METROPOLITAN WATER DISTRICT
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PR O F I L E OF SOUTHERN CALIFORNIA
FIELD B00/TS COLORADO RIVER AQUEDUCT
HYDRAULIC PROPERTIES Construction Alignment 4-2
NOTES. - DISTRIBUTION SYSTEM
9Stationing applies to invert ofpipe ',Q' FONTANA TO CUCAMONGA WASH
A = 12601
n = .0/2 Construction Grades 4 8
V = •595 r = ,3./7 Structure Locations
4-5 m STA. 975 * 00 TO STA- 997+00.
Monuments and Ties
4-11
Area of transverse steel per linear foot of pipe applies PLAN AND PROFILE Q = 750 S = . 00050 to longer arcs of curves. N
Final Profile 4 /0N "% 12'-S" DIAM. PRECAST CONCRETE PIPE-
Contractor shall remove only those trees shown dotted. a
TRACED\ -
__�_h44_ _ RECOMMENDED_ tr ..�._
H CHECKED-*70._ S'_ APPROVED_ __ 6•171.411.. .• ,1_ ___
Revised 2-28 -38 to show pipe line as constructed. r / -
_ LOS ANGELES, JULV 16, /935 H-173/
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