HomeMy WebLinkAbout5203H-1733 ECIFICATIONS Na 115 $FIEET No. 10
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L zo39o40HYDRAULIC PROPERTIES
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OF /28"'PRECAST CONCRETE PIPE E _
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,............•Crad le support-120, Thickness of pipe shell-13 '
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`•E --- ----- - ------- Cradle support-100; thickness of pipe she/I-13" - ---- - t - --- -- - - - - Cradle support-/00, thickness of pipe shell-13 =
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-- Cage reinforcement - Mortar Join's - --- -- ---- - - - -- -- - --- -- ----- -- - --- --- ---
1200
°•••••-Total area of transverse steel in square inches per linear foot of pipe ••••<
- ----- --- --- - ----- - - 2.10 on - - - - - - y -- - -2.50°„ -- aE - ---- - - - - - - 2 00° u — - -- ��;
.. For details see drawing Na G-1082
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. MAXIMUM HYDRAULIC GRADIENT �� '
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F _ _ ---- - - ------ ------ Compacted, yellow, clayey sands -occasional pockets of pure sand and gravel -- -- - - - -- -- --
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NOTES : + ^I O O O
h Z Construct CoFIELnstruction BOOKSStationing
4 2 Stationing applies to invert ofpipe. • N n °) THE
/ z o°, _ 9 METROPOLITAN WATER DISTRICT
O + n N N Q OF SOUTHERN CALIFORNIA
* + rI� c\J N rn Conrc. struction Grades 4 -8 for detail design ofpipe see drill. Na 8-2426 n'' O . p O -_ SOUTHERN
- --_
Th cc °- - ^ CO) co Structure Locations 4-5 _ Area of Transverse stee/Per/inear foo/ofpipe O Ztrz\ COLORADO RIVER AQUEDUCT
----
cC) �O p O �! o W �O Q Monuments and ties 4-11 applies to longer arcs of curves. co W ro DISTRIBUTION SYSTEM
•_ .14
• cLLj O c' Z LL, C' Final profile ' 4-/0 Con/rector shall remove only/hose shown dotted L O �'i FONTANA TO CUCAMONGA WASH
o a W (6W h co STA. 1,015 *50 TO STA. 1040 * 00
Okt, ^ ' so h �, N O "1 h N � � PLAN AND PROFILE
O O O O O O O O O O O O O O O O O O O O N w
/oso ,I — _—_. N 12 -8 DIAM PRECAST CONCRETE PIPE
STATIONS o v - - - -
STATIONS
� N DRAWN___R_O"CSL=_RA.P. .• -
TRACED wNE. RECOMMENDED____ F'�rV� ,P�___,.
CHECKED_X7Lb�•_R( __APPRavED `�"'1_ _ -
- P R 0 F / LE Revised 2 -28-38 to show pipe line as constructed. �1- 733
LOS ANGELES-JULY, 17 93
X5203 —/733