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ELIZABETH H. LEIGH
ID 4,071,820
OF 8° D/AM. PRECAST CONCRETE PIPE
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Schedule 3 P------------------------------------------------------------------------------------------------------------------------------------------------------------------
MAXIMUM HYDRAULIC GRADIENT � EL1170.
—� -- — I 5V) r
------------------------------------------------ ---------------------------------------------------------------------------------------------------------------------------------------- Cradle support 100° . thlckness o f p pe shell,
steel cylinder �- cage renforcement -lockVoin/s
------------- ---------------------------------------------------------------------------------------------------/=--------------------------------------------------------------------
-------------- For details see drwg. C-4441--4-- o„ o„ I o/ o/, o/ o„
an oq O// ---- O// _____ Qp-------�+C Ol/ O/i m, __ A
----------- 4.80 --------------- ---- 4.70 -------------------------Y------ 4.60 ---------- ---------------- 4.50 --------- ------------ 4.40 ----------- I -4.30 ------- ----------4.20 --------- 4.10 --------- ---T 4.00 --- -I--- 3.90 - -- --- - ---------- 3.70 ------ .60 ------- ------ 3.50 ------ -- 3.40 v/,---- 3.30o/SOrBRE K
� _ _ � � 1I00
Total area of transverse steel in s uarc inches er linear foot of i e. I '�` o
�r P P P
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S =.05400-3 05) ----- —_
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PROFILE
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S -TA TIONS
HYDRAULIC PROPERTIES
A - 106.90 n -.012
V= 7.02 r -2.92
Q = 750 S - 0.00077
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FIELD BOOKS
3 -4 Construction Alignment 6 Grades
3-9 Fina/ Profile
/-7 Monuments 6 Ties
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HYDRAULIC PROPERTIES
A - 106.90 n -.012
V= 7.02 r -2.92
Q = 750 S - 0.00077
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FIELD BOOKS
3 -4 Construction Alignment 6 Grades
3-9 Fina/ Profile
/-7 Monuments 6 Ties
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NOTES
Stationing applies to invert of pipe.
Area of transverse steel per linear root of pipe
applies to longer arcs of curves.
For detail design or pipe see drwg. No. 8-2428
Revised 3-17-38 to show pipe line as constructed.
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THE METROPOLITAN WATER DISTRICT
OF SOUTHERN CALIFORNIA
COLORADO PIV£R AQUEDUCT
015TPIBUTION SYSTEM
SANTA ANA RIVER TO FONTANA
coN STA. 726400 TO STA. 747400
PLAN AND PROF/LE.
11'-8" DIAM. PRECAST CONCRETE PIPE'
a � DhAWN..-JVYEEWNE----- /
ca 7 R ACED-.fog"ec - __ ,�,�,�J RECOAIMENDED
_
Ch'ECKED.%{!���_Ij(1S�J✓�APPPDVED_______
_,� LOS ANGELES NOV ,1
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NOTES
Stationing applies to invert of pipe.
Area of transverse steel per linear root of pipe
applies to longer arcs of curves.
For detail design or pipe see drwg. No. 8-2428
Revised 3-17-38 to show pipe line as constructed.
ti NI t
THE METROPOLITAN WATER DISTRICT
OF SOUTHERN CALIFORNIA
COLORADO PIV£R AQUEDUCT
015TPIBUTION SYSTEM
SANTA ANA RIVER TO FONTANA
coN STA. 726400 TO STA. 747400
PLAN AND PROF/LE.
11'-8" DIAM. PRECAST CONCRETE PIPE'
a � DhAWN..-JVYEEWNE----- /
ca 7 R ACED-.fog"ec - __ ,�,�,�J RECOAIMENDED
_
Ch'ECKED.%{!���_Ij(1S�J✓�APPPDVED_______
_,� LOS ANGELES NOV ,1
• ,, -� ,�j�Q3 -l?ZG