HomeMy WebLinkAbout5203H-1728 SPECIFICATIONS No. 137 SHEET No. G2 . 1
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$�� �tik �o� PLAN OF // 8' D/AM. PRECAST CONCRETE PIPE
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\� �o��, / Fontana Domestic Water Co. 2'/ P Fontana Domestic Water Co. 4 'Steel
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\ \ \ Sou Ca/if Edison Co Power Line 45'C/earance v \ 6�o ,rt,
P/owed Power Line -35-Clearance x � ; oo \.,
\ ' \ EUGENE VIOL /ND Assoc. TeL Co. Line / \,(( ; Fontana Union Water Co ;
�`� \ \ \ ", ' /6 ` Conc. Water FONTANA LAND CO.
NGrapes 20 C/earance \\ . -„ �' Grapes Grapes \� \ �>
LIMIT OF RIGHT OF WAY TRANS/T/0 ` / / '
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Fontana Union Water Co. \\ `d \\ i Sta. 925 +82.80 L.ST in S. wall Wa/nuts Grapes Ga, a W 3
/0 " Cone. Water `�` \�� �G �' I Sta. 92-5 +88 53 L.& T In N. wall p \� J /' o
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Walnuts d Grapes �� Walnuts d Grapes
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y GATHER/NE MARVIN Q� �//
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SECURITY FIRST NAT/OVAL BANK OF LOS ANGELES / /SP�; /'\�L� DEL BERT E SCHELL 1 . Q ,
BEATRICE M. HAZLETT SECURITY-FIRST NAT'L BANK OF L.A. RICHARD / COTTRELL SOUTHERN COMMERCIAL CORE
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E Not a part of these specifications -- - - - - -- - - - b
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Cradle •
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Thickness of pipe she// /2 Lock Joints ,
---support /20° y-< Cradle support /00 °—
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Cage reinforcement - - - ---
Steel cylinder and cage reinforcement - -
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2.80 4// - --= .
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For details see drawingC 4441 3.30
//50 El. 1155.9 L"-�.' 11
" Total area of trans verse steel in sq. in. per linear foot of pipe. ' 7��
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• ' IMAXIMUM HYDRAULIC GRADIENT,•,. :,. • -::. - /50•
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ICC Ground Surface N W W �I cu \ I \ `� s K
—_ — __ — _ e , %� '.. y, - CV 1100 0 • *
�, - — — - - — P i - . . .'`.... ;round Surface-. 3 .: ° F-
h .l2 -8 Precast Concrete Pipe — _ __ _ _ _ _ °
-- --- - - - Compacted sand and gravel wrth occasional irregular pockets of windblown sa
— — — 5 = . 00209 ('*0° 0TH ,
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STATIONS • s
STATIONS NOTES
THE METROPOLITAN WATER DISTRICT
PROFILE HYDRAULIC PROPERTIES Stationing applies to invert "ofpipe. OF SOUTHERN CALIFORNIA Q7
//'_8,/ Pipe
COLORADO RIVER AQUEDUCT
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6 DISTRIBUTION SYSTEM
A = /0690 n =. 0/2 Area of transverse steel per linear foot of pipe 2,. SANTA ANA RIVER TO FONTANA
V = 702 r = 2 92 FIELD BOOKS applies to longer arcs of curves. STA. 9l I + 50 TO STA. -926 00
_ iso S -. 00077 3 -4 Construction Alignment & Grades Contractor to remove on/y those trees shown ! o PLAN AND PROFILE _
3 -9 Final Profile dotted en t/ ' 8:DI AM. PRECAST ', CONC. PIPE
1 -7 Monuments & Ties For detail of design of pipe see drwg No. 8- 2428
DRAWN � 'NE/LW.N.Ep paTRACED6°n_e, RECOMMENDED___ r co_cQ,___'� CHECKED_�YAPPROVED
Revised 3-17-38 to show pipe line as constructed.
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_ s • 113(1;-): LOS ANGELES-NOv2(;_3 • H -! 728 ,.4
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