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SPECIFICATIONS No. 137 ~'� S1 E 1 0 5
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10072,28
I p_4,Q72 040= t
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-NELIZABETH H. LEIGH
f- OF II -8 DIAM. PRECAST CONCRETE PIPE o 3 w
Uncultivated Sandy Soil
oLIMIT- WAY --'j"
-- - -- - -- -- OF OF WAY---
-- -- -- --
"LIMIT OF RIGHT OF WAY 'j
(Ivianhole 6- Blowoff Manhole
Sta.762+39.23 L.&T fop S. wall Sta.7496/94 L.&T top S. vvalTh
Sta 762 +43.95 L_&T top N. wall Sta. 749+66.69 L &T topN. wall p
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o ; ,-763 +64.08 ,F B. 1 7, P9 31 ; F B. 1-7, Pg 3l h
h O O a0
Z 755,27.3 h d N O
n a M. W. D. FEE '� h
r/ ` _ Top of earth fill embankment /2�wide
r r �l < < I I _A_ -- - - - 1 i u_lwll��-- - -- - - - -- -- - -- -- - -- -- -- -- - -- -- - -- ._
-- - --
-- -- -- AY
Ll MIT OF RIGHT OF WAY ;;: � ---- ---- --
�' LIMIT OF RIGHT uF WAY -
Uncultivated �TrrTlTrrrrl nTrr� ---- -- - - -
Set conc mon. 12"deep t
Set conc. mon. l2"deep i Uncultivated Sandy Soil ;FB. 1-7, pg.45 s =
FB I -7, pg.45 Jr-- -
p-4,0 17 800
072 040 r
D-4 JURUPA BLOWOFF RESERVOIR IN
See drawing B-2463 & R.W. map 1401-4
N
PLAN
a --r
i SCALE OF FEET `•-
0 40 80
f J a
----,------------------------------------------------------------------------
Schedule 3P
---------------------------------
------
'
Cradle support 100°- thickness of pipe shell 12':
Steel cylinder and .cage reinforcement. _
Lock joints f_
Total area of transverse steel in square inches per linear foot of pipe -------
°ii----------1----------------------------------------------------------- ----- ------ °a--------------- -------- °ll-------- ---------- `"----------------- l0°"------- -- -------------5.00°n------------- --------- 4.90°u----- ---
--------/--------------------------------------------------------5.40 5. 0 5. _
3
--- 5.50 For details see drwg. C-4441---.,
:/. //6 7.0 MAXIMUM HYDRAULIC GRADIENT
1050 1050 -
0 0
Lr)
co
rn h
_ Q
- __EI. 1001.61 L.&T. top N. wall
v N !00 0 1000
0 0 � Ground Surface -l:
— — --- - 12 blowoff
- - -- ------------------------5 = .0 23 8.5--- -1 `- : W
— -2 2 • � ��
----- -----
.984.09 L.&T fopS. wall
.----- Compacted wind blown sand-- -�,
'El. t- of oullet 975.0 — ___,-- ---------------- —
--_ — — — '
---,---------_-- ! � `------ ----------------------------- Granite- mostly decomposed and friable 580 -/° 29
r >
Well -compacted
_---------- Partially compacted sand and gravel
E
-- --* 5=.00480 (-0° l7'�, fine sand and clay
----------�--- -- — = Ln
ao C Ln
o � U
n a> rr o� ti
``mow O n
CX
a ^ o `+ - 950 J ; •#'
� 950 � � -
N o N°' For detail design of pipe see DrWc7- Iii 2=��8
rb
�-ow �0 C\j W o `' NOTES: # :
_ �, Stationing applies to invert of pipe. 4
N THE METROPOLITAN WA TER DISTPKT , z
Lo V) LU HYDRAULIC PROPERTIES FIELD BOOKS ", COLORADO. RIVE4 AQUED0
wN �4 DISTRIBUTION SYSTEM y
A = /06.90 n = .012 3-4 Construction Alignment &Grades r
V = 7.02 - = 2.92 3-9 Final Profile Area of Transverse steel per linear foot of �' J; SANTA ANA RIVER TO ,FONi`A�1A "
1-7 Monuments & Ties
Q = 750 S = .00077 pipe applies longer arcs of curves. j I 1-,� - STA. •-747*OD TO STA. 767-t-50`
PLAN AND PROFILE."
`,4
W-8" DIAM. PRECAST CONCRETE PIPE
N I �s ^n
h h P h h "� h ORAwN _ R.C.K.
n r. r �I �I Revised 3-17-38 to show pipe line as constructed. v ---------------- - RECOA1I",1rNDED__
STAT / 0 N S RECOMMENDED–
CHECKED APPRO.�t..-----------
5
-- -, -
P P OFILE STATIONS 4
� cc LOS ANGELES N01/��)',1J35 H-172I
IX
100' Break