HomeMy WebLinkAbout5271-23 - PRAFISCAL SHEET TOTAL
DIV.No. $T?'TE FEDERAL PROJECT No. YEAR No. SHEETS
Z CALIF. F A. 5. 710 (3) 55 23 32
A.
(( - It— 12' Poe 12'
E
f /` DIST. COUNTY ROUTE SECTION '
SHEET TOTAL
N4. SHEETS
VII! 3.8d. 710 3 23 32
SCALE I " = 201 I
kk — —_
f'
IDISTRICT ENGINEER
co co I APPROVED__-
EX I STI N G CATCH BASINS ADJUST MANHOLE TO GRADE 5 REPLACE
EXISTING FRAME AND COVER WITH
+ ALHAMBRA # A1232 OR EQUAL.
s 1- :iN �r %S€..L CLEllii'r i:'.^C. fyi,-:. . __---- -CO OD
/ ,
V- Yii.a lilkaiA.-__
ci
COUNTY ROAD COMMISSIONER
•R/W LINE _ _ N - - - - -
`� s- 1 e R/W LINE C.E. Li CENSE NO.8495
- - EXISTING ..\ h -
/ w ti 7LL doix�A: `; #_' f` `ii:5£ a'
FOR DETAILS \ 24"R.G.P. �"� � -E---- .....--•-•---
SEE SHEET 24 ^-.^� �� it 21 �� ,
4 I/2_STEEL-L.C.W.E3`I�CO. _ --- _ _ t�`; - ` S%iEET
\\\ \\\ „ BRIG. pIPE�-S� �� • REMOVE WEI R
r • - \ \ A 100'TAPER tNSTAit.."..10N F GO�r �r BoXA R� i r -�- \\ SEE NOTE
PAVED N _ 100 TAPER<- --\- to \ 14"C'C`N C. \ ��- - �� ��ED AVEGE OF MEs � _ r- - � - - - - - �\,�� `EDGE„ OF PAVEMENT- 4. - - - `-_ �.w.__ _ t � EXISTING R IJ B B L E , ..
- c _ - - =-�`I- - - - - - - - -,�„ - - - - - - - - - - / ARCH REMOVE l4' CCNG. LINE Bi TWO 10 GONC. LINES FROM_ �iiN. - , - 5T0RAf STA,l85t86 LT. TO WEIR AT STA.i87+81 LT. in., 7 of ADJUST MANHOLE FRAME 81 COVER TO GRADE£XISTlNG 12 PC.C. PIPE N _�o CRUSH IN PLACE / re) -____ --______o�' 3 + r„ r 188
x r 183 SURVEY 184 a 111_1 ® „ - i n I87 �- - - - - - - y
, , �i NH9Q5Q23 E ^ - -- - - - - - � - -- - - - - --
N89 5� 53 E ., •
- •
LI w ca . � �
, A
M _-- _ _-- _ _ ___ _ _I4"STEEL-CITYOF_RIAL70 � LL N _ -_ _—1 ,, -0
to
_I Cr/ Ili
cm
‘'' '' 7'm=r'4 t_-" - -. / + CO
- - - - - / OD OD o m EDGE OF PAVEMENT
R/W LINE - -
v R •
,{
�� �° Q o 100 TAPE r
. i
H CONSTRUCT WALL-3
U) SEE SHEET ;r 26 ,a
19`• 1' I f
2s, R/W LINE
_ w
• ›_ 19' > : '� VALVE ASSEMBLY UNIT
d -
�. W STA. 185+86 LT - INSTALL:
4 l- I0"X10"X 8" C.1.8SS TEE (L.A.STD.)
t o 0 2- 16"X10" C.I. LEB REDUCER (A,W.W.A_ STD.) 10"VALVE
'o ,,,1 1— 12"X 8'1 C,I. LEB REDUCER (A.W.WA. STD.)
J - 2- ALHAMBRA FOUNDRY A3004 C.I. VALVE BOX EXTENSION. I* ,�
i� I Ii' I Iw � �� 14"
X 5"SHAFT WITH "WATER" COVER FOR 60"TRENCH DEPTH OR EQUAL.
a _ 1- 10" IRON BODY,DOUBLE DISC GATE VALVE, LOW PRESSURE, . a,
Fes- - BRASS TRIMMED, NON-RISING STEM, HUB ENDS, CRANE x' 798 OR EQUAL. r
1L'-; 1 - 8” LIGHT STANDARD, IRON BODY,DOUBLE DISC, GATE VALVE,
I BRASS TRIM MED, NON--RISING STEM, HUB ENDS, GRAN E* 777 OR EQUAL. P 8"VALVE
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FUTURE CURB L.d:N E a CATCH BASINS
R/W LINE DROP INLET a , ,/ .
�, R/W LINE
- _ / in
o 'In % 100' TAPER EDGE OF PAVEMENT--- IA
X » EDGE OF PAVEMENT-ti _ y OAK , T - --- - - - _ - - - -- - - ---- - ---- - - .-... __ _ - - - - - -- - - - - - - --- - - - - - - _ _
__ - -r - WESTBOUND LANES
LD to
- - - DOUBLE STRIPED.._--------- •--_....._ - - .r _.. -- -.. __ 'tu Ir _ _ . _ . 191
Y a l80 N 181 182 l83 ro
i84 185 �( i 1�7 ►
71.- „ l'
--� - - - --cu ts1 SURVEY - - - - - - - - - - - - - _ - _ _ _ --to
:Isa 189 -
1.1
Mco CO - -- -- --to --.-SL., -- - - --- - - -- - ---� — — — �'-- — f~ - - - -
�'. EDGE OF PAVEMENT-,,,,-" T'
Y R/W LINE ' . ` too' TAPER 4LS-
1 DETAILS OF INTERSECTION
• < 8s TRANSITION
TRANSITION u, 121
: . -I
, , i WILLOW
.....
. AVE•
; x . . .
5271 -23
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