HomeMy WebLinkAboutWWP2700143.4f- 5'
x-x-x-x-x-x x-x--x x-x-x-x- - - - -x'► `.
M.H.#S t
14 i ry -` I ! MATCH LINE I Sta. 1+85 W
25 24 q SEE SHEET 5
--�I_ x.---- I O' E S MT. Z i tt
1 t
x x x x x x x xx x -x x x x-X .x x_ '-
5
x I I x I t
x
I ! I I Ix I I a_ x O
! ! ! I I I`cnI
I I
! x — 11
! 11 I I O XI I
x-x ! � U
N �
4 I I x I = x
I ! I I I o t ! � I
1"M
1 Zi
ti. I I i
I N I
O I
I'=I
I 1
I � I
I I
10' i I
I I
I I
I
I I
`tl I I I X ! ® I I x ® I �i �. .\ I
I I 2 415 1 1 1 i 1 I 1 1 ® ' ® + I I I
x 1 I' \ * EXISTING 8 CONC. I I
If) I i `c:• +\ SAN. SEWER '
2419 2507 I I 2603 —
2609 261I I I 26152711
I t� w I ► �C a M.H.# 3 ! I I x I I
If I I f M.H.# 4 d m I I I 1 i I I ® o i a l d 2715 `L: 2717 t * MANALE, Sta. 8+55 I 1 i 1 I x—x-x ! ! QLSta. 10+80 W + * t I I el o t I , ° i o (Makeo I I I o Conc a Con Gra.l d �9 Conc. Conc. Con I I Conc Asph, o Con Conc. I o 120 120 0l _._____._.___1—____.._.____ 5 tt12Culverti m n 2,_ °oM25' N Edge of Asphalt ° 12 Storm• Cul.e�t I I iv ...I 3 v i Culver .. .•.....IN N N'•............... ,5LLI•�.... ... '• ..�,. N N • .!• r .r. ,� 12 Sfiorm Culvert
' I
------- --- -- ---- -----
-- tt t tt
�w -- - L = 225' - CONC. PIPE L = 290 8 CONC. IPE _ _ I
_ o« a a M I ° M M a 9 �L = 305 - PE* _ L = 260 - 8 CONCH PIP 14' I9'
8 CONC PI E
=N- - __ M`. M * MEADOW w M *_ AVENUE '9 M4. NORTH - 25,
F- - -W 6 w- .. ----W---------- -
-- - -- w ------ - 6 W_-==-------------yu-------- W __� w=- w --w w -- -- -------- _ -
------
Q W ' I I 25 N I I - -I a - -� W W --- - - -W - - - - - - W'== - � W
_ ,° x--� ix—x—x x—x— : x—x—x—x- jx—x- X T — T— -- - T • — T ----- -T - - ---- T -----T - - -- T --- T`
cn-
, _ _. -- _ _ -
I I I IGra. 9.1 ! ao e j v _- . v , u o . Conc. CDa Conc. �" # 1 y _'rM
I & N 1 < , g1Gra 1 °' Grave! a •I e, ��► ml y 9 d ha
o a ° Con..• Conc I A M. 2 p o h M.H
t a I P P Conc. •Conc. Con. I I
! I x o j I I ! ! a Sto. 2 460
1 2422 I I I Sta. 5 +65S
rr
2418 2502 _L I I Sta.O+OOW { 2616 2716
I i 2506 2704 2710 2712
i 2504 I 1 2510 2604
I I 2610 ! ;
j I
PROFILE
250'
I 2418 I
2415 1
225'
200'
/_ M.H.# 4
1 2419 1
I 2422
12502
L
225' S,` 6. ;60
INV. 239.00, 6 CONC
P/PE
@ 0
14
W. S. H. D.
INTERSTATE 405
*NOTE*
ALL WORK SHALL BE PERFORMED
IN ACCORDANCE WITH A.P.W.A:
SPECIFICATIONS.
w
w
M. H. # 3
1 2507 J cD S 3.26 0
—J Z _ 8" CONC. PIPE
f ® —� ...
)j i
Ll
i6 i1 �
CITY OF RENTON
1 ENGINEERING DEPARTMENT
NOTE : Existing 8" Conc. San. Sewer 8, Existing Manhole
To Be Constructed By Others On or Before May 1970.
NO.
' 4. H. _5
225'
"As Burcr" 10 - 9- 70 R.E.J.
REVISION
�' I 1412 I INV. 219.00 (216. 89' As f3adt)
INV. 213. 10'
2504 I 2506 -j _ PROFILE OF TRAVERSE W. FROM M.H.+ I I (Sta. 5+65S)
\�� I 2603 1 1 2609 1
1 2510 ���-I M.H.2 I 2611 !
2604 - I 2615
INV. 224.731 L _ --7 2slb - -_ _ I
290 _ 8t� S= 3 99 �--Y----- 2616 1
\\\—INV
CONC /O j—_2704 1 _j 2711 I
PIPE
S = 3_22 °/a
INV. 213.10' INV. 212.90' L = 305' _ 8" CONC. PIPE
Scale: Horizontal 1" = 40'
Vertical 1" = 10'
BY IAPPR.I DATE
225'
/_ M.H. I
710
SANITARY SEWER L.I.D. 265
Meadow Avenue North
DESIGNED T.D.Gibson DATE 6-2-70 FILE NO2-3-2
._
DRAWN R . E. Jensen A
��/ SCALE PLAN- 1"--40' FIELD BOOK---PAGEI"7
CHECKED _
APPROVED-- G Sx SHEET_ 2 OF I
ASS" --CITY ENGINEER
Make Existing Manhole Dr0 M•1
Inv. 194.10'
/1 2712 I
2715 , 1 1 2717 1 1 2716 1
INV. 203.20'
S = 1.17 %
L = 260' - 8" CONC. PIPE
EXISTING 24" STORM LINE
INV. 203.00'
INV. 200.00'
5-143
200' *..:
1 - 2/II I
-143 1 2-3-212
KEU FFEL . ESSER CO.