HomeMy WebLinkAboutTED4001830.7WARNING
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY.
DEPTH UNKNOWN.
CALL 1- 800- 424-5555
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Connect To Exist 24'¢
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S.D Pipe Per Detail On
/5 ,Contractor To
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Prior To Construction.
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METER
NOTES
1. Unless shown otherwise, Catch Basin
offsets are to centerline of grate.
c-e# 9,Tyoe =
Sta. 40*75, 17.25'Lt. 2. Catch Basin grate elevations shown
are 0.8' below flowline elevation.
3. ?Sail service and access shall be
maint-ained at all times.
4. Mailboxes that are temporarily
removed shall be relocated per
King County standard Drawing No.18.
T, 23 ! -v ., R . 5 E.- .
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6
P Pi•Remove Ex. Asoha/f Sawcut Ex. DrivePvov
6-P.P. NO. A Directed 6y Engineer
L F, 8'0 i 2732
— EDGE OF OILED SURFACE
S.D. _24 S.D.
_ - G ---- 4 _- - S�� 0.� _ . �-- S.S._ ...
SS
ENT 8 Adjust To Grade M. H.
41 N 00 28' 42"W 42
30 L-F•, 811#
Alkjialoririy
i
EDGE 020RAVEMENT — -- - W.M. t
- - - -- W.M- --- - -- --
I ABANDONED 20
- Conned To Exist S.D.
M.H. , Contractor To
l/erlfy Location -9 !overt
Prior To Construction
1Hd�, t To Grade.
Conned To Exist S.0 M-h
COntraCtar To lierity
Locotion lnvert Prior
To Construction. ,
tR = 2865.00'
Q = 60 44' 27"
L = 337.07'
T = 168 - 73' Ao;�st To Grade
T•6'.E/.-93.30
62�
P. P. NO.
STORM M.P. 18
ZT OP 5 59
G--
-FD•'P.K.' NAIL 43
W/STRADDLES F
16G -
W.M.-
�?P. I �/ METE \\ r9dJust To Grade WATER)'
�P.P• I 1
�j METER
PUGET POWER BOX
C.a-# a , ripe �
s r✓ 56, 17.25A5 '
Sta• 40 t 53
N
14,
*1
/rrsto// Type I Seo,-
Guard Rai/ w/ Des�9n
G Terming/ Section-
CBoth Sides) 120 L . F t
-Remove EXi.st. Asohalt I 184 L./' /2"0
TEL.PO E �I 4'CULVERT
% Warp Pavement cl SA• _ I. E. = 83.80
NO 29 OW
Section, S= 3.0
-: 0)
4'-
�L
--- --- - N
8'r TOP= 92.72 ---�-
iI
e d ra -uelsG 0
. E -� 88 89
f
T
I d
r` 341-F, 8'¢
44
G.
16 _
G -
W.M ----
16 1 • • 0,- ABANDONED F! I Pn
90 --- '#RANT I I
Construct 20'
0 Depressed Curb
Remove Exist (Alt)
ffe�' e RAVEL
9 DRIVE
`h
AS P HALT Construct 20 ASPHALT \
DRIVE DRIVE
(Alt) Remove Ex. Asoha/t
G.B. # /D , Type IY
SrO. 4 2 t31. 5 , 17. 25 Rt.
� I
LCONCRE GRA EL
NORTH D IVE D IVE
I Construct 20'
De r•esSC�o curb
--b I I
4"CEDAR PPP
I
4'CULVERT 24 FIR
i. E. = 79.30
/nsta// Cemenl Concrete
Extruded Curb C.9etween
Sta- 44 */7 To Sfa. 45�00)
+,
�
I CD
!y/IRP Povement
lSJ
Section, S= 3.7%
z
N
0
_ _
a
V)
W
d
%ransition Shoulder Cross
Q
S/ope (20'). /nsta// Cerrrend
Q 0
'�
Concrefe Extruded Curb (25L.F.)
T
/ w , 40
1/ �XAINNED MAR 2 8 ZC03
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FERGUSON 6 SONS INC 81518