HomeMy WebLinkAboutS-409701/
O
O
O
Z �
B 2
EL.
1 1"=20'
0 10 20 40
--------------
FND. REBAR
CB TYPE 1 & CAP CNW
RIM=424.07' LS#18913
IE 12" PVC N=421.47' 0.AV0.5'W
IE 10" PVC W=421.64' OF LOT CORNER
BOTTOM=420.85'
� _�7 1 / h
�—M——
M—M
��MVMLVL---
_M6FMI
DRAINS
IL—G—G—G—G—G—G—G�4
I
---1-------------
------------------
WATER ZIpO
WATER
METER cn
�10
METER
of W 1� J
z
Q L_ I� O
7_1
fW— }}U I� z
O U
_
�i
F
dE 1N
Z
U
U
Y
cr�O
S
W
W W LrI
a- I�
uj
Z
r- O
�`
0)
_o
X
=1H U
g
Z
O U m
^(`lb
nn`J
NO W 10- 0
-
W
Ln
O U
�v J
�� c � J � � ��
`
000
X Qp I� `.
w
O
��
En
W of
I ' l
O
Of
o'
a-
1
z CL
I
I
X
LLI
U
U
1
SS — SS — SS —I SS — SS
SS —
SS —SS —SS —SS
SSMH /
RIM=430.14'
LADDER ON SW
IE 8" N=420.74'
I IE
6" SE=420.84'
I I
I I
I I
I I
I I
I I
I I
I I
n
,
I °J
� I
I I
I I
I I
I
I I
SEWER PLAN AND PROFILE
OF
DALPAY SHORT PLAT
A
PORTION OF
THE N.E. 1/4 OF THE S.E. 1/4 OF
SECTION
4, TOWNSHIP
23
N., RANGE 5
E., W.M. CITY OF RENTON, KING
COUNTY,
WASHINGTON
SSA
CB SOLID LID I � '� a; SSMH
°S I RIM=415.08'
v \RIM=417.83' os IE 8" PVC W=406.29'
as _ I I / / IE 8" PVC E=406.22' I as _ 0 3 o IE 8" PVC S=406.08'
N a\ N a aS as N as G 4
I
j R %MOND COURT E. 3 3 °S cl s
N (PUBLIC) I'
3�r=� -- CB RIM=414.39'
�, IE 12" PVC N=411.22'
IE 6" PVC SW=411.90'
CENTER=409.71' I
NO PARKING
��. J SIGN --.M M
�c�J STORM VAULT ��
0.;,J ,) n „ IRSI WATER METER
TOP=416.69' r _ r`
.' \- EX. PRIVATE 20' ACCESS
v &UTILITY EASEMENT PER
&NCAP REBAR
3 A� I �/ELDYKE II SHORT PLAT "AA
LS#40016 I SDMH I \ N I SEC#20110316900007
FND. REBAR I LOTCORNER
RIMMANHO E .�/I - ?P OX. LOCATION ONLY) n
& CAP CAW HOLDING MANHOLE 3 n
LS
I BOOM CENTER=397.49t
O.4G
SXO.2'W
I i 3
OF LOT CORNER STORM VAULT
PROPOSED ROCKERY TOP=416.70' 3 I
CONC. WALL
I
0�0
*0\
nok�
BENCHMARKS:
FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK
PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF 2 PER COR COMMENTS DATED 6/8/20 DC
AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 PER COR COMMENTS DATED 10/31/19 DC
STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF
RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 NO. REVISION BY
79+70
80+00
SURVEYED:
TSL
DESIGNED:
DSC
6/10/20
DID
DRAWN. DSC
12/2/19
DID
CHECKED:
DID,
DATE
APPR
APPROVED:
DID,
LnLf)
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
81+00
Xel
t�
81+40
C TY OF
RENTON
Planning/Building/Public Works Dept.
FND. 1/2" REBAR
& CAP LS#18098
0.4'E OF PROPERTY
CORNER
ROCKERY
O E.
�4
42009
F0/STF��`
S�0NA L ENS
9-21-20
o
V
.�
v!
3
s
S
�
.
vi
U-)
AA
if
�
W
N
�
M
Q
00
—
aQ0
N
t'-
3:
Lr)
�V)
C
Ln
a-7
N
/cyan
W
V 0
N
Y
N
r
R-409517
S - 409701
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
WASTEWATER UTILITY
L Ann Fowler 11 /13/2020 ' .�-
Po
00
00
DEVELOPMENT ENGINEERING 4�
n�n//
w
Nathan Janders 11 /12/2020 '�,
SEWER PLAN AND PROFILE
DATE:
6/18/19
�+
V)
Qp
DALPAY SHORT PLAT
FIELD
DALPAY PROPERTIES, LLC.
PAGE:
DRAWING N0:
4033 N.E. SUNSET BOULEVARD
00
0_4
U-!
RENTON, WA 98059
A
0
SHEET OF:
18