HomeMy WebLinkAboutS-392312w
Q
z
u
w
D
O
w
0
U
(n
m
N
v
0
N
O
N
ai
E
0
0
0
I
U)
I
Ln
O
c0
i
0
0
Ln
Ln
O
Q0
i V3
O
O
O
w�
a r
Lu 4;
N
co
i
0
uj
I-
v
rr
Q
n
z
Q
LL
LL
Q
Q
rr
J
J
Q
�oo��00000000000000000
CO
0+79
L=36'�
RIM=424.86423.
IE=418.68418.
SLOPE=8.9% .
CO
0+44
L =19'
RIM=423 58 423.51
IE=417.58 416.85
SLOPE=18.5%
''!
IE=418.30
SLOPE=12.2%
ASBUILT SEWER AND WATER PLAN AND PROFILE - ROAD A
FOR
ALL UlM AT TIFFANY PARK
PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21,
TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON
CO
- n+n7
SEWER NOTES: NOTE:
1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS
NOTED OTHERWISE. 1. MINIMUM OF 10 FT SEPARATION BETWEEN
SEWER MAIN AND WATER MAIN. MINIMUM OF 7
2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC FT BETWEEN SEWER MAIN AND STORM LINE.
SDR-35 @ 2.0% OR GREATER SLOPE.
3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE 2. MINIMUM OF 12 IN VERTICAL SEPARATION
SAME MATERIAL AS THE SEWER MAIN. BETWEEN SEWER LINE AND OTHER UTILITIES.
IF THIS IS NOT POSSIBLE ETHO FOAM
4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 PADDING WILL BE PROVIDED.
i
i
i
♦
♦
♦
♦
i
i
66
432.90
rM]
..
NOTE:
ROADWAY FINAL SUBGRADE SHALL BE
ESTABLISHED AND COMPACTED BEFOREPVIFX/
THE INSTALLATION OF WATER MAINS IN
ALL CUT OR FILL AREAS.
'
■
1
;
_
PVI
STA _ 22+49
_
_ I 00-00
200' VC■
4
■
1
1
■01CN
1
■
o
■4
Pq
w
1
w
■
1
42
w
4
o
Z
1
1
o
■
_
_
42
41
1
_
_-___
1
-
■ L1J
"
_
■
18" STORM2
1.31
SSMH#16
-
N:171 671.60
_ 2 E.1309135.34
6.58%
F P
TYPE 1-48' SSMH417 TYPE 1-
_ -
4
_ _
-----
_
-�(nl
` _ ■
410
■� 1 STA. = 33+05.01,
1 RIM =
■ IE _
IE =
JJ - iE= 410.3(6"E)
171.75',
424.00
(8" SE) 41 .
(8" NW)41 .
LT STA. = 22+51.64, 4.00',
RIM =425.87 425.
IE = 417.87 (8" SE)
IE = 41-6.97 (8" N
RT
415.07
)414.97
- ■
Ill■
zl
IU
IQ
■
-
=
UI
■
QI
IN
400-
O
N
■
1
N
Irj
N NN
EXISTING GRA
@ CENTERLINE
PROPOSED GRADE
CENTERLINE
I' GO Lf) N Cn
M N M �► 5 N
cV N cV N N
L
0� O
N) N
N cV
ROAD A RESIDENTIAL ACCE
t0
LO
N N
�
N O
CDtC
N
t0 N N
O M O 0) I
CD n m n 00
N N N
N
00 I�
N
N I T
r-
N
n N
CD (0
N �M
�
4
IN
IN
4
N N
Ln
CDLc�
M M
HORIZ. "=20' - VERT. 1 "=5' 25 MPH DESIGN SPEE
t0 N N
N c0 I� CO M N
4 O ct O L'j
NN N N CIA N N
� � � � � � � �
N
M
p Ln
VERTICAL DATUM
CITY OF RENTON, NAVD 88
22+00
23+00
24+00
BENCHMARK
FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONC
INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857
EL=413.38 (JUNE 2013)
FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH
ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE
2014)
SURVEYED:
BCE
SCALE:
HORIZ: 1 "=20'
VER: 1 "=5'
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
DESIGNED:
BJT
2
REVISED PER CITY COMMENT
BK
1/20/1
BJT
DRAWN:
RAG
oNE INCH
1
ASBUILT
BK
11 2 18
/ /
BJT
CHECKED:
RAG
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
APPR
APPROVED:
BJT
j
25
[15
10
35
L11 11 �•_ ►_.y
QIE 12" SD=421.30
T/P 8" W=420.20
QIE 12" SD=421.23
T/P 8" SS=417.00
QIE 12" SD=424.85
T/P 8" W=423.75
QIE 12" SD=424.78
T/P 8" SS=420.58
DSTA. 24+00.00, 7.00' LT
INSTALL:
1-8" GATE VALVE (MJxMJ)
OSTA. 22+20.20, 7.00' LT, 16.50' LT
INSTALL:
1-FIRE HYDRANT ASSEMBLY
PER STD. PLAN NO. 310.1
1 - 8"X6" TEE (MJXFL)
1 - 6" GATE VALVE (FLXMJ)
SITE PLAN KEY MAP a I
CONSTRUCTION RECORD
DRAWING
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE
APPROVED CONSTRUCTION DRAWINGS PREPARED BY
BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN
EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION
PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION
OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD
REVISIONS.
CITY OF RENTON
E�)EPAFiTMENT OF PUBLIC WORKS
APPROVED BY
APPROVED BY
APPROVED BY
DATE
DATE
DATE
,p 4 423 p ��
ss�ONA � ECG\
11/zo/zos
2
(N
Lij
0 U
z5;
zcif
O
N
QLij
J
a J
w
z
x
<
<
Z w
W
N
J z
Q
rr)
O
N
N
N
00
U Z
Z
00
N
CO
I-
00
j
of
Z
CN
Q-
I
I
w w
w
Ln
-
Liz
Z
0 Z
~
�lI-,
Ln
Ln
w %
w
N
00
Z
LLj
N
N
_J >
APPROVED BY DATE
DATE:
CITY OF SEWER AND WATER PLAN AND PROFILE 11 /20/2018
ASBUILT - ALLURA AT TIFFANY PARK FFIELLDBOOK:
ML
RENTON PAGE:
MAINVUE WA, LLC DRAWING N0:
Plonning/Building/Public Works Dept. 1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004 1
SHEET: 56 OF:6F
S - 3 9 2 3 12 IWI-131912131112