HomeMy WebLinkAboutWWP2703621.54A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
CL INT'X STA. 10+80.58, SE 140TH ST
171ST AVE SE
N: 176649.35
E: 1324056.3
INT'X STA. 14+00.00, SE 140TH ST
STA. 36+53.16, 172ND AVE SE
N: 176630.16
E: 1324375.12
171 st AA SE 172ND AVE SE
I I I
PID # 7229800455 I
co
HOUSE #13854
o 0 �I I I FINISHED FLOOR ELEV.=484t
�
• 359.4
� N (n O I s3 S. s '
z w + --- o i
U W - _ 1�
Q -- 1.
LLj
00 --- - - -
0 00
z
-- ( -
w I - --
H W= I I o
x C/)0
w W Q I ( S.S.M.H. #H2-03, TYPE 1-48"0 I
cf)�5.99 � PID # 7229800460 I
w STA. 10+76.30, 5.87' RT. VACANT LOT i
AS -BUILT CERTIFICATION: !
(r LOCATIONS
HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE THE FLd
RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY
DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK �yf
&^ 'o "� S.S.M.H. #112-04, TYPE 1-48" o
PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED Zl snA. 14-36T248'R.
e PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY a
EITH EXPRESSED OR IMP IED STA. 14+35.75, 3.74' RT.
u . ,OA'!L lops S.S.M.H. #H2-05, TYPE 1-48"0
o s`T�4 , G n 1 r) 1;Z 9 1 R .
C/)` DATE: l y STA. 14+48.62, 19.82' RT.
�
Q
J
'w
V
Q
ROAD A
SEE SHE .F ` INT'X STA. 19+93.97, SE 140TH ST
\ / / STA. 100+00,.00, ROAD "A"
TRACT E / TRACT F i01
'
WETLAND 1
I
� �
PROJECT WETLAND ORM DRAINAG _
20.6 Pi BOUNDARY P3 50' r FACILITY
8"o S.S S.D. VAULT WETLAND'
BUFFER'. 86 85 Q
o
., Cn
15+00
I 1''+00 r- w
- �--_------ N try
WATER MAIN - - I Q
u)
326. 0 MAINTAIN 5' 30.2 216.1 _
3 24 L. F. , SEPERATION 2-9-L.F. , 2+5 L F. , - - - - W p
Z
8 0 S.S BETWEEN $ 0 S.S $ 0 S•S PROPOSED 360.7 �}
SEWER & GAS EDGE OF 3fr+ L.F., J `'
PID # 7230200020 MAIN PID # 7230200040 PID # 7230200060 PAVEMENT 8"0 S.S = w
HOUSE #17213 VACANT LOT VACANT LOT FINISHED FLOOR PID # 7230200080 PID # 7230200090
PID # 7230200010 ELEV.=479f PID # 7230200030 PID 7230200050 HOUSE #17261 HOUSE #17467
HOUSE #17203 VACANT LOT HOUSE #17237 FINISHED FLOOR FINISHED FLOOR Q 11.i
FINISHED FLOOR FINISHED FLOOR ELEV.=482t ELEV.=484f LL1
ELEV.=480t ELEV.=477t N
S.S.M.H. #H2-06, TYPE 1-48" 0 " „
Te , � �� �� , � .,, nT S.S.M.H. #H2-07, TYPE 1-48 S.S.M.H. #H2-08, TYPE 1-48
"0
4 4z3-��, 1 4.9 R . `:FA. 1� +4z3. 95-9.99 L4.. STA. 19 1 88.9? 19.99 1 T
STA. 17+74.63, 19.58 RT. STA. 17+73.60, 10.62' LT. STA. 19+89.70, 8.76' LT.
SE 140TH ST
04
00
Q
OD
N
r'1
►m
00
t0
CIDm
eq
to
00
�1
rN
00
O
00
to00
m
to
e0
PA
m
m
03
to
OD
m
0
In
M
O
O!
0)
00
0)
rn
00
o0
06
OD
O
r-
M
111
r
00
00
00
00
00
00
r
P\
r-
P\
�
r-
I\
r-
00
00
00
00
00
It
It
�
It
It
I-
10� INT'X STA. 10+80.58, SE 140TH ST STA. 10+98.20, SE 140TH ST INT'X STA. 14+00.00, SE 140TH ST
w
= 171 ST AVE SE BEGIN IMPROVEMENTS = STA. 36+53.16, 172ND AVE SE
FINISHED GRADE ELE
510
f fl
O'
C
+ 490
= N
cn •
CAIH 480
w
Z
w = 470
wo
4", _
✓ @ INT. = 485.46
ORIGINAL
GROUND
@ 1
r;±
ELEV = 485.33 FINISHED GRADE ELEV ® INT. = 479.69
PVI STA = 12+00 PVI STA = 13+75
PVI ELEV = 484.32 PVI ELEV = 479.94
A.D. = -1.50 A.D. = 1.50
K = 50.00 K = 50.00
75.00' VC 75.00' VC
O
O
O
N
(D
to
00
U�
cD
I�
M
r-
+
00
M
Pri
r7
T
N
M
J
w
m
�
w
-1 nnq
L.P.
ELEV
= 478.97
H.P. ELEV
= 479.42
L.P.
STA =
15+00.53
H.P. STA =
15+95.27
PVI
STA =
14+92.92
PVI STA =
15+95.27
PVI
ELEV
= 478.76
PVI ELEV
= 479.51
A.D.
= 1.74
A.D. _
-1.47
K =
57.61
K =
33.98
100.00, VC
50.00' VC
N
00
o
co
00
In
r- �
N
O
(V
In +
0)
J
U
W
w
w m
- 09'
00
af
-
Q
N
Ld
359.4 369- L.F., 8"0 PVC SDR-35 S.S. @ S=
0.34%
in
14-
00
S.S.M.H.
H2-03 TYPE 1-48"
(6
o
6
RIM = 484.82
+
+ w
I.E. IN =
466.66 8"0 466.54 E
�W)
► U
o
0
�
`-
V)
.0-
r 3
I.E. OUT
= 466.56 8"0 466.44
HX Fa-X Fa-X
(n w ow (n w
S.S.M.H.
H2-04 TYPE 1 -48"
RIM = 479.15
I.E. IN =
468r2E), 8"0 467.95 (SE
I.E. OUT
= 468.1 E) 8"0 467.76 (W
20.6 m"G- L.F. ,
8"0 PVC SDR-35 S.S. -
@ S--G-44 s 0.53%
10+00 1 1 +00 12+00 13+00 14+00
..�
INT'X STA. 19+93.97, SE 140TH ST
rv1 31/1N =
LU1r101r./(
= STA. 100+00.00, ROAD "A"
PVI ELEV
= 484.37
FINISHED GRADE ELEV @ INT. = 483.21
A.D.
=
1.73
L.P.
ELEV
= 478.55
K =
28.96
L.P.
STA =
17+49.22
50.00' VC
PVI
STA =
17+52.86
PVI STA = 18+54.71
PVI
ELEV
= 478.36
PVI ELEV = 479.22
A.D.
= 1.59
A.D. = 2.01
K =
63.02
K = 24.89
100.00' VC
50.00' VC
10
00
00
In
0) (D
to
N
r7
tD
�
(ID
O +
In
00
�
O
r,
NO
r
_
^
N 't N
w
O
r)
O
r'?
^
�
O 0?
C� w C►J
r,
w
rn
N
rn
C)
w
v
w
N
0i
o> PROPOSED GRADE
00 It
In
c+o
't
00
r-
>w
�w
�W
�W
m
0.74%
-0.7490
0.8
9'
IIJ 5
3r00
S.S
S.S. @ S=
PVG SDR-3
0
8 @ S= 4 27%
„0
PVC SDR-35 2.18%
w..
11 326.0 32.4- L.F'., 8' 0 PVC SDR-3b 216.1
0.35%
30.2 � L. F. ,
0 ao 8"0 PVC SDR-35 S.S.
4 6 @ S =6-4830
+ + 0.30%
1QX HX
V) w 0
S.S.M.H. H2-05 TYPE 1 -48"
RIM = 4�18.51-
I.E. IN = 468-38,, 8"0 468.21 (E
I.E. OUT = -468.26, 8"0 468.06 (NW)
GAS CROSSING,
APPROX. 4' DEEP
15+00 16+00
CONSULTING ENGINEERS LLC
/y'l�ey �y
2
MYLAR SUBMITTAL
IMMII33400 8th Avenue South I ® I I
Suite 205
3
1 ST REVISION
WARNING
4
REVISED MYLAR SUBMITTAL
Federal Way, WA 98003
FFDOGL NAY (233) e30-6113
5
ASBUILT SUBMITTAL
THE UTILITY LOCATIONS SHOWN
www.esmcivil.com E"Mm (425) 297-990a
Civil Engineering Land Surveying Land Planning
,� 42334 �
C�$TE
ARE APPROXIMATE ONLY. DEPTH
Public Works I Project Management ( Landscope Architecture
`
S
�
6
ASBUILT MYLAR
UNKNOWN. CALL 1-800-424-5555.
ESM JOB #1352-006-007
�L'/q
No.
REVISION
17+00
ESM
01/28/13
SURVEYED:
ESM
09/10/13
DESIGNED:
m
ESM
09/19/13
ESM
06/24/14
DRAWN: DCL
ESM
07/16/14
1
CHECKED:
BY
DATE
I APPR
APPROVED:
S.S.M.H. #H2-07. TYPE 1-48"
Z&
I.E.
IN =
469.99, 8"0 469.74 (E
I.E.
OUT
=-469.89, 8"0 469.67 S)
S.S.M.H.
#H2-06, TYPE 1-48"
RIM
=-4:7:�-85-
I.E.
IN =
469-i8, 8"0 469.58 (N
I.E.
OUT
= 469.68, 8"0 469.35 k W)
18+00
19+00
S.S.M.H. #H2-08. TYPE 1-48"
RIM = 482.86-
I.E. IN = 474-90 8"0 474.58 (E
I.E. OUT = 8"0 474.46 ?W)
I.E. IN = 474.52, 8"0 (N)
20+00
21 +00
510
f fl
O
O"
I
Och
490 +
r La
N w
N
480 H
w �-
Z
470 = W
W
460
450
z
m
S.E. 133RD STREET ro a)
�C z m
�m m
Q
S.E. 1341-H S7 T {
n a
S.E. 136TH STREET
m
LIBERTY
H.S. -
m m
m
n I
S.E. 144TH
MAYWOOD
NOT TO SCALE
n
SCALE: 1"=50' HORIZ.
1 "=10' VERT.
50
ri
NOTES-
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT-01.
3. FOR SIDE SEWER CONNECTIONS SEE SII
SEWER CONNECTION DETAIL SHEET
SS-09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6-INCH
SLOPE FROM MAIN TO RIGHT-OF-WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 1:
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
NOTE:
SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
AS -BUILT
CHECKED FOR COMPLIANCE TO CITY STANDARDS
SCALE:
DATE:
VERTICAL: NAVD
1988
HORIZONTAL: NAD 193/83/1 991 CITY Y O F HERITAGE PLAT 07/16/201
Q�
�� SANITARY SEWER EXTENSION PHASE 2 FIEDWOK:
R E N TO N SE 140TH ST PLAN AND PROFILE: DRAWING NO:
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept. STA. 10+00.00 TO STA. 21+50.00 SS-06
IF NOT ONE INCH
SCALE ACCORDINGLY
SHEET: OF:
10
15
0 0
a o
C
�m
c D
zz
y
0
EDr
mn
Ln
z
I z
0
I
A
m
C
T9
ca
W
m
x
m
a
G�
t17
b
t-'
�>
z
a�
aC n Y
�
oCn
7�
x
N
°z
w
1 0
v
o
m
�o
z
1•
0
I