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A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
h
�O INT'X STA. 705+96.84, ROAD "E"
S.S.M.H. #H2-33, TYPE 1 -48" 0 4b (� \ = STA. 105+42.01, ROAD "B"
STA. 700+97.00, 5.00 LT. \
0' * /os
� 0
S.S.M.H. #H2-34, TYPE 1-48" 0
STA. 701 +96.45, 5.00 LT.
S.S.M.H. #H2-30 s�`�. PAD Q�
SEE SHEET SS-04 S p,9 EL.=502.30 OLAJ
64 65��
59 63 PAD xpo
O PAD 62 EL.=502.60
PAD
EL.=496. 0 PAD EL.=501.50 O
oo ho 60 6 EL.=500.80 O / O
x �
0 PAD PA 226 L.F.,
�0 O EL.=498.10 EL.=4 8.90 8"0 S.S
INT'X STA. 700+00.00, ROAD "E" i 0 \ 0 0 PAD
" / o x 4` OIL.=501.80
= STA. 903+31.07, ROAD D" i /; �� 0 N --'' , � �'' PROJECT BOUNDARY
SFF
0-1
- �- 6
40
- --- / k 73 L.F.,
S 8 S.S
102 L` PAD
S\ 8"o S.S \ -_ ��"� + EL.=502.70 PAD
04 74 CO PAD 67 EL=493.8
\ i PAD 0-)Q EL.=502.60 co PAD
PAD
-EL.=501.30 EL.=494.70
EL.=498.10 O S.S.M.H. #11-112-36, TYPE 1 -48"0
95 L.F., coo - - 68 STA. 705+00.00, 5.00 LT.
8"0 S.S p t1 PAD
69 EL.=494.69--'"
-'
AD
73 70 EL. P493.30 - "�
PAD S.S.M.H. #H2-35, TYPE 1-48" 0
PAD 72 71 EL=500.70 �G
EL.=497.20 PAD PAD TRACTG STA. 704+25.07, 5.00 LT.
EL.=498.40 EL.=499.00
STORM DRAINAGE FACILITY G
MINOR ACCESS ROAD E
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In
In
In
In
530
INT'X STA. 700+00.00, ROAD "E"
= STA. 903+31 ,07, ROAD "D"
FINISHED GRADE ELEV @ INT. = 496.88
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
510 1
500 1
490
480
470
L.P.
ELEV =
496.13
L.P.
STA =
700+50
PVI
STA =
700+50
PVI
ELEV =
495.88
A.D. =
4.00
K = 12.50
50.00'
VC
+
00
+
00
PROPOSED GRADE
o
co O
(D (g�
o
rn� o
�
m
w w
w ORIGINAL GROUND
102 L.F., 95 L.F.,
8" 0 PVC SDR-35 S.S. 8"0 PVC SDR-35 S.S.
@ S=0.40% @ S=1 .49%
S.S.M.H. #H2-30, TYPE 1 -48"
RIM = 496,68
I.E. IN = 488.78, 8" 0
I.E. OUT = 488.68, 8" 0
S.S.M.H. #H2-33. TYPE 1-48"
RIM = 496.72
I.E. IN = 489.42, 6" 0
I.E. IN = 489.29, 8" 0
I.E. OUT = 489.19, 8" 0
H.P. ELEV
= 502.82
H.P. STA =
704+34.63
PVI STA =
704+34.63
PVI ELEV
= 503.57
A.D. _
-4.00
K =
37.50
150.00' VC
n
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0�
ui O
+ N
rn o
o
0 w
m
8"� PVC SDR-35 S.S. @ S=1.73%
226 L.F.,
J.J.IVI.FI."I-1L-J`t, I I rL
RIM = 498,71
I.E. IN = 490.81, 8"0
I.E. OUT = 490,71 , 8" 0
S.S.M.H. #H2-35. TYPE 1 -48"
RIM = 502.71
I.E. IN = 494.94, 6" 0
I.E. IN = 494.81 , 8" 0
I.E. OUT = 494.71, 8" 0
-dR"
700+00 701 +00 702+00 703+00
Of
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®CONSULTING ENGINEERS LLC b��\QN�Nc0 FIRST SUBMITTAL
33400 8th Avenue South w?
Suite 205 1 ®
I
Federal Way, WA 98003
FEDERAL WAY (253) 830-6113
www.esmcivil.com EVERM (425) 297-990a
EiLENSWRG (509) 962-2WO
Civil Engineering
Public Works
Land Surveying Land Planning
1 Project Management I Landscape Architecture
ESM
JOB # 1352-006-007
1 SECOND SUBMITTAL
2 MYLAR SUBMITTAL
43175 3 1 ST REVISION
F61S�?"0 �k� 4 REVISED MYLAR SUBMITTAL
L E N0. REVISION
99/19/13
L.P.
ELEV =
501.52
L.P.
STA =
705+50
PVI
STA =
705+50
PVI
ELEV =
501.27
A.D. =
4.00
K = 12.50
50.00'
VC
In
N I\
In
r-
r-
+
+
r-
In
Oo
LC)
0
0
In
w
w
mw
1 530
IN I X STA. 705+96.84, ROAD "E"
= 105+42.01, ROAD "B"
FINISHED GRADE ELEV @ INT. = 502.20
510
- --7 500
73 L.F.,
8 "0 PVC
SDR-35 S.S. S.S.M.H. H2-36 TYPE 1 -48" 490
@ S=0.40% RIM = 502.15
I.E. IN = 495.33, 6"0
I.E. OUT = 495.10, 8" 0
704+00 705+00
ESM
09/18/12
SURVEYED:
ESM
01/25/13
DESIGNED
ESM
01/28/13
ESM
09/10/13
DRAWN: DCL
ESM
09/ 19/ 13
r CHECKED:
BY
I DATE
APPR
APPROVED:
480
470
SCALE: 1"--50' HORIZ
1"=10' VERT.
50 25 0 50 100
S.E. 133RD STREET
Q, BRIARWOO
00 LEMENTA
n S.E. 134TH STREET
S.E. 136TH STREET
C
LIBERTY a
H.S. -� A-1
N V
S.E. 140TH STREET m
m
144
MAYWOOD
M.S.
KEY MAP
NOT TO SCALE
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 SIDE
SEWER CONNECTION DETAIL SHEET
SS-09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6-INCH @ 2%
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 12"
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:
GRINDER PUMPS SHALL BE USED IN
THE LOWER LEVELS OF LOTS 66 - 69
SANITARY SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH @ END
OF STUB
ELEV. @
S.S. MAIN
DOWNSTREAM
S.S.M.H.
59
1 497.10
491.10
489.32
S.S.M.H. H2-30
60
499.10
493.10
489.95
S.S.M.H. H2-33
61
499.90
493.90
491.86
S.S.M.H. H2-34
62
501.80
495.80
492.27
S.S.M.H. #H2-34
63
502.50
496.50
493.94
S.S.M.H. H2-34
64
503.60
497.60
494.94
S.S.M.H. H2-35
65
503.30
495.82
495.33
S.S.M.H. #H2-36
66
494.80
496.07
495.33
S.S.M.H. #H2-35
67
495.70
495.82
495.00
S.S.M.H. #H2-35
68
495.60
494.84
494.07
S.S.M.H. #H2-34
69
1 494.30
494.56
493.81
S.S.M.H. #H2-34
70
501.70
495.70
491.98
S.S.M.H. #H2-34
71
500.0
494.00
491.63
S.S.M.H. #H2-34
72
499.40
493.40
490.54
S.S.M.H. #H2-33
73
498.20
492.20
490.40
S.S.M.H. #H2-33
CHECKED FOR COMPLIANCE TO CITY STANDARDS
i
�
706+00 S
362125
SCALE: DATE:
"ERT'ANAVD19� HERITAGE PLAT 09/19/201 1 U=�0 HORIZONTAL: NAD AD 1983/1991 CITY Y O
SANITARY SEWER EXTENSION PHASE 2 PACE:
R E �J TO ROAD E PLAN AND PROFILE:
ONE INCH DATUM DRAWING NO:
AT FULL SCALE Planning/Building/Public Works Dept. STA. 700+00.00 TO STA. 705+96.84 SS-05
IF NOT ONE INCH
SCALE ACCORDINGLY
SHEET: 9 OF:1
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