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S.S.M.H. #11-112-08, TYPE 1 -48"0
STA. 100+ 10.00, 5.00' LT.
INT'X STA. 100+00,00, ROAD "A"
STA. 19+93,97, SE 140TH ST
SANITARY SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH @ END
OF STUB
ELEV. @
S.S. MAIN
DOWNSTREAM
S.S.M.H.
10
502.40
496.40
491.10
S.S.M.H. #H2-29
11
500.60
494.60
490.19
S.S.M.H. H2-27
12
499.90
496.90
489.91
S.S.M.H. #H2-27
53
499.80
496.80
489.71
S.S.M.H. #H2-28
54
501.80
495.80
480.44
S.S.M.H. H2-11
55
498.90
492.90
479.46
S.S.M.H. #H2-11
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
®CONSULTING ENGINEERS L L C
33400 Sth Avenue South
Suite 205
Federal Way, WA 98003
FEDERAL WAY (253) e36-6113
www,esmcivii.com EVERETT (425) 297-9900
ELLENSBURG (509) 962-2606
Civil Engineering Land Surveying Land Planning
Public Works ( Project Management I Landscape Architecture
ESM JOB # 1352-006-007
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
ROAD C
SEE SHEET SS-03
I I
2 114
I'--_--_- -- TRACT IF ----- -----_ + I 8
1 y--------- V_ --- E I
1
STORM D RAI NAG E
1 FACILITY F ----- .%
1 ----- -
-----------�
-_ _ ----
A
I 1 0 101 --
�_ _ 102+00 4+00 105+00
+ 103+ 0
137 L.F.,-
8 0 S.S LO 0
f j 86 1 56 ± N
+ 55 54
----1 I i
PAD PAD
SE 140TH ST ROAD D EL=497,90 EL.=500.80
SEE SHEET SS-06 SEE SHEET SS-04 240 L.F.,
8"0 S.S
S.S.M.H. #H2-11, TYPE 1-48" 0 S.S.M.H. #1.12-12 , TYPE 1-48" 0
STA. 101 +47.00, 5.00 LT. STA. 103+87.01, 5.00 LT,
INT'X STA. 101 +52.00, ROAD "A"
STA. 900+00.00, ROAD "D"
530
520
510
►. G
E:o
470
460
n
SCALE: 1"=50' VER
1 "=10' VERT.
12 �p�/� 50 25 0 50 100 P
EL.=498.90
PAD k / S
10 EL.=499.60 �iQ / ,p
x
PAD x��
EL.=501.40 N
p
XOO O
52
Q` 53
PAD
EL. = 498.80,
65 ' -
ROAD E
SEE SHEET SS-05
INT'X STA. 103+92.01, ROAD "A"
STA. 300+00-00, ROAD "C"
SUBCOLLECTOR ROAD A & SUBACCESS ROAD B
49 L.S.S.M.H. #H2-28, TYPE 1 -48"
F.,
8"0 S.S STA. 106+52.26, 4.55 LT.
S.S.M.H. #11-112-29, TYPE 1 -48" 0
STA, 106+00.96, 7.90 LT.
INT'X STA. 105+42.01, ROAD "B"
STA. 705+96,84, ROAD "E"
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PROJECT BOUNDARY
1
1 INT'X STA. 100+00,00,
ROAD
"A"
= STA. 19+93.97, SE
140TH
ST
FINISHED GRADE ELEV
@ INT.
= 483.15
L.P. ELEV = 482.18
L.P. STA = 100+54.29
INT'X
STA. 101 +52.00, ROAD "A"
PVI STA = 100+67.50
= STA. 900+00.00, ROAD "D"
10
PVI ELEV = 481.80
FINISHED GRADE ELEV @ INT. =
487.28
A. D. = 8.48
K = 5.89
0
Ln
50.00' VC
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1
ORIGINAL GROUND
@
=
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137 L.F.,
8"0 PVC SDR-35 S.S.
@ S= 1.00%
o.3.Iyl.n. itnL-U0, I I rE-
RIM = 482.80
I.E. IN = 474.90, 8" 0
I.E. OUT = 474.80, 8"0
g"� PVC SDR-35 S.S. @ S =1 .93%
240 L.F.,
-48" S.S.M.H. #H2-1 1 , TYPE 1-48"
RIM = 486.85
LE, IN = 476.37, 8" 0
I.E. OUT = 476.27, 8" 0
H.P. ELEV
= 502.70
H.P. STA =
104+87.37
PVI STA
= 104+20
PVI ELEV
= 504.65
A.D. _
-8.48
K =
30.06
255,00' VC
INT'X STA. 103+92.01, ROAD "A"
=STA. 300+00.00, ROAD "C"
FINISHED GRADE ELEV @ INT. = 501.19
INT'X STA. 105+42.01 , ROAD "B"
= STA. 705+96.84, ROAD "E"
FINISHED GRADE ELEV @ INT. = 502.20
S.S.M.H. #H2-29, TYPE 1 -48"
RIM = 500.87
I.E. IN = 491.10, 6"0 49 L.F.,
I.E. OUT = 490.87, 8116 8" 0 PVC
SDR-35 S.S.
@ S=1 .00%
S.S.M.H. #H2-28, TYPE 1 -48"
RIM = 499.91
I.E. IN = 490.38, 8"0
I.E. OUT = 490.28, 8" 0
S.S.M.H. #H2-12, TYPE 1 -48"
RIM = 500.93
LE IN = 481.1 1, 8" 0
LE. OUT = 481 .01, 8" 0
100+00 101 +00 102+00 103+00 104+00 105+00
IS % 1
SURVEYED:
SCALE:
0
FIRST SUBMITTAL
ESM
09/18/12
VERTICAL;VO 1988
1
SECOND SUBMITTAL
ESM
01/ 25/13
DESIGNED:
M
-50)
HORIZONTAL: NADt 9B3/1991
2
MYLAR SUBMITTAL
ESM
01/28/13
a'
3
1 ST REVISION
ESM
09/10/13
DRAWN: DM
43175 O �
G/STIE 4
F�s/0���
REVISED MYLAR SUBMITTAL
ESM
o9/ 19/13
CHECKED:
� ONE 'NG" _ J
AT FULL SCALE
DATUM
�
IF NOT ONE INCH
SCALE ACCORDINGLY
9j 1013 N 0.
REVISION
BY
D ATE A P P R
APPROVED:
/- PROPOSED GRADE
106+00 1 t
CITY OF
REE TC
Planning/Building/Public Works Dept.
I / ,J
M71007
520
0
0
0
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510
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500
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480
S.E. 133RD STREET
BRIARWOOD----
LEMENTAR �---�
n �J S.EL4TH STREET
f m� S.E.I136TH �C
STREET
LIBERTY m
H.S. ,M7 m]
S.E. 14OTH '
STREET
E. 1
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.
470 S-36Z 12
460 CHECKED FOR COMPLIANCE TO CITY STANDARDS
p ,
Tr C
DATE:
HERITAGE PLAT 09/19/201
SANITARY SEWER EXTENSION PHASE 2 FIELDBOOK:
PACE:
ROAD A & B PLAN AND PROFILE. DRAWING NO:
STA.100+00.00 TO STA. 107+50.00 S S - 0 1
SHEET: OF:
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