HomeMy WebLinkAboutWWP2703621.83A PORTION OF SEC 13114 & 241 TWP 23 N, RGE 5 E, WM, KING CO, WA
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SEE SHEET SS-04
MATCH LINE STA. 408+00.00
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STA. 409+00.33 EPLA+:_;E EXIST
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3." TYPE 1-60" 0
STA. 409+73.54
N: 177564.82
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E15' PROPOSED SANITARY
S.S.M.H. #P2-02, TYPE 1-54-0 � SEWER EASEMENT
STA. 100+16.14 EDGE OF PAVEMENT
N: 177449.94
E: 1322486.93 S.S.M.H. #P2-01, TYPE 1-60" 0
FUTURE SANITARY SEWER
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18"0 PVC SDR-35 S.S.
@ S = 0.40%
S.S.M.H. #P2-03, TYPE 1-48"0
STA. 100+00.00
N: 177450.59
E: 1322503.06
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THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
STA. 100+50.19
N: 177456.73
jE E: 1322453.56
PUMP STATION (OWNED BY
CITY OF RENTON)
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CONNECT TO FUTURE CITY
OF RENTON SANITARY
SEWER PUMP STATION
CONSULTING ENGINEERSLLC
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181S333rdStreet
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® ( 1 1w
Bldg C, Suite 210
1 �Y
Federal Way; WA 98003
FEDQtAL WAY (253) eSe-6113
www.esmcivil.com
EVERETT (425) 297-9900
ELLEN$BURG (509) 962-2606
Civil Engineering
Land Surveying
Land Planning
Public Works
Project Management
Landscape Architecture
ESM
JOB # 1655-001-01 1
409+20
445
440
435
430
425
420
415
0
FlRST SUBMITTAL
1
SECOND SUBMITTAL
2
MYLAR SUBMITTAL
REVISION
X TIN RAIN LINK FENCE
a
LIBERTY
HIGH SCHOOL
1 Hl' D I I
445
440
435
430
425
420
415
16 L.F.
18" 0 PVC SDR-35 S.S.
® S = 0.40%
POND IMPROVEMENTS ARE SHOWN ON LIBERTY HIGH l
SCHOOL PERFORMING ARTS CENTER CIVIL
CONSTRUCTION PLANS.
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1 L
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-03, TYPE 1-48" I ; L-----
RIM = 428.70
I.E. IN = 424.46, 18" 0
I.E. OUT = 424.36 18" 0
99+60 100+00
ESM 12/08/11 SURVEYED
ESM 01 04 12 DESIGNED:
ESM 01 /11 /12 eNfi
DRAWN:
DM
CHECKED:-- WW
I�
._ DA I t I A R P R APPROVED.
S.S.M.H. #P2-01, TYPE 1-60"
RIM = 429.00
I.E. IN = 424.22, 18"0
I.E. OU'L `= 422.92, 36" 0
I.E. IN = 422.38, 36" 0
I.E. OUT = 422.28, 36"0
100+40 100+80 - 101 +20
SCALE:
1 =20 VERTICAL: NAVD 1988 '� R CIT Y 0 E
O HORIZONTAL: NAD 1983/1991, 41
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH '
SCALE ACCORDINGLY
445
440
435
430
425
SCALE: 1„_20' HORIZ.
1 -5 VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
NOTES:
1, EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT-01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
4. MILLER GLIDELOC FALL PROTECTION
SYSTEM SHALL BE USED AS FALL
RESTRAINT DEVICE UNLESS OTHERWISE
APPROVED BY THE CITY.
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ELEMENTARY
SCHOOL
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SE 136TH ST
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SE 137TH PL� Ff
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LIBERTY
HIGH `t
SCHOOL =
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1 r-I r--�i r
SE 144TH ST
MAYWOOD
MIDDLE O
SCHOOL n
KEY MAP
NOT TO SCALE
420
S=3 62 1
83
415
CH KED FOR COMPLIANCE TO CITY STANDARDS
�
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DATE:
ISSAQUAH SCHOOL DISTRICT 01/11/12
SANITARY SEWER EXTENSION - P2
PAGE:
DRAWING NO:
PLAN AND PROFILE SS-05
STA. 409+20.00 TO STA. 409+73.54 SHEET: 9 OF12
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