HomeMy WebLinkAboutWWP2703621.39A PORTION OF SEC 13, 14 & 247 TWP 23 N, RGE 5 E, WM, KING CO, WA
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WARNING.
15' CITY OF RENTON
SANITARY SEWER
EASEMENT
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430
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APPROXIMATE LOCATION OF S.S.F.M. REMOVE EXISTING TREE.
SANITARY SEWER FORCE MAIN TO BE FIELD NO TREES ALLOWED IN
LOCATED BY CONTRACTOR AND ESM PROPOSED SANITARY
STA. 402+27.75, 2.41 LT. SEWER EASEMENT (TYP.)
N: 177664.73
E: 1321944.01
1-8" BEND (MJXMJ)
1-CONC. BLOCKING 403+00
PROPOSED
�8" o PVC C900� 404+00
/ \ S.S.F.M. ~'�
404+41.99
\ \ \ \ TA 177632.79 N4 ---- -1
\ \ 1322144.63 E. ' Z'''" Z ^
\ .
N: 177651.39 -� --.,
E: 1321974.68
S.S. CLEANOUT
_ STA. \
STA. 401 +71.26, 9.94 RT.
N: 177634.44
E: 1321894.78
1-8" BEND (MJXMJ)
1-CONC. BLOCKING
BASEBALL FIELDS
\\\ \ 8"0 PVC C900
\ \ \ S.S.F.M.
402+00
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
402+40
®CONSULTING 34 0 8th Avenue S. Suite 205 ENGINEERS LLjpC
Federal Way, WA 98003
FEDOW MAY (253) 8315-8113
www.esmcivil.com EVERETT (425) 297-9900
Civil Engineering Land Surveying Land Planning
Public Works I Project Management I Landscape Architecture
ESM JOB # 1655-001-01 1
RIM 43;F.;F3r
I.E. _ 33.8?
437.36
402+80
1-8 45 BEND (MJxMJ)
1-CONC. BLOCKING
AS -BUILT \I N♦
8"0 PVC C900 \ ♦ \
S.S.F.M. ♦♦ \
STA. 403+26.60, 49.08 RT. STA. 403+55.97, 47.39 RT.
N: 177620.61 ♦ \
N: 177624.09 E: 1322059.28 \ ♦ -es
E: 1322035.17 1-8" BEND (MJXMJ) o \
1-8" BEND (MJXMJ) 1-CONC. BLOCKING \ ♦ o
1-CONC. BLOCKING \ ♦ \
LIBERTY \ ♦♦ \
HIGH SCHOOL \ \ \
AS -BUILT CERTIFICATION:
I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE
THAT THE INFORMATION SHOWN HEREON REFLECTS THE
"AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION
IS BASED UPON WORK PREPARED IN ACCORDANCE WITH
GENERALLY D PROFESSIONAL ENGINEERING
AND/OR SU ,CEPT
PR C��jj
JON D. K RLEN, L.S. N0. 41959
D
POND IMPROVEMENTS ARE SHOWN ON LIBERTY HIGH
SCHOOL PERFORMING ARTS CENTER CIVIL
CONSTRUCTION PLANS.
\ ♦ �C � rAc
I \ P Ss�o
���
.01 �
EXISTING GROUND
® OF PIPE
\
\ 3.0' COVER
\ MINIMUM
\ (TYPICAL)
-
''--------_______-__________--__�___-
403+20
403+60
0
FIRST SUBMITTAL
1
SECOND SUBMITTAL
2
MYLAR SUBMITTAL
3
SANITARY SEWER REVISIONS
4
SANITARY SEW*M REVISIONS
5
AS -BUILT SUBMITTAL
NC
REVISION
404+00 404+40 404+80 405+20
ESM 112/08/11
ESM 1/O4{12 SURVEYED: SCALE
VERTICAL: NAVD 1988
HORIZONTAL NAD 1983/1991
/ / •s 8ESM 1 11 12 DESIGNED: 1 �
CESM /2244/12
ESM 10 09 12 DRAWN: oL
ONE INCH DATUM
ESM /23/13 CHECKED W
I�1� AT FULL SCALE
IF NOT ONE INCH
BY DATE A P P R APPROVED: SCALE ACCORDINGLY
450
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0116
C TY OF
RENTON
Planning/Building/Public Works Dept.
SCALE: 1,=20' HORIZ.
1 -5 VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
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.
BRIARWOOD
ELEMENTARY
> SCHOOL
Q 0
SE 136TH ST
J� ��
SE 137TH PL
�n ff-r 7
LIBERTY
HIGH
SCHOOL
_Juut �
SE 144TH ST
MAYWOOD
MIDDLE
SCHOOL
KEY MAP
NOT TO SCALE
S
362 154
CHECKED FOR COMPLIANCE TO CITY STANDARDS
DATE:
ISSAQUAH SCHOOL DISTRICT 04/23/201,
SANITARY SEWER EXTENSION - P2 FIELDBOOK:
PAGE:
DRAWING NO:
PLAN AND PROFILE SS-03
STA. 401 +60.00 TO STA. 405+40.00 SHEE °`12
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