HomeMy WebLinkAboutWWP2703621.41A PORTION OF SEC 137 14 & 247 TWP 23 N, RGE 5 E, WM, KING CO, WA
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MATCH LINE STA. 408+00.00
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\ j / N: 177480.58
E: 1322407.76
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EXISTING 12' WIDE EASEMENT 1 \
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STA. 409+00.33
1 I N: 177480.58
E: 1322460.15
1 j CONNECT TO FUTURE CITY
1 I OF RENTON SANITARY
' 1 I SEWER PUMP STATION
988-I= .104.1 LF.
1 I 12"0 PVC C900 S.S.
I 1 I C� S 0.40�-1.467C
32.7 LF.34 EF 1 1�
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@ S = 8. 48% 1.13% 01 +oo
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#P2-02,
TYPE 1 -54"0
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1.6--t,F.
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S.S.
@ S = .
0.44%
S.S.M.H.
#P2-03,
TYPE 1 -48"
0
STA. 1681
88.88
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0.87 RT
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WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
j 15' PROPOSED SANITARY
SEWER EASEMENT
S.S.M.H. #P2-01, TYPE 1. -48"0
STA. 19G I S9.9 100+55.13, 0.80 RT
N: ' �� 177461.69
I E: ' 32-2 4 5 Z 5 1322454.18
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(TYPICAL)
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FUTURE
I SANITARY
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- ---_.___----_ SEWER PUMP
STATION
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CONNECT TO FUTURE CITY
OF RENTON SANITARY
SEWER PUMP STATION
®CONSULTING 334400 8th Avenue S, Suite 205 ENGINEERS L L C
Federal Way, WA 98003
FEDOW WAY (2W) SM-6113
www.esmcivil.com -VERA- (425) 297-9900
Civil Engineering Land Surveying Land Planning
Public Works Project Management ( Landscape Architecture
ESM JOB # 1655-001-01 1
FUTURE
S.S.M.H, #H1 -01 ,
TYPE 1
-60"0
STA.
4 409+74.39, 0.30 LT
N: ' �; 177565.67
E: 1 22
4 " n 6, 1322449.18
I
102+00
I I
EDGE OF PAVEMENT
FUTURE SANITARY SEWER
PUMP STATION (OWNED BY
CITY OF RENTON)
445
440
435
430
425
420
415
409+20
0
FIRST SUBMITAL
1
SECOND SUBMITTAL
2
MYLM SUBMITTAL
3
SANITARY SEWER REVISIONSS
4
SANfTARY SEWER REVISIONS
5
AS -BUILT SUBMITTAL
13
NO.
REVISION
445
440
435
430
420
415
LIBERTY
HIGH SCHOOL
18.0
4Er L. F,
120 PVC SDR-35 S.S.
® S = 6-48%
0.44%
RIM =-11- 429.16
I.E. IN = 424.69 12 "0 425.14
I.E. OUT = ^'moo- 12" 0 425.0
99+60 100+00
ESM 11
ESM
12
F/24
SURVEYED:
ESM
12
DESIGNED:
ESM12
ESM
10 09 12
DRAWN: DM
ESM
23 13
CHECKED
BY
DATE
A P P R
APPROVED:
AS -BUILT CERTIFICATION:
1 HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE
THAT THE INFORMATION SHOWN HEREON REFLECTS THE
"AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION
IS BASED UPON WO K PREPARED IN ACCORDANCE WITH
GENERALLY AC4EPTtD PROFESSIONAL ENGINEERING
AND/OR SURV I G PRAGTkCfl."`
L
JONATHAN D. KARLEN, .S. NO. 41959
DATE:
POND IMPROVEMENTS ARE SHOWN ON LIBERTY HIGH
SCHOOL PERFORMING ARTS CENTER CIVIL
CONSTRUCTION PLANS.
n
SCALE: 1b_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
3.
RESTORATION SHEET DT-01.
FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
;=
4.
MILLER GLIDELOC FALL PROTECTION
'
SYSTEM SHALL BE USED AS FALL
�.
{ A�.g
RESTRAINT DEVICE UNLESS OTHERWISE
APPROVED BY THE CITY.
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0- a_ �
H v�X F- = I 1 iw �W 32.7 �00 /
34 L. F /
12" 0 PVC SDR-35 S.S.
@ S = -9-49%
1.13%
100+40
SCALE.
1'-20,
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
104.1 1.46%
108 L.F. 12"0 PVC C900 S.S. ® S = 0.40%
S.S.M.H. #P2-01, TYPE 1 -48" FUTURE S.S.M.H. H 1 -01
RIM = 429.99. 429.40 TYPE 1-60
I.E. IN = -4235. q I5 12"0 424.71 RIM =-4:39.24 439.25
I.E. OUT = 423f6, 12"0424.56 I.E. IN = 42-3.23 12"0 423.12
100+80
I.E. IN = ^"�=T 12" 0 423.04
I.E. OUT = ili�2.93- 18" 0422.70
(FUTURE PUMP STATION)
101 +20
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1903/1991 :� w 1 T Y 0 F
RENTON
DATUM
Planning/Building/Public Works Dept.
445
440
435
430
425
UJ BRIARWOOC
r� jELEMENTAR,
j ` SCHOOL
Q �
1 �
SE 136TH ST
_, l_
, I
SE 137TH PLj
�I
0 0
LIBERTY
HIGH d
SCHOOL
rn
co
_JI. ul
SE 144TH S�
MAYWOOD
MIDDLE
SCHOOL n
_KEY MAP
NOT TO SCALE
420 S 362156
415
CHECKED FOR COMPLIANCE TO CITY STANDARDS
ISSAQUAH SCHOOL DISTRICT
SANITARY SEWER EXTENSION - P2
PLAN AND PROFILE
STA. 409+20.00 TO STA. 409+73.54
04/23/201,
RELDBOOK.
PAGE:
DRAWING NO:
-05
SS
SHEET: OF:
12