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S.S.M.H. #H1 -03, TYPE 1 -48"0
STA. 201 +31.07 1.20 LT
N: 14:7939.49 177931.84
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A PORTION OF ;SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA
-Fx 4" pall
S.S.M.H. #H1-04, TYPE 1-48"O _
STA. 298 ' 96.99 tx i RuDD D w
N: 177931.13 }
E 1322697.88
203+06.38, 1.08 LT
EX . GAS - - - - - - - - - - - - - - - - - - - -
/ 202+00 203+0
1 I +� LF, 1O"o PVC SDR-35 S.S. @ S=2'.48%
/j / ----175.9_------ 2.56% EDGE
fOF
I �� %� � � � ----PAVEMENT-�-
EXISTING S.S.M.H. j� / / m
'
RIM = 450.99 oo / VERTICA CUR I
IE=441.90 CTR. CHANNEL-
0
(IN E & SW, OUT S) �,`'� `� e /♦
>J S
" S
s-
CONCRETE
& ' EXISTING SDCB
/ APPROXIMATE WATER LINE LOCATION
/ PER S RIM = 457,81
A`'� FIELD LOCATED PAINT STRIPE
/ AND VALVES IE 4" PVC=455,76 (W)
IE 6" RCP=455.44 (NW)
CONCRETE WALL
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TYPE 1-60"0 /
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824.90 - `�•
E: 1444:744 13224466'70 LIBERTY
200+00.82, 1.38 LT / 104+18.37 1.38 LT / Ex. POWER HIGH SCHOOL
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/ EX. POWER
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SEE SHEET SS-01
460
455
450
445 _
ill
EXISTING GROUND
CAD OF PIPE
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SOR/35 S 5
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0 �30�
435 RIM = �46-44 445.05 1
I.E. IN = - 436r.89, 10" 0 437.57
I.E. IN = 426.63, 10" 0 426.32
I.E. OUT = -42640 12"0426.03
430 oN o
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200+00
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
4114=1I �
®EERS L L C
CONSULTING ENGIN
33400 8thAvenue S,Suite 205
Federal Way, WA 98003 I ® 10140
FEDERAL MAY (253) SU-6113
WWW.esmcivii.com EVERM (425) 297-9900
Civil Engineering Land Surveying Land Planning
Public Works ' Project Management I Landscape Architecture
ESM JOB # 1352-020-01 1
2.56%
175•� L.F. 10"o PVC SDR-35 S.S. ® S.
_ - .8*
S.S.M.H. #H1-03, TYPE 1-48"
RIM = 463. r&- 453.45
I.E. IN = 4#F-6E),-10"o 446.46
I.E. OUT = -4 46.99, 10"0 446.21
NI NI �I LO n
00
200+00
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
4114=1I �
®EERS L L C
CONSULTING ENGIN
33400 8thAvenue S,Suite 205
Federal Way, WA 98003 I ® 10140
FEDERAL MAY (253) SU-6113
WWW.esmcivii.com EVERM (425) 297-9900
Civil Engineering Land Surveying Land Planning
Public Works ' Project Management I Landscape Architecture
ESM JOB # 1352-020-01 1
2.56%
175•� L.F. 10"o PVC SDR-35 S.S. ® S.
_ - .8*
S.S.M.H. #H1-03, TYPE 1-48"
RIM = 463. r&- 453.45
I.E. IN = 4#F-6E),-10"o 446.46
I.E. OUT = -4 46.99, 10"0 446.21
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200+80
201 +20
201 +60
0 1 FIFW SUBIa111TAL
1 1 SECOND SUBMITTAL
2 SANITARY SEWER REVISIONS
3 AS -BUILT SUBMITTAL
REVISION
202+00
202+40
G�a7w1m
12/0 /11
SURVEYED:
GJM
06 12
DESIGNED
ESM
/2f4[/12
ESM
23 13
DRAWN: DM
CHECKED:`
BY
DATE
APPR
APPROVED:
1
- 15' PROPOSED SANITAI
SEWER EASEMENT
(CITY OF RENTON)
s �.
CONTRACTOR TO COORDINATE WITH QWEST
(DALE HARTMAN 253-372-5364) FOR THE
RELOCATION OF EXISTING TELEPHONE LINES
S.S.M.H. #H 1-04• TYPE 1-48"
RIM = 459.36 459.08
I.E. IN = 451-.*6, 10" o 451.24
I.E. OUT = 451.36,, 10" 0 450.96
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 WORK PREPARED IN ACCORDANCE WITH
rn
GENERALLY AC EPTEPROFESSIONAL ENGINEERING
AND/OR SURV ING RACyI
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JONATFJXN 0 KARLEN L.S. NO. 41959
N
DAT
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SCALE:
1 •-209
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
203+20
VERTICAL NAVD 1988
HORIZONTAL NAD 1983/1991
DATUM
41959��
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203+60
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435
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430
204+00
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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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fl ,g ELEMENTARY
LV
to
SCHOOL
SE 136TH
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ST
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LIBERTY
HIGH SCHOOL
J
SE 144TH
ST
MAYWOOD
MIDDLE
Q
SCHOOL
KEY MAP
NOT TO SCALE
S 362137
CHECKED FOR COMPLIANCE TO CITY STANDARDS
CITY HERITAGE PLAT SANITARY SEWER EXTENSION
R E TO N PHASE 1 (LIBERTY HIGH SCHOOL)
Planning/Building/Public Works Dept. PLAN AND PROFILE
04/23/201
FIELDBOOK:
PAGE'
DRAWING NO:
SS-02
SHEET: OF;1
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