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PID #7229800055
EXISTING WATER METER - -� 2
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EX. S.S.M.H. /111 -09, TYPE 1 -48 "0
STA. 312 +03.25 a cg W
N: 176727.06
E: 1323092.34 CONTRACTOR TO
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VERIFY LOCATION & ELEVATIONS
PRIOR TO CONSTRUCTION AND\
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NOTIFY ENGINEER OF ANY
DISCREPANCIES.
HERITAGE PLAT (LIBERTY HIGH i\\
SCHOOL) SEWER EXTENSION. `� m
NINE
PERMIT #U120020 a ��
STA. 312 +03.25
G`
EXISTING 8 "0 S.S. -1
EXISTING CHAIN LINK FENCE
LIBERTY HIGH SCHOOL
470
465
460
455
450
445
440
! -1-=1- 1- EDGE OF PAVEMENT
A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA
PID #7229800066
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I
EXSTING 19" CONC. CULVERT
�' S.S.M.H. #Ht -10, TYPE 1 -60 "0
STA. 312 +42.78
\T _ N: 176700.60
AV`� E: 1323121.73
W /INSIDE DROP. SEE DETAIL
\I ON SHEET SS -07
\q N: 176659.27 ✓,;,
E: 1323109.32
L =9.69' N: 176565.23
\'A/ i , R= 40.00' E: 1323103.50
�C ���2�5.. A 13'53'12" -
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`375 N>
'Mi .ar .':- ��'� - -- N 02'49'43' E 8461'
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PID #7229800070
0 53'02
PID #722980007:1 PID #7229800080
STA.315 +60.00
^ N
E: 1323106.53
N. 1
176485.06
> E
E. 1
1323104.15
SHEET SS -07
=0°1,. r
rL-7 .
.71'
PID #722980007:1 PID #7229800080
STA.315 +60.00
N: 176385.50
E: 1323106.53
DOUBLE SWEEPING
WYE SEE DETAIL
SHEET SS -07
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N
316 Q
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z z -3 -i sfno N 01'24 18" W 91,87'
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4N: J14 +au-.N 116 W 7725 - -- - - - -+-- -� +£1£ 00 3 t - - --
GAT� W 176649.74 N: 176562.31 N: 176477.34 Z W
E: 1323107.68 E: 1323103.45 E: 1323104.28 J W
40 LF, 8 "0 PVC SDR -35 S.S. 2 "0 HDPE S.S.F.M. L=2.92'
® S =0.40% R= 50.00'
A= 3'20'59"
PID #1323059095
168TH AVE SE (UNIMPROVED)
EDGE OF EXISTING DIET PATH =
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C01 NI �; �: �i �i NI o; rn� .6;
SDR -35
0 S =O.
�. IIN =
I.E. OUT =
I.F. IN =
KIM = 4titl:t5`J
I.E. IN = 1461.64, 8 "0ll
I.E. OUT 461.50, 8 70
CONTRACTOR TO VERIFY LOC,
ELEVATIONS PRIOR TOICONSI
& NOTIFY: ENGINEER OF ANY
1
GROUND
F.M.
DETAIL
2 "0 HDPE SIS.F.M.
470 1 455
465
460 445k� \
455 440
450 435
445 1 430
440 1 425
312 +00 312 +40 312 +80 313 +20 313 +60
® CONSULTING ENGINEERS LLC V Film SLIUM"IAL
WARNING: B153W tleh� ( ®I ICI 1 Mn,R SUBMnTU.
SItl9 C. seXe 210
Fetle,el W,, WAS90W �aa1
THE UTILITY LOCATIONS SHOWN WWWesmcivil.com
MI E" Y (.ID ads'
(sae) rox+iem �yQ
GOin•.dn9 I Prol Nan"pem•nt I L-daaope°PxMbclun
ARE APPROXIMATE ONLY. DEPTH ° " ° "` "° ' s
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 RAL 'f'►Z N0. REVISION
PIPE r
Zt
HDPE
KIM = 43
I.E. = 43:
DOUBLE S
WYE. SEE
ON SHEET
\I
455
450 O
O
O
O
445 (00 p
M 1
1U)/1
F
440 N =
W N
Z
J W
N
435 =
430
n --
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.
awwo •
NOT TO SCALE
.n 5- 361634
314 +00 314 +40 314 +80 315 +20 315 +60 316 +00
HONZOMOL N49 19&A/1981 1
M o, lz o��a 1� -201 c� CITY OF
oHnwH: oaJR R E N T O N
_,OXE1H,CX DATUM
.r Sul uecic 1 Planning /Building /Public Works Dept.
IF MW o MLH
BY .DATE APPR I "- ."0N2" "`L"
t
ISD SEWER EXTENSION - P3
(MAYWOOD MIDDLE SCHOOL)
PLAN AND PROFILE
STA. 312+42.78 TO STA. 316 +00.00
PpOE
wuwmc xo:
SDR -35
0 S =O.
�. IIN =
I.E. OUT =
I.F. IN =
KIM = 4titl:t5`J
I.E. IN = 1461.64, 8 "0ll
I.E. OUT 461.50, 8 70
CONTRACTOR TO VERIFY LOC,
ELEVATIONS PRIOR TOICONSI
& NOTIFY: ENGINEER OF ANY
1
GROUND
F.M.
DETAIL
2 "0 HDPE SIS.F.M.
470 1 455
465
460 445k� \
455 440
450 435
445 1 430
440 1 425
312 +00 312 +40 312 +80 313 +20 313 +60
® CONSULTING ENGINEERS LLC V Film SLIUM"IAL
WARNING: B153W tleh� ( ®I ICI 1 Mn,R SUBMnTU.
SItl9 C. seXe 210
Fetle,el W,, WAS90W �aa1
THE UTILITY LOCATIONS SHOWN WWWesmcivil.com
MI E" Y (.ID ads'
(sae) rox+iem �yQ
GOin•.dn9 I Prol Nan"pem•nt I L-daaope°PxMbclun
ARE APPROXIMATE ONLY. DEPTH ° " ° "` "° ' s
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 RAL 'f'►Z N0. REVISION
PIPE r
Zt
HDPE
KIM = 43
I.E. = 43:
DOUBLE S
WYE. SEE
ON SHEET
\I
455
450 O
O
O
O
445 (00 p
M 1
1U)/1
F
440 N =
W N
Z
J W
N
435 =
430
n --
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.
awwo •
NOT TO SCALE
.n 5- 361634
314 +00 314 +40 314 +80 315 +20 315 +60 316 +00
HONZOMOL N49 19&A/1981 1
M o, lz o��a 1� -201 c� CITY OF
oHnwH: oaJR R E N T O N
_,OXE1H,CX DATUM
.r Sul uecic 1 Planning /Building /Public Works Dept.
IF MW o MLH
BY .DATE APPR I "- ."0N2" "`L"
t
ISD SEWER EXTENSION - P3
(MAYWOOD MIDDLE SCHOOL)
PLAN AND PROFILE
STA. 312+42.78 TO STA. 316 +00.00
PpOE
wuwmc xo:
n --
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.
awwo •
NOT TO SCALE
.n 5- 361634
314 +00 314 +40 314 +80 315 +20 315 +60 316 +00
HONZOMOL N49 19&A/1981 1
M o, lz o��a 1� -201 c� CITY OF
oHnwH: oaJR R E N T O N
_,OXE1H,CX DATUM
.r Sul uecic 1 Planning /Building /Public Works Dept.
IF MW o MLH
BY .DATE APPR I "- ."0N2" "`L"
t
ISD SEWER EXTENSION - P3
(MAYWOOD MIDDLE SCHOOL)
PLAN AND PROFILE
STA. 312+42.78 TO STA. 316 +00.00
PpOE
wuwmc xo: