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PID #7229800105
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E: 1323107.93
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E: 1323105.24
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PID #7695500060
PID #7229800110
• KING COUNTY RIGHT OF WAY
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A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA
PID #7229800105
STA. 321+60.00
N: 175786.05
E: 1323107.93
DOUBLE SWEEPING
WYE. SEE DETAIL
SHEET SS -07
_________ — _9.�_______
L =6.89' N 175717.92 -
R= 50.00' > E 1323109 52
A= 754'02' z >3
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321 +00 N 01'2026 0_ 322 +00 W 1281-__
_—
N 01 20 26" W 68 14
l
N: 175914.11 2 "0 HDPE S.S.F.M.
E: 1323105.24
-N: 175921.00
E: 1323105.24
PID #7695500060
PID #7229800110
• KING COUNTY RIGHT OF WAY
�N 175703 69 -
E 1323109 65
00 +szs
JA /ui
- L= 14.23'
R= 500.00'
A= 1'37'52"
PID #7695500010
168TH AVE SE (UNIMPROVED)
PID #7229800115
N 00'17'29" E 217.
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NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
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NOTES:
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VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
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RESTORATION SHEET DT -01.
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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
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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.
KEY MAP
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5- 361636
ECKED FOR MPLIANCE TO CITY STANDARDS
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WARNING: wlw5. 3d 210 1 MYIAR SUBMITTAL ESM 05/01/1 z t = W °R20M D 199 /1991 sy LSD SEWER EXTENSION P3 aBOON. 1:
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ARE APPROXIMATE ONLY. DEPTH ° "E— Planning/Building/Public Works Dept. PLAN AND PROFILE SS -03
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB 1655 -001 -011 9Y NAL' IND. REVISION BY DATE APPR V£FD OLV Plannin
# ✓r IL STA. 320 +00.00 TO STA. 324+00.00 7 °`'1s