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E: 1321944.01
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rAS -BUILT CERTIFICATION:
I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE
THAT THE INFORMATION SHOWN HEREON REFLECTS THE ,\\,, �D. k
"AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION
IS BASED UPON WORK PREPARED IN ACCORDANCE WITH y
GENERALL CEP AD PROFESSIONAL ENGINEERING
AND /OR U PRf�EyICFeJ
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JON D RLEN L.S. N0. 41959
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POND IMPROVEMENTS ARE SHOWN ON LIBERTY HIGH
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CONSTRUCTION PLANS.
401 +60 402 +00 402 +40
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CITY OF
RENTON
I �'� I DATUM
•• *I� Planning /Building /Public Works Dept.
6I ONE:C
SCV£ IGCCPpNIYY
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 OT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
4. MILLER GUDELOC FALL PROTECTION
SYSTEM SHALL BE USED AS FALL
RESTRAINT DEVICE UNLESS OTHERWISE
APPROVED BY THE CITY.
SE
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w
m
SE 136TH sT
SE 144TH sT
KEY MAP
NOT TO SCALE
5- 362154
CHECKED FOR COMPLIANCE TO CITY STANDARDS
ISSAQUAH SCHOOL DISTRICT
SANITARY SEWER EXTENSION - P2
PLAN AND PROFILE
STA. 401 +60.00 TO STA. 405+40.00
06 1 5 - 36 a1 Sq
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SS 03
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CITY OF
RENTON
I �'� I DATUM
•• *I� Planning /Building /Public Works Dept.
6I ONE:C
SCV£ IGCCPpNIYY
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 OT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
4. MILLER GUDELOC FALL PROTECTION
SYSTEM SHALL BE USED AS FALL
RESTRAINT DEVICE UNLESS OTHERWISE
APPROVED BY THE CITY.
SE
w
w
m
SE 136TH sT
SE 144TH sT
KEY MAP
NOT TO SCALE
5- 362154
CHECKED FOR COMPLIANCE TO CITY STANDARDS
ISSAQUAH SCHOOL DISTRICT
SANITARY SEWER EXTENSION - P2
PLAN AND PROFILE
STA. 401 +60.00 TO STA. 405+40.00
06 1 5 - 36 a1 Sq
w¢
SS 03