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SCALE: =20 HORIZ.
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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.
4, MILLER GLIDELOC FALL PROTECTION
SYSTEM SHALL BE USED AS FALL
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ISSAQUAH SCHOOL DISTRICT 01/11/12
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PLAN AND PROFILE SS -03
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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.
y BRIARWOOD
ELEMENTARY
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8
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— --.— „ —
SE 744T— H ST
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KEY MAP
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5- 361621
CHECKED FOR COMPLIANCE TO CITY S
ISSAQUAH SCHOOL DISTRICT 01/11/12
SANITARY SEWER EXTENSION - P2
POLE
DW NC NO:
PLAN AND PROFILE SS -03
STA. 401 +60.00 TO STA. 405 +40.00 a., 7 °`°12
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CITY OF
RENTON
Planning /Building /Public Works Dept.
SCALE: =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.
y BRIARWOOD
ELEMENTARY
a SCHOOL
8
SE 136TH Si OIL
SE 1377H PL�
2 5
4
LIBERTY 0[�
HIGH
SCHOOL
— --.— „ —
SE 744T— H ST
MAYWOOD
MIDDLE
SCHOOL O
KEY MAP
NOT TO SCALE
5- 361621
CHECKED FOR COMPLIANCE TO CITY S
ISSAQUAH SCHOOL DISTRICT 01/11/12
SANITARY SEWER EXTENSION - P2
POLE
DW NC NO:
PLAN AND PROFILE SS -03
STA. 401 +60.00 TO STA. 405 +40.00 a., 7 °`°12