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DITCH PAVEMENT (TYP) _ _ I LIBERTY HIGH SCHOOL
- -� f PROPERTY BOUNDARY
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EXISTING EXTRUDED - Q ExISTIN FEN'-—
CURB (TYP)
305+00 306 +00
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338- LF, 8 "0 PVC SDR -35 S.S. 0 S
_ = 8ri6T6
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PROPOSED UTILITIES. SEE LIBERTY
HIGH SCHOOL PERFORMING ART
CENTER CIVIL PLANS (TYP)
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AS -BUILT CERTIFICATION
I 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
GENERALLY AACEPTEP PROFESSIONAL ENGINEERING
AND /OR SU ING PRACT)Ck._
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TYPE 1 -48'0
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� 3 15' PROPOSED SANITARY
S.S.M.H. /H1 - OQ —
STA. 306 +80.00 '10� 0 o SEWER EASEMENT
N: 177250.31 0 = (CITY OF RENTON)
E: 1323095.00 Y 0
LIBERTY HIGH SCHOOL
307 +00
308 +00
532 LF, 8 "0 PVC SDR -35 S.S. 0 S = 0.407
SD SD
n
PROPOSED CURB. SEE LIBERTY
HIGH SCHOOL PERFORMING ART
CENTER CIVIL PLANS
PARKING LOT IMPROVEMENTS ARE SHOWN ON THE
LIBERTY HIGH SCHOOL PERFORMING ARTS CENTER
CIVIL CONSTRUCTION PLANS, EXCEPT WHERE NOTED.
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SCALE: 1'=20' HOR17
1' -5' VERT.
CONTOUR INTERVAL =2'
20 10 0 20 40
NOTES:
1. EXISTING UTILTTIES 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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SE 1
SE 144TH ST
KEY MAP
NOT TO SCALE
.� 5- 362140
304 +40 304 +80 305 +20 305 +60 306 +00 306 +40 306 +80 307 +20 307 +60 308 +00 308 +40 308 +80 309 +20
®CONSULTING 3 -.0 Avenue S.Sul[ 205 ENGINEERS L[�L (C
WARNING: Pe0eml Way. WA 98003 10 1® l o
THE UTILITY LOCATIONS SHOWN www.esmcivil.com
c"a Epl,w",9q I v.�"of«e"u �e.n•.m 1 �� aw ".Kl:i.ne.
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 020 -011
W mW'am S
SE CITY OF
1 COND IIBMRTAL
ESY 12� 1��20' x9imoxru: wn ism /iss, :i
2 SWITAW SEM REVISIONS ml /24/12 ewD i0 R E N TO N
3 AS —BOLT SUSYRTAL ESY 1
oa
I o,c 11X01 I DATUM
.TI R�9 Planning /Building /Public Works Dept.
AN Y XOl ME INCA
NO. REVISION BY DATE APPR '"'"0fl°"""
CHECKED FOR COMPLIANCE TO CITY STANDARDS
HERITAGE PLAT SANITARY SEWER EXTENSION
PHASE 1 (LIBERTY HIGH SCHOOL)
PLAN AND PROFILE
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470 �
O 10
M C
I
Q �
465 N t7
W Z
Z to
JW
460 = N
U
Q
455
n
SCALE: 1'=20' HOR17
1' -5' VERT.
CONTOUR INTERVAL =2'
20 10 0 20 40
NOTES:
1. EXISTING UTILTTIES 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.
w
SE 1
SE 144TH ST
KEY MAP
NOT TO SCALE
.� 5- 362140
304 +40 304 +80 305 +20 305 +60 306 +00 306 +40 306 +80 307 +20 307 +60 308 +00 308 +40 308 +80 309 +20
®CONSULTING 3 -.0 Avenue S.Sul[ 205 ENGINEERS L[�L (C
WARNING: Pe0eml Way. WA 98003 10 1® l o
THE UTILITY LOCATIONS SHOWN www.esmcivil.com
c"a Epl,w",9q I v.�"of«e"u �e.n•.m 1 �� aw ".Kl:i.ne.
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 020 -011
W mW'am S
SE CITY OF
1 COND IIBMRTAL
ESY 12� 1��20' x9imoxru: wn ism /iss, :i
2 SWITAW SEM REVISIONS ml /24/12 ewD i0 R E N TO N
3 AS —BOLT SUSYRTAL ESY 1
oa
I o,c 11X01 I DATUM
.TI R�9 Planning /Building /Public Works Dept.
AN Y XOl ME INCA
NO. REVISION BY DATE APPR '"'"0fl°"""
CHECKED FOR COMPLIANCE TO CITY STANDARDS
HERITAGE PLAT SANITARY SEWER EXTENSION
PHASE 1 (LIBERTY HIGH SCHOOL)
PLAN AND PROFILE
a6,c 5- 3Gat4 -0
SS -05