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PID # 4306500050
HOUSE #16234
FIRST FLOOR ELEV.= 488.18
r rt5O' m N �D N
PID #4306500060 STA. 905 +38.96, SE 137
HOUSE #16240 N: 177606.48
FIRST FLOOR ELEV.= 482.87 E: 1321701.28
/73 LF. -
/10 "0 PVC C
® S =1.34%
A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA
EXISTING DRAINFIELD 905+94.22 17.81 LT / 400+00.00, 1.12 LT�
S.S.M.H. P2 -08, TYPE 1 -60 "0 15' CITY OF RENTON
STA. 489088.68- SANTARY SEWER N
= STA. EASEMENT OS�t�
N. ;; -7-621 36 177822.43 G NOTE:
>L E: i•34ti54- =. 1321757.11 APPROXIMATE LOCATION 1' �y S.E. 137TH PL. IS A CITY OF RENTON STREET
SEE DETAIL SHEET SS -O6 ALL TRENCH RESTORATION SHALL BE PER CITY
OF S.S.F.M. SANITARY
STA. 400 +03.63, 3.45' LT SEWER FORCE MAIN TO A OF RENTON CURRENT TRENCH RESTORATION
STREE
N: 177622.88 BE FIELD LOCATED BY / &P AND STREET OVERLAY DETAIL. PER SECTION
E: 1321762.15 _ _ CONTRACTOR AND ESM 7.1.D (REQUIREMENT FOR PATCHING, OVERLAY,
/ Y N OVERLAY WIDTHS) IF THE OUTSIDE OF THE
5 4
"
1 -8 BEND (MJXMJ) Q
1-CONC.45'. BLOCKING am I -- / J Ou TRENCHING IS WITHIN THREE FEET (3') OF ANY
FORCE MAIN CROSSES CONNECTION k ADJACENT LANE LINE, THE ENTIRE ADJACENT
TO EXISTING DRAINFIELD. LOCATION I TRAVELED LANE AFFECTED WILL BE REPAVED.
UNKNOWN. CONTRACTOR TO VERIFY ; 11 O STA, i9+ +3G.83 401+14.50. 21.69 RT
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
N: 4,763? -4+ 177602.88
boo
Y � � E: 1321859 1321888.88
/ 1 -8" 45' BEND (MJXMJ)
64'13'23" E
t�--S 1 -GONG. BLOCKING
o ° 16.14 I / I AS -BUILT EXISTING CHAIN LINK FENCE (TYP)
8 "0 PVC C900 (ISSAQUAH SCHOOL DISTRICT
PROPOSED 8 "0 S.S.F.M. PROPERTY TO THE NORTH OF
1 \ PVC C900 S.S.F.M. -THE FENCE)
X. I PAP
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CITY / CITY OF RENTON
POND TRACT ;
/ 1PID #4306500130 N
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31'55
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S.S.M.H. #P2 -07, TYPE 1-48-01 1
STA. 905 +25.53, 6.00' RT.
N: 177600.94
E: 1321687.66 00 PID #4306500070
`" HOUSE #16241
PID #4306500080 0 FIRST FLOOR ELEV.= 480.98
HOUSE #16235 N
FIRST FLOOR ELEV.= 483.34
SE 137TH PL (LIBERTY LANE) - CITY OF RENTON
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NO. I REVISION
REMOVE EXISTING E. EDGE OF AS -BUILT CERTIFICATION:
NO TREES ALLOWED IN CLEARING LIMITS I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE
PROPOSED SANITARY THAT THE INFORMATION SHOWN HEREON REFLECTS THE
SEWER EASEMENT "AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION
(TYP.) IS BASED UPON WORK PREPARED IN ACCORDANCE WITH
STA. 499.190.62 GENERALLY EPTE PROFESSIONAL ENGINEERING
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N: 19, 586:69 177589.39
E: 13=,�^'ewww ^'3 1321822.32
1 -8" 45' BEND (MJXMJ) LIBERTY
1 -CONC. BLOCKING
CHAIN LINK FENCE HIGH SCHOOL
AT PROPERTY LINE PID #1323059038
-4' HIGH ROCKERY
TOP =473.6
TOE =469.6
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13 MAXIMUM CROWN OF PIPE
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400 +40 400 +80 401 +20 401 +60
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CITY OF
RFNTON
°tE "°' DATUM
• *R�s Planning/Building/Public Works Dept.
IF IqF 011E IKX
$CY£ ILL°WH1Y
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 SHALT_ MATCH
RESTORED PAVEMENT GRADES.
N
'WOOD
ELEI4ENTARY
j SCHOOL
0 B
ADD
SE 136TH ST
J �J
SE 13781 PLI
S
' - 4
D [N
LIBERTY [y"
HIGH <
SCHOOL
SE 144TH sr
MAYWOOD
MIDDLE O
SCHOOL Q
KEY MAP
HOT TO SCALE
5- 362153
CHECKED FOR COMPLIANCE TO CITY STANDARDS
ISSAQUAH SCHOOL DISTRICT 04/23/201,
SANITARY SEWER EXTENSION - P2 p °°
PLAN AND PROFILE: S.E. 137TH ST. $$ Q2
STA 904 +40.00 TO FORCE MAIN STA 401 +60.00 -1,s '12
0 8; 263153
8" FORCE MAIN
CONSTRUCTED WITH A
POSITIVE S= 0.507. : :. HIGH
POINT 'OF THE FORCE
MAIN LOCATED AT THE
AIR- VAC-ASSEMBLY'
13 MAXIMUM CROWN OF PIPE
z = 475.25
lk.
I-n z
Li
L= �:VA.JiB �
AT
I I
IONS o
)N AT m
BY THE
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'EXISTING- GROUND- -.
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(TYPICAL)
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485
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0
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470 N w
W to
Z W
J W
to
465 =
H
Q
460
470
400 +40 400 +80 401 +20 401 +60
w.mcv_ w.w ,sm
CITY OF
RFNTON
°tE "°' DATUM
• *R�s Planning/Building/Public Works Dept.
IF IqF 011E IKX
$CY£ ILL°WH1Y
n
SCALE: 1"-20' HORIZ.
1 " -5' VERT.
CONTOUR INTERVAL =2'
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALT_ MATCH
RESTORED PAVEMENT GRADES.
N
'WOOD
ELEI4ENTARY
j SCHOOL
0 B
ADD
SE 136TH ST
J �J
SE 13781 PLI
S
' - 4
D [N
LIBERTY [y"
HIGH <
SCHOOL
SE 144TH sr
MAYWOOD
MIDDLE O
SCHOOL Q
KEY MAP
HOT TO SCALE
5- 362153
CHECKED FOR COMPLIANCE TO CITY STANDARDS
ISSAQUAH SCHOOL DISTRICT 04/23/201,
SANITARY SEWER EXTENSION - P2 p °°
PLAN AND PROFILE: S.E. 137TH ST. $$ Q2
STA 904 +40.00 TO FORCE MAIN STA 401 +60.00 -1,s '12
0 8; 263153