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A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA
SEE SHEET SS -04
EXISTING SDK/,H EXISTING 30" CONC,
MATCH LINE STA. 408 +00.00 RIM = 428.80
IE 30 CONC i 49 (N)
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STA. 4/ 08 +47 94 RI'; 42 7`- -
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IE 15' CPP 418.77 (NE)F -CONC. ,
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EXISTING 12' WIDE EASEMENT
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- - -- STA. 409 +00.33 API ACE EX
Ex1STIN� PC'`!ER N: 177480.58 'OVIER PG . G
E: 1322460.15 AS NECES :v
EXIS INI' "ATE-1 Vr, VS r � L CONNECT TO FUTURE CITY ++y - EXISTIN� _,11N1 I_INIC FENCE
�- SEWER PUMP 1 M SVC� 9000S S. L I FUTURE 60"0 H. #H1 -Ot,
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32.7 LF.34-L.F. Y , '` T p__ P _ � � _ _ _ - - - AS -BUILT CERTIFICATION:
12 "0 PVC SDR -35 S.S. \ - - toe +oo
6 S - 8.18% II -� - -- { -- - - -' -- -- I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE
r1.137G j rl - - I G1 +0o / THAT THE INFORMATION SHOWN HEREON REFLECTS THE
EX STAN SEC -
(T IS
"AS-CONSTRUCTED CKNPREPAREDT�NSACCORDIANCIE WITH
- REPE,�. CX' _.',- _ - 1 - L EXISTING POWER - _ - -! S UPON 01} W
IE o C.. F=419,34 (W) �) )I _ - - PO r - - - `_" - - s o AND/OR
ACaEP D PROFESSIONAL ENGINEERING
IE 8 CFP= 421.59 (SE) i AS N11 s - s
IE 30 ?F = °19. 0 (SE) O JON
OF 11
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STA. lee ti- 46:+4100+17.95, 2.53 RT I EDGE OF PAVEMENT
N: 1;17440t94 177452.78
E: '___'_""'1322456.67 ��I I� S.S.M.H. #P2 -01, TYPE 1 -48 "0 �� �n -I E' = F5
m \ STA. 4991 6919 100+55.13, 0.80 Rf FUTURE SANITARY SEWER m
N: 733456.7317746169 PUMP STATION (OWNED BY -� (LIBERTY
\� E: 4322463461322454.18 `� -CITY OF RENTON) -
Ex. a° cPP �'� AI _ / HIGH SCHOOL
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BOTTOM EIG RUC -- 41955 o
12 "0 PVC SD�� SS � � � RISER HEIGHT = 90 - CONSTRUCTION PLANS.
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STA. +96+99:69 99.99.90, 0.87 RF I LXISTIN 1 tP:
N: 1;1;1459.50 177451.31 1 RIM - 431,98
E: +32215593961322503.56 11301TOM OF S1RU 1 = 419.93
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ITARY
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8 "0
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-02 TYPE 11 -54" I.E. IN - 123.76 12 0 424.71 RIM
I.E. OUT = 425..66 12 "0424.56 LIE.
=
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RIM = 428.%
429.16 I.E.
"0 1�. I.E.
IN =
OUT =
I.E. IN = 4P4.99;
12 425.14 !
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CITY OF
RENTON
I °'E'xp1 DATUM
•r�s I Planning/Building/Public Works Dept.
IF I ME 114M
$GYf ,ICCgNIMCL.
12-0423.12
12 "0 423.04
425
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SCALE: 1" =20' HORlz
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.
rn BRIAI WOOD
ELEMENTARY
L j SCHOOL
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SE 136M ST
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SE 137tH PL�
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LIBERTY
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SCHOOL
7r1��1�
SE 144TH sr
MAYWOOD
MIDDLE Q
SCHOOL Q
KEY MAP
NOT TO SCALE
'p 5- 362156
415
CHECKED FOR COMPLIANCE TO CITY STANDARDS
ISSAQUAH SCHOOL DISTRICT
SANITARY SEWER EXTENSION - P2
PLAN AND PROFILE
STA, 409 +20.00 TO STA. 409 +73.54
� r "5- 3G3L 1 s
SS -05