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VERTICAL DATUM
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11 11 «
A PORTION OF NE 1/4, SE 1/4, SEC. 14, T -23N, R -5E, W.M.
(CITY OF RENTON, SANITARY SEWER), KING COUNTY, WASHINGTON
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EXIST. GRADE ® m
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S$ SERMI E TE
lool
STA.- 14.70
SS SE VICE
1
l
r
r ' /
STA:1 + 54 1
�%"_ ��• SS SE VIC TE
- --
ST :0+88. �2 5.0 RT.
H# 7
000", $ RI = 489.11
g�O I I.E. 481.10]
TA:1 +00 I�
S SER%OCE TEE -
' I t- Sf A: O+
V SERVI E TEE
STA 1 +1 fi -
SA0 +1
SER TEE S A :O+ S A:2+ .97, 5. RT.
' S SER CE R
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478.02
U I. . =466.$8 8" I (N)
w
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-.S fA - -�--
SSMH #, 5 TYPE B-5406
RIM =412.29 i
SS I
SERVICE'.' TEE _ I
I.E. .60 10 IN
(N) 1
I.E.= .50 10 OUT O !
"
I.E. .50 8 OUT S
Go r m a$ m 'd r. O d r �`)
O N N ' d cD ld 00 •
d { R { st { d { sr � d
5+ 00 4+00 3+ 00
FINISH GRADE CA ELEVATIONS
EXISTING GROUND C/L ELEVATIONS
162ND PL. S
(URBAN SUBACCESS)
HORIZ. SCALE 1" =40'
VERT. SCALE 1 =4p
CITY OF RENTON -NAVD 1988
BENCH MARK: BROKEN BRASS SURFACE
DISC ON CONC ST. SURFACE, FLUSH.
CITY OF RENTON BENCH No. 2103.
LOCATED AT THE CONSTRUCTED
INTERSECTION OF SE 128th ST. AND
156th AVE. SE. ELEVATION: 547.94
•02 PA it
N � �
OD
2 +00
I
100.006 vac
I
04 0
q- 0
PM STA 0 +83.15
0 O
r-- �
PM ELEV = 489.87 2
LLi
d U) +
0 >
A.D. _ -3.55 0
`r X Q
aW
K =28.13 v
zin
455.00
CID
-
0
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m-
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C
10. 49
f
1+00
0+ 00
xis
E.O.P.
EL
491.47
PM
TA
+ 33.40;'
W-
PM
LEV =
475.97
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= 35J99
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- --
ST :0+88. �2 5.0 RT.
H# 7
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g�O I I.E. 481.10]
TA:1 +00 I�
S SER%OCE TEE -
' I t- Sf A: O+
V SERVI E TEE
STA 1 +1 fi -
SA0 +1
SER TEE S A :O+ S A:2+ .97, 5. RT.
' S SER CE R
M_
478.02
U I. . =466.$8 8" I (N)
w
I. . =466. 10 13UT (Watt)
-.S fA - -�--
SSMH #, 5 TYPE B-5406
RIM =412.29 i
SS I
SERVICE'.' TEE _ I
I.E. .60 10 IN
(N) 1
I.E.= .50 10 OUT O !
"
I.E. .50 8 OUT S
Go r m a$ m 'd r. O d r �`)
O N N ' d cD ld 00 •
d { R { st { d { sr � d
5+ 00 4+00 3+ 00
FINISH GRADE CA ELEVATIONS
EXISTING GROUND C/L ELEVATIONS
162ND PL. S
(URBAN SUBACCESS)
HORIZ. SCALE 1" =40'
VERT. SCALE 1 =4p
CITY OF RENTON -NAVD 1988
BENCH MARK: BROKEN BRASS SURFACE
DISC ON CONC ST. SURFACE, FLUSH.
CITY OF RENTON BENCH No. 2103.
LOCATED AT THE CONSTRUCTED
INTERSECTION OF SE 128th ST. AND
156th AVE. SE. ELEVATION: 547.94
•02 PA it
N � �
OD
2 +00
I
I
{
'
1
I
I
i
l
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1 I
DA
ELEV
455.00
CID
v
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1+00
0+ 00
NOTE:
FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE PRIOR
TO EXCAVATION FOR THE SANITARY SEWER MAIN.
BURIED UTILITIES IN AREA CHECKED FOR COMPLIANCE
CALL BEFORE YOU DIG TO CITY STANDARDS
1- 800 - 424 -5555 Dot-
EX 1 ST I ID UTILITIES SHM ARE FRM
THE BEST AVA I LADLE I WOO M►T 1 olu AND Dom-
Io WM1IMITEE 18 MADE a TO Tw
EXAICT SIZE, "K a LOCATION OR OEI ".
ROLL 1'917
RECOMMENDED
FOR APPROVAL
BY
BY
BY
480:-
T
i
1
DATUM ELEV
455.00
N
0+00
S 3 22207
I.E.= 05 8 IN (N
I.E.= 7.95 lOr OUT (rl)
i
I ! i
1+00 2 +00
TYPE II "-0
RIM =480.3:
CONCRETE 'i
8" TT (S)
I
i
PROFILE SSMH# 5 TO SSMH# 17
HORIZ. SCALE 1 " =40'
VERT. SCALE 1 " =4'
��,N (. HALEY- MCFROW-POBt..ETM, WC.
�F q 726 AUBURN WAY NORTH
AUBURN WASHINGTON 98002
-A PHONE: (2535333 -2200 (FAX)333 -2206
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inCOrpprOte d PLANNM
ExP1RES: JAN 9, 2006
LAKEfICIQE DEVELOPMENT, NQ
P.O. BOX 146, RENTON, WA., 98057
PHONE No. (425) 228 -9750
PROJECT
PLAT OF
UBEATY GROVE
8AWAff SEWN PFK
7 10
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