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EX. SSMH #1, STA 9 +89 ELECTRICAL CABINET
N RIM = 20.65 FPGE OF CONCRETE ON CONC. PAD EX. SSMH #4, STA 12 +5_
\ INSIDE LEXISRINDG 124 "PCONC.PIPIPELINER
FL 24 "GONG. = 5.30 GRASS BEGIN STD. CURB GUTTER
(APPROXIMATELY 222 LF) FLM24 "CO1�JE =21r 5.8''
5.64
CONCRETE � \ — TRAFFIC INV. 4" PVC e1 (E) W)
\ \ �( (- , _ 6.90 OUTSIDE DROP
BARRIER -�1 v VAULTS \ INV. (NW) = 11.76
z O I� \ 2 - 4' DIA. ELECT. MANHOLES \ 0 0
p J O + 1' ABOVE GRADE + +
w I ASPHALT I ` EX. SSMH #2, STA 10 +12 SW 16TH STREET M
[ EDG_GEE_OF
0_ w o / 1 \ RIM = 20.52 \ ¢ Q
cn � Q_ Q CONCRETE WALL < N
FL 24 "GONG. = 5.50
p EDGE CHAIN LINK FENCE GRASS ( ASPHALT n 00
EDGE OF WATER @ TOE � � E
w fr z O Q INSTALL CURED -IN -PLACE PIPE LINER PARKING AREA
< Q O E INSIDE EXISTING 24" CONC. PIPE v w w
Q z + (APPROXIMATELY 18 LF) Q o
o Q Z 1 T I w i (A ai
W N 2� 1 1' EDGE OF ASPHALT GATE /> Q w w
Y Q Q EX. SSMH #3, STA 10 +30 // u z z
Q n F- BENCH MARK RIM j?Fr�fl O POSTS a J J
p BRASS DISK TV FL 24 CONC. 5.53
RIGHT OF WAY RENTON #1881
PER PLAT ELEV = 2.4.16' CONC. PAD GRASS E
W' I a
- - - -- - - -- CONC. _ - SIGN_ -� - - - -
--��vv
c 5 T
FOUND MON. IN CASE o INSTALL RED IN -PLACE PIPE LINER EDGE OF ASPHALT
0 9 +00 ( F� -- - -- 7 T T T T -
BRASS DISK W/ X' �' n I XIS 24" CONC. PIPE �- r
APPROXI tl�
�'� � � 10 00 � 11 +00 -1 12 +00 13 00
a �O �� — —' — — 77,-- I — —�— — i — —� —- — I,^ — -—
o �_
N �- T-
o E _,DMH RIM I i 1 Al - - - - -- - - - - - - - - - - - - -- - -- - - -
� 3a o
INV IuCONC�_l
i z aw INV._4'CONC (W) 1 49 w, Z _T G C - -- -
w a'd — W W W — - W ____ w w _ W
\c
u U rno N v P— — P— — - -P— — —P 5— —P—'— — - P — - -P—
3 E 5 -� P P -P - DITCH
- - - - - - - - - - - - = - - -- - - - - -
,�, �E v _P -P�DG OF ASPHALT P -P }}
c°N RIGHT OF WAY _ �p
`O, I 0 2 PER PLAT EDGE OF _ - - - P P P P � I
a� WATER - P F CONSTRUCTION AREA V'
`s
DIRT PILES IN AREA
CONCRETE WALL I DITCH
Eo� W 6' CHAIN LINK FENCE
GCB RI A = 17.63
NV. = 13-73
RIGHT OF WAY ELECTPICAL CABINET
DEED K.C. #8911030809 ON CONC. PAD t
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9 +20 9 +60 10 +00 10 +40 10 +80 11 +20 11 +60 12 +00 12 +40 12 +80
1
I
-- - - 24
EXIS
SSMH
J
J
3 -- 16
EX
ST
EX
ST SSMH
10 +12,
IE - 5.5
2
0'LT
+
-- -- .......- 8
�--
I
- - 4
EXIST
STA
EX IE
SSMH #4
12 +52, 24.
= 5.801
' LT
0
+
_ -�
Sheet: 7
13 +20
F 1
5.30+
I
EXI
STA
SSMH #1
10 +30, 261T
EXIST(
G GRADE
@ PIPELIN
E
a
Ld
C)
I
.... - ............ .
INSIDE
NSTALL C
EXI
APPROXIM
RED-IN-.P
TING 24'
TELY 23
CE PIPE (LINER
01, PIP
F)-
-
I
I
(PPROXIMA
STALL CU
SIDE EXISTING
ED -IN -P
24" CONC.
ELY 18 L)
CE PIPE LINER
PIPE
lNST
INS(
(AP
LL CURED
E EXISTIN
ROXIMATEL
IN -PLAC
24" CON
222 LF);
PIPE LIN
PIPE
R
I
9 +20 9 +60 10 +00 10 +40 10 +80 11 +20 11 +60 12 +00 12 +40 12 +80
1
I
-- - - 24
n �
0
20
J
J
3 -- 16
L
T 12
-- -- .......- 8
�--
I
- - 4
m
- 0
Sheet: 7
13 +20
DRAWING: SS -1
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