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TRACT A CB RIM= 436.78 z °
IE 12 "CPEP(NW)= 434.23 vo Z)
UND INT
SDMH RIM= 437.44
IE 12 "CPEP(E)= 433.69 I
IE 15 °CPEP(W)= 428.54 �
TRACT B I
UND INT 12 "CONC (STA 13 +63)
STRUCTURE FLUSH EX. FIRE HYDRANT
TL# 730310 -7777
CB RIM= 437.73 6' FENCE o4
IE 12 "CPEP(E)= 434.28
IE 15 "CPEP(N)- 434.28
IE 15 "CPEP(S)= 434.13 T
-00
W EX. 16" DI (W- 2950) as
438 G
G
G
STA. 13 +00
TL# 102305 -9005
G
-G-
7 '
IL= 465.2
15 "CONC
SDMH RIM = 437.69
IE 12 "CONC(NE)= 428.09
IE 15 "CONC(W)= 425.99
IE 12 "CONC(E)= 425.94
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O NOTE: !
CD ► SW SEC 10 TWN S H P 2 R I V BORING 2, (LOCATED STA 20 +05) WHICH JUST
N + I 9 9 TAPPED BELOW THE TILL INTO THE
�a I CONNECT TO EXISTING 16" WATER LINE UNDERLYING OUTWASH AT APPROX DEPTH
w I SEE CONNECTION DETAIL #2 ON SHEET 10 OF 11 20.5' ENCOUNTERED GAS WHICH MAY HAVE
Qo o I I STA, 14 +02, LT, 22' BEEN METHANE TRAPPED IN THE OUTWASH.
cc Q I REMOVE EXISTING 16" PLUG AND INSTALL: THIS WILL NOT LIKELY IMPACT CONSTRUCTION
o (1) 16" GATE VALVE (MJxMJ) DUE TO THE THICKNESS OF LOW PERMEABLE 00
NO ADDRESS
10' 16" DI PIPE SOILS CAPPING THE OUTWASH. CONTRACTOR
o
438— I (1) 16" SLEEVE (M J) SHOULD MONITOR FOR POTENTIAL PRESENCE ,
OF GAS IN THE TRENCH EXCAVATION AT THE
w I 1Z# 143765 -0230 TIME OF CONSTRUCTION.
I- STA, 14 +13, LT 22'
30.00' 30.00' I 16" 45' BEND (MJxMJ)
I CONCRETE BLOCK
of I SSMH COR# 35
I RIM= 437.61
L CHNL 8 "CONC(E -W)= 426.26
��
�� I 20"DEC TWIN
3 I f� 30 DC
\ - 4,36 -
NOT SHOWN ON PSE MAP
PER LOCATE PAINT o
0
cV
\16'
(B 1 +00=
4 +16.7858 A
STA. 1,5 '00
)
0
wI
I I
i
I�
ICD
�
I
5' FENCE
STA, 14 +55, RT. 22'
16" 45' BEND (MJxMJ)
CONCRETE BLOCK
#13725 SE 116th ST.
TL# 102305 -9112
TRACT A
436
435 ---- _
— . . . . . . . . . . . . — . . . — . . .
STA. 16 +00
N
X345 LF 16" DI, CL. 52 W /POLYWRAP
B-1 � 435
�__435
— 438 - --
5' FENCE 12 "DEC 8 ^DEC t 5' 48 "DEC 43 6' FENCE
ANY NON -PAVED AREAS THAT
ARE DISTURBED SHALL BE
RESTORED TO ORIGINAL
CONDITION OR BETTER (TYP)
. 1
w- ..
. . . — . . . — . . . — . . 434
NOT SHOWN ON PSE MAP O
43S
00
STA. 17 +00 STA. 18
635.22'
NEW 12 SS �^
X35 V /
. 4 433 4
— 20 "DEC 24 DEC s — 3' -fENCE —
STA. 17 +35, RT. 22'
16" GATE VALVE (MJxMJ)
#11606 137th AVE. NE
TL# 102305 -9305
5
430. --- -. —_ —_
425 ....... ...:.........:. ........ :...................... ..................... :. .......... ......... ........ I............... :..
237 LF- of 12- PVC :0 1.309'
............ :............. ....'............:................... :......... :........................... ..: 42:
AS -BUILT IFORMA TION BASED
UPON FIELD SURVEY PERFORMED
MA Y ,, 2008 BY PL S, INC.
EXPIRES 8/21/09
1 AS -BOIL T DRAWINGS
N0. I REVISION
SURVEYED:
DESIGNED:
MAB
DRAWN:
MAB
MAB 10 -08 CHECKED*
JDH
BY DATE APPR APPROVED:
DMC
SCALE
1 " =20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
08 -14 -07
D U V A L L AVENUE SEWER MAIN FIELDBOOK:
DUVALL AVENUE NE PAGE:
DRAWING NO:
NE 8TH STREET TO N E 10TH STREET S -336:
SHEET: OF OF: 1 1
SI-131316 31.