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132ND AV. STA 12 +50.0, .0' T.
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14 OF 15 FOR SEWER
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ON 132ND
AV SE.
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PVI .ELEV = J57.58
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132ND A�. STA. 10
RIM ELV. 395
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INV. ELVJ 388 1
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RIM ELV. 381.7
INV. ELV. 372.35
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DATUhf ELEV
F €
370.00
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PROPOSED SANITARY A
SEWER PUMP STATION / f `J 114 OF SEC T10�1 �3) TWIV 2�3/U, RGF 5E, W, M.
1 SEE SEPERATE _
IZIVE
vmALT, - - - - S 88 °2925" E 628.90'
a » %
y ry 406 412 4� 424 € 426
ff u
F - - - - -- r - -- -� - - -- -- --
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384 �9 g9� 400 I ( 1 kND STA 3 +58.5, 'LT'. lf. 407.01 I FF 424
I6 �j° i� TEE IT Y+ 1 2'L T.; JE. 398.2 I
I 1 `+ I / T I I EN � CFA 4+ 12.95 45.9'LT 116413.0 p i R2 = g�?
6 PVC 022 / -1 r - - --
END STA 1+15 45.7' LT. IE. 13 916 END STA 2195, 47.1 LT.; !E. i 51 ITEE 4 +1210, 16 LT; /E. 403.8 1 1 ¢? I a S +96.05, 65.7LT.; IE. 413.0
I TEE STA 1 +� 745 LT.; IE. �7 . TEE ST1112 .�5, 11.92!.; IE r3 I END -,TAI 59.25, 45.9'LT-; IE. j4 D s TA 8.45, 5.00'LT.; lE. 411.3
I I n I I I END STA 3 +08. P .0'LT.; IE. 40 L p I TEE STA 1 01.20 4.4'LT-; 1E. 4081 I 426 - - Aib % N LOTS 12 & 13 MAY
21 EW TA 2 285 451 T; IE. BSA I 1 I T E STA 3 +05.15 110 017.; 1E. 39J.4 I I ! END STA 10.55, 7; lE 42 1. 0 sr� INDIVIDUAL SANITARY O
7E $ A 2 +0370, 9.5 L IE. 832 418 I I TEE STA, 1 60. Y - 00'17.; /F
; I I I I I fF 412 i' i 1 a2 i
I I FF 400 I I FF=406 I I' 424 1 1 1 R -- --
1 6 I I FF=394
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i k2k 5 5' \ ? BEN STA 6 9.60, .4'L 1E.413.25 �°
BEFORE EXCAVATION.
O GENERAL CONTRACTOR OR
86 LF. 0200$ L u
\ DEVELOPER MUST INQUIRE AT
80 _ _ - - - - - - - -1- _ - V I SEATTLE WATER, CONTACT BOB
GAMBIL (206) 684 -5959, TO
n o LOCATE THE EXISTING 3
_ - 416 PIPELINE
SSMH #1 48 "0 4j 2 IN 132ND THERE. BEFORE IPEL /NE
STA 5 +60.3, 5.0 7
5< / RIM ELV. 423.0 420 I 4 A EXCAVATING
SSMH 6 / INV ELV. 411.73 4 61--
412 I 4 +73.9, 5.0 L `12
42 I 4
6 400 406 -, _ - - - i 1 - _ 418 1 1 /NV ELV. 41aob � s \ END STA 6 +28.40, 35.9RT.; IE. 19.0 1 4 M
Co
- - , r - - - - FF 406 I I I I i , \ 424 424 PROPOSED ROCK WALL (TYP) 42
1 FF=392 I FF-396 1 I / FF=400 I i 1 I I FF= 424' d sra s +DS �o,' so.7 R 41B.o - - - - - - - - 4�
fF-412
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7 EN T�1 2 +0 0, 45.914 ; I,E. .3 I I I I 1 END STA 4 +5285, I 9 RT; /E' 9.0 i \ \ \ D STA 6 +22.75, 67.0'RT.; lE. 424.0 4 4v
I I END STA 11 45.80, 461'RT.; L� 4v70 I 1 L FF=426 \ - STA 5 +.46.85, LT.; 1E. 411.5
N��11
T /E 77
T 2 +01.35 9.4'L7� • lEl 3830 TF_E STA 4+52.85,15.
, I, i j I TEE STA 13 413.55, 6.817.; IE.I 7f5 I I FF 424' I j � \\ \\ �`�' I 4 6� r> s
I END STA 1+53. 146 1 RT.; 1E. 387 {0 j I I END STA 2 +93 %6 3'RT.; lE. 401. b I ++ I END STA 6 +01.35, 63.8'RT. , 9� 1.0 FF 43Q _
END STA DI 46.7'RT.; /E. 413.E f i I /� /� /
TE STA 1 +50� ➢ 1 LT; lE. 377.9 I I TEE STA 2 +97.3 1 .5 LT.; IE. .392.31 I f WYE STA' S +28.80, 5.00'17.; 1E h l �1 L F - O
- - - -� �- - - - -� L - - -- TEE STA 4 +3 SOOLT• IE. 405.81 ( I I I \ 4 8
e - - - -- L----- - - - - --
400 402 -- 41 - - 1 L - - -- - 4 4 L ROB SEA - ;aaLL (TYP_)_ \ 4 o GRAPHIC SCALE
402 �-------- - - - --'
406 40 412 414 416 418 430 ao o 15 ao so 1.
424 k�• ry F 434 'a� 430
404 405 406 408 h0 CYCLO41E EENCF� ^N ry f
LT. _PROPOSED RICK V ✓ALL {rrc I 1 a a a e ky0 N� 88 29 2 a � 629. 52' - I inch
IN FEET ) ft.
PVl STA = 4 +59 -15
PVI ELEV = 421.08
4.50
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3 I.84
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PV,
+79.29
;
PVI .ELEV = J57.58
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APPROVED wA-61-m
6Y DATE _
440
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430
DATE _
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DATE
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VAN
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CID; ,S -Z d ja / SCANNED OCT 4 2000
ROLL # 167 ,..t,
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