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TOTAL 16.25 GPM ) op
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USE HANSON PIPE do PRODUCT'S OIL/WATER SEPARATOR ;i + f ' ' :'
§ . `. /J •
MODEL 466 -S OR APPROVED EQUAL. i
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o II - USE HANSON COVE
M NO. 02-R. S 3 3 6
WITH GAS TIGHT
MANHOLE RING AND COVER
AND 2- CL.EANOUT RINGS
AND COVERS. EXTEND TO
FINISHED GRADE.
OIL WATER
SEPARATOR
"1 GPM FLOW RATE
AT 30 MIN. RETENTION
530 CAI. MAX. CAPACITY 4" VENT
AT 4' -0' LIOUID DEPTH
BUIL DI
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GRIT KETAINEi 9
BAFFLE- a„ INLET IE =20. -*J
20.76AB
4011: ,a). F'h1IrIHM,0 to be 5,UvOled by contractor. 1
J (ii). Optional covers are available:
TITLE :
PAGE F BATE
RI G3 pl
VaUlt,466 -S 223 11 -01 -04 "c'"
0
IRE'-P ENt 'k \, r •
�; \ « r 4r s PVC
/ 02.00X MIN. EX. SSP6Ei
- CONNECT TO Ex. 0=21,96'
SEWER r
MAIN
, \,.�,�': ',�., . • C` :r �^ ' r� � n� ,; : <,., .. I � I� .12.6 (CENTI =R CHANNEL)
THESE
32LF -6 PVC RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATiO
l
D
PROM
-- DEO
BY
THE
CONTRACTOR �. GTOR.
2. WAR
0096 WARNER
ENGINEERING NG
HAS N
� OT VERIFIED IFlED
THE
_ p ACCU AND OR COMPLETENESS
3LF 6 OPV % OF THIS INFORMATION
C ON AND SHALL NOT BE
RESPI N
SI
2.0096
LE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE INCORPORATED
HEREIN A RESULT.
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1. All WORK �'.• �':< >:,;L '... \ SHAM BE AS REQUIRED- BY
THE "'
CITY aF RENTON
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t25.O SPOT ELEVATION 338.00
STORM PIPE °� .SD
L..�
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ATCH
BASIN.
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NNECT
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N WATER VAULT
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BURIED
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7
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BURIED TELEPHONE NE RIS
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UNDERGROUND
-- p - --�- -- POWER AND
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UTILITY POLE WITH 1 H GU
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NATURAL NATU
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CONCRETE ETE EXTR
UDED
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{,
•- PVC SC H 80
..
,
s
CHAIN
LINK
FENCE E -09A
SUCTION U WOOD FENCE
' LINES TO
POST AND WIRE
FENCE
;} TANK 2
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LAR
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CONTROL MONUMENT m
AS NOTED
W '
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CORNER MARKER AS NOTED
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4 ROPE
i RTY LINE
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AREA LIGHT
} 1 . . ° •t Al ,:� J�\ F� � ,
�
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RAILROAD DS
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6. a� .:2 �, \• s t< I�t� POWER BOX
�
' .. .,' \ °r, y POWER METER
�s
U �yw I`
C� POWER TRANSFORMER
C6 OF RENTON LOT Ll IF. .4119A _1 Wm-,' M-1 T ffiti I Y,� 4 \V h t, U POWER VAULT
n 5.,. 1
d r
i•.
SIGNAL CONTROL BOX
.p \` I STREET LIGHT t 814 02 6
?j �:f �' SIGNAL VAULT
CG? CLIMATE CONTROL UNiT
CONSTRUCT 24" I.D. RISER TO SURFACE 0 TELECOMMUNICATION JUNCTION BOX
W /LOCKING M.H. COVER, H2O LOADING 1 TELECOMMUNICATIONS VAULT
USE HANSON COVER
-- --
N0. 02 -R. WITH GAS TIGHT � TRAFFIC SIGNAL POLE 26.63AIB 26. ` ' `
MANHOLE RING AND COVER Q LIGHT VAULT
AND 2- CLF.AWOUT RINGS
12" MIN
AND COVERS. EXTEND TO L 0 IRON GATE POST WITH SWING ARM
(Np G Aci lox E FINISHED GRADE. " IE _ �?3 -99-
Oil. WATER I� OIL TANK
6 PVC TEE 2309 '
SEPARATOR
_ COMPRESSOR UNIT
6" PVC FROM Q UNKNOWN VAULT
i . GENERAL NOTES: GAR WASH DRAIN IE 98 n
Y. ? 6 PVC TO A
-- - - -._. _ 23:9sAB
1, BAFFIESr ?RECQr`1CREIf
TANK 2 ",n. "t,,f l) _ UDlAI _- z a r k SS osR` , !:Ct_ - -
y. ,t s as a ' r a y; , �W�i t : • k 1 ?s •,r . , DSiEE1 BA F! Eo U
PD,t REGUE.ST
( a �iS C „ dl _ ,`,. rr ?< ; p ) S "; A l , il', i _. J
D 'at.A
SURVEY BY: 3 PIPINGAlDTfES BY OTHERS
1 6'0" fib ^'c' , U 51
5. Q3 GALMNS PER HERTICALF001(INSIDE HEIGtt
n. 530wI116JSEJ1UF ,1RETfT10dAT4'Y tGUiDDEPIy
�
7. iT ISTHE RESPO lSIBIUTYOF Ot7NER TO SERVICE THIS UNIT
T
I' s " 1 -1/4" PVC OZONE
ti 2,On 3 0 RETURN LINE FROM �� ASSOCIATES9 INC., P.S.
A RECLAIM UNIT
PROFESSIONAL LAND SURVEYORS
6564 FIFTH AVENUE SOUTH, SEATTLE, WASHINGTON 98108 (M) 762.4982
B J 1500 GAL. MIN CAPACITY " a
-' TWO COMPARTMENT 6 PVC TEE
cUN!" DIAMFTEN 3RAS S_!I:r_A.1_'L BASIS OF BEARINGS:
a. OUTLET IE =- n I tfr }, ?t;r'ICii 1'ai "� "s�
our 6AFFLE 2a 11 O _
s Yl��.,l at; RECORD OF SURVEY
j FFLE REFtt1t�IER 0, :(' iC) SURVEY i40N !MEN STA IC:": fil �
WEIk
�, 1 'EF c` V 1 F<;1� 63 - _ -.. � VOLUME 118 OF SURVEYS, PAGE 66
I
R EC LAS M TANK 1 RECORDING NO.97119 49
-A x- - - 001
-
t
CROSS S
vJ h I
s� ai�a,,, �� 88 VEIL 6 DATUM
A V ® i
CONSTRUCT 24" I.D. RISER TO SURFACE a.,�,• ,r
W /LOCKING M.H. COVER, H2O LOADING- CITY OF RENT
I ; 2s.77AB � � ,�'
ON BENCHMARK
2sssAB
„ r' BENCHMARK USED FOR THE VERTICAL ELEVATIONS IS
12a { I t83ornm' 12 MIN DESCRIBED AS:
ti;
MIN. (' ; 5'-2° 5' 6" �` FOUND 3" BRASS DiSC WITH PUNCH IN CONCRETE SIDEWALK
I >I IE _ STAMPED 'KING COUNTY SURVEY MONBENCHMARKUUMENT
(S�75mm} (iG7rJr»ri,':
-�
" 23. 4 STA 3N -61 1973 LOCATED ON THE NORTH SIDE OF THE
6 PVC TEE DRIVEWAY IN FRONT OF BUILDING N0. 604 RAINIER AVENUE
j " SOUTH IN RENTON, WASHINGTON. ELEVATION= 27.855 FEET
:t
6 PVC FROM ;P� (NAVD '88- VERTICAL DATUM) PER STATE OF WASHINGTON
TANK 1 - n \,V`�' SURVEY CONTROL DATABASE POINT ID NO. 6168 AND POINT
6 PVC TO 4A „
23.9
�, �;� NAME DESiGNAT10N RENT1920 ".
SEWER
T
�\ Y EM P
SAMPLING TEE ®OUTLET O RA
3,_�,I 6,0,; 5,2» 2 -2" SCH 80 PVC �,� �r
RY BENCHMARK INFORMATION
- 5'r2, SUCTION LINES BACK
I 15�5mn,:'
4' -0" - TO RECLAIM UNIT
- ° ,v ' T.B.M. "A°
n22atY,,, SET PUNCHED "X" MARK ON TOP CENTER
/183Dn1m tx ? > v+ OF FIRE HYDRANT. ELEVATION =28.91 FEET.
1'4" -
SEGTiON Air, 5ECTION 130 > '
T.B.M. B
°3 SET PUNCHED "X" MARK ON TOP CENTER
dzo,.•.• �"P� OF FiRE HYDRANT,
28.85 1500 GAL MIN CAPACITY
RANT. ELEVATION 28.85 FEET.
NOTE: a',: I'I;�inbin tri be 5unplied by contractor..
(b;. Optional covers are available. TWO COMPARTMENT ° O 30 60
TITLE. 'PAGE PATE
Rom 11
"Hanson
Vauit 466 =S 224 11 -01 -04 r n
R EG LAi M TAB K scA�E. 1 - 30 -o
PLAN
CROSS SECTION: '° , I c 11 1j v v
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