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CONTROL LAH LAL FY FY FY F_Y FY A_C FY ZY FY ZY FY Z_Y FY ZY <5PANEL
1 218 218 - 196 590 0 OB 590 213 1 1 21 1 21 1 00 14 14 16
RTU 4
I I I I I I I I I I I I I I 1 I I
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I I I L---------------- L- - - - - - L -- - - - - - -- - I I
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I I I I L---------------
AERATION I I I HOA 7 J-. 1 I I I I I I I
I
00
TOWER I I IHS YY YS I 1 I I I I I 1
I I I 20A 20A 20A 1
I I I I I I I M I I I 1 I I I SPARE
I I I I ��\
I I I I 1 1 1 1 1 1 I I I I I I
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I I I 1 �i i I �0 1
- I 1 I i I I I
I I SAMPLE WATER112/ N
I I
�iX � I I I SAMPLE WATER
I x AERATION HOA I I I I I I 1 12/ P
i�x
I I �
I i I I I BLOWER 1 HS I I I I I 1 I I I I
I I 1-20A 20B I I ( 1 I
I I i I I SPARE
M 205 20B
I I I I I I I PIT �
I I _ ZSC YIL ZSC I YIL ZSC I YIL ZSC YIL I ZSC 101
90 212 211 200 214 215 I 65 V-135C
AERATION I I ZSO YIL ZSO I YIL ZSO YIL ZSO YIL ZSO � I FIT
PCV I 212 211 200 214 215 I 1 V-135B 101
I I I BLOWER 2 I I
I I I L - - - - - 590 SET POINT
B-20B 40 PSI I 1 1 /2" SA # 13
I----------------- FT ET
196 590 I 1
I I I I I pH I
FE FE O T OT AE AT 1 56
L - - - - - - - - - 196 590 l� 590 590 HOA HOA H0A HOA HOA
,i HS HS HS HS HS
FILTERED WATER I WATERFALL I `�
I I 212 2i1 214 215 216 �
I-������_ HOA � I I I I i
1 16 BCW H
I L-. _ _ S TO 590 !
ZONE - -- -- -- -- -- -- -- ! -- 1 -- --
I N.C. I ■
I I I I � HS HOA � ' � I
- - YY YY - YY YY YY YY YY
I TO FROM 213 213 212 211 214 215 216
YS 19 ZON YS YS YS YS YS YS
- 213 212 211 214 215 216
I - I
LSH 1 m M l M� M O M M t M�
218
LSL
218 l
r -
- — — — — — — — — — — — — — — — — — — — — — — — — — —
1I
I I I I i i i I I I I I I I I I I I I
I I I I I 1
I I
n CLEARWELL n
AUX. WATERFALL �IGH ULRIFT HIGH LIFT HIGH LIFT HIGH LIFT HIGH LIFT HIGH ULRIFT
PUMP PUMP_-3 PUMP-2 PUMP-1 PUMP-4 PUMP-5 PUMP-6
TT213T P-212 P-211 P-214 P-215 TP-216T
NOTE:
PROVIDE SCH 40 316 SS PIPE FROM EXISTING PIPE TO PRV AND 1 /2" 160 PSI HDPE
FROM PRV TO SAMPLE SINK.
FOR COMPLETE PLANT WATER SUPPLY PIPIING AND VALVES, SEE DRAWING M27.
SURVEYED:
SCALE: NONE
DESIGNED: MDL DLW
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DRAWN: LMM
CHECKED: MDL
APPROVED:
-
RECORD DRAWING
12/05
NO.
REVISION
BY
DATE
APPR
A
B
C
D
E
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
F
Kennedy/.Jenks ECONOMIC AND ENGINEERING
Consultants SERVICES, INC.
10900 NE 4th STREET, SUITE 1110
32001 32nd Avenue South, Suite 100 BELLEVUE, WASHINGTON 98005
Federal Way, Washington 98001
PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA
I I
FE
AT P H FT 101
SET POIN 565 565
V 40 PSI AE FE PLANT
5 565 565 WATER
z O 1 SUPPLY
a
_LLJ
0�&
_ _ _ TO 565
ZONE
I I
I
I
I
I I
I I I
BUILDING
LIT
217
LE
217 -
I
I
I
TO STORM
DRAIN
RECORD DRAWING
These Record Drawings hove been prepared based on information provided
by the contractor and others. Kennedy/Jenks Consultants has not verified the
W=2953119 accuracy or completeness of information provided to them and does not
warrant the accuracy or completeness of these Record Drawings. Users of
these Record Drawings assume all risk of loss resulting from their use.
10
L
N
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7
Ime
5
3
2
All,CITY OF RENTON DATE: DEC 2005 1
"u Planning/Building/Public Works Dept.
PROJECT No. 3-01-358
MAPLEWOOD
WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION NO. -
AREATION SYSTEM, CLEARWELL, SHT NO.
AND HIGHLIFT PUMP SYSTEM DWG NO. 16R
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