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I I I I EPDXY DESK & CHAIR i
I I I
� COUNTER TOP
9 I I I I I
I I 1 I H.M. WINDOW,
E 1 9 g 18" ADJUSTABLE
° I MAIN GIRDER I I A5 A8 A5 A8 A5 A8 PLYWD. SHELVING
SEE DETAILS CD1 1,2/A8
S.S. COUNTER TOP, CONTROL ROOM
HI
TREATMENT ROOM I I LIP & BACKSPLASH00
103 c�
I I 10l I I
-- cu
8 I I I 1 +87.00' ........................................................................................................................ 8
�- - — - — --� �— — — — NOTES: SEE RFI 133 (1 /28/05)
1. SEE SHEET A10 FOR WALL TYPES.
2. STAINLESS STEEL COUNTER TOP, LIP AND BACKSPLASHAT THE SAMPLE SINK (WEST WALL OF THE
CHLORINE CONTACT CONTROL ROOM). THE STAINLESS STEEL COUNTER EXTENDS FROM THE NORTH WALL OF THE CONTROL
CHAMBER ROOM AND BUTTS INTO THE EPDXY COUNTER AT THE SOUTH END. THE STAINLESS STEEL COUNTER IS
7 APPROXIMATELY 24 FEET-10 INCHES LONG. THE COUNTER ALONG THE SOUTH WALL OF THE CONTROL 7
ROOM SHALL BE EPDXY. THE EPDXY COUNTER EXTENDS THE ENTIRE LENGTH OF THE SOUTH WALL OF
THE CONTROL ROOM (FROM THE EAST WALL TO THE WEST WALL OF THE CONTROL ROOM) AND IS
APPROXIMATELY 13 FEET— 4 INCHES LONG.
3. FINISH — RANDOM ORBITAL RFI 137 (2/9/05).
BUILDING SECTION 1 ENLARGED PLAN 3
6 A2 A5 SCALE: 1 A2 A5 6
SCALE: 1/8" = 1 —0' /4>, = 1'-0'
RECORD DRAWING
W=2953CF
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION
6A COMPOSITION SHINGLESPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTS
1 A5 A9 HAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF INFORMATION
PLYWOOD OVER PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR
A5 A9 — — COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD
5 METAL DECK 5
DRAWINGS ASSUME ALL RISK OF LOSS RESULTING FROM THEIR USE.
1 6
A5 �A6 �— — — A5 A6 6 A
----- A5 A6 1
— — — —
A9 SIM A5 A9
I �- — 2
METAL CEILING R30 FIBERGLASS j I A5 �A6 ��A
DECKING OVER OPEN INSULATION
4 1 I WEB JOISTS I I I I I L — — I 4
JOIST GIRDER 5' o"CL
CMU i I I I i I MIN.
I I 1 ELEC I MAIN GIRDER I I I I JOIST GIRDER
FILTER ROOM I ROOM I BLOWER ROOM PUMP ROOM
METAL CEILING
101 104 105 loz I I I I DECKING OVER OPEN PUMP ROOM
CONCRETE WAINSCOT I I
WEB JOISTS 1oz
I I I +87.00 +87.00
L_ _ D
°
---� 3
CONCRETE WALL,
TYP .
BACKWASH BASIN CHLORINE ° CHLORINE CONTACT CHLORINE
CONTACT CHAMBER CONTACT
BASIN > CHAMBER 7417
(TYP)
(TYP. ) . REGISTERED
ARCHITECT
o D DANIEL J. WRIGHT
p STATE OF WASHINGTON
BUILDING SECTION 2 BUILDING SECTION 4
SCALE: 1 /8" = 1'-0„ A2 A5 SCALE: 1 /8" = 1'-0" A2 UA5
1 CHANGE PER ADDENDUM GAR 9/4/03 DJW SURVEYED: SCALE: AS SHOWN- � CITY OF RENTON DATE: 1 DESIGNED: .: .�
DES G ED. GAR VERTICAL. NAVD -1988 Planning/Building/Public ECONOMIC AND ENGINEERING g/ g/Public Works Dept. DEC 2005
DRAWN: GAR ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy/Jenks PROJECT No.
CHECKED: DJW SERVICES, INC. MAPLEWOOD 3-01-358
AT FULL SCALE Consultants 10900 NE 4th STREET SUITE 1110 REVISION No.
APPROVED: WATER TREATMENT AND GOLF COURSE IMPROVEMENTS
32001 32nd Avenue South, Suite 100 BELLEVUE, WASHLNGTON 98005
IF NOT ONE INCH DATUM Federal Way, .Washington. 98001
RECORD. DRAWING. 12%05 SCALE ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA TREATMENT FACILITY SHT< NO.
ENLARGED PLAN &BUILDING SECTIONS DWG No. A5
NO. REVISION fBY] AP DATE PR
A B C D E F G H I J K. L M N —
- A3
W 915131AIA1
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