HomeMy WebLinkAboutWTR2702953.72A B C D E F G H I J K M N 0 P
co
Ln
N
10
N
g----------------� 9
TYP. EACH VESSEL V-473--------� V-472--------
�-- -----� ; V— 453 �-- -----� V— 471
L S H S H L S L '�--------J �---------�
-------� �— --- --� T.O.WALL EL.106.83
413 413 413 V 476 V— 475
V-474
� n SH �
412 V-452 S V-450A ;
---- ---� 411---
— ---
�
V-454 B.O.P.EL.103.78'
'�--- -----J -1 B.O. P. EL.103.78'
8 4 —AS 1 D 1 4"—AS 8
�- �;
24 �� PS-1 (TYP.) 24 0� 24 �i V-450B
REENSAND GREENSAND — �__ —_
° REENSAND ° ° FILTER ° FILTER ° - - PS-1 (TYP.)
FILTER B.O.P.EL.98.66'
GS-412 GS-41 1
GS-413 16"—GAW
3"—BWR
— — — — — B.O. P. EL.99.17'
J 3"—BWR
------ --f— V— 456 V— 455
V-457---------------- 16"-BYPASS ---- -� B . O. P . E L. 9 6.5 3,
;T�
8"-BWS
B.O.P.EL.95.40
8„—BWD
El__94.17' C ,EL.94.17' -_ 8„_ FTW_- C ,EL.94.17'
"--EW /FD--------�
-3E 3 E 3 V-469
6 EL.92.1 6
8"—FTW/FD
1 6"— FW
-� B.O.P. EL.90.81'
PIT 8"— BWS
FLOW 470 EL.88.50
METER - _
TAG # 4 6
FE-413 —
_ B.O.P. EL.87.80'
_ 16"— FW — '
5 _ _
F.F EL.87.00
FLOW PIPE PENETRATION
METER — -- — TYPE K, SHT. M30
HIGH WATER MARK EL.84.0 - V-466 -J FE-412 V-465 i V-464
-------�---- - —� �-- -- --� ACCESS 8 —OF OVERFLOW 10
HATCH ,
O.PIPE EL.84.00
F.O. P PE
2-460 V-459 V-458 V-451 V-470 EL.84.00
FOR PIPE RACK DETAILS _
- 4 � cn o OVERFLOW 4
SEE STRUCTURAL DRAWING S12 _ 0 Q z AIR GAP
CHLORINE CONTACT BASIN FE 41 1 3 w o STRUCTURE
Y_j�
- FLOW 1 /2 SA (# 10) z w
_Q— m
METER (GS FILTERED WATER m
IMMEDIATELY AFTER GS
—I FOR DETAIL SEE
SECTION yo
CIVIL DRAWINGS
D
GENERAL NOTES „_ ,_ ,,
SCALE: 3/8 1 0 M 3
3 1. CONTRACTOR SHALL CONFORM TO PIPE ROUTING & ARRANGEMENT AS CLOSELY AS POSSIBLE. NOT ALL
3
PIPING, VALVES, FITTINGS AND ACCESSORIES ARE SHOWN. PROVIDE ALL PIPE, VALVES AND ACCESSORIES AS
SHOWN ON INSTRUMENTATION DRAWINGS EVEN THOUGH NOT SHOWN ON THIS DRAWING. NOTE:
0 1 INSTALL INTRUSION AND INSECT SCREENS
2. AS SHOWN ON DRAWING M2 ALL MAJOR -PROCESS PIPING IN THE FILTRATION BUILDING SHALL BE BLACK 1� SEE CIVIL DRAWINGS FOR DETAILS.
STEEL PIPE. DRAWINGS DEPICT FLANGES. HOWEVER, EXCEPT AS NOTED OTHERWISE BELOW, GROOVED 6. PIPE SUPPORTS ARE SHOWN ON M29 AND S12 AND S13.
COUPLINGS ARE ACCEPTABLE. IF GROOVED COUPLINGS ARE USED, GROOVES SHALL BE CUT, NOT ROLLED,
AND MINIMUM PIPE THICKNESS SHALL BE 8 3 7. PROVIDE FOR DISASSEMBLY OF PIPING AND PIPE SUPPORTS TO ALLOW HORIZONTAL REMOVAL OF A
/ CONSTRUCTION RECORD DRAWING NOTICE
PRESSURE VESSEL WITHOUT THE NEED FOR REMOVAL OF ADJACENT PRESSURE VESSEL AND PIPING.
These record drawings have been prepared based ,upon
2 3. ALL VALVES SHALL BE FULL FLANGED. NO GROOVED -JOINTS OR WAFER STYLE VALVES SHALL BE PROVIDED. 2
o information contained in addenda, change .orders, or
8. OVERFLOW / AIR GAP STRUCTURE SEE CIVIL DRAWINGS other available construction information, and information
4. DISASSEMBLY JOINTS OR FLANGE COUPLING ADAPTORS WITH LIMIT -RODS MAY BE ADDED WHERE DESIRED TO provided by the Contractor, and by others. HDR has not
o verified the accuracy or completeness of the information
FACILITATE PIPING ASSEMBLY. provided to it and does not warrant the accuracy y or
N completeness of these record drawings. Users of this
3 5. CONTRACTOR SHALL PROVIDE ANY AND ALL VALVED VENTS AT HIGH POINTS AND OTHER LOCATIONS AND ANY information shall be solely responsible to verify any and
AND ALL VALVED DRAINS AT LOW POINTS AND OTHER LOCATIONS IN THE PIPING SYSTEMS THAT ARE all information represented herein prior to any such use
Ir 0 of the information.
w
NECESSARY TO SUCCESSFULLY HYDROSTATICALLY TEST THE PIPES AND LINES.
SURVEYED: — SCALE: 3 8"=1 '-0'
CITY OF RENTON DATE: 1
3 OCTOBER, 2003
° 1 DESIGNED: AF VERTICAL: NAVD 1988
o Planning/Building/Public Works De t. `
ECONOMIC AND ENGINEERINGp
DRAWN: RB ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy/Jenks PROJECT NO.
SERVICES, INC. 3-01-358
CHECKED: GP Consultants MAPLEWOOD
AT FULL SCALE 10900 NE 4TH STREET, SUITE 1110 REVISION No.
M 2 - RECORD DRAWINGS RB 1 /06 GP APPROVED: — WATER TREATMENT AND GOLF COURSE IMPROVEMENTS 2
0 1 CHANGE PER ADDENDA RB 10/03 AF DATUM
32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004
IF NOT ONE INCH Federal Way, Washington 98001 SHT No.
1 ISSUED FOR CONSTRUCTION RB 0 0 AF SCALE ACCORDINGLY
PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA SECTION D
LOOKING EAST GS VESSEL PIPING ,_ DWG NO.
Z M7
NO. REVISION BY DATE APPR
Uj
003 SCANNIF