HomeMy WebLinkAboutWTR2702953.180
C'7
L0
N
N
i
r
TO 196 ZONE
9
DUCTILE IR
(FL x PE)
(5SEE PRIES
TRAN S M ITf
8 THIS SHEE
57-2-332 AT
COVER SLAB
GRADE EL. 87.0'±
6 4" CLASS "B"
2" CSTC
c" "13C -
WSDOT 9-03.9 (3)
(9-
5
E
3
TO 196 ZONE
f—
I.E. 80.0'
12" MIN. 1111110.
GRAVEL BACKFILL
FOR DRAIN
WSDOT 9-03.12 (4)
12" MIN.
F
18'-0" (MIN.)
DETAIL
SCALE: 1 /2"= 1'-0" —
14 FLUSH MOUNT
H-20 RATED
G
N��
H
J K LI M N 0 P
GENERAL NOTES
1. The concrete vault shall be either a precast vault made by Utility Vault
Co. or equal as specified in the Standard Details or shall be cast—in—
INSTALL NON —SHRINK place with 8" walls and slabs. All joints shall be sealed so vault will
EPDXY GROUT, TYP. remain watertight. 1 C
UNDISTURBED SOIL 3/4" x 1 /2" BUSHING
PIT-101 17 2. The vault cover shall be three 3' x 3' spring loaded hinged steel plate,
lockable doors with recessed lift handles, as made by Utility Vault Co. or
3/4' HOSE BIBB 71 approved equal.
a 3/4 x 1 /4 BUSHING
" NIPPLE(2) 3. Pipe supports shall be approximately 8" to 10" square. They shall be
1 /4
1/4
' BRASS BALL VALVE concrete block or poured —in —place concrete construction.
j
1/4 PRESSURE GAUGE "'� 4. The vault shall contain one ladder constructed of galvanized steel.
(0-100 PSI) A detail plan of location and construction shall be submitted to City o
prior to installation.
3/4" BRASS BALL VALVE 5. The exterior of the vault shall be sealed with two coats of ATCO
THRUST BLOCK (TYP.) 3/4' NIPPLE(3) Bitumastic No. 2221.
3/4„ IPT CROSS
6. The interior walls and ceiling of the vault shall be painted with two
FLOW FROM coats of Koppers Ramuc Utility Enamel Flat, or approved equal. The floor
565 ZONE 3/4 I.P. SERVICE SADDLE
shall not be painted.
Y"AA%
C36
4220—H2O FRAME AND COVER
4204-4" RISER MATCH PAVING
GRADE
30" MIN.
GALVANIZED STEEL —\
W/ S.S. STRAP
7.
The piping and equipment in the vault shall be given a complete field coat
of Inertol Rust Penetrating Primer No. 621 or approved equal. Two finish
coats of Torex 800 Enamel, or approved equal, shall be applied over the
PRESSURE TRANSMITTER DETAIL
field coated primer.
SCALE: NTS
8.
The Standard PRV Station Site Plan shall be used for all new PRV station
construction except when limited right—of—way or existing buildings are
restrictive. In such cases, and with City approval, the in —line option
may be used.
9.
All isolation and zone valves outside the PRV station shall be provided
with a valve box when valves are 10" in size or smaller or a valve chamber
when valves are 12" in size or larger.
8'-0" (MIN.)
10.
Pressure gauges shall be provided on both inlet and outlet pipes in the
PRV vault. Secondary gauges shall be mounted on the ceiling in easy view
to be read from outside the vault. Gauges shall read from 0-300 psi.
Gauge installation shall include petcock between pipe and gauge.
11.
Joints on all valves and fittings outside the vault shall be mechanical
Joints unless otherwise specified. Joints on valves and fittings inside
vault shall be flanged or screwed as specified.
12.
Provide an opening in vault sump grating and install sump pump in vault
sump at location shown. Install 1 1 /2' PVC check valve, discharge line, and
1 10 LF ± of 1 1 /2" schedule 40 PVC drain line ard discharge into CB #6.
Install conduit, liquid —tight flex coupling and power conductors for sump pump
from J-box, reference circuit #219, Sheet E3.
PVC DISCHARGE 13. Cut 3" thick x 5" wide ethafoam 220 or equal to a length necessary to fit
#6 the size of pipe installed and compressed into place. The contractor
shall make sure the foam is compacted tightly between pipe and vault wall
with no voids. Lightly grout interior around pipe.
LUG FLANGE AND 11 9 4 14. Pipe extending through vault shall be ductile iron, class 53,
ETE BLOCKING FOR cement lined.
T RESTRAINT, TYP.
CHECK VALVE
UNION
-FLEXIBLE PIPE TO WALL
CONNECTOR NPC KOR—N—SEAL
ALL VAULT PENETRATIONS 18 SECTION B
SCALE: 1 /2"= 1'-0" C36
GRAVEL BACKFILL SP-10 1
FOR DRAIN SUMP
WSDOT 9-03.12 (4)
SECTION a
95% MAXIMUM DENSITY PER ASTM D-1577 PUMP
SCALE: 1 /2"= 1'-0" C36
REF. M27
VALVE # 135C 135B 136B 136C 135B 135A & D
INLET &
CLA—VAL
CLA—VAL
CLA—VAL
CLA—VAL
TEE
ISOLATION GATE VALVE
2
OUTLET PIPE
SIZE (IN)
8" 692-01 SET
@ 200/90 PSI
8" 690-01 SET
@ 90/43 PSI
2" 90-01
SET @ 207/95
2" 49G-01 B SET
@ 95/45 PSI
(FLxFLxFL)
SIZE (IN)
(FLxFL) @ FLANGED
COUPLING ADAPTOR
SIZE (IN)
O
OA**
O B
OA**
O B
O
O
8
8
8
2
2
8
8 8
2 RECORD DRAWINGS
1 ISSUED FOR CONSTRUCTION
NO. REVISION
A B
SURVEYED: —
DESIGNED: J.E.
DRAWN: R.B.
CHECKED: G.P.
APPROVED: —
RB
1 /06
GP
RB
10/011
GP
BY
DATE
APPR
C
ID
SCALE: AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
a
18
136A & D GOULDS #SP025V
D.I. PIPE CL 52 GATE VALVE, UNION, & UTILITY VAULT CO. VAULT
LENGTH E)BEND SIZE (IN) (OR N) OR APP OVD EQUAL)
O7 O8 O9 11 13
24 2 (SE) 818—LA
Kennedy/Jenks
Consultants
32001 32nd Ave. S., Suite 100
Federal Way, Washington 98001
NOTES:
1. ALL PIPING FULLY RESTRAINED
MEGA —LUG SERIES 1100 OR EQUAL
2. ** OUTLET FLG. CLASS 150, INLET FLG. CLASS 350
* CLASS 350 FLG. AND FITTINGS
W=2953 3
CONSTRUCTION RECORD DRAWING NOTICE
3
These record drawings have been prepared based upon 2
information contained in addenda, change orders, or
other available construction information, and information
provided by the Contractor, and by others. HDR has not
verified the accuracy or completeness of the information
provided to it and does not warrant the accuracy or
completeness of these record drawings. Users of this
information shall be solely responsible to verify any and
all information represented herein prior to any such use
of the information.
CITY OF RENTON DATE:
OCTOBER, 2003
Planning/Building/Public Works Dept.
MAPLEWOOD PROJECT No. 3-01-358
WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION NO. 2
565/196 ZONE PRV SHT No.
DWG NO. C36
G I" ' J K L M hr N I W-2953A I A
ECONOMIC AND ENGINEERING
SERVICES, INC.
10900 NE 4TH STREET, SUITE 1110
BELLEVUE, WASHINGTON 98004
PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA
PIT-101
FE-101
PRESSURE
FLOWMETER
TRANSMITTER
PROPELLER TYPE
17
16
1 /2"
8
UTILITY VAULT CO.
2" PIPE SUPPORT
VAULT COVER (QTY)
STAND —ADJUSTABLE
@ MODEL N0. (OR
(TYP. 4 PLCS.)
APPROVED EQUAL)
14
15
818—TEE-CLX(TYPE