HomeMy WebLinkAboutS-05100BINSULATED ENCLOSURE WITH LOCK,
HEAT SOURCE, AND DRAIN PORTS.
EQUAL TO LOK BOX, MODEL #.75, Ya" DIA. REDUCED PRESSURE BACKFLOW
CENTER ENCLOSURE OVER PIPING PREVENTER EQUAL TO FEBCO MODEL
825YA ANGLE PATTERN
HIGHWAY RIGHT OF WAY PRIVATE PROPERTY
AIR GAP DRAIN, Ya" DIA. ISOLATION VALVE, EACH SIDE
ROUTE TO DRAIN PORTS
CORPORATION STOP EQUAL TO
FORD TAPERED THREAD (CC)
"xl7Y2"
N" DIA. "Y" STRAINER
PACK JOINT (F 1000)
WATER METER TO BE SUPPLIED BY CITY
11Y2 CONCRETE METER BOX WITH
Yi6" STEEL DIAMOND PLATE COVER
EQUAL TO FOG TITE METER SEAL CO.
FINISH GRADE
iD METER BOX
ANCHOR
ENCLOSURE TO
22Y2'
/
9" / \/ \ \
\\
\/j\�j/ / /� \�
36" MINIMUM DEPTH
PAD WITH
UNDISTURBED
(4) S.S. Y2" BOLTS 12" MIN.
NOTES:
NATIVE MATERIAL POSITION ENCLOSURE LID TO FULLY OPEN
NEAR FENCE AND ELECTRICAL ENCLOSURE.
'ice
III III III III _X °, °p ° - = =X°— '111= III�II III- HEAT SOURCE TO PROTECT PIPING INSIDE
11 Ill =1 11J1 I I� III I Imo'
EXISTING WATER MAIN
Ya" DIA. TYPE "K"
FORD COPPERSETTER VH 172 -15W
II III III —I ENCLOSURE FROM FREEZING TO —30' F.
-III— III —III IIH / / \/� \ /\Z /\ ' /� /\ / \\/j`— IIHI —III�I
\�i / �'- PROVIDE PADLOCK AND 2 KEYS.
—III II— /� / ( )
SOFT COPPER TUBING
LOOP DOWN TO CENTERLINE
BOTH INLET AND OUTLET WITH PACK
III \ \II�IIIII.
OF WATER MAIN TO PROVIDE
JOINT WITH GRIPPER, PADLOCK WINGS
ON KEY VALVE, SINGLE CHECK VALVE
CONNECT TO BACKFLOW PREVENTER
SLACK IN COPPER SERVICE
LINE TO METER.
ON OUTLET, ALL PACK JOINT FITTINGS
24" DEEP X
CONCRETE PAD
30" WIDE X 4" THICK
WITH 6" X 6" W1.4
SN.!+LL BE GRIPPER.
X W1.4 WWF, CENTER PAD AROUND
PIPING
WATER SERVICE CONNECTION
WATER
METER
PIPE TO VALVE VAULT
PIPE FROM WATER METER
CO C12 NTS
CO C72
NTS
REDUCED PRESSURE
3 3
� C12
BACKFLOW PREVENTER
NTS
1 6" ACCESS HATCH, SHOWN IN UPRIGHT POSITION,
ACCESS HATCH, SHOWN IN UPRIGHT POSITION,
SEE :: ^W. NO. M01 FOR HATCH DETAILS
I
SEE DWG. NO. M01 FOR HATCH DETAILS
I
ALUMINUM ACCESS LADDER WELDED TO
REPLACE TRENCH WIDTH WITH
ASPHALT PAVEMENT, 4" MIN.
STRUCTURAL FILL
E
UNDERSIDE OF ACCESS HATCH DOOR,
MATCH ALIGNMENT OF LADDER BELOW
ALUMINUM ACCESS LADDER WELDED TO
WARNING TAPE,
PROVIDE PVC PIPE TO
ROUTE HATCH DRAIN
—6"
UNDERSIDE OF ACCESS HATCH DOOR, ,
MATCH ALIGNMENT OF LADDER BELOW
SAWCUT EXISTING PAVEMENT 4' -0" 2' -0"
APPLY TACK COAT TO EDGE EDGE TO EDGE �{
12" ABOVE CONDUIT
INTO LIFT STATION
BELOW GRATING
ANTI —SLIP FRP LADDER RUNG ®12' O.C.
PRIOR TO PLACING -
FRP LADDER RAIL, EACH SIDE
NEW PAVEMENT
41.00'
®� —TOP
TOP �F
VAULT
J
:...,.
12"
ROUTE PVC PIPE FROM HATCH
OF �p FRP RAIL ATTACHMENT ANGLE BOLTED TO
LIFT STATION 12" CONCRETE SLAB WITH (1) N" DIA. S.S.
o o -o o o o - - o - o -o - -o o
0 0 0 o o o. �� TOP COURSE, 4' MIN.
.
� BE
EXPANSION BOLT EACH SIDE
AT SURFACE
TO SUMP PIT.
3' -0" UNDER HIGHWAY I I I
I II --
3 0
2' -0° MIN. ELSEWHERE — I....xT,.
3' -0" x 4' -0" REMOVABLE SECTION OF FRP
Ya" S.S. ANCHOR BOLT, EACH SIDE
I�
GRATING
V -6' MIN.
I 1' -6" MIN.
FRP RAIL ATTACHMENT ANGLE BOLTED TO
GRATING BEAM WITH (2) Y2" DIA. FRP BOLTS,
,:gip. 81 x 2 "W x Y2" FLAT BAR (FB)
TOP OF SEWER TO
ELECTRICAL DUCT BANK — 18" MIN.
EACH SIDE, SEAL CUT EDGES OF DRILLED
BEND AS SHOWN (TYP.)
BOTTOM F WATER III IIIIIIIII
COVER, SEE DWG. E01 ONE —LINE
6" MIN
FRP BEAM (TIP.)
Eli
I
- DIAGRAM FOR SIZE AND TYPE OF
.CONDUIT
3 3.25—
lY2 "x1Y2 "xYa" FRP ANGLE, FULL LENGTH OF
-N" DIA. LADDER RUNGS ® 12" O.C.
ICII
1
I� 6" MIN.
I All
BEAM, BOLTED TO TOP FLANGE OF BEAM
Ya" DIA. WATER SERVICE I I II II `
GRATING
o o WITH Yi" DIA. S.S. BOLTS ® 12" O.C.
Ya° x 2" FB STRINGER, EACH SIDE, CONTINUOUS
11 — IH
4" DIA. D.L. FORCE MAIN
OR 8" DIA. D.I. GRAVITY SEWER
FRP GRATING SUPPORT FRAME,
TYP.
PIPE BEDDING (TYP.)
SEE DWG. NO. C04
/a
FRP TANK BEHIND
TYP -
TRENCH SECTION
STABILIZATION MATERIAL,
IF REQUIRED BY ENGINEER
; , 8"L x 2 "W x Y2" FLAT BAR (FB)
A
FOR ANY TRENCH
UNDISTURBED NATIVE MATERIAL
FIBERGLASS ACCESS LADDER
BEND AS SHOWN (TYP)
-Y4" DIA. S.S. ANCHOR BOLT (TYP.)
CO SCALE: 1" = 2' -0"
CQ3
IN LIFT STATION
V� AULT.. ,'•:
SCALE: 1" = l' -0"
FLOOR
ALUMINUM ACCESS LADDER
CO3 C1C3 IN VALVE VAULT
SCALE: 1" =1' -0" SCHEDULE A & B
®,S /® CITY OF RENTON - 1992 LIFT STATION IMPROVEMENTS
REVISED TO CONFORM➢
TO CONSTRUCTION RECORDS
Ws
G e ���
SCHEDULE A: COTTONWOOD LS. REPLACEMENT
KE
owc No. Joe No. SCHEDULE B: LA WASHINGTON L.S. #2 REHABILITATION
���
-
uoz 1z77.zo
MISCELLANEOUS
m G P.S. , ®i =9
RH2 ENGINEERING BATE
76727
Feciexsg�9} SIGNED-
SIONAL 10/09/92
.,. oo a i� uinQ.
�" 1'' 1 �( Ivl I.KS , ,i uo
......
153 0211
DETAILS
l\
ADDENDUM 1
MLM
DRE
10/20/92
" '
EXPIRES a /z /s6
DAD DRE SHOWN OCT 03, 1994 1 18 of 20