HomeMy WebLinkAboutW-04890Be
Q
a
U'
Z
Z
m
X- r
3' -0" HINGED SHELL PLATFORMS SHALL BE
MANHOLE #1 AT TANK �24" W. X 30" L. MINIMUM
BASE (SEE ELEVATION) '
RAIL POST SPACING
/
6' O.C. ALONG RAIL
LIGHT N ( WELD SUPPORT It
,5' TO TANK WALL
MAX � Q TANK WALL
CONTRACTOR TO PROVIDE a 3' -0" DIA. HINGED �!
1 No SHELL MANHOLE
PAINTER'S T -RAIL OF g 18„ o
MAX m! o,! BOLTED OR WELDED
- -� CONSTRUCTION
O
5 \ _
STAIR LIGHTING
6 - VOIGT #0-64 -12018 WATT OR 23
-EQUAL 40 SUPPORT PLATES
LIGHT SEE DETAIL THIS SHEET s s 3/8" X 3" X 10"
SPACE EVERY 5 POSTS AS @ 8' -0" O.C.
3' -W DIA. HINGED - CONVENIENC LE 12" MAX. 7 - 11/2" X 1/4"
SHELL MANHOLE # 3 OUTDOOR RATE SHOWN VERTICAL BARS
(2 RECEPTACLE)
LADDER TO BE BUILT IN 30' -0" MAX.
BOTTOM STAIR STAIR SUPPORT SECTIONS BETWEEN LANDINGS AND RISER -2" X 3/8" BARS 1 1/2" X 1/4" HOOP
i SPACE @ + 10' -0" D.C.- SHALL CONFORM TO O.S.H.A. BARS @ 4' -0" O.C.
f VERY 15 STEPS) REQUIREMENTS
TOP STAIR Y
CONTRACTOR TO PROVIDE SHOP 1" D RUNGS AT PL 3/8" X 3"
LADDER SHRO D DRAWINGS 12" O.C.
O STAIR LANDINGS z1 LADDER AIL � \
3' -0" HINGED SHELL MANHOLE 9 it 16'
#2 AT TANK BASE SHROUD LIGHTING
(SEE ELEVATION) PLAN 2 - VOIGT #0- 64-120 18 WA
EQUAL. MOUNT ON POST A TYPICAL LADDER DETAILS 18
UNDER SHROUD AS SHOWN.
TOP LANDING t7 1 " =10' -0" 3/16" ELLIPSODAL ROOF A36 OR A283C ' /z " =1' -0" B 9
SEE DETAIL 9 11 HANDRAIL
ROOF ACCESS MANHOLE 61h"
OUN
24" WIDE CATWALK WITH LADDER AND CAGE
HANDRAILING AND GRATING FRO HATCH 18 WATT LIGHT OLTS
TS
DOOR STRUCTURAL DESIGN VOIGT #0-64 -120 1' -2"
BY CONTRACTOR -----_ I
495.00 N
KNUCKLE RADIUS 8' -3" \ T TYP.
i
go
INTERIOR FLOODLIGHT Y2 1" X 14" PLATE ^
q SEE DETAIL (TYPICAL) 9
ti THIS SHEET or
9 9 N
Q
INSIDE CAGE W
AND LADDER 1/4" KNUCKLE s " MANHOLE 7-
c /s G.I. CONDUIT
SEE DETAIL 1/a" C URSE 12 PLATE - A36 STEEL OPENING
� \ � 3-#12 WIRES
989 w ¢ \ DOME RADIUS 46'-0"
ac
Uj
W
1/a" COUR
� r
v4" couRSE STAIR LIGHTING DETAI 20 0;
N H
NTS 9 9 TYP.
1/2
.305" COURSE 9
NOTE: PROVIDE INTERIOR FL LIGHT WIDELIGHT
ILES- 1000 -DT -LB OR L. LIGHT SHALL BE SHELL REINFORCING FO
CONSTRUCTED F ET LOCATION SERVICE.
ALL ELECTRI CONNECTIONS SHALL BE
.305" COURSE 8 TIG ALLAST SHALL BE MOUNTED S t,-O a'o DIA. MANHOLE
REMOT 19
OUTSIDE STAIR WATERTIGHT JUNCTION BOX FOR POWER 9 9
SEE DETAIL REMOTE BALLAST, WIDELIGHT 1000 -ROS -120 OR EQUAL
.357" COURSE 7 i to WAT HT CONDUIT FROM WELD ALL SIDES
s 1B J ION BOX TO BALLAST MOUNT BALLAST TO HANDRAIL TO TANK WALL
RAILING POST
OOF MANHOLE
L 1 -1/z" X 1 -1/2" X 1/s"
.408" COURSE 6 CAULK WATERTIGHT TANK ROOF
USE CAST CONDUIT BENDS 1/2" 0 X 1 3/4"
FOR TIGHT RADIUS TURN GALVANIZED NUT
464" COURSE 5 WITH 1" CONDUIT AND BOLT
w) —18" SAFETY CHAIN
WELD 2"X 2" X WANGLE STAINLESS STEEL 1 1/2" X 1/4"
WELD TO ROOF
�, I TO ROOF AND BOLT TO �, STRAPS
m 516" COURSE 4 JUNCTION BOX DI-1/4- /a STEEL BAR HOOK
U) v j 12" K a GALVANIZED STRAP
JUNCTION BOX
2 Q WATERTIGHT g 30, 131/4' DIA.
N
TANK WALL
IN
14"
ALL CAGE RAM ARE
1/4" X 1AdFr
ALL MISCELLANEOUS METAL BOLTS
AND VI' :SHERS SHALL BE EITHER
CADMIUM PLATED OR HOT DIPPED
GALVANIZED AFTER FABRICATION.
CAGE DETAIL 23
1- V2 " =1' -0" 9 19
BENDS (FL)
— PROVIDE OVERFLOW
SUPPORTS @ EACH
PIPE JOINT AND MIDPOINT C
—12" D.I.PIPE (FLANGED JOINT) SEE RELIABLE
-SHOP DRAWINGS
za
s 9 REVISED TO CONFORM
TO_�TRU RECORDS
/Z 5
k>=,=-? TN15 '"CE=T. C49 NOT DATE
LocA1 -s SNoP -pItpWMG9
9 4
fy
of WZ,
-/,
,
`
U 569 C 3 FLEXIBLE WATERTIGHT
CONDUIT FROM LAMP o
TO JUNCTION BOX LENGTH TO FIT N OVERFL® SEMBLY
I,
8" COURSE 2 4845
s INTERIOR LADDER NTS •
I 2'-0" OVERFLOW SUPPORT
^i / _ 24 CITY OF RENTON
1- /2 " =1' -0" suite 720 WEST HILL RESERVOIR
ELEV. 392.00 .773" COURSE 1 _vi �r �r r g g 1411 Fourth Ave. Bldg.
TOP OF ANNUjgWPLATE Seattle. WA 98101
DA. HINGED SHELL MANHOLE -BOTTOM PLATE 1 /a" (A283C)
INTERIOR FLOODLIGHT DETAIL 22 N� (206) 624 -868- —
EE�.I- FOR REINF. NTS 9 9 RESERVOIR STRUCTURAL DETAILS P.O . gar 1180streeY TANK ELEVATION Kirkland, Washington 98033 DRN. ENGR. APPROVED SCALE DATE SI 'FT
r' = 10' -0" Final needno (206) 827 -6400 No.
REVISIONS By APPR. DATE DB RA RHH SHOWN JULY 1984 j 9 OF 12
3a.9&2 s 1048
r i r r r r r r I r r I r T I r T y