HomeMy WebLinkAboutWTR2703214.39f WAs
DOUBLER PL (6'-9" O.D. x
- J
PL Y"x2"x8"
4IONAL`
3'-1" I.D.). THICKNESS TO
MATCH SHELL
DOUBLER PLATE
1 727/
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PL Y2" (36" I.D. x 6" LONG)
PL Y4"x2"x0'-9"
PL 4" (3'-8" O.D. x 3'-1" I.D.)
SIGNED: 06/29107
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45' 45'
ROOF VENT TO BE NEWLIN 24"� NOTE: ALL BOLTS TO
ALUMINUM CLOG —RESISTANT BE STAINLESS STEEL.
„ HINGES PL Y4" W/ Y4"
NEOPRENE GASKET FULL SST BOLT, TYP
PERIMETER
PL Y4"x1Y"xO'-6"
-------_ _______ _.. _ _--- __
VENT OR APPROVED EQUAL.
0
BOLT Y2'O X 1Y' W/
`
�0 ('
3
42 -Ya" BOLTS EQUALLY
0 0
O �_ \ O
�'
NYLOCK NUT AND % 0
WASHER, TYP 2.
___ ___._.. . ____.. ._..___
..
..
"
/ �, SPACED ON A 40Y2 � BOLT
1 2 CIRCLE
PL A" (3'-8" O.D.)
0 /� 0
0 / �� 0
�
29675 0
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RIVAL -�
��s" HOLE, TYP. PROVIDE STEEL
3" 3' HATCH LID
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PIN TO LOCK LID IN OPEN
POSITION. ATTACH PIN TO
ANDRAIL WITH CABLE LANYARD.
r ROD
0 9 \\ O LH
SIGNED: 06129107
PL Ya"x1Y2"x0'-6Y4"
HATCH BODY
HINGEDETAIL
ALUMINUM VENT
NOTE: ACCESS
" DIA PENETRATIONS
36PREFABRICATED
1-- 2-1/2" PLATE AND THERMALLY
STRESS -RELIEVED
D100-05 14.3.2.6.
PORT
MUST BE
INTO SHELL
PER AWWA
'
j
0 I 6" fl 0
0 I
0 \ 0
1811
V
3" = 1'-0"
BODY
4'-0" TO
0 0
Ya„ STEEL PLATE ACCESS HATCH LID.PROVIDE
ULL PERIMETER
RB 1 "0 TYP OF 3. WIDTH AND
18�� (MIN)
ALUMINUM
PLATE
TANK BOT.
I
��
\
�\
I
IL
GASKET BETWEEN HATCH LID .AND BODY.
SIZE LID TO OVERHANG BODY 2"
� SPACING TO MATCH LADDER
RUNGS. WELD TO HATCH LID.
{
` STEEL HANDLE, RB %" 0,
�
�� Y8" NEOPRENE
4�° ALUMINUM
PAD BETWEEN
AND STEEL PLATES
_
� ,- — �
DOUBLER PLATE
` /
O `— -- / O
_
0 0 0 0 0
d
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/
6" WIDE, 3" DEEP. WELD
STEEL HINGE. TO LID (TYP. OF 2)
SEE DETAIL. Ya" THICK LID
LOCK TABS
•
24" I.D. STEEL STEEL PLATE, 24" LD
VENT BODY
3/8 / I I
1/4 /� BEVEL TO I
/ ACCOMMODATE
// SHELL WELD BOLT LOCATION
PER PLAN
�, �
.. _._ � � r�
RESERVOIR
ROOF
/
1 2"
♦�
V �
_
/ ,
/
LANDING GRATING.
/
FRAMING NOT SHOWN
FOR CLARITYZ
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I
577.62'
/
I
I
TOP OF GRATING
& LADDER RUNG
/SHELL PLATE � I, -
ANNULAR RING
BOT PL
W
ROOF VENT
INTERIOR ACCESS
LADDER, SIM
'" = 1°-O"
ADJUST LOCATION OF ANCHOR
1 -2 1'-2"
--1
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516
S07
ACCESS HATCH BODY, Ya"�+
STEEL PLATE, 36" I.D.
SECTION THRU
��
AWAY FROM MANWAY CL BY
t'-2" TO EDGE OF DOUBLER
Q
36 0 ACCESS PORT
PLATE, TYP EA SIDE.
4'-4"
,p = t'_0"
TYPICAL ACCESS PORT COVER-
FB STANDOFF. WELD TO
ACCESS PORT DETAILS
1. = 1'-0"'.
51
.
HATCH BODY, TYP
RESERVOIR
O
ROOF
cn
RESERVOIR OR
HATCH WALL
NOTE: SIGN SHALL BE SHEET ALUMINUM AND CONSTRUCTED
PER SECTION 9-28 OF THE STANDARD SPECIFICATIONS."
INSTALL SIGN ON CLIMB PREVENTION SHIELD OR AS DIRECTED
SST HINGES (TYP OF 2) WITH
MIN DIA PIN, 4" OPEN
WIDTH, J" THICK PLATES.
CABLE TRAY 04
PER DETAIL S08
BY THE ENGINEER.
~�
0
HINGES SHALL BE PLACED
2"x2" LOCK TAB,
V
18" -1 7" MIN.
TO ALLOW 180' SWING,
PL J" SIDES AND
BASE, SEAL WELD
TYP OF 2.
" PL HINGED COVER
W
YDIA. RUNGS, EQUALLY
SPACED VERTICALLY, 12" O.C.
UNAUTHORIZED ACCESS IS
PROHIBITED, VIOLATORS
LY TO
RESERVOIRSHELLDIRECT
�
ROD HANDLE
(n
W
2'_8"
,�
PLAN
ROOF ACCESS HATCH 51
CONCRETE WALL
WILL BE PROSECUTED
TYP.
,.. d
... a ;
.. .:
7„
20„
]
°
FB 3",
PLAN 3/4" DIA. RUNGS AT LESS THAN OR
EQUAL TO 12 O.C., ALL STEPS MUST BE
SIGN DETAIL rJ18
6"
'�'-6"
%,No
PLANNERS
°
NOTE: SUPPORTS SHALL BE
PLACED AT 10'-0" O.C. MAX
2Y"x%" STANDOFFS
AT 8' O.C. MAX.
4" EQUAL HEIGHT, INCLUDING TOP AND
BOTTOM STEPS
NOT TO SCALE
ELEVATION
f T
32H2 FNi_,
SPACING, TYP.
VERTICAL SPACING
ADJUST ANCHOR BOLT
LOCATIONS AWAY FROM CABLE
ENGINEERING,
http://www.rh2.com
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g„
TRAY CENTERLINE BY 1'-1 ",
1.800.7 0 8052m
TYP 2 ANCHORS.
ADDITIONAL DIAGONAL SUPPORT
AT TOP CONNECTION
I I
12"
Eal
BEL.LINGHAM OFFICE.
360.576.0836
PL 4"x4"xY"
ey
„
�- 8"x3"L X 4"W X 1 /2" FB WALL
�� SUPPORT AT LID WITH 1/2 CONCRETE
ANCHORS (TYP. 2)
CONDUCTORS
BY OTHERS
CABLE TRAY SUPPORTS
SHROUD OUTLINE —
454 West Horton Road
BOTHELL OFFICE
425.951.5400
STRINGERS, FB ZY2 X LADDER
F
�
12100 NE 195th Street, Suite 1G
RAILS, PUNCH TO RECEIVE RUNGS
RESERVOIR
I
CELLULAR PHONE
EAST WENATCHEE OFFICE
3 " SST BOLT, TYP.
L,
TYP
1 4 X 2 STRINGERS, CONTINUOUS
/
SHELL
L
I CONDUCTORS BY
OTHERS
509.886.2900
300 Simon Street, Suite 5
®
3/16
8"x3"L X 2"W X 1/2" FB BEND
J _ _
1(
>�
I 6" CONDUIT,
PORT ORCHARD OFFICE
360.876.7960
600 Kitsap Street, Suite 101
L2G, LLV, ANGLE 4"
LONG, LLV, TYP OF 2.
R
L2"xll,7 SUPPORT ANGLE,
LENGTH TO FIT. TYP OF 2
2„
TYP.
1,_0„
AS SHOWN (TYP OF 2)
1 2" DIA. CONCRETE ANCHOR
RESERVOIR
FOOTING
P
° ROUTE
/
CONCRETE 3 -0 /� / \
RING WALL j
CONDUIT TO
TYP OF 12
SCALE: SHOWN
PIPE STRAP, FB 4"xYa"
BENT TO PIPE RADIUS -'
PROVIDE NEOPRENE PAD
MAX
T (TYP 2)
BOLT
CONCRETE FLOOR l
°D ° ' ° SPACE
: t> CELLULAR
FOR FUTURE
EQUIPMENT — — — — —
—
„
0 1 2
` BETWEEN STRAP AND PIPE
...... .. . , :. ..
D D
3 CONDUIT,
DRAWING IS NOT TO SCALE
WITH 4"x4" FLAT TABS.
.
W 321427
D D D
6
PLAN
TYP OF 10
IF BAR IS NOT 2" LONG
PLOT: 96
DWG N0.
PROFILE
ELEVATION
PROFILE
CABLE TRAY EXTENSION 519
S07
ENGINEER: CDW
REVIEWED MLM
PIPE
SUPPORT DETAIL
Y4 = 1 —�»
\�
DATE: SEP 14, 2009
�HFt T \,0
21
515 515 515 515
NOT TO SCALE MO, 0 0
TYPICAL LADDER DETAIL 516 TYPICAL VAULT LADDER DETAIL
-� 516 516
REVISED TO CONFORM
STRU TIO CORDS
REVISED TO CONFORM TO CONSTRUCTION RECORDS DY KJS 06/08/09
CLIENT: REN
NOT TO SCALE
NOT TO SCALE 0 0
;IT
06/08/09
ADDENDUM / ISSUED FOR CONSTRUCTION
BTE MM 10/09/07
JOB NO.: 105-049
34
RFff ENGINEERIN6 INC. DATE
NO REVISION
BY REVIEW DATE
FILENAME HAZEN-D-STR06
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