HomeMy WebLinkAboutW-04890DSHR NDING ' /a" iL STEEL
'fa" CO US WELDS AT
ALL JOINTS
BOLT 9" DIA. X' /a" STEEL ft
DRILLED PER FLANGE
FLANGE ( 9" ALUMINUM RAIL
4" ID DRILLED RIGIDRAIL VI OR EQUAL �
(ANSI 626.1)
�. TANK SHELL � NEOPRENE GASKET
i 9"ODXS "ID
CONDUIT CAP TANK SHELL
�! 4" STEEL PIPE
' 11" PVC CONDUIT FL X PE CONFORM STAIRS ALONG OUTDOOR RA ED ELECTRICAL
BOX CROSS SECTION STRINGERS TS 10" X 2" X' /,s ". WELD TO � TANK SHELL KNUCKLE RADIUS CONVENIENCE UTLET
- - -- - -- TANK WITH' /a" FILLET WELD. (TO ELIMINATE HANDHOLDS) �/is" MC 10 X 8.4 SU+�PORTS (2 RECEPTACL )
MOUNT 1' -0" O � POST
bl SAFETY PLATE ' /a" RYERSON LARGE PATTERN - -- _
AND 4 -WAY OR EQUAL WITH " /a" TANK ROOF r
NUOUS WELDS AT ALL JOINTS. CAULK WATERTIGHT- I I c
� T 3" X ' a" ANGLE LLV AROUND - ` —I I � r - - --
F _ — ENTIRE H OPENING AS SHOWN. � I � , RAIL FOR SECI�RING HATCH COVER
LIGHT I � LADDER MO SEE DETAIL 25 ANODE PORT DETAIL � _
�:: o
I, „„ � r ,
( 3" X 40" X '/a" S LATE ' �
� � i NTS 10 REQUIRED
of L _ '
� 28" X 40" X 3/a" ALUMINU H MC 10 X 8.4 SUPPORT
SAFETY PLATE 4' -0" 3' -0"
� HATCH LOCK, SEE DETAIL 27 ' /a' RYERSON LARGE PATTERN
- - -- - 11 11 NOTE: LOCATION OF TAP AND � INLAND, 4 -WAY OR EQUAL.
-- �1" G.I. POWER CONDUIT TO BE IDENTIFIED IN FIELD.
a 6" X 6" X' /a" 131 -B STEEL �
N SUPPORT L 3" X 3" X' 11 STAIRS 36" DIA. HATCH WITH:
BOX CROSS SECTION STRINGERS TS 10" X 2" X' /s . LD TO 6" RISE/8" RUN- 3-12: RUNGS ON BOTTOM
TANK WITH ' /a" FILLET WELD. (TO ELIMINATE HANDH WITH 3" X 3" X Ya" 7,�„
STIFFENER P HATCH RAIL FOR SECURING
', HATCH, 2'-4" ON POST
PROVISIONS FOR STAN RD
-- - -- STAIR TREAD 18 _ $� NDUR BAND ANCHORS 1" DIA. TAP WATER SYSTEM LOCKAND EY
RY -WELD GRATING OR EQUAL WITH PLUG
i 1 3 /is "X 9 3 /a" "X 33" WITH WELDED TO 6" X' /s" STEEL � DESIGN BY CONTRACTOR
— MOUNTING BRACKETS AND WELDED TO TA P) STRUCTURE
� TREAD NOSING SPACING 5' OC �ja" � / ELEVATION
ALUMINUM POST SEE DETAIL.
RIGIDRAIL VI OR EQUAL ` \
TAN L � q/ 107' -6"
3 /a" " G.I. POWER CONDUIT ; LANDING — 106•_7••
ALONG STAIR CHANNEL JUNCTION BOX � REFERENCE ELECT DETAIL � Ya 6 ITO TANKAND WEL
ALUMINUM RAIL WATERTIGHT —� \ � �_ 10 _ANODE PO P)
RIGIDRAIL VI OR EOUAL � LOCATE EVERY 45° 6' RADIUS N7S ! 12''0"
180° AT 8' RADIUS � 103' -4" END OF KNUCKLE
1" Gi CONDUIT WITH � 1" G.I. POWER CONDUIT 103 (OVERFLOW)
ALL ELECTRICAL �- � 1" PVC CONDUIT �
CONNECTING ALL PORTS ,/a WELD 6" IN LENGTH LANDING
TO JUNCTION BOX — — 100' -7"
LADDER AND LANDING PLAN 21
MC 10 X 8.4 STRINGER SUPPORT /a STIFFEN R PLATE X Ya
1„ = 2, -0„ g 11
L 3" X 3" X ' /a" STRUT
CATHODIC PROTECTION DETAIL RADIUS = s' -3" BEGINNING OF KNUCKLE RADIUS
CONT. MCIO X 8.4 STRINGERS — 95' -10"
NTS , WELD WIT 3" X 3" X ' /a"
PAINTER'S TROLLEY RAIL '/a STIFFENER LATE '
ALUMINUM PLATE HAT WT 6 X 9.5 WITH HOLES
EVERY 24" OC IN FLANGE.
MOUNT AROUND ENTIRE va p � SEE ELIABLE
PERIMETER 3" BELOW 'y
TRANSIl10N TO KNUCKLE RADIUS. � 3 -0 TANK SHELL ON SHOP 1'W�Y INGJ
?�
TANK SHELL �i ii
,/a i i � i 3" X 4" X 3'4" STEEL ANGLE PAINT AIL
ALUMINUM RAIL � w i /z" uiA. HOLE FOR LOCK DESIGN B RACTOR
RIGIDRAIL VI OR EQUAL °
3" X 6 "ALUMINUM ANGLE "PADLOCK, BY OTHERS
ALUMINUM POST ° � /z- Dia HOLE FoR LocK TOP LANDING PLATFORM DETAIL
RIGIDRAIL VI OR EQUAL 1^ = 4• 9 11
° HATCH LOCK DETAIL z7
c NTS 11 11 � REVI ED TO RM
28^ X ao^ ° �o N8 T STR N RECORDS
ALUMINUM _ � ?2"
HATCH � � ° 'DIA. BARS @ 12" O.C. �"
ROOF VENT
LIGHT � DESIGN BY CONTRACTOR /Z S 88
° ° RAIL POST SPAGNG �(
\ 3 '/a K SHELL 269 5 6' O.C. ALONG RAIL ' `EEP TN15 SNE>eeT. D �
TAN
'Aa NoS �1,+D SNnP
45° —►T N 3/e" X 2" STRINGERS IVI STAIR STRINGER SPACING �RAW1N65, �'(E � �°
o� r,L —_ —_— �.�I - TOP STAIR 10' O.C. PLAN (EVERY 15 STEPS) �� �® 4�,df ��
� 5 -2" � 3 /e" BRACKET, FABRICATE AS SHOWN P
'/a / (30' AL TAIRAL'L HTS EVERY 5 POSTS 2(,+'pa91° A t
a
MOUNTING BRACKET 10'-0" O.C. 3 /e" X 2" STRINGERS �a
STEEL SHROUD c SEE DETAIL 26 � /, 3 /a" G.1. POWE NDUR �4� E�'� '•
BOX CROSS SECTION STRINGER ° 'v' 11 t1 '/< ALONG STAIR C E `bo.��
SEE DETAIL
C 16
20'-6" LADDER o � � �
SEE DETAIL IIr/ O H � - 11 10
� � N ••• " 111 Fauffh Ave. Bldg
sWae no
25 3 /a�� ROUND BAR BOTTOM STAIR ;'j,P� of r:,,s, �,t, . Seattle, Ww ABIOI
1 11 T , /o ALIGNMENT TO AVOID ��,� "` �� � �� 89 � (2D6) 62� -d68�
LOCATE TO AVOID c ANCHOR BOLTS. MIN. 28 °. � z~
/a , \ t •- 7�����n���/ /jo •`S
TANK BOLTS 1 " G.I. POWER CONDUIT /� ��%`�'N!if9�'��•T CITY OF RENTON
RESERVOIR PLAN °NEST HILL RESERVOIR
1'" G.I. POWER CONDUIT $= fr
Z--"� PAVEMENT 1" = 70' ,�o .
LAD &LANDING ELEVATION LADDER ELEVATION` 2s LADDER IVIOU'NT DETAIL 26 1410 Market Street LADDER, STAIR AND LANDING DETAILS
1 - z -D 11 11 3/16" = Y -0" P.O. Box 1180
1" = 1' -0" 11 11 '
����,� Kirkland, Washington 98033 DRN. ENGR. APPROVED a ^A! E DATE SHEEI
wT �- � }r � � � � (206) 827 -6400 Np. REVISIONS By AppR. DATE DB RA RHH SHOWN JULY s4 11 OF 12 f
• � J
T �c � . 1 roc i i i i Y r i i i 18 1