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4
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-
SEE DETAIL C/E/
FOR
ROUTING
HHBC r' 101, gq�cQ -
OVERFLOW HHOA '
STRUCTURE
SEE DETAIL AA
n \ C 1101A
CS __1_1_038 S 1023A
s 1o23c -- - , - s 1023c �
IIHec'f� � jIL N
D AIL a r
S1023C 1 BC J - S 1023A
1 S 1023A
S 102 38 +++ i 6
HH4 SPLICE
I /
`FfiS /J
HHBC -S
S 10238 - MHB, HH O
ElasnrNO 3
HAN
HH/CM6 HHHDC -7 S 1023e
S 10238
STATION 13+15
\1 LONGACRES
1 RACE
TRACX
HANDHOLES AND DIRECT BURIED RACEWAY Q4
PARTIAL PLAN
SCALE: NO SCALE
CAP NOTES:
1. ALL STAINLESS STEEL
SHALL BE 316 SS.
MOUNTING BRACKET r -
SUTLIED BY
NSTIIUME IT
2' STAINLESS STEEL O
SCH 40 PIPE 'oI
1/2' STAINLESS b
57EEL NUT (4) -- b' 58- DIA
STAINLESS FLAT WASHER (1) HO/LE ((TYP OF 4)
3/6' STAINLESS , 1 7
STEEL PLATE FLOOR PLATE DETAIL
C
D
E
F
0
H
$ 1103A -
— 1T 1103
GRADE ..
TE 11
CONNECTION
UK MOUNTIN
OCTAL r. OOWDD E/
KEY NOTES:
HEAD
9 11038
O1
SEE DRAWING 05 FOR CONCRETE ENCASED DUCT DANK.
_ - EL 140.00
EL 142.00
TRACER TAPE
MIN" COVER O
HH2 THROUGH APPROXIMATELY 10 SHALL K LOCATED AT APPROXIMATELY
L
w` - -- -
DEPTH 24'
300' INTERVALS DIRECTLY A/OVE RACEWAY(S) AS 5
I
EYEBOLT TO SECURE
RED CONCRETE Pte)
lr'
SHO,MN ON TYPICAL TRENCH SECIJgN, HH2 THROUGH HH10
SHALL K BOTTOMLESS, 22' X 17' X 12' DEEP. /000 PSI
TEMPERAIURE ELEMENT
�: �i
STEEL REINFORCED CONCRETE, GALVANIZED DIAMOND PLATE
OVERFLOW
I ,
— TE t103
+ ;
^i
J
STEEL FRAME AND LA RATED FOR H -20 LOADING AS
STRUCTURE �I EL_13800
1� tj
APPROVED BY THE CITY OF RENTON ON DRANNO JL -36.
E6 -1 V-2
EL 137.00
-+
RE STL jS j1 • 36' MAX
f 12' MAX
-
�J
INSTALL REMAINING LENGTH (OW MINIMUM) OF CAKE S1023A
N EXISTING CONDUIT AND HUINDHOLES. COORDINATE
� I 'I ' i • 'S'
CONDUIT S 11038
CONTINUES DIRECT
BURIED TO HMO
� I
EL 131.50 I I
DETAIL A
SCALE: NO SCALE E6
/ TERMINATION LOCATION MATH BOEING. CAME S1023A
H VISO TIMNAX4U.) MAY BE SPLICED IN HHB•
SHALL iE WATEIInCHT.
�I O RACEWAY AND TRACER TAPE INSTALLATION LOCATIONS ARE
•,/ /1 Q - - SHOWN ON TYPICAL TRENCH SECTIONS. SEE DRAWING 013.
EXISTNO ENCLOSURE FOR ETS PLC AND CABINETS D AND F
- FOR 00 1 0 ARE LOCATED HERE,
CONDUIT - -- - - Ij 1 O SPLICE N 511030 AND SPARE
CONTINUOUS BARE t }"iT pj O7 2 -4• PVC STUD OUT HERE FROM HH2
4/0 COPPER OROUND
O 1 -4' CRC FROM PUCET POWER XI'IR TO NMI 4
CONCRETE ENCASED
DUCT BANK
DETAIL F
SCALE: NO SCALE EB
i
s - - FE 1101
i Upon
'-CONDUITS C 11OIA AND 5 11019
t , CONTINUE DIRECT BURIED TO 2
S 1fOfA - S 1101D
C 1101A
DETAIL a
SCALE: NO SCALE E6
1 "l cj RNn tb1 1
,THROUGH EXISTING :,..-
13' SPARE CONDUIT- r;
I '' 1$ , • -a s3 - _ CONDUIT S1023C "11
COR\NUE\S TO HMO
NMI
' •' � . fN , _ _'mot ' \ �; ' �_
ENDS N EXISTING '
/0
PANEL PNL 2420`
ru,(,/ EFFLU
CA EN
M nRA1E5 E 51023e caN ! TRANSFE T R / - CONDUIT S 1023C �7 rI
THROUGH FLOOR DUCT I ENTERS EXISTING 1A� +
To NEW PLC N STATION i l
EXISTING ENCLOSURE h I ' ii
DETAIL c
SCALE: NO SCALE E6
AFTER GROUT LEVELING .2
A. Built Dr.«9na
AN /TA Ess sim 6' SINGLE INSTRUMENT M TING
1 NC NUTS (4) FLOOR SUPPORT / A a mw l j 111M 1
DETAIL E L>rd •ELaneee ploi/wbM IS Z :•�
SCALE: NO SCALE kLARJ
1 1 4
rf WN, I *METRO pots
. ;`•`' 4 J PARSONS YWet L et W Ln Se.ltle FES 1993
Brown end ColdwMl
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♦ " " "' CAD TEAM MVO BOEING CHLLIGR COOJNG WATER SYSTI]A
0 AS -BUILT BGS 491 Seattle. Washington LS • IYINU 1 NY411 AS N01ED 69S6EOOdD11C
/ CITY OF RENTON eNe J WARBURTON
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