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A METRO MH 901
v TOP 22.19
If INV. 24 "N 10.82
" INV. 24 "E 10.81
ii
n SS MH 910
TOP 22.16
/ " a INV. 8 "E 14.11
• // ii INV. 8 "S 14.21
SS MH 8" SS (EXIST.) / y
RIM 24.82 �" if FL 8 "S N 15.90 GENERAL NOTES
- n _ - 7
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1. FOR DIMENSIONAL LOCATIONS OF GENERATOR BLDG.,
1 " 4" A (EXI5_T STD. HYD. - „',' III if AND AIRPLANE POSTIONS SEE DWG. 5- APR.D -G1,
CEDAR RIVER d �� W (EXIST.) " II ". P SH'Ili GENERAL ARRANGEMENTS.
�iil STD. HYD. Loc. >
SS MH 920 `T A / Ulf iiU �' - - >z= ii I �d -r -rr A
RIM 24.81 _ / u „_ - -- ; I II
INV. 8 "N 17.85 ;' 'ii }
A INV. 8 "S 17.71 , TO NEW / C-4
INV. 4 "W 19.21 n OIL /WATER
SS MH 919 n - u II <' .. a > =1 --' ",' +
RM 25.52 ii �. ST - 5: _ - 8,' HPW i if
INV. 8 "N 18.40 —', i * _ °�" c _ - - (E +XIS%) f Z.
INV. 8 "S 18.50 y, If (EXIST.)
P4A P4 i ii I i r } STORM MH 903
P2' P3B _ _ ii l TOP 12'2.157.89
INV. 12 "W 17.95
°/ j P2B � -
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, , I....-- ' J i ii ii ! 24" SS (NOT IN USE)
Vic- "l , I A i I I I I
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PIV ' �" P1A EMERGENCY
4�— \ , —
SPILL CONTAINMENT P3C SEE ENLARGED if 11 ! TOP 22.45
LIMIT, SEE C -2 PLAN "D" 11 HYD. }
_ FOR DETAIL D3 _ I
DWG. , I pI SS MH 908
CREW SHELTER „ P2C pIV 11 -• TOP 22.35
(TYP. 12 PLCS) D2 n p ! INV. 24 "N 12.05
' INV. 24 "S 12.15
I' P12C P1C PSA ��__ ' -' z' ° ! INV. 8 "W 12.40
I�4 F'B .1 D12 D1 ii _ —� D.
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-- - - -- --- -
" °FLUSH
P56 i Iw
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HYD. ;; 1 ���P6A I IZ' " ! NEW 400 HZ
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" \ " - {� " INV. 12"E 17.96
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U + P1d6 + + + Zc`111 VAQ ° + \(EXIST.}
E TRANSFORMER
AIL
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FENCE__ ° =`\='� SEE ENLARGED ii i¢ Ilii 7
+ \ ii' PLAN F '
II I I + _ '�" - �-IF'- *. DWG
A 4" A (EXIST.) P11C -'D?r -- VALVE BOX
S"'" 4.. A
4" W (EXIST.) ; ` 1= LY (EXIST.)
TS_- fit=
' j „ DISCONNECT COMPRESSED
8" HPW (EXIST.) gLPSj P - =rte "" 0 0 AIR AND WATER LINES FROM
PS STATION. SUPPLY LINES
4" W TO EXIST. II SHALL BE CAPPED BELOW
(EXIST.) OIL/ EX. OIL /WATER GRADE. (TYPICAL AT EACH
A PARATOR SEPARATOR PS STATION)
5-213 ;'' 12" DIA. GRAVITY DRAIN
SEE CIVIL DWG. C -3
gU1�01NC 111 ',
UTILITIES SITE PLAN
SCALE : 1" 50' -0" Q
I
1" • 50' -0" 0 25 50 100 150
SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ❑AUBURN, WA. 98002
"Y l
A REVISED PER CITY OF RENTON REVIEW MY 7/25/92 ❑EVERETT, WA. 98201
❑KENT, WA. 98031 '
FACILITIES DEPARTMENT ❑PORTLAND, OR. 97220
■RENTON, WA. 98055
❑SEATTLE, WA. 98124
EY9IP.ES'. t '
ACCEPTABILITY
THIS DESIGN AND /OR
SPECIFICATION IS APPROVED
5/19/92
0- mss
ACOFFMAN
BTITLE
UTILITIES SITE PLAN - FIRE PROTECTION
LE APRON 'D' REARRANGE
CIVIL MASTER RENTON
N
F
ST REVISION ISYMBOL DATE
T 1 i
C 9 OF
310689 1
I I SYM
4 1/2" PUMPER NOZZLE &
TWO 2 1/2" HOSE NOZZLE
,
a.
q• . q
•q � P
P. Pq
q, 4.4 ti q
5 1/4" FLUSH TYPE
FIRE HYDRANT
M & H NO. 29 -B OR
APPROVED EQUAL
2'-6
2 PIECE HINGED DUCTILE 3" DIA — "{II 4" DIA
IRON COVER & FRAME _
(150 PSI UNIFORM LIVE LOAD)
28 "x24" CLEAR OPENING o
M 4D
N
T6WRENCH SEE STRUCTURAL o
DRAWINGS FOR ° IAA. '
DETAILS OPERATED NRS PLAN
TYPICAL POST SCALE :1 /2" =1' -0
WATER MAIN SCALE: 3 /4 " =1' -O"
PROTECTIVE RAILING DETAILS rj-z`�
c10
L TIE RODS -- -- -- -- -- -- -- -- -
SEE SPECS ,
I '
TAIL OF FLUSH HYDRANT INSTALLATION
E1 " -1' -0" C10
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II
RELOCATED PIV
APRON PIV AND GUARD POSTS
I
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ENLARGED PLAN "F' O
SCALE:3 /32 " =1' -O (SEE SHT.C9)
REVISION BY APPROVED DATE SYM REVISION
I
I
,
I
I
-- I THRUST 5
-- -- -- BLOCK C10
1'-9 "x1' -9"
- - UNDISTURBED
SOIL
THRUST BLOCK
DETAIL 4
SCALE NONE C10
1'- 6 "x1' -6" FOR
6" PIPE
17M8
2'- O "x2' -0" FOR
8" PIPE /C1
-------------------------------------------------------- 6"F ------------------------------------------------
(EXISTING)
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CREW SHELTER 1:--- - - - - -- I --- --- ----- - --6 "F -------- - - - - --
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RELOCATED PIVAI VE `
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RELOCATE PIV AND
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GUARD POSTS AS
,
'
SHOWN
'
SCALE :1 /8 " -1' -0 (SEE SHT. C9)
O
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APPROVED
DATE
r
WA.
98002
pV.
x
❑EVERETT,
I
98201
�L
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BOEzhvm
FACILITIES DEPARTMENT
i
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RELOCATED PIV
APRON PIV AND GUARD POSTS
I
I
I
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ENLARGED PLAN "F' O
SCALE:3 /32 " =1' -O (SEE SHT.C9)
REVISION BY APPROVED DATE SYM REVISION
I
I
,
I
I
-- I THRUST 5
-- -- -- BLOCK C10
1'-9 "x1' -9"
- - UNDISTURBED
SOIL
THRUST BLOCK
DETAIL 4
SCALE NONE C10
1'- 6 "x1' -6" FOR
6" PIPE
17M8
2'- O "x2' -0" FOR
8" PIPE /C1
-------------------------------------------------------- 6"F ------------------------------------------------
(EXISTING)
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� PROVIDE CAP
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CREW SHELTER 1:--- - - - - -- I --- --- ----- - --6 "F -------- - - - - --
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REROUTED 8"F & - ,;,—THRUST BLOCK C10
RELOCATED PIVAI VE `
;
WITH GUARDPOSTS
r 4 t C10
I
C10 '
Z ,
Lr I
ao V)
x
L
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Al �r
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& CAP
' ���'GtEX(STING)
�fT��
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THRUST BLOCK
I - C10
ENLARGED PLAN I'D''
SCALE :1 /8 " -1' -0 (SEE SHT. C9)
O
BY
APPROVED
DATE
❑ AUBURN,
WA.
98002
pV.
❑EVERETT,
WA.
98201
BOEzhvm
FACILITIES DEPARTMENT
❑KENT,
❑PORTLAND,
WA.
OR.
98031
97220
„
■RENTON,
WA.
98055
F �fS
FSS`
❑SEATTLE,
WA.
98124
°N
'
ExPIRES: i r + r
THRUST BLOCK C10
RELOCATED FH & RV
WITH GUARDPOSTS
DETAIL
SCALE; NONE C10
ACCEPTABILITY
THIS DESIGN AND /OR
SPECIFICATION IS APPROVED
SOIL
THRUST BLOCK
4 ,
DETAIL 5 6
SCALE: NONE C10 C10
,
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GENERAL NOTES:
1. FOR GENERAL NOTES, SEE DWG. 5- APR.D -C1, SHT. Cl.
2. FOR MECHANICAL AND ELECTRICAL PIT LOCATIONS
AND TYPES SEE DWG. 5- APR.D- G1THRU G4.
.COFFMAN
FIRE PROTECTION - ENLARGED PLANS & DETAILS SHEET
1
LE V IO OF
/1
APRON V REARRANGE JOB ND.
310689
DWO. NO.
CIVIL MASTER RENTON 5- APR.D-C1O
N
9
0