HomeMy WebLinkAboutW-408302CID
TO THE EXISTING MAIN
0 (1) 8" X
6" TAPPING DI TEE ( J X FL)\
\
C)CONNECT
AS SHOWN PER COR STD DETAIL
WITH (1)
6" GATE VALVE (FL X I MJ)
CONNECT TO THE EXISTING Al IN 9
(1) 8" X 6" DI TAPPING TEE
(MJ X FL) WITH (1)
8" GATE VALVE \ \ \
# 300.1 WET -TAP AND EXCAVAIE
AS SHOWN PER COR STD D AIL
(FL X MJ)
\\ \
N
I
TO INSTALL 6" DIP SUPPLY LINE
24 LF 6"
DI WATER FH ASSEMBLY IN
# 300.1 WET -TAP AND EXC VATE
PER COR TYPICAL FIRE HYDRANT
PLANTER
STRIP
TO INSTALL 6" DIP FIRE
36 LF 6" DI WATER
\ \ \
j
ASSEMBLY STD DETAILS DWG
CONCRETE
THRUST BLOCK PER COR STD
SPRINKLER SYSTEM PER COR
\
\ \
`\
#310.1 AS FOLLOW:
TYPICAL TRENCH DETAIL STD.
CONCRETE THRUST BLOCK PER COR STD' `N0.
330.2 (TYP.)
DWG N0.
330.2
DWG #110 AS FOLLOW:
\
`\
�
BACKFILL TRENCH &RESTORE
PAVEMENT PER COR
TYPICAL
• BACKFILL
TRENCH & RESTORE PAVEMENT
TRANSVERSE PATCH FOR FLE
IBLE PAVEMENT, DWG
#110 `\
PER COR
TYPICAL TRANSVERSE PATCH FOR G
\
-.FLEXIBLE
PAVEMENT, DWG #110
6" DCVA ASSEMBLY PER COR
STD DETAIL #360.2 DOUBLE DETECTOR
-- ..............................
;;;;;;;;;
CHECK ASSEMBLY WITH STANDPIPE
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--
--_�,P
OUTSIDE INSTALLATION
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W
— —
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STA 0+00.04 0.04
-- -s---=S-----S-----S-----S-----S---- -- \\ _-- B `� r \(1)- DI TEE // \\
_ -I-s-- -_ s-----S-- - --. - `\ 8„ X 8„ X 6„ I
SD I s �� \ S MJ` X- M_J -X _1tr - S- --- S-1
- - - _ _ -
SD
SID
/ r as 1 :�• \ I
f,.., r N
63.2 - / n \ I
°° I I r I q 6 DI FIRE SERVICE LINE WITH DCVA RISER ROOM FO
\ A _--FDC O VAULT INCLUDING FDC AND PIV PER FIRE
E PIV MARSHALL REQUIREMENTS TO RISER ROOM
/ I I CO E/ /REFER TO BREAKDOWN OF DETAILS ON
I \ (RI) / / THIS SHEET G WET -TAP EXISTING 8" WATEF
36' 0 6 I PUSH ON DIP W / / O PER STD. PLAN 300.1
APPROVAL:SACONDITION OF CV I D/ B \\6" DI WATER SUPPLY FOR FH \
/ I O
\STD DETAILS DWG. #310.1
\ FIRE TRUCK TURNING RADII
A MINIMUM 18-INCH VERTICAL `r` I LJ /, INSTALL FH SSEMBLY AS FOLLOW: \ O
`C) % I I I SEPARATION BETWEEN
/ I STORM PIPE AND WATER PIPE C 8" X 6" TEE (MJ X FL) INSIDE TURNING RADIUS
/ \ \ SHALL BE PROVIDED. O •
6" PLUG (MJ) VALVE W (FCONICJBLOCK OUTSIDE TRUCK TURNING RA
TYPICAL FOR ALL 5-TURNINC
STA 1 +08.81 GUARD F OSTS RADII LOCATIONS
+ Z OFF 0.00 O EX FIRE LINESHALL REMAIN UNDISTURBED,
NORM SEWER BETWEEt EX. MAIN AND THE N W FH ASSEMBLY.
CROSSING ( TYP. ) � REMOVE X. 8" WATER SOUTH 0F O NEW FH TEE. I EX 15' WATER LINE
/ S.F.R• / EASEMENT
67 CEL PUSH �)_N, D J) o REMOVE &\ LVAGE- EX. HYDRANT.
\\ ��\\ /// // II / • I = - I E MIN 20' WID._'ACCESS PER FIRE
O
MARSHALL REQUIREMENTS RELOCATE EX. 2 AND
' 15. 0' 10 3" METERS TO BE IN
PUSH ON DIP,WI R
LANDSCAPING STRIP AS
\\
SHOWN - B C �1 AS A CON
N88' 19� 30.00"W RELOCAT
METEERS E
In 7.51
I
/ ° \ + FORCES. H 5LLt'HtYH 11= VVH I ttC
I
435 \ METER PERMIT WILL BE REQUIRED. I
I
SOT // I I _-.�; ° ! \�
I /
I I
OFF 0.00
STA 1 + 73 0.18
(11) 6 I�I 5 DEG BEND x
V) \ \ I \(MJ MJ X RJ)
I \ I \ I C C. BLOCK
Up
i
2'
H
H
00
Q
J
00
o � I.STA 2+00.3
SS I _
OF USH -ON DIP WI OFF ,0.00 I o U
\ o ._ / J
\ \ STA 2+80.441 - 1.21 ' \ ! ® I z / Q
\ \ 1)e\6 IN 45 DEG ,END / / ~
(MJ X MJ X" RJ) O T TH CONC. BLOC + F ® 433 W-408302 O
3 I �` _ _ C)
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XTEND 6"ll DI FIRE ® IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DIP FIRE SPRINKLER EXTENSION PLAN T(:))6 I I I INE TO THE RISER � Z
SCALE: 1 " = 20' I I / OOM. INSTALL FLO li DEVELOPMENT ENGINEERING WATER UTILITY LU
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V / FLANGE & tERMINAT d- ----___ _ UD - - UD Nathan Janders 03/19/2020 agafour 03/19/2020 0-
THE LINE P�Tr1^^^ � 435 CALL 811 (2) BUSINESS DAYS - Z
BEFORE YOU DIG Q
(UNDERGROUND UTILITY z
J LOCATIONS ARE APPROXIMATE) —
lv�F WASy1 0�
Q
GPERMIT SUBMITTAL SURVEYED: GEODETIC SURVEYING SCALE: DATE: CC
Terra Vista NIX/ �� SERVICE HORIZONTAL- NAD 1983/1991 FIRST UKRAINIAN PENTECOSTAL CHURCH 01-30-20
y DESIGNED: SP AS INDICATED o CITY O F
ON DRAWING —wi5� 3811 N E 21 ST ST FlELDBOOK:
Consulting Engineers i0 DRAWN: SP RENTON PAGE:
3 �9 ONE INCH RENTON, WA 98056 DRAWING NO:
J204 SMO!(EYPO/NTOR, 1207 f� �7STER A CHECKED: SP AT FULL SCALE DATUM Planning/Building/Public Works Dept. FIRE SPRINKLER EXTENSION PLAN C6.0 �
ARL/NGTON, WA 9822,3 ANAL E� � IF NOT ONE INCH
I YK!T0-6.91—_02KfCOM 9 NO. REVISION BY DATE PP APPROVED: SCALE ACCORDINGLY SHEET. 16 OF. 65
08/06/2024 � IL