HomeMy WebLinkAboutWTR2703482.1ei
SEC. 3, TWP. 23 N., RGE. 5 E, W.M.
T
l GHF UP
o
IF NEW HOUSES ARE OVER 3,500 SF
b9i
(INCLUDING GARAGE AND BASEMENT)
THEN WATER METERS MUST BE SIZED
TO PROVIDE FIRE SPRINKLER SYSTEMS.
5' WOOD FENC
E o f 1
L
Cn
IT,
SSMH RIM=421.54
LO
ff 8"W1=40&24 II#
U
Lrs
U0
IF , 8" N 408, 4
C
E 9S=408,04 I I I�jl-'�.AILBO
SDMH RIM=421,01-� m
1E 36"W=41&71
IE 12"E - UNABLE TO MEASURE
0
E_ 8"W=411-514 -(420) -A 1 E 2 1 R 41 �6 0
"v
UP
IE 8"E=411L,49 U - - - - wm�g
SOMHmm=420,2
N 87*43'32'�'_W_ W W 8" Di WATD� NE 18TH
WE-1 4W4:1 �� W_ LE,
> L97.67 SP 24W4:-155� I -F-- -----IkC w
1E 36"E=
CD R!M=419,91---_, --(420)_
" $$
1E 12 E=415�71 12SD 2MPE IP GA 36 SD PIPE-"
— s —_ WATER jALITY TANK
............. 4 ......
SET REBAR/CAP LS 6422 TyIVBO'Xp 62.51EXIST. WATER 53.65
FENCE 0.8'W, 1.2'N ,ME -TER SETTER < SET REBAR/CAP LS 6422
I
�s- -I
_4
CDICO
6' WOOD & LATTICE FENCE SN
5,094 SF o 5,460 SFI IF 12" 1R0N=418,37rN,
-IAQ� MIW CRAWL SPACE z I MIN. CRAWL SPACE 0
L=418.00 I EL=417.00 0?
IE 12 " CI P = 4 18, 2) 13, " f
6" PVC 0 SL=2.00% \ 1. (TYP.) 36" FIR'
PROPOSED SIDE SEWER PER 30DRIPLINE
I.E. 6", 411.00 1 COR STD. PLAN 8078 (TYP.)
co
I.E.-67=413.00
-w .....
--N -5-7*486 128.87
C.O.
L in CL
I.E. 6"=409.60 L0
ce�
xk 410 uHl E
x b�- EXIST. WAFER METER ca
< TO BE RELOCATED OR
? 6,36:SF NEW INSTALLED BY
4� 5 MIN. CRAWL SPAGt CITY CREWS\AS PART
)0 EL=411-7-.00 OF THE \DUVALL
C ROAD IMPROVEMENTS-
I.E. 6=411.00
as
SET_RTBTR-/CAP-L9-6 X X -ammmo_� 125.6b\
no
FENCE 0.2'S 4CH INK FENCE) N 87*48'06" W 125.60 SET REBAR/CAP LS 63422
q#G 10" HOLLY, 10' DRIPLI�
Q\, SSMH RIM=420,66
(0051 1E 12'N=407,56
iE 8"E=407,26
oIE 12"S=407126
C- _//z
IF 12" CPP=418.14
41
b,J IE 12" CPP=418 10
GN
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--C8 RIM=4
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IE 12"-4-1
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Li 2! —U')
I.E. 81 407.76 tVE�Fy
I.E. = 407.701 . (V m, FY)l 1E
w
MH
IE 12" CP �1 8.33
FH DX
4' CHAINLINK FENCE
K'xl" WATER SERVICE
PER COR PLAN B106
BY CITY
I I
—SDMH RIM=420,97
E64X� 1E 18"NE=413,27
1E 12'E=417,87
1E 18"S=41127
Q
A 01 0
CB RIM=420,69
4 vv_0
�E 12"W=417,94
35 HIGH WOOD
PICKET FENCE
1/4'
SiGn
, 3 PN8 TEL.
NE 18TH PL
I.E. 1 Z-=407.59---;�(VE`IaFY)
J #
D SID
3.5' HIGH WOOD
PICKET FENCE
41.
LP
421
Ln EBOX_
30.00
20 0 20 40
-mm
1 `--20
O� of NNAS
p SSO
1 CITY COMMENTS TKB 12/05/08 NB w?vEym: SCAM,
CHECKED FOP, COMPLIANCE GOLDSMITH VMM- NAIM IM
110= 20' HMZCNTAL- W IM/1901
o + 29631 TO STANDARDS DIESIGNEIX.
My
0 -,
GIST e94�c N B
DRAWN:
NAL Date > TB ONE INCH
Date CHECKED: 17—AT FULL SCME
NB
FEXPIRES 7/2/09 IF NOT ONE IWH
Date NO. REVISION BYDATE APPROV 0: N8 SCAUE ACCOWNGLY
13"x24' PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
NC. BCF SERIES MSBCF 1324-18 WITH 1.75* THICK DUCTILE
CITY
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
=1E
INC. MSCRC-1324--R WITH READER LID AND 1-5/8' DRILLED
PIPING
PIPING
HOLE FOR TOUCHREAD P17 LID (SEE DETAIL A -A)
z
IN UNIMPROVED RIGHT OF
_I1,WAY
INSTALL METER BOX AT
PROPERTY LINE WITH 12'
fr.
w LONG COPPER TAILPIECE,
9* WIN 01 SIDEWALK
12" MAXfr
—FINISH GRADE
TOUCHREAD WATER
oa
METER TO BE
36' MIN COVER
SUPPLIED 13Y THE
CITY
12"
z x
j <
?E >
TYPE SOFT
bo
E*"
,22- 1/2- COPPER TUBING
NEW "'TS
IRON
WATERMAIN
IF SERVICE LINE TO HOUSE 15
OR I*
TO BE INSTALLED IN THE FUTURE
GALVANIZED
INSTALL FORD C14-33 OR 44 FIDT
PLUG
x COMPRESSION COUPLING
,LOOP DOWN TO CENTERLINE
,OF WATER MAIN TO PROVIDE
SLACK IN COPPER SERVICE COPPERSETTER FOR 5/8"0/4' METER, FORD
LINE TO METER. VE3H72-15W-44-33G, OR McDONALD BRASS: 21-215W00033, OR
MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND
S"' CHECK VALVE ON OUTLET
CORPORATION 'STOP. FORD TAPERED THREAD 111rERIETTE, FOR I" METER: FORD VEIH72-15W-44-44G, OR
(CC). QUICK JOINT McDONALD BRASS: 21-415WCOG44, OR MUELLER; I-B-2470-2
(3/4- F1000-3-G) OR AY MCDONALD 4701Q 307H INLET AND OLJ71-ET WITH PACK JOINT WITH GRIPPER,
(I" FIDOO-4-G) OR AY MCDONALD 4701Q PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK
VALVE ON OUTLET. ALL PACK -JOINT FITTINGS SHALL BE WITH
QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX,
A —A DRILL 1-5/8" DIA. HOLE FOR AMR
(AUTOMATIC METER READ) TOUCHREAD DEVICE
2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
-7--TYPICAL RIB
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1* FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB 3/4 & 1" WATER SERVICE
ADOPTED
Cr!Y OF RENTON
STANDARD PLANS
LST DATE: 04/04
D DWG. NAME: B106 SP PAGE: B106
1 DATE I REVISION j
PROPERTY LINE
6'-0"
o
t- U TU RE
6" BUILDING SEWER PIPE
BUILDING SEWER
2"m 4" STUD SERVICE MARKER PAINT
TEE WITH 6" SIDE OUTLET
UPPER PORTION WHITE ANS STENCIL ON
>
SIDE WORDING "SEWER" WITH 3" HIGH
fr
BLACK LETTERS. AND #6 WIRE WRAPPED
AROUND THE STUD AND EXTENDED TO THE
TOP OF THE STUD_
6" SIDL SEWER AND BUILDING SEWER
UNLESS OTHERWISE APPROVED
BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED 7'_
_z? MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW S__
NERS TO EXISTING MAIN.
PLAIN AND REINFORCED CON`_,
-E, DI PIPE AND CI PIPE SEWER
__
MAINS ARE TO BE CORE DRIL
VITRIFIED CLAY PIPE SHALL 6
_1JT AND HAVE A NEW TEE
SECTIONED IN.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE,
1: 3:5 MIX
CONCRETE t Ooc
BLOCKING
2% MIN SLOPE
6" SIDE OUTLET TEE
SEWER MAIN
5" MIN,
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
SEWER MAIN
NOTE
UNLESS OTHERWSE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER_
CITY OF
RENTON
Planning/Building/Public Works Dept.
HORIZONTAL
TYPICAL SIDE SEWER ELEVATION
STANDARDSIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
ADOPTED
Crry OF RENMN
STANDARD PIMS
LST DATE:04/04
DWG. NAME: B078 SP PAGE:8078
RVT SHORT PLAT
DAM*
PAGE:
DRAWING NO:
SEWER & WATER PLAN
SHEET: OR
6 7
'100"
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