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SEC. 3, TWP. 23 N., RGE. 5 E., W.M.
{
cep- OHP_ UP
IF NEW
HOUSES S (INCLUDING ANDBASEMENT
" THEN WATER METERS MUST BE SIZED
M TO PROVIDE FIRE SPRINKLER SYSTEMS.
i
�_ W
g 5' WOOD FENCE ' ,
y SSMH RIM421.54 N III I I
00 In
IE 8"W1=408.24 i i I 1 i o o
t IE "N=408,14 II I
I IE 8 5=408.i4 1I I I MAILBO S
� A I SDMH RIM=421.01
IE 6 W=415,71
MT-R1}�'= IE 12"E -x UNABLE TO MEASURE / �2"
IE 8W=411.54 '-- -_mamas - _ - -(a2o) Px�/ I '` IE III 41FaO, IF ?"E=411.,49 -} _ .� UP 1
_ _ _ _ ---- SDMH RI - ---- ___--- --- \ �'�uP 1 I
N 87.43'32' w- M=420.2 8" OI WATER NE 18TH CI C-L€,
- - -- - - '- __� __ ..._ 497.67 SP - E�12 W= 5.T�9 - - --� _ _ , _ _ _ _ w _� v� - - - I E T-8i
E 36 E� 4,54 J ` _ W -- s _ 1 / w H I
- W 1
CB RIM=419,91--_., -(42)0 _ I M f= 1 .2p�'"
�n �; -� 12 S0 2 MPE IP GA 36' SD PIPE
,
_ IE 12 E=415.71 EATER )ALITY 'TANK
,U^J
CN d'-CB RIM•-4 .26 W I
OX 62.51 1 - IE 12'-41 .76 >
SET REBARCAP LS 6422 Ty ( I I
/ W/ / EXIST. WATER 1 53.65 ' „ _5 Q I I
FENCE 0.8 , 1.2 N � I i
/ METER SETTER \ N y� �� IE 12'
f S= .61 II I 1
gal 9 I SET REBAR/CAP LS 6422
419 - W �_,. I II I I �4,
1 CHAINLINK FENCE
y 0b, I / / I I I I -IE 12" IRO z 18.r) i { M I I
tz
`t o I I z�T 59 I �'a X1 WATER SERVICE
' "� NIA / I tea' o i PER COR PLAN B106
6 WOOD &LATTICE FENCE � � 3 �- \ 1 I { I � Iz w� �w w I ' I I
5,094 SF o I' I w mom, wv)�Q € I I BY CITY
I \ ^I� I 5 460 SO IE 12" IRON=418.37 I I� ujw_J I I I
MIN\, CRAWL SPACE z �, I I> o_ 0_a t
/ I MIN. CRAWL SPACE o I Q ;n I uju)
EL=418.00 I EL=417.00 °' III la Ln o�
I IE 12 %PP=418,23-`n III ILa QL0 �coW --� ( I I
I >, I 36" FIR 1 I I� a'Z ��_o� ? I / ! I I -SDMH RIM=420,97
I 6 PVC ® SL=2.00% MIS. (TYP.) I > / I EB X
'� I I PROPOSED SIDE SEWER PER 30' DRIPLINE ' , \ I d-0 I I I IE 18"NE==413,27
„ I �, IE 2"E= 4 17. €17
�� _ I.E. 6 411.00 t�OR STD. PLAN 8078 (TYP.) III 1 � � / �- F4�_ -�
I
9 I � � I IE 18 ._�-413.2�
I
Mn
/ _ _ 62.51 £,� I LE. 8 407.76VE FY,RI {
I I c AI 17`48'06'f W 128.87 -' - I I 1 I - 1/ I I �::B RI,M=4-20,69
C.O. I LCL III I I I.E. - 407.701(VE IFY) I I IE 12"W=417.94
W I I.E. 6=409.60 I a I I I/ N
w I I 3.5' HIGH WOOD
I P,� I F P`� I W - - \K PICKET FENCE
O' I.,' I.. I I E_ I�� M H
I z x o I EXIST. WADER METER o {� I II I \
I Q , 5 ' 2 TO BE RELbCATED OR ' I c � I { �,�♦-
D BY
�' ���g m � MIN. CRAWL SPACE CITY ECREWS �SEPART
I I EL-41-7:00 OF THE \DUVALL I I SIC -- c /4 P Ip
u �
ROAD IMPROVEMENTS- / G _..._.,.. CAS
\ I 1 I IE 12" ICP = 18.33 I 'k,
I I.E. 6"=411.00 1\ { I 1 WI+ LIC PNB TEL, i
- - ----- - -- - - - - SET-REBRR-/CA>� LS-6 x x _ 125.6�9� I I 1 � {
FENCE 0. 'S 4 CHAINLINK FENCE/ N 8T48'06" W �25.60' SET REBAR/CAP LS 6422 I / T W t _ -_. _ �. I _ NE 18TH PL
10" HOLLY, 10' DRIPLIJ_ �� � I.E. 1"=407.599(VE FY)-
� SSMH RIM=420.66____'(000
\� IE 12"N=407.56 D I /
IE 8"E-4C17.26 I' I SD
I I I I
IE 12"S=407.26�
IE 12" CPP=418,14 I
- 4
8201
r IE 12" CPP=418.1011
-"� , I ► / , ✓
G
PICKET FENCE
LP I/
I EBOX�
O
t
1 -- 30.00
50, 00
I I
20
0 20
40
1 "=20'
P B oS
�� of WAS& S
-
CHECKED FOR COMPLIANCE
1 CITY COMMENTS TKB 12/05/08
NB SAY GOLDSMITH
��
wtnwL: NAw19H
29631 o
FG7S
TO STANDARDS
DESK;NED
NB
1 „-20'
HMZQITAL• NAD 19W/IW
o 1"
NAL EN �
Date l ��,.,�
��• �
\
�/�
arrE INCN
DATUM
Date
CHECKED:
NB
AT FULL SCALE
IF NOT ONE IW21
EXPIRES 7/2/09
Date
NO. REVISION BY DATE
APPR APPROVED:
Sri ACCORDINGLY
NB
13'x24' PLASTIC. METER BOX EQUAL TO MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18. WITH 1,75' THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS;
INC. MSGBC-1324-R WITH READER UD AND 1-5/8- DRILLED
HOLE FOR TOUCHREAD PIT LID (SEE. DETAIL A -A)
9' MIN
12" MAX
FINISH GRADE
1 z
6
36' MIN COVER
22-1 /2"
a r
PRIVATE
PIPING
PIPING
IN UNIMPROVED RIGHT OF
I1--l-WAY INSTALL METER BOX AT
F'
PROPERTY LINE WITH 12'
F'
�, ,,
LONG COPPER TAILPIECE.
W'
a I
� SIDEWALK
IL
TOUCHREAD WATER
METER TO BE
SUPPLIED BY THE
12"
2
CITY
TYPE "K"
SOFT
>
` o 00
COPPER TUBING
NEW DUCTILE'
IRON
WATERMAIN
IF SERVICE UNE TO HOUSE IS
TO BE INSTALLED IN THE FUTURE
INSTALL FORD C14-33 OR, 44 RDT
x COMPRESSION COUPLING
.LOOP DOM TO CENTERUNE
OF WATER MAIN TO PROVIDE
SLACK IN .COPPER SERVICE CoPPERSETTER FOR 5/B'.3/4' METER' FORD
LINE TO METER, VBH72 15W-44-33G OR McDONALD BRASS: 21-215WC0033, OR
MUELLER; 3/4-132470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP. FORD TAPEREDTHREADCOPPFRSFTTER FOR 1" METER. FORD VSH72-15W 44-44G. OR
(GC). QUICK JOINT McDONALD BRASS. 21-415WCOG44, OR MUELLER 1-B-2470-2
(3/4" F1000-3-0) OR AY MCDONALD 4701Q BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER:
(1' F1ODO-4-G) OR AY MCDONALD 47010 PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK
VALVE ON OUTLET. ALL PACK -JOINT FITTINGS SHALL BE WITH
QUICK JOINT.
N OTE:
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.
e e
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.
)RILL 1 S/8" DIA. HOLE FOR AMR
AUTOMATIC METER READ) TOUCHREAD DEVICE
2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
I
3/4' OR 1'
GALVANIZED
PLUG
3/4` & I" WATER SERVICE
Y p
ADOPTED
t t
CrrY OF RENTON
"""�����■ ��-
STANDARD PLANS
IST DATE: D4/04
DWG. NAME:
B106 SP PAGE: E 1 D6
PROPERTY LINE
FUTURE
B" BUILDING SEWER PIPE
BUILDING SEWER
z
2 > 4' STUD SERVICE MARKER PAINT
TEE WITH 6" SIDE OUTLET
UPPER PORTION WHITE ANS STENCIL ON
SIDE WORDING "SEWER" WITH 3" HIGH
BLACK LETTERS. AND 46 WIRE WRAPPED
AROUND THE STUD AND EXTENDED TO THE
TOP OF THE STUD.
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECIJR£D TO SEWER MAIN WITH STAINLESS, STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO. EXISTING MAIN.
PLAIN AND REINFORCED CONCRETE, DI PIPEAND CI PIPE SEWER
MAINS ARE TO BE CORE DRILLED.
VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE
SECTIONED IN.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE '
OR DUCTILE IRON PIPE.
3 :5 MI.X
CONCRETE
BLOCKING
6" SIDE OUTLET TEE
SEWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
2% MIN SLOPE
HORIZONTAL
SEWER MAIN
TYPICAL SIDE SEINER ELEVATION
NOTE:
UNLESS OTHERWISE 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.
�+_� C TY OF
ML RENTON
Planning/Building/Public Works Dept.
STANDARD SIDE SEINER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
L ADOPTED
CITE of RENTON
STANDARD P).aNs
LSTDATE:.04/04
DWG. NAME: B078 SP PAGE:8078
RVT SHORT PLAT FIELOBOOK:
PAGE
DRAWING NO:
SEWER & WATER PLAN
SHEET: OF;
6 7
A-NNNNA'A
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