HomeMy WebLinkAboutS-386002FACE OF CURS
4"2""" ..
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..." T OP OF
? 1;2" R, ROADWAY
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CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE; OF ADJACENT CURB
6 112"
FLUSH WITH GUTTER
PAN AT SIDEWALK
RAIMP ENTRANCE,
1;12 1:24
'lop OF
R tA01NAY
• l
DE'P'RESSED CURB SECTION
A T SIOEINALK RAMPS
CEMENT C:OxNC:RE T F
1;2" Fi.. SID01VALK RAMP
?' I2
LANDING
vARIFS w...,, r
FROM .. _.�
3i6" G'If.EMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT Sit.)EVVALK RAMPS AND LANDINGS
'ACE OF ADJACENT C„ 1iFIS
6 12„ .
SEE. DEPRESSED CI,1RS DETAIL THIS SHEET
S.24
TOP OF
1„ 1;2,, n. ROADWAY
...1
DEPRESSED CURB SECTION
AT RESIC)ENI'IAL DRIVEWAYS ONLY.
FOR COMMERCIAL. DRIVEWAYS SFE STO PLAN 104,2
FACE O:: CURS
Ei 1t2"
..
FACE OF ADJAGE NT C ,IRCI a � '��, �., ,4
to POF
' ROADWAY
GUTTER SURFACE
t • R.
A % 6 !,A"
R. CEIMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL,
AT" HESIOENTIAL Oft uOMMERCIAL DRI;1EtrVAYS, AND AU E'M'S
GENERAL NOTES:
1. See sh3ndfiard plans'102 and 101.1 for curb axpan I(y,, aand € artlraclim. joint pa+ rx1.
2. Not used,
3. I ur Depressed Monolithic Onveway C;uits Gutter Section. see Standard €Mara 104.2
_N
STD. PLAN " 101
+ + Pt," 3 'iC WORKS
KS CEMENT COHCRETE CURDSR ED,
DEPARTMENT AVO
Ott ITEM {aNCLUOf„?a SJ-104ALF RAMPSS
1
=a LE tat' PAv1Ea _..._.
r
I wriwAv wousReo I
3t5" EXPANS" ,JOINT (TY'P„� (� P.? �
iS£E STa3. PLAN 1ti2 I € € `'� �.,Is£E srl PLAN 1i c) Ct:A161iT
CsWiC11ETlw
` sIdEWALK
f '_EE NOTE 5q j
PORTION OF THE NE 114 OF THE NE 114 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., W.M.
CITY OF RENTON, STATE OF WASHINGTON
LL
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CL3!•IST RUC:T ION JOINT .. _
SEE NOTE 1 ""� CEM E14T CONCWTE '
tiAMP MIIrM 1911:1 V B CURB 6 GUTTER
SLOPE (TrP. r {BEE 1`40':'E 3) ^
3ia!" Oa3sYTTtA►C'TIt1N JOINT {rYw.I ;
iREE STD KAaN 102, PLAN VIEW
JYPE C3 SHOWN, C 1 8 C2 S G -MAX SIMILAR)
(SEE NOTE 42
VARt
{a3�E Na LG t 8.31, MAX, VT NOTE D {'YP).
tom,
DEPRESSED CURB J< GlilleR -
Curt* corac± rt ' ' isee NOTE 3)
sWEWALK
SECTIilN €3EE s?a7, PLlurt , �-
1:3' ti {TYsr SaK*WALK ARDTH
asp V;FF r 1qz-Ncr Iry s; Wlv M. .... ....
-
t CRhtYVAr SME SLOPE ;5t. 7+"E 3ttavt9d 1:7V!:3r„;wit ' t Sttr ear"Wav
a:RIVEWArWrRELATIVE
•n.
W." TWE SLOK Owef,
$F0.'i m Ex ncefulm
r /
For NOTES see STD. PLAN 104.2
S'I'D. PLW -- 144.4
PUBLIC; WORKS CEMENT CONCRETE DRIVEWAY
+ ♦
DEPARTMENT ENTRANCE - TYPES CIE C28 PPR ED:
s s
C38, and C-MAXE (WITH BUFFER) TL.
r r .CEMENT
CONCRETE
GUTTER
r ,r
We NOTE 3)
CIN�Ni OW MONOLITFMC
OONCIIN1�t
IRE OETA L TliS SHW
f TYPIE C2B M ISOMETRIC VIEW
(OQWMII1111GIh,, WRH BUFFER)
NOTE$
t. Whelrt • df vaw width once*& 15110K oofdbW s tai dspVt
Oft MIMMI 3W � INK ati0lp NM1rN Mneel
(s1sf std. i0Z- CoIrekvd slwuliar joitrls` j� v t tl w
oslris ik inst 16' drr
mn wrn tpwft Wttsn drlwmy
wWd smand W.
2, Seal silt. *n 102 tat sk's III d dabOL
3. Curb lull 6utW show, o0w curb dnigrte meq be sps ft
Sae Sid, plan 101 tictr a" 49 Ms.
S. TM sgw. w1M d*vpn #A dr� to� OwaMlm at d
1QP an wM s�I�nbot " ', AN ekwakorls we at ft bet* of
6. Not Uad.
7, For Drirleswlsy VM1dtlIs ser DRIVEWAY STANDARDS
(1Ns NOTE 10). The slgsw*w )Dk* (ser srsK pian 104 s1shIMI be
spleosd ss sttawn Int ttt» eoerssporldlnp t�ontstic vlsw.
PROPERTY LINE
IR,M.0 of to Rewieed Daft GaWleR se for Aameibie Ptotic
ALL 90' TURNS SHALL BE ACCOMPLISHED
FUTURE
6" BUILDING SEWER PIPE �;� BUILDING SEWER
Ell
.1
UJ
_J
z
x 4" STUD MARKING POST PAINTED
TEE WITH 6" SIDE OUTLET 6"X6"X6" WYE WHITE WITH THE WORD "SEWER" STENCILED
> SURFACE CLEANOUT NTH
IN 3" HIGH BLACK LETTERS AND #6 WIRE
X CAST IRON RING da: COVER
W WRAPPED AROUND THE STUD AND
(EAST JORDAN IRON WORKS
EXTENDED TO THE TOP OF THE STUD.
Of 2975 OR APPROVED EQUAL,
SPECIFY "SEWER" ON LID,
6" SIDE SEWER AND BUILDING SEWER SEE STD. PLAN 403.1 FORINSTALLATION)
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ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN NTH
A NEW TEE USING FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
-
C. PVC MAIN CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS.
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CORE -DRILLED.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE. v�
1:3:5 MIX tx �\�GO
CONCRETE
BLOCKING��-
��N tis NG�tE
G� 2% MIN SLOPE
HORIZONTAL
6" SIDE OUTLET TEE
SEWER
6" MIN. MAIN SEWER MAIN
CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION
OF TEE AT MAIN OVER 25
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.
E I:
4" SEWER PIPE I
(TYPICAL)
6"x 6"x6" WYE
PUBLIC WORKS
STANDARD SIDE SEWER
STD• P•,%N - 406.1
}
INSTALLATION
r4"CLEANOUT
+ DEPARTMENT
i
1
PLAN
(SEINER MAIN TO PROPERTY LINE)
JANUARY 2013
PROPERTY LINE
LL
,
mom...._.
CL3!•IST RUC:T ION JOINT .. _
SEE NOTE 1 ""� CEM E14T CONCWTE '
tiAMP MIIrM 1911:1 V B CURB 6 GUTTER
SLOPE (TrP. r {BEE 1`40':'E 3) ^
3ia!" Oa3sYTTtA►C'TIt1N JOINT {rYw.I ;
iREE STD KAaN 102, PLAN VIEW
JYPE C3 SHOWN, C 1 8 C2 S G -MAX SIMILAR)
(SEE NOTE 42
VARt
{a3�E Na LG t 8.31, MAX, VT NOTE D {'YP).
tom,
DEPRESSED CURB J< GlilleR -
Curt* corac± rt ' ' isee NOTE 3)
sWEWALK
SECTIilN €3EE s?a7, PLlurt , �-
1:3' ti {TYsr SaK*WALK ARDTH
asp V;FF r 1qz-Ncr Iry s; Wlv M. .... ....
-
t CRhtYVAr SME SLOPE ;5t. 7+"E 3ttavt9d 1:7V!:3r„;wit ' t Sttr ear"Wav
a:RIVEWArWrRELATIVE
•n.
W." TWE SLOK Owef,
$F0.'i m Ex ncefulm
r /
For NOTES see STD. PLAN 104.2
S'I'D. PLW -- 144.4
PUBLIC; WORKS CEMENT CONCRETE DRIVEWAY
+ ♦
DEPARTMENT ENTRANCE - TYPES CIE C28 PPR ED:
s s
C38, and C-MAXE (WITH BUFFER) TL.
r r .CEMENT
CONCRETE
GUTTER
r ,r
We NOTE 3)
CIN�Ni OW MONOLITFMC
OONCIIN1�t
IRE OETA L TliS SHW
f TYPIE C2B M ISOMETRIC VIEW
(OQWMII1111GIh,, WRH BUFFER)
NOTE$
t. Whelrt • df vaw width once*& 15110K oofdbW s tai dspVt
Oft MIMMI 3W � INK ati0lp NM1rN Mneel
(s1sf std. i0Z- CoIrekvd slwuliar joitrls` j� v t tl w
oslris ik inst 16' drr
mn wrn tpwft Wttsn drlwmy
wWd smand W.
2, Seal silt. *n 102 tat sk's III d dabOL
3. Curb lull 6utW show, o0w curb dnigrte meq be sps ft
Sae Sid, plan 101 tictr a" 49 Ms.
S. TM sgw. w1M d*vpn #A dr� to� OwaMlm at d
1QP an wM s�I�nbot " ', AN ekwakorls we at ft bet* of
6. Not Uad.
7, For Drirleswlsy VM1dtlIs ser DRIVEWAY STANDARDS
(1Ns NOTE 10). The slgsw*w )Dk* (ser srsK pian 104 s1shIMI be
spleosd ss sttawn Int ttt» eoerssporldlnp t�ontstic vlsw.
FACE Cr aim
%OUR Ira C 11011 JCeft our
am tiYJlb OETAE
ata twuw tet ` a tun' : r _
lAr ft
OF
i......•. • , '.
NOTE: SWVa"y 1.0"Or t,XWO L D'AHMN
JtTtN'tat INWJL K 1'IJLL Qr1aN
OEPRESOED M0"M THIC CUFN A i#LtTTER DETAIL
x :.- FACE OF ACUACEW CUfW
IR,M.0 of to Rewieed Daft GaWleR se for Aameibie Ptotic
ALL 90' TURNS SHALL BE ACCOMPLISHED
-of.W*y ufNovambw 23, zoos (i OWAIn
/
9. Curb ,@M, ai for elrty Type C4AAX OrivmW maybe approved an
BY MEANS OF A WYE AND 45' BEND. TWO
z
s , . F ~ - It �+,r ..-- VJWACE
IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING
45' BENDS SHALL NOT BE ACCEPTABLE.
4" BEND AS REQUIRED (NO MORE
. ., h
LEVEL RIMS LOCATED BELOW THE ELEVATION
Deportment.
THAN 45' BEND). EVERY 2ND
DEPRESSED CURS DETAIL
4" CLEANOUT WYE WITH
AT MMOVITIIAL OR COIbIQeIIRk".fAt. 0MVIEWAYS, NO ALIMYS
CHANGE IN DIRECTION OR GRADE
w '
45' BEND AND PLUG.
2. Types of pipe and fittings that can be used for sanitary sewers
WILL REQUIRE A SURFACE
= R•�I1rrMenesh C�t',elaru111rlolalt '......,. - �. -
BACKWATER VALVE OR APPROVED EQUAL SHALL BE
shall be approved by the Deportment of Public Works. Rubber or
CLEANOUT WYE.
I
W
Z
J
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W
z
W
Z
HOUSE
�
a
J
�
HOUSE ��
J
r
HOUSE al HOUSE
0
0
aOf
a
a
0
a
Z
o C
-��
3 -0" MIN.
SURFACE CLEANOUT
E I:
4" SEWER PIPE I
(TYPICAL)
6"x 6"x6" WYE
4"x 4"x4" WYE
4" SEWER PIPE, SEE NOTES 2
(SEE STD PLAN - 407)
SOFT
r4"CLEANOUT
4" TEST TEE WITH AND 3. MINIMUM LINE SIZE FOR
i
1
PLAN
4. For inspection of side sewer, call 24 hours in advance. The
PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6"
PROPERTY LINE
LOW ELEVATION HOUSE
G
(TYPICAL)
PROPERTY LINE
3' MIN.`O z
OR 1"
i
6"x 4" REDUCER(TYPICAL)
GALVAN!ZED
t= -MAIN
Z
SEWER
LINE?�
PROPERTY LINE FROM THE HOUSE BUILDING DRAIN
x
FACE Cr aim
%OUR Ira C 11011 JCeft our
am tiYJlb OETAE
ata twuw tet ` a tun' : r _
lAr ft
OF
i......•. • , '.
NOTE: SWVa"y 1.0"Or t,XWO L D'AHMN
JtTtN'tat INWJL K 1'IJLL Qr1aN
OEPRESOED M0"M THIC CUFN A i#LtTTER DETAIL
Y. PUBLIC WORKS TYPICAL BUILDING SEWER S'I'D. PIAN - 406.2
+ ; + FROM PROPERTY LINE TO
/ , DEPARTMENT SUILDING CONNECTION
SEPTEMBER 2012
8. Slaps shah conlpiy with III III olin - R303 01 or R303=2.2 or
x :.- FACE OF ACUACEW CUfW
IR,M.0 of to Rewieed Daft GaWleR se for Aameibie Ptotic
NOTES:
-of.W*y ufNovambw 23, zoos (i OWAIn
/
9. Curb ,@M, ai for elrty Type C4AAX OrivmW maybe approved an
I. Prior to installation of a sanitary sewer connection, a side -sewer
z
s , . F ~ - It �+,r ..-- VJWACE
IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING
permit must be purchased from the City of Renton Public Works
xa < FLOOD
. ., h
LEVEL RIMS LOCATED BELOW THE ELEVATION
Deportment.
o
DEPRESSED CURS DETAIL
OF THE NEXT UPSTREAM MANHOLE COVER OF THE
AT MMOVITIIAL OR COIbIQeIIRk".fAt. 0MVIEWAYS, NO ALIMYS
zPUBLIC
o
w '
SEWER SYSTEM, A BACKFLOW PREVENTION
DEVICE SUCH AS CLEAN CHECK EXTENDABLE
2. Types of pipe and fittings that can be used for sanitary sewers
CHAPTER 4
= R•�I1rrMenesh C�t',elaru111rlolalt '......,. - �. -
BACKWATER VALVE OR APPROVED EQUAL SHALL BE
shall be approved by the Deportment of Public Works. Rubber or
`n
Lam awovftwo
INSTALLED.
fi
neoprene gaskets as specied by the manufacturer, sholl be
m
a�
used on joints.
0
m
4" FLEXIBLE COUPLING (FERNCO OR EQUAL)
Z
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12 ,
3. A minimum grade of 2% (1/4" per foot) must be maintained
w
SURFACE CLEANOUT
with 4" pipe. In the event a 2� rode cannot be maintained, the
P P 9
M �
4"x 4"x4" WYE
n a Cit
owner must sign Y of Renton grade release form and then
TYPE "K"
SOFT
4" PIPING
can install 6" pipe at a grade of 1%.
1 COPPER TUBING
PLAN
4. For inspection of side sewer, call 24 hours in advance. The
BUILDING DRAIN FOR
inspection phone number is on the side sewer permit. Site
LOW ELEVATION HOUSE
must be ready for inspection and representative on site when
IF SERVICE UNE TO HOUSE IS
xz�3//4"
OR 1"
inspector arrives at appointed time. Side sewer and stub shall
TO BE INSTALLED IN THE FUTURE
GALVAN!ZED
be tested per City specifications. Make the connection at the
MAIN TO
PROPERTY UNE 5'-0" 5'-0"
house. Do not backfill the ditch until approval is given by the
PROPERTY LINE FROM THE HOUSE BUILDING DRAIN
inspector. Final approval will be granted after the existing septic
SIDE SEWER
BUILDING SEWER 2'-6"
tank has been pumped out and filled with sand.
3' -0"
3'-0"MIN.
5. Install side sewer with 2' minimum cover. 18" cover is allowed
-TO
I6.
at the house if outlet is shallow.
If side sewer stub is not available. The owner shall be
or
•� m a
_ n �, a.
$ o� � + x +
responsible for its installation per standard drawing 406.1. All
Co i max.= _ rn
work within street right-of-way shall be done by a licensed and
z o
Orn
-VI a rn 0 n 4 rn+ v = y Z r- 0
� '�
bonded contractor.
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A
inn r PzoA CX Z I ?m pX r=
m rn m o ll C rn z 0 o W
7. All work shall be accomplished in accordance with the Washington
(
zaaa
Z$ O
C) C -t : Z O = A r J0 !'� rn
o m r O C O D D
Industrial Safety and Health Act. (KASHA)
�
'Jarn� pin n
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0 > S (n (n O
zC zcnzc� c �c+ ��
8. All trench restoration for side sewers in the blit right-of-way
9 Y
rn
.0,
rn
sholl conform to the most current trench restoration
st
�z
I a, W 01 D rn
z
requirements as in the Renton Standard Drawings.
v
X• rnm -Z
o Chz500 rn
9. All building sewer and side sewers sholl have bedding in
4 x' tog rn y -
01
accordance with standard drawing 405.
Cr.CC4
>U�„
0
��ME$
v
z 2 m
10. There shall be a minimum 10 foot horizontal separation between
�362ai
a4�
� rn V
sanitary side sewers and water services and a minimum 5 foot
-c
horizontal separation between sanitary side sewers and Qlj other
O
o
utilities.
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CALL FOR LOCATIONS BEFORE YOU DIG
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48HR LOCATORS 1-800-424-5555
Y. PUBLIC WORKS TYPICAL BUILDING SEWER S'I'D. PIAN - 406.2
+ ; + FROM PROPERTY LINE TO
/ , DEPARTMENT SUILDING CONNECTION
SEPTEMBER 2012
8. Slaps shah conlpiy with III III olin - R303 01 or R303=2.2 or
x :.- FACE OF ACUACEW CUfW
IR,M.0 of to Rewieed Daft GaWleR se for Aameibie Ptotic
12" MAX
-of.W*y ufNovambw 23, zoos (i OWAIn
/
9. Curb ,@M, ai for elrty Type C4AAX OrivmW maybe approved an
0
b"W.
s , . F ~ - It �+,r ..-- VJWACE
10. STREET STANDARDS = Rw ton Munkipef Code (RMC)
'
Thk IV Development PAvAWmrls
. ., h
CHAFMR 6 STREET AND UTW" STANDARM
-`
Sedlon 4-6-M S1'RrE>E T STANDARDS
DEPRESSED CURS DETAIL
AT MMOVITIIAL OR COIbIQeIIRk".fAt. 0MVIEWAYS, NO ALIMYS
DRIVEWAY STANDAMS a RI>oWn Munilelptll 'Cods (RMC)
w '
Tide IV oswiopnlent lteti %
ROM
DtivExam TYPE CIS
=Y
CHAPTER 4
= R•�I1rrMenesh C�t',elaru111rlolalt '......,. - �. -
CFTY VIDE PROPERTY DEVEu.»MENT STANDARDS,
OluRlfflrratt.aAsls....,.,^.,.,.,.^,..._._._.,..,,._.,�......_,_.,_..__._....-._.:...,....._.
5er"r, 4.44= PARKING, LOADING AND DRfVEWAY
Lam awovftwo
REGULA710Ns
t l' p). BNart1<•Nb ilWllur _ __ ............._...._..._ =
PUBLIC WORKS CANT CtiNCRETE DOOMFUWAY Ol !! PLAN - 1Q4.S._..
DEPARTMENT -NO AND MITA +" -
'soma\
12 Y4" ---
14"
2"
1 Y"
4
I---- 1 1 It
-
12Y4"-
14" -
CAST IRON RING
�- RECESSED
LIFT POCKET
V - 11 N.C. SOCKET HD 2" A. C. 2'-Opr
SCREW 1 Y4" LONG
(BRONZE OR S.S.) A-
rA
x 2" RAISED PADS ~`
6" CONCRETE
CLASS 3000 SAND OR
EXPANDABLE
FOAM
WATER TIGHT
PLUG
B
45' (1/8) BEND
1 } 2„
8" C3
X\G
14P
�0
) BEND
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES:
1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
PUBLIC WORKS 8 O 6 INCH CLEAN-OUT �''M'i
R
DEPARTMENT FOR SANITARY 94MUR MAINS
SEP'PEMBER 2011
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. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE
FOR TOUCHREAD PIT UD (SEE DETAIL A -A) -
36" MIN COVER
I NEW DUCTILE
IRON
WATERMAIN
9" MIN
'J TY j PR!VATr
12" MAX
FINISH GRADE
PIPING I P!P.N'�
12 Y4" ---
14"
2"
1 Y"
4
I---- 1 1 It
-
12Y4"-
14" -
CAST IRON RING
�- RECESSED
LIFT POCKET
V - 11 N.C. SOCKET HD 2" A. C. 2'-Opr
SCREW 1 Y4" LONG
(BRONZE OR S.S.) A-
rA
x 2" RAISED PADS ~`
6" CONCRETE
CLASS 3000 SAND OR
EXPANDABLE
FOAM
WATER TIGHT
PLUG
B
45' (1/8) BEND
1 } 2„
8" C3
X\G
14P
�0
) BEND
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES:
1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
PUBLIC WORKS 8 O 6 INCH CLEAN-OUT �''M'i
R
DEPARTMENT FOR SANITARY 94MUR MAINS
SEP'PEMBER 2011
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. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE
FOR TOUCHREAD PIT UD (SEE DETAIL A -A) -
36" MIN COVER
I NEW DUCTILE
IRON
WATERMAIN
`�- LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER CQPPERSETTER FOR 5/8%3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR
MUELLER: .3/4-6-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK, VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD V81-172 -15W -44-44G, OR
TAPERED THREAD (CC). QUICK JOIST McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-8-2470-2
(3/4" F81000-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" FB1000-4-Q) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE .AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
ALL METER BOXES tNSTALLED 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 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
7 2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
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.
M. PLAN 920.1
_ 34" AND 1" WATER SERVICE
- . L
Know whes below.
Call before you dig.
IN COMPLIANCE WITH CITY OF RENi'ON
ANDARDS
BY:
BY: Date:
� BY: Ddt+e:
BY: Date;
9" MIN
'J TY j PR!VATr
12" MAX
FINISH GRADE
PIPING I P!P.N'�
0
_Z ( IN UNIMPROVED RIGHT OF
of
t
No0
-' ,� WAY INSTALL METER BOX AT
-'
22-1/2'
O
`�- LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER CQPPERSETTER FOR 5/8%3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR
MUELLER: .3/4-6-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK, VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD V81-172 -15W -44-44G, OR
TAPERED THREAD (CC). QUICK JOIST McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-8-2470-2
(3/4" F81000-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" FB1000-4-Q) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE .AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
ALL METER BOXES tNSTALLED 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 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
7 2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
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.
M. PLAN 920.1
_ 34" AND 1" WATER SERVICE
- . L
Know whes below.
Call before you dig.
IN COMPLIANCE WITH CITY OF RENi'ON
ANDARDS
BY:
BY: Date:
� BY: Ddt+e:
BY: Date;
'J TY j PR!VATr
N
O
O
PIPING I P!P.N'�
0
_Z ( IN UNIMPROVED RIGHT OF
Z
t
C
-' ,� WAY INSTALL METER BOX AT
-'
O
O
' PROPERTY LINE WITH 12"
'
O
X ' LONG COPPER 'TAILPIECE.
w '
7>
0 SIDEWALK
aI
a�
TOUCHREAD WATER
m
METER TO BE
12 ,
SUPPLIED BY THE
z Q
CITY
>
TYPE "K"
SOFT
o
1 COPPER TUBING
~ n
IF SERVICE UNE TO HOUSE IS
xz�3//4"
OR 1"
TO BE INSTALLED IN THE FUTURE
GALVAN!ZED
INSTALL FORD C14-33 OR 44 FIPT
PLUG
x COMPRESSION COUPLING
`�- LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER CQPPERSETTER FOR 5/8%3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR
MUELLER: .3/4-6-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK, VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD V81-172 -15W -44-44G, OR
TAPERED THREAD (CC). QUICK JOIST McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-8-2470-2
(3/4" F81000-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" FB1000-4-Q) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE .AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
ALL METER BOXES tNSTALLED 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 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
7 2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
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.
M. PLAN 920.1
_ 34" AND 1" WATER SERVICE
- . L
Know whes below.
Call before you dig.
IN COMPLIANCE WITH CITY OF RENi'ON
ANDARDS
BY:
BY: Date:
� BY: Ddt+e:
BY: Date;
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