HomeMy WebLinkAboutW-382002W SEE MOTE 7) LIV-ITS OF PIPE ZONE
rr
BEDDIN V'ATEPIAL FOR
C ,
SANITARY SEWER PIPE '
0.1) . lJ F X31
s
SEE MOTE 5j f
t l
FCJN= ATION LEVEL
a
f J
BED31NC FOR SANITARY SEWED PIPE
NOTES:
1. PROVIDE i NIFORM SUPPORT UNDER BARREL.
Z. HAND TAMP UNDER HAUNCHES.
3, COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCE*'T DIRECTLY
OVER PIPE- HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS.
5- PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR BRAINS"
AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD
SPECIFICATIONS OR PEA 3RAVEL_
(5. PIPE MUST BE ANCHORED IN SUCH MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED -
7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
PUBLIC WORKS pt" 9M. MTX - 405
DEPARTMENT FAR AAIAWARY NMMERS OCTOBER 2012
12 Xts -
14"
I 22'
1 Y"
4
1 PIPE BEDDING
6, N.T.S. STD. PLAN -405
RECESSED
LIFT POCKET
)6" - 11 N.C. SOCKET HD
SCREW 1 Y4" LONG
(BRONZE OR S.S.)
)I " x 2" RAISED PADS
h1 1 �' _ 1
12 Y4"
14"
CAST IRON RING AND COVER
/
/
Lirx � t.
•CONCRETE
CLASS ill • i'
EXPANDABLE
FOAM
WATER TIGHT
PLUG
45• (1 /8) BEND
I" \tip
8 `7
G�
P�
J�
o
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
45' (1/8) BEND
NOTES:
1. S" 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 i Qs INCH C T DID. 409.i
R
DEPARTMENT FOR SAMTAIRY MBNA
�- SEPTEMBER 2011
K'_5'*8 OR 6 INCH CLEAN-OUT
6. FOR SANITARY SEWER MAINS
N.T.S. S1D. PlAll -X03.1
i:i"x24" PLASTIC VETER ROX EQUAL TO MIE-STATES ,LAcTIk ,
INC 3CF SERIES MSB -CF ' 324-18 WITH I "" THICK DUCTILE
IH2GN _)IAMD]NU --LATE ..(,VER EQ IAL TC: %el_ -NATES �ILASTI(: S,
INC. VSCR('-I �7�-R +HATH REAlDER LIC ANS 2" :^PIECE:. HOLE
FOR T0_CHREA_; SIT 1-11 (SEE DETAIL A -A
L" MAX
FINISH i.RAGE
r
W
36„ MIN ,:-VER
INEW >JCTILE
IRD\
'
r A.TER�4 I N
•A
�
S17 T. 1/4, SW 1/4, SEC. O5, 23 N. , R. 05 E., W. M.
KING COUNTY. WASHINGTON
>
f
CITY
L1 17
INSTALL FORD C14-33 OR 44 FIYT
a
12 Xts -
14"
I 22'
1 Y"
4
1 PIPE BEDDING
6, N.T.S. STD. PLAN -405
RECESSED
LIFT POCKET
)6" - 11 N.C. SOCKET HD
SCREW 1 Y4" LONG
(BRONZE OR S.S.)
)I " x 2" RAISED PADS
h1 1 �' _ 1
12 Y4"
14"
CAST IRON RING AND COVER
/
/
Lirx � t.
•CONCRETE
CLASS ill • i'
EXPANDABLE
FOAM
WATER TIGHT
PLUG
45• (1 /8) BEND
I" \tip
8 `7
G�
P�
J�
o
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
45' (1/8) BEND
NOTES:
1. S" 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 i Qs INCH C T DID. 409.i
R
DEPARTMENT FOR SAMTAIRY MBNA
�- SEPTEMBER 2011
K'_5'*8 OR 6 INCH CLEAN-OUT
6. FOR SANITARY SEWER MAINS
N.T.S. S1D. PlAll -X03.1
i:i"x24" PLASTIC VETER ROX EQUAL TO MIE-STATES ,LAcTIk ,
INC 3CF SERIES MSB -CF ' 324-18 WITH I "" THICK DUCTILE
IH2GN _)IAMD]NU --LATE ..(,VER EQ IAL TC: %el_ -NATES �ILASTI(: S,
INC. VSCR('-I �7�-R +HATH REAlDER LIC ANS 2" :^PIECE:. HOLE
FOR T0_CHREA_; SIT 1-11 (SEE DETAIL A -A
L" MAX
FINISH i.RAGE
r
W
36„ MIN ,:-VER
INEW >JCTILE
IRD\
'
r A.TER�4 I N
•A
�
S17 T. 1/4, SW 1/4, SEC. O5, 23 N. , R. 05 E., W. M.
KING COUNTY. WASHINGTON
n
t
f— �I#ILL 2" --AA. HOLE FOR AMR t ,AUT0VATIL
METER REAR`, T0,JCHREAD DEVICE
f _'12` MIN. FRO,M NEAREST
AND FRONT EDGE OF PIT LIC
- TY�=I C AL
RIB
\ .
:_)TE -
THE
:THE ENTER 3F THE HOLE MUST 3E AT LEAST `" FROU
CINDERNEATH -485 _NL.ES5 THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGANS-,T THE OPEN SIDE ^F MORE THAN
ONE RIR
PUTBT,IC WORKS 3/4" AND 1" WATER SERVICE Sm. PLAN - 31111101
DEPARTMENT
NOVEMBER 2009
2 3/4 "AND 1 " WATER SERVICE
6 N.T.S. STD. PLAN - 320.1
IF SERVICE LI%E TO H;;USE IS 3/4" OR '
f
CITY
PRIVATE
INSTALL FORD C14-33 OR 44 FIYT
a
x COMPRESSION C"U;i U\G
f'Ir'IPi•"
+'K'In�
LLJ
1.2"x
?R;),VIDE SLACK IN COPPER
4" STUD MAAKOG POST PANTED
��
� �~• WYE 0*7E WIIH TW WORD *SEE a S ENCLED
i)!?ILLEC HOLE 1\ _.' i
J I
r_ I- IN _1NIMPR I'JE�O RIGHT '>F
J
IN L.1%Ei'.• AS � ART OF THE DETECTOR�
MUELLER: .3/4 -F1 -247C-2 WITH A\4, -LE BALL VALVE N. INLET AND
i
'NAY INSTALL METER 90X AT
;ORPURATI,0\ STOP NTH BALL VALVE, FO,23
COPF'ERSETTER FOR I" METER; F RD VEIH 12-' 5W-44-44(;, OR
TADEREG THREA :. (C'(:':. QUICK -DINT
'
PROLERTY LINE WITH ' 2"
BOTH INLET AN=, OvTLET WITH QUICK , :INT. PADLOCK WINGS O\
t" FFi1G.,C- -{�; AY NC C1w1AL) �Ir ' �
INLET ANCiALL VALVE AND SINGLE "HECK 'VALVE N "'OTLET.
w •
LONG ^!^"APER TAILPIECE.
; .
A. VITRIFlED CLAY MAW - CUT N A NEW SECTION OF SEVER MAIN WITH
ALL METER 3C_XES INSTALLED
WITHIN CNCRETE OR PAVED CRI'slE1AiAY5 'SHALL BE
SIDEWALK
FRCTH SIDES OF VETER 1�',�X-
S: Fy_x3,f4'
8. CONCIIETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN IM11H
f
cz
^.,TTY
� I
n
- {—Tr VAIN
(FERNCO OR APPRIDVED EIOUAi4
r
r -4
'r'
--
' ALL AFiJu\BLOCK
EQUAL) OR CUT IN A NEW TEE USING RM COUPLINGS.
0. DUCTILE IRON MAIN - CORE -DRILLED VAIM A ROMAC SADDLE (OR
:1
--
-TOUCHREAC WATER
-
4 ~�
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
a ALL .)ETECTOR r,0.JRLE CHECK `: ALVE
AT MAO&WACIURE'D KNOCK -OUT'S OR 1HE
a„ OR j, ASSEMBLIES SHALL INCLUDE RESILIENT
FL. xE. L A-
•
MMETERTLO �3E
A ,1
, SEATED SHJTDFF VALVES AND TEST
PIPE 'Y1TH _.,LLAR ,H COCKS. ANT) APPROVEi?
60" ALLOWABLE MAX.
FROV P.E. CROSS-C:ONNECTIGN cCNTROL
FOR CAST IRON PIPE
LCITY?>
QUPDLIE% RY THE
'- .. -6 LONG HEALTH LATEST At'>'=zDVEv= LIST.
- C", 8" :DR 6" .;ATE VALVE. FL.x M,.,
a
KITH INDICATOR �i)'ST INDICATOR
CONCRETE
BLOCKING
j
Z5
, �t►'�':�c
rHI:TCFF VALVPE,
TY -=E K
S., FT
2% MIN SLOPE
_
HORIZONTAL
zN,
..LF' E � Tf;` E31 ,
SEVER
..
6" MIN. MAIN
SEINER MAIN
OF TEE AT MW Kn 2;5' Atm
45' TYPIC/4l SSE SERER
STANCHIONS BOLTED TO FLOOR
f
E -,
VI E
v`v'
�!
jr
n
t
f— �I#ILL 2" --AA. HOLE FOR AMR t ,AUT0VATIL
METER REAR`, T0,JCHREAD DEVICE
f _'12` MIN. FRO,M NEAREST
AND FRONT EDGE OF PIT LIC
- TY�=I C AL
RIB
\ .
:_)TE -
THE
:THE ENTER 3F THE HOLE MUST 3E AT LEAST `" FROU
CINDERNEATH -485 _NL.ES5 THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGANS-,T THE OPEN SIDE ^F MORE THAN
ONE RIR
PUTBT,IC WORKS 3/4" AND 1" WATER SERVICE Sm. PLAN - 31111101
DEPARTMENT
NOVEMBER 2009
2 3/4 "AND 1 " WATER SERVICE
6 N.T.S. STD. PLAN - 320.1
IF SERVICE LI%E TO H;;USE IS 3/4" OR '
f
` TO BE INSTALLED IN THE FUTURE f GALVANIZE-
f'
INSTALL FORD C14-33 OR 44 FIYT
a
x COMPRESSION C"U;i U\G
LOOP 3tOitiN TO CEZ TERLINE f
BUILONG SEWER
df
OF MATER MAIN TO f
1.2"x
?R;),VIDE SLACK IN COPPER
4" STUD MAAKOG POST PANTED
��
� �~• WYE 0*7E WIIH TW WORD *SEE a S ENCLED
i)!?ILLEC HOLE 1\ _.' i
C QPf1ERSETTER F3H L/5"x.5/4" METER: FOR::
SERVICE LINE TU METER.
'
VEiH72-15W-44-33G, OR !VcJONALD BRAS: 21-215,'A<C0033, OF
IN L.1%Ei'.• AS � ART OF THE DETECTOR�
MUELLER: .3/4 -F1 -247C-2 WITH A\4, -LE BALL VALVE N. INLET AND
DC"A3LE-HECK VALVE ASSEMBLY. IF" F :1R '',s ASSEMFLY
SINGLE CHECK 'VALVE ' \,31+. TLET
;ORPURATI,0\ STOP NTH BALL VALVE, FO,23
COPF'ERSETTER FOR I" METER; F RD VEIH 12-' 5W-44-44(;, OR
TADEREG THREA :. (C'(:':. QUICK -DINT
McDONALD BRASS: 21-415WCOG44, OR VJELLER: '-B-247C-2
/'L" FBI-jf0-.=-0,' OR AY MC. 0\ -ALD 47G' i
BOTH INLET AN=, OvTLET WITH QUICK , :INT. PADLOCK WINGS O\
t" FFi1G.,C- -{�; AY NC C1w1AL) �Ir ' �
INLET ANCiALL VALVE AND SINGLE "HECK 'VALVE N "'OTLET.
a
ALL FITTIN• S SHALL HE WITH DUIC:K JOINT.
Nk TE:
A. VITRIFlED CLAY MAW - CUT N A NEW SECTION OF SEVER MAIN WITH
ALL METER 3C_XES INSTALLED
WITHIN CNCRETE OR PAVED CRI'slE1AiAY5 'SHALL BE
CAST-IRON EQ; AL TO OLYMPIC 170ur\DARY_ EXPANSION JOINTS M+ASH 3E INSTALLE% ON
FRCTH SIDES OF VETER 1�',�X-
S: Fy_x3,f4'
n
t
f— �I#ILL 2" --AA. HOLE FOR AMR t ,AUT0VATIL
METER REAR`, T0,JCHREAD DEVICE
f _'12` MIN. FRO,M NEAREST
AND FRONT EDGE OF PIT LIC
- TY�=I C AL
RIB
\ .
:_)TE -
THE
:THE ENTER 3F THE HOLE MUST 3E AT LEAST `" FROU
CINDERNEATH -485 _NL.ES5 THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGANS-,T THE OPEN SIDE ^F MORE THAN
ONE RIR
PUTBT,IC WORKS 3/4" AND 1" WATER SERVICE Sm. PLAN - 31111101
DEPARTMENT
NOVEMBER 2009
2 3/4 "AND 1 " WATER SERVICE
6 N.T.S. STD. PLAN - 320.1
NOTE
UNLESS OTHERNASE SHOWN ON PLAN. SIDE SETTER SHALL. HAVE
A MMNMUM 2.5' COVER AT PROPERTY LINE OR 3--5' LOWER
THAN THE LOWEST HOUSE ELEVATION. WHCHEVER IS LOWER.
sTw�ww� sMs s�wrt M. HM - 4fti
� Pumc "°sxs �wia�►TaN
napr MwM ro Y uNs► r
STANDARD SIDE SEWER INSTALLATION
N.T.S. STD. PLAN - 406.1
FREC.AST C:OA_RETE iAGLT -MTH 3 - 4,'x 2' ONE EACH `BILE _.
PROPERTY LINE
z
C.,;NNECTION F �? SSTANDP11'E +NTH
x CRELVE-)
-",''- E(?UAL TO : UTILITY 4 A APTEF, FL `_
8"x -�x ',
3'-Q..
a
• FV1tJ1E
6" BLMLOING SEVEN PrE I
BUILONG SEWER
VO,GNTED N TEEL ='LATE
-,VER PIPE FL.),
1.2"x
y� /y O
TEE WHIT 6" 31K URET
4" STUD MAAKOG POST PANTED
��
� �~• WYE 0*7E WIIH TW WORD *SEE a S ENCLED
i)!?ILLEC HOLE 1\ _.' i
SURFACE CLEANOUT NTH IN 3" HIGH RACK LET70M AND I5 NYRE
ir CAST MIDti 1" 4 COVl1t
r
THE BY-PASS ASSEMBLY SHALL 3E \ \'.
``��
M>IlIIPPEC AROUND 7W STUD AND
ST TO
g {1 AJORDAN MI0111 WaNtS EXIENDED THE TOP OF THE STUD.
IN L.1%Ei'.• AS � ART OF THE DETECTOR�
PRODUCT NO. 003673M opt
If
DC"A3LE-HECK VALVE ASSEMBLY. IF" F :1R '',s ASSEMFLY
APPROVED EQUAL, SPECIFY
L. �n .moi -.)Sy __ ? -� / —
3ENSSRII ;( TR 1. L;t METER 2 FGR Es` ASSEMELY `
WTH ICE RECISTER i� ,s /2' `,
"SEMER" ON UD).
6" WE >EWZR AiBi
(SEE SID. PLAN 403.1 FOR
TTY �IvATE
y:
INSTALLATION ONLY)
i�'IVG 'THING '
ACCEPTABLE PROCEDURES FOR SLOE SEWER CONNECTIONS TO MAIN
a
LINES ARE AS FOLLOWS:
TEE 'W_x FL`' �
A. VITRIFlED CLAY MAW - CUT N A NEW SECTION OF SEVER MAIN WITH
`.:. r; )` BE N-_` FL.
A NEW TEE USING FLEXIBLE COUPLINGS
j 4`,A x MS i
TE VALVE r�
(FERMICO OR APPROVED EQUAL).
S: Fy_x3,f4'
8. CONCIIETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN IM11H
f
cz
^.,TTY
A NEW TEE USING FLEME COUPLINGS
- {—Tr VAIN
(FERNCO OR APPRIDVED EIOUAi4
r
C. PVC MAIN - CORE -0011 LED WITH A ROMAC SADDLE (OR APPROV0
--
' ALL AFiJu\BLOCK
EQUAL) OR CUT IN A NEW TEE USING RM COUPLINGS.
0. DUCTILE IRON MAIN - CORE -DRILLED VAIM A ROMAC SADDLE (OR
CONCRETE
APPROVED EQUAL)
-
4 ~�
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
a ALL .)ETECTOR r,0.JRLE CHECK `: ALVE
AT MAO&WACIURE'D KNOCK -OUT'S OR 1HE
a„ OR j, ASSEMBLIES SHALL INCLUDE RESILIENT
FL. xE. L A-
STRUCTURE SHALL BE CORE -DRILLED.
A ,1
, SEATED SHJTDFF VALVES AND TEST
PIPE 'Y1TH _.,LLAR ,H COCKS. ANT) APPROVEi?
60" ALLOWABLE MAX.
FROV P.E. CROSS-C:ONNECTIGN cCNTROL
FOR CAST IRON PIPE
::"- 3'-8" LONv ASSEMBLIES PER DEPA;2TMENT `)F
OR DUCTILE IRON PIPE.
'- .. -6 LONG HEALTH LATEST At'>'=zDVEv= LIST.
- C", 8" :DR 6" .;ATE VALVE. FL.x M,.,
3000 PSI MIX +�G
KITH INDICATOR �i)'ST INDICATOR
CONCRETE
BLOCKING
j
Z5
, �t►'�':�c
rHI:TCFF VALVPE,
E:..IAL FAINTEu. ?E ).
OR o" FLANGED j,PLINL
2% MIN SLOPE
AEAI TER E(':_ AL T0 ' :OMAC
HORIZONTAL
6" SIDE OUTLET TEE
SEVER
FLARE CAPS
6" MIN. MAIN
SEINER MAIN
OF TEE AT MW Kn 2;5' Atm
45' TYPIC/4l SSE SERER
NOTE
UNLESS OTHERNASE SHOWN ON PLAN. SIDE SETTER SHALL. HAVE
A MMNMUM 2.5' COVER AT PROPERTY LINE OR 3--5' LOWER
THAN THE LOWEST HOUSE ELEVATION. WHCHEVER IS LOWER.
sTw�ww� sMs s�wrt M. HM - 4fti
� Pumc "°sxs �wia�►TaN
napr MwM ro Y uNs► r
STANDARD SIDE SEWER INSTALLATION
N.T.S. STD. PLAN - 406.1
FREC.AST C:OA_RETE iAGLT -MTH 3 - 4,'x 2' ONE EACH `BILE _.
4"x 2 ' 1./2" FIRE 3UARTMENT COUBL
HINGED STEEL PLATE ,'OVERS. DIME`wSICAS �',
C.,;NNECTION F �? SSTANDP11'E +NTH
x CRELVE-)
-",''- E(?UAL TO : UTILITY 4 A APTEF, FL `_
8"x -�x ',
._
BREAKABLE CAST IRON H.vSE CAP -
:'A , q 4"xt"xF" RIALL HEAD TEE, FL. -.
LT E L
+.• %NE EACH SI )E EQC.AL T:f (;RINNEL
T:r.-CH REAL) 'IT Ll� SENS,' ;?
FV' 'L: a MTH HOSE (,A:'S Fla 1J.1-5.1
VO,GNTED N TEEL ='LATE
-,VER PIPE FL.),
_'AdNC TYPE `)RAVITY GPERATED
C'. THRC;,;GH 2" GIA �
. FL Z•-0" L`)� �:.
`1EE<'
::HECK VALVE, FL EQUAL TO
i)!?ILLEC HOLE 1\ _.' i
M�.ELLE? _ A-2600-6 WITH 3ALL
r
THE BY-PASS ASSEMBLY SHALL 3E \ \'.
``��
DRl."' VALVE AT 30TTOM
IN L.1%Ei'.• AS � ART OF THE DETECTOR�
r � INSTALL Er-;,XY NCV -:SHRINK
DC"A3LE-HECK VALVE ASSEMBLY. IF" F :1R '',s ASSEMFLY
GRC°. T (TPF'. j
L. �n .moi -.)Sy __ ? -� / —
3ENSSRII ;( TR 1. L;t METER 2 FGR Es` ASSEMELY `
WTH ICE RECISTER i� ,s /2' `,
-- .
C�' ' ,l E, FLx FL. .`'(:` LIN;
F_:? .. ASSEMPLY
6"& Vii" ASSEMBLY. E" SHORT
TTY �IvATE
y:
C
RA�OIt... 9,. BEVD FL-
i�'IVG 'THING '
j; 'C" ASSEMBLY 90' 8"X6"
11■y
a
REDJCING BENCI FL
TEE 'W_x FL`' �
VALVES AT THE TIME DF INSTALLATION TO CENTER
`.:. r; )` BE N-_` FL.
--
j 4`,A x MS i
TE VALVE r�
'
S: Fy_x3,f4'
f
cz
^.,TTY
(•
T'^ Bid LD1 G
- {—Tr VAIN
-__
r
4m-�
--
' ALL AFiJu\BLOCK
OEALAAAN
INSTALL GALVANIZE:! LACCER FOR ACCESS
CONCRETE
r RE LIRE').
-
4 ~�
FL x V, A_)APT0•2
a ALL .)ETECTOR r,0.JRLE CHECK `: ALVE
a„ OR j, ASSEMBLIES SHALL INCLUDE RESILIENT
FL. xE. L A-
3Y -FASB ''CVA Mi,ST 3E TESTED SATISFACTORILY
-3Y A -)E• T_ OF HEALTH .CERTIFIEDnAGKFLO �►r ,
A ,1
, SEATED SHJTDFF VALVES AND TEST
PIPE 'Y1TH _.,LLAR ,H COCKS. ANT) APPROVEi?
C' A�5EN13LY 1 J"x U x8"TEE FL
9" ASSEMBLY 8"x$"x$ TEE. FL. a"
FROV P.E. CROSS-C:ONNECTIGN cCNTROL
ASr;EFdF3LY C °xC»x6' TEE, FL
::"- 3'-8" LONv ASSEMBLIES PER DEPA;2TMENT `)F
- - ;:TEFL LAsDER
'- .. -6 LONG HEALTH LATEST At'>'=zDVEv= LIST.
- C", 8" :DR 6" .;ATE VALVE. FL.x M,.,
6"- 4'-` " L'ONu
KITH INDICATOR �i)'ST INDICATOR
CCJDLE -":HECK VALVE ASSEM13LY
P! 'T VALUE SAME SIZE AS D00113LE
IN: LJDES TWO RESILIENT SEATEL)
;.HECK; VALVE (VUELLER CL. CR
rHI:TCFF VALVPE,
E:..IAL FAINTEu. ?E ).
OR o" FLANGED j,PLINL
AEAI TER E(':_ AL T0 ' :OMAC
_. 1 E+' C-{ �i'' fI _TILE IRON
CLASS 52 NIPPLE 'IPE.
FLARE CAPS
E'.�ENT LINE:, LENGTH TC FIT.
T UCH kEA) --'IT LII; `._,ENS"'R VCJNTEr
�
N
ti STEEL L --)LATE 2 VER THRO;, tH 2" PIA.
N TE:
c
f'RILLEC
HOLE IN
z••
C
m
z
m
l .. ' n
o Tyr 2
LCYCsATE VAULT 1\ -)LANTING AREA. \=GT IN �'A.^:.
it
S" PIPE,
�. 4" AN ,.} x r
L ., GER BEV 5 AN , TEES TC: .E _:AST
� r
�
FL x S,-R,Eh
IRON CEMENT L14EE
-er FO,4 1 ASSEV-±LY
Z
u
'N
'O'RAf?Y '.=0HT t
FOR F' ASSEMBLY
i TEN 5_SHALL BE PROVIDED UNDER
2 o ASS , .�.
" POR EM31-Y
VALVES AT THE TIME DF INSTALLATION TO CENTER
--
THE PIPE IN VAS LT :'PENIN:;. AFTER COYFLETE
S: Fy_x3,f4'
INSTALLATION REM',?VE THE TEM;'ORARY S+uDPORT
Tk L METE- 1h1TH �''-1" i� ---
-__
r
ANS; INSTALL k -t- JSTABLE FIFE ' .JP+='==^RT
ICE REzI-I�;TEIR
--
INSTALL GALVANIZE:! LACCER FOR ACCESS
C;" MIN. ,RAIN T') UAYLICHT (;R
:TC)RNR.AIV SYSTEM WITH
-
4 ~�
:y AFTER FIELD INSTALLATICN, VAIN ✓DIC A ANL:
•^ATCH H.ASI\ !_,R MANHOLE _._._.__ :`,-•.•
t 6" 9C'.' H3ENI:: FL -
3Y -FASB ''CVA Mi,ST 3E TESTED SATISFACTORILY
-3Y A -)E• T_ OF HEALTH .CERTIFIEDnAGKFLO �►r ,
-
;.
� -t.,
;
_�� .�ALVAVIZEG
ASSEMBLY TESTER. TEST REPORT T': BE SuBMITTEC
- - ;:TEFL LAsDER
TC CITY OF RENTON RATER UTILITY ENGINEERIN.,
,
)EZ'T. 'PLOP TO ACTIVATION OF NEk LINE.
:.'a,tF=.CTEG F Ot_.NGATI3^a
1-01
-
i:- INSTALLs'RA' ;%" FLAT<E TEST .; )()KS MTH iQ"
GRA.b
FLARE CAPS
' AU UsTA3LE STEEL 'IPE S ."CWT
STANCHIONS BOLTED TO FLOOR
E -,
VI E
v`v'
6",8"& 10" DOUBLE DETECTOR CHECK SSD. FIAN - M.2PUB1IC WORKSASSEMBLY WITH STANDPIPE OUTSIDE
DEPARTMENT INSTALLATION MARCH 2010
3 6'; 8" & 10" DOUBLE DEECTOR CHECK
6. ASSEMBLY WITH STANDPIPE OUTSIDE INSTALLATION
N.T.S. STD. PLAN - 360.2
LANE LINE
MARKING 7'-8
1
a
w.
STANDARD VEHICLE WHEEL PATH
3' 4.5' 3
MIN. MIN. WN.t
1 1 ACP CLASS*
MIN. ' . �( MIN.
6" CRUSHED
2" CLASS 'B' SURFACING TOP
COURSE
2" SAWCUT AND REMOVE i EDGE OF PAVEMENT, -
OR GRIND, SEAL WITH EDGE OF CURB & GUTTER,
AR4000W OR CENTER OF LANE LINE
2.5'
MIN.
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
*MINIMUM ACP CLASS 'E' or 'B' SHALL BE:
PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS — 6" ACP CLASS 'E' or 'B'.
RESIDENTIAL ACCESS STREETS — 2" ACP CLASS 'E' or 'B'_
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY
DETERMINING PAVEMENT THICKNESS.
FOR FLEXIBLE PAVEMENT
_ ADOPTED
crnr or 111IMM"
♦ ( • STA DAD PLAW
---% IST DATE: 02/05
02/2005 MODFIED MOTES DCV DC
DATE WOOF" NO ES REVISION DG GZ DWG. NAME: H032 SP PAGE: H032
('7_'_TYFCAL LONGITUDINAL PATCH AND
6. OVERLAY FOR FLEXIBLE PAVEMENT
N.T.S. STD. PIAN - H=
RE ISTE}1 _)HALL HE TC --H SEA) IT LI - 4" ,"�T I%L;K ATOS CALVE
TR-I'L' AN,' HE I\TELLi:�E \T f_'0 fiMU,\L�A.TI :.'N , V.IxVI_,': 'AINTE) HL.tE
ENCC ER TYPE { I E . VETE` MUST RE.A..L IN
CJ. FT. 2 Z,' SHACKLE R?JS SER TTY
`. :F <ENTC)\ SPECIFF ATICINS
EN_ 'v 4 1,- 3E\ , 'IAT'
INSTALL IN TEST
P'FT A. 2"x2"
TEE "M,xFL I 1 LF J_
BRASS \IfFLE ''=:LTH
!"ATE ALE :FLxlf, - - • r'f A
RESILIENT
z SEATE,, 13<t.� i 'ATE
LADDER`+hITH .'ALVE AN:. r
a -
4` FLx`:1. A :TOR — �. P T 3AB_-. R , -
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21
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4' TEE 7771 l
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WEL'E`) STEEL
I:LLA v
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Tc,;,H SEA.. IT LI. Mc JNTE_.
' f.
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;TEFL LT E .E THK. , :H i,.
_RILLED H`.LE IN COVE_. L DC;ATE HOLE 2"-' )EA WAN -31LOCK
FR,)V EC..E CF FIT LID , N , 16s = TEE <E +IRE WITH
,'FL SHACKLIN" TO TEE
PRECAST :_C\',_ -RETE vAI,LT i41TH 3"x:5" HIN3E STEEL
�
L .TE vE c T -I E 11VENS1�\5 4'-b"x _
"EQUAL T", :-1'17!E INC CR + TILITr LT MTH
r3° DIAM'GN7• F=LATE SE\ra: ` MODEL S1Ck? RADIO
SEA_ 'IT SET SENSL'q
td I NTEF= ::N =.TEEL -LATE TW ' 'IE: E ".WST IW"'% ''.AL.E -0X,
�
F," 4 ,; i i,ATE VALVE (FLxFL` ',.SERHR^:� T.H i" VIA- ;% EL .ALT )LYMPf F '_ \UI<Y _.,.
V;'h KI�;INti; STEM WITH HAI.) WHEEL ' ,RILLEFI HC;LE 1\ ::C"✓ER STAN,AkI S" T F _iE:;TI„\, WITH
P” M -ELLE ;- i8i`-6. RE;). LAR � Ap E SECTION LENGTH TO FI_
F." `FLx71E: ::EVENT LKEG
D4 -TILE IRON Pl=>E 'CLASS 52 3'
LGN . WITH LGLLAR 2C" F?(_M P E.
EUJAL T'; TH2SE SJP`LIE:) 3Y PA_AH' 4" ALvE N'_.T EXTENSIG\ IF fE -_IRED
=+kC 8 e; -.AGE s<79i:
y: \Igy .
¢' X14 .',ATE NAL-vE
e L x _
Tf 'FLxVI' EQUAL T:?
Z a I' I���t ELLER r "' A- 2zS-._-.
T-ALINC'
FL:: W a lii'
12" ARC,.,ND
:,TTY P41VATE
+ _a C., ;:)k 4" 'Ex'E
�(yG, i LINED STILE IR;3\ 'IPE
52, LENGTH Ti FIT.
Q M%I1 � C 2 CLAS,
•1" OR 3 WATER METE-? FL)
i'
EQJAL Tr' SZENSJS IWWSMII�METER WITH
T, U1--HREA2 ATLIU I C.E -?EGISTEF SENSOR
4 C'
STH WHEEL HRH E L Tl I �
I - STABLE v 1 FLEXIBLE FLANGE-,
+ t
� ..... TACLE STEEL
FEET, ZE:,ISTE-i- F01 i" METE{. <E,.);'E AT'E S.1 �^RT C,'LING AUA'TOR, ROVAC
'AETE� 'AiTH 4"X� " FLxFL (`_'NC;ENTRI`: STAWHI N 3C'LTE'' .A''PF~ VEL' EWr AL.
T FL! CR
,,EVERA.L NOTE
ALL METE�`_� A". iA .KFL';A-+E-vE\TI )N 'E K1'E (':)M31\ATI t.1S ARE
Ni)T _.H,, 4N JK IN( L >EG IN THE TAtt r.i:` ` )ETAIL jFA'WIN. S. IF
YC:ii t PARTI ' L; < CMRIN: TK;^, I:, N ;T �.H ;tM\. AN Az criVE,
I,F?A'fiJl\C, :TILL E +xEC,:_.I?E; PY THE _.TILITY )EFT. F:,"?
ITS INSTA:LLATIOT•..
THE ' �INCIr'AL RECJIREMENTS 'ESA IA ;'AI_.LT =1ZINS LRE THE
LEN* TH OF FITTING_ _'1 THEIP '-LEARANC,E FLOW THE vA,.LT -ALLS,
ftvHl";H C;LE FA\; E `;HALL 3E =. VINIVJ/ ::F 7" Fk:,::v THE EN_;5. t\'
THE ` II E ':LEAKAN 1E 'SHC:.L : ;E AS TY='I.;ALLY S -H :tai'\ `;N THE
VARIC::_. S STANf;ARG -�ETAJL`.`'
NOTE: )EA:'VAN -iLOCK _}HALL HE :ESI tE • A,c' IN::TALLE) S:: IT
FEAR_ AGAINST ]�.FFIC:IE' T „' :I`_;T!J?HE EA :TH n.; T:; ::..FI',`kT
THE DESIC\ED THPJST.
+ PUBLIC' WORKS 3, 4"& 6" COMPOUND DOMESTIC SM. PM - 320.4
♦ �
DEPARTMENT WATER METER ASSEMBLY
MARCH 2010
4 6'; 8" & 10" DOUBLE DEECTOR CHECK
6. ASSEMBLY WITHOUT STANDPIPE OUTSIDE 1NSTALLATION
N.T.S. STD. PLAN - 360.4
W-381001
5-381001
•
1
icy.■► wwft bMow.
CaN before you d'g.
UTILITI'CONFLICTNOTE•
CAUTION.•
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERFWW THE LOCATION,
DAWENSION, AND DEPTH OF ALL EXISTMIG UTILITIES *WTHIER SHOW ON THESE
PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYMMG THIS HORIZONTAL
AND VERTICAL LOG4TION PRIOR TO CONSTRUCTION. THIS AND THEN SMALL
NMCLUDE CALLMIG UTILITY LOCATE O 1-800-424-5555 POTHOLING ALL OF THE
D(MMMG UTILITIES AT LOCATIONS OF NEW UTILITY CROSSWGS TO PHYSICALLY
VERIFY WHETHER OR NOT CONFLICTS EXIST. LOC4TKM OF S40 UTiUTIES AS
R-3810 15
CITY OF RENTON
APPROVED BY: DATE: II
IF
APPROVED BY: DATE:
APPROVEDBY.• I ✓6*01 DATE:9/llll5
SHOOW ON THESE PLANS ARE a4VD UPON THE UNVERNYD PUBLIC 1 Ismousts" Cts.
NNFORUMTION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR,
INSIGHT CONTRACTOR SN4LL CONSULT WM ICOMPANY TO P.O. BOX - 1478
RESOLVE ALL PROL91LEMS PRIOR TO PROCEEDING WfrH CONSTRUCTION. EVERETT WA 98206
2 2ND BUILDMrG RENEW
i BUILDNlC PERANT SU811M7TAL
REV. W. DESCRIPTION
(425) 303-9363 (425) 303-9362 FAX
INFO@ INSIGHTENGINEERING.NET
SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N.
BW 08-19-201 RENTON, WA 98056
BRK 04-06-201
INITNLS a4TF TAX ACCOUNT NO.'S: 3344500007
PERMIT NO: 015002518
SE 1/49 SW 1/43, SEC. 05, T. 23 N., R.05 E., W. M.
LEGACYRENTON
DWG FILENWE DESIGNED BY- DATE. SCALE: JOB NO.:
130623-FINAL.DWG JRC 11-04-2013 N.T.S. 13-0623
SHEET
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7 UTILITY DETAILS C6.1
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