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AND 2" GATE VALVE
FNtSHELN, GRAGE ELEVATION
INSTALL 2" PLUG ON 'FOP BLIND FLANNGE
AFTFR REMOVAi OF POLYPIG
-3 FT MIN, COVEIR(10-IN"CH, DIAMETER AND UNDER�
4 F -T MIN, COVE . -IR t 2 ---INCH DIAMETER AN[) CrVFR)
---- ------
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NEW WATER MAIN "PIC
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VERTICAt, CROSS (MJ X FL)
ONE BIND FLANCE ON TOP OF CROSS mr-H 2' 'TAP & 2' TEMPORARY qL.Ow;--OFF AssEmeLy
'K- MOVE 54 -04 -Ori A5SEMOLY AND -WSTAL.1. 2^ ALU(; AFTER REMON'A_ 0"
QLEANINIG HOLY -'IC' N
0Nf_ W-iND FLANGE (':N R31 -TOM OF' OROSS
ONE PLUG (MJ) ON ENID DF CROSS
CONCRETI, 3LOCKING
ALL DEBR S AND POL"rPIGS S4AU BE REMOVED FROM SUMP OF VERTICAL_ CRUS, -1; BEFORE
(ASIN;1ECTWN OF NEW WATER MAIN
si� L
STD. PLAN 300.6
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I "I'M K N 1' WATER MAINS
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ATE
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4- Di
1/8" MIN. THICKNESS
:IIFC7 CAS7
VAPVF
X, RIC -H -SEATTLE TYPE
OL` FOUNDRY
1" STEEI
LENC-11H AS REQUiRED
".^ ---- 1/8" M- INTHICKNESS
2-1/4- INSIDE MEASI.)IREMENT
2-11/4" DEP 1-H
VLA_LVE QPEB6TINQ A,
EXTUNISION
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I-F-IMPORARY 2" GAIVAINIZVD PIP'r-,
AND 2" GATE VALVE
FNtSHELN, GRAGE ELEVATION
INSTALL 2" PLUG ON 'FOP BLIND FLANNGE
AFTFR REMOVAi OF POLYPIG
-3 FT MIN, COVEIR(10-IN"CH, DIAMETER AND UNDER�
4 F -T MIN, COVE . -IR t 2 ---INCH DIAMETER AN[) CrVFR)
---- ------
..........
NEW WATER MAIN "PIC
— ----------- - - -- >
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V 'E R I I C A L C R 0 S3 F R P0 I_ Pill, G Gii N G 'AA 10-N:
SIZE G, VERTICAL CROSS S.-riA-LL UL. THE SAM, I- AS SIZE OT' MAIN UNE-
VERTICAt, CROSS (MJ X FL)
ONE BIND FLANCE ON TOP OF CROSS mr-H 2' 'TAP & 2' TEMPORARY qL.Ow;--OFF AssEmeLy
'K- MOVE 54 -04 -Ori A5SEMOLY AND -WSTAL.1. 2^ ALU(; AFTER REMON'A_ 0"
QLEANINIG HOLY -'IC' N
0Nf_ W-iND FLANGE (':N R31 -TOM OF' OROSS
ONE PLUG (MJ) ON ENID DF CROSS
CONCRETI, 3LOCKING
ALL DEBR S AND POL"rPIGS S4AU BE REMOVED FROM SUMP OF VERTICAL_ CRUS, -1; BEFORE
(ASIN;1ECTWN OF NEW WATER MAIN
si� L
STD. PLAN 300.6
POLY PIG STATION FOR CLEANING OF
I "I'M K N 1' WATER MAINS
A A
AN 'AE:W
ATE
vALvE Bclx tD, wT-�
EARS IN DIREC'FON OF' 2- SQUARE
WAITIR MAIN AND WORDU
OPERATING N T
"`WA7FR'* CAS77 INTO 17
CONCRETE COLLAR FOR
_,.VES JNI' PAVED AREAS4 'k
4- Di
1/8" MIN. THICKNESS
:IIFC7 CAS7
VAPVF
X, RIC -H -SEATTLE TYPE
OL` FOUNDRY
1" STEEI
LENC-11H AS REQUiRED
".^ ---- 1/8" M- INTHICKNESS
2-1/4- INSIDE MEASI.)IREMENT
2-11/4" DEP 1-H
VLA_LVE QPEB6TINQ A,
EXTUNISION
WORKS VALVE BOX, MARKER & OPERATING
NUT EXTENSION
S". PtAN 330.1
k
'CH lAR 1 ?010
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
—IN UNIMPROVE-0 RIGHT OF
A S A M
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PROPERTY LANE WITH 12'
EXT t.NSION S ARE REQJI;REC- WHEN VALVE NJ'
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D i3'Y R 11� f N1, '1 1- 3*1 '-N- H
FINISHIED GRADE'. EXTENSIONS ARE TO BE A
38z"
m N,
MINIVUM OF CNF (1) F007 L -014G. NI Y' ONF
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---------- I -------
"DTH
J (R',' T
EXTENSION TO. BE USED PER VALVE.
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NOTE: AU111 EXTENSIONS ARE TO SE MADE
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2
3
c ".tJ
VAI ,"d IWO COATS OF METAL I"AIN'T.
Vk_VE MA C�l
RIKER N"OTES.
VX�._VE MARKERS SIIALL BE EQUAL.
ITI Ty
TO t CAR J,I.., MARKER
VA VE MARKER POS TO BE USED FOR ALL
)LA
MAIN LiNL VALVES OUTSILIL PAVIED AREAS
WORKS VALVE BOX, MARKER & OPERATING
NUT EXTENSION
S". PtAN 330.1
k
'CH lAR 1 ?010
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
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7 Si IAC
DETAIL
NEW 0J, WATER LINE
low
7APPING TFF (MiyFi_) VERTICAL CRQ5S(,MJxFi1.) F04 PCLYPIGGING
T4PPING GATE VAL.Vf (F -L XM19) 1 -BLIND RANGE ON 70P W"TH 2" TAP AND 2' R -,,,;IC
F��_ANGE ON BIOTTOV
TEMPORARY PLIVG (MJ) WITH 2 -INCH TAP
AND 7 ---INC' 81.OW--O;' ASISFEN'RLY 1111PLUG(mi) W11 --l" 2"TAP 2" N_0W,0FF
CONCRETE BLOCKING TEMPORARY BLOCK
FNAI CONNFCTION DFTAh
I EW I
D,I, WATER J E
AFTFIR ALL- CLEANING By POLYPfG, PRFSSURE 711-SlING
ANO, D"SINFECTION, FDMO VE, TEMPORAY 9LOCII, & BLOW ---Of
AND CONNECT TO VAL11F WTH 0,1. SLFFVF (Mj) & D.j. SP I,
FINAL CONNECTION BY CITY FORCL715
t TAPPING TEES SHALL BE MADE Of CAST IRON, DUCTLE �RON OR
EPDXY--COATED S'llEEL, BOLlS AND NUTS SHAL BE CORTVN� ALL TEES
AND VALVES SHALL 13E WATER TESTED BEFORE TAP
2, NO SIZE ON SIZE TAPS ON CAST-IRON WATER UNE5. TAP SHAL,_ 3E AT
LEAST 2' SUALLrR DIAMETER THAN THE EXIISTING MAIN. iiSTOS CEMENT LINE OR STEEL LI
3. NO WET TAP ON, kiZEL NE
4. WET_--TAPMNG OF EXISTING CITY OF RENTON WATER MAINS MLL BE DONE By
SPEER TAP OR SjPfRiOR TAPPING INC.
S. CONTRACTOR SHALL P0714W AND VMFY THE HORIZONTAL AND VERTICAL
i A05NMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NF�W
LINE AT THE SAME HORIZONTAL AND VIR'lCk AUGINMENT OF THL EXISTIN5
STS: a-
6, CITY P'ORCES WWILL PERFORM TIME FINAL CONNEC74ON" FROM THE WATER ! INEE
TO '!'i`,f TAPPING VALVE )NITH D,I. SLEEVE AND D.I. SPOOL.
UbLif, IVOR CONNECTION TO WATER MAIN WITH
TAPPING TEE & VALVE
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IONAL 07/01/2015 NO.
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13',<24' PLASTIC METER BOX EQUAL TO MiD-S'rATES PLASTIC,
INC, 8Cf: ' RtES MSBCF 1324-118 mrE� 1,15 THICK L)CTILL
RON DIAMOND PLAT, COVER E=AL TO !IID -STATES PLASTICS,
JNC� WITH READER UD AND 2' DRILL ZD 404LE
FOR TOUCHRFAD PIT 1_10, (SFF DETAk- A -A)
9' MIN
12" MAX
FINISH GR
AOL
36" MIN COVER 11
NEW DucItLL
IRON
WATERMAiN
219 CLAS
2
CLA
CLA
MIN IMIN [, MIN MIN MIN
6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
SEE DWG# HR -05 FOR MINIMUM STANDARDS
OTY PNVATE
1341:40G
'I
—IN UNIMPROVE-0 RIGHT OF
A S A M
!Z,, :1j -j M 0� MI�Ai �_FP
i"11 4L,,� r 'A JV, I,
WAY INSTALL METER BOX AT
JC t N I I' L C'
A P� $A
7 CIS_ (X, i-, ci :�,PJIAL Sk,
PROPERTY LANE WITH 12'
4 A T T H P _1 WJ•7-41 'TAINN
F
LONC COPPER TACPIFCF.
1, /4 e"
ox
CL
SIDEWALK
ACE, 0, w
D i3'Y R 11� f N1, '1 1- 3*1 '-N- H
I
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------------- ---- -------- ------------ ---------------------------------- --------------- ----------------
7 Si IAC
DETAIL
NEW 0J, WATER LINE
low
7APPING TFF (MiyFi_) VERTICAL CRQ5S(,MJxFi1.) F04 PCLYPIGGING
T4PPING GATE VAL.Vf (F -L XM19) 1 -BLIND RANGE ON 70P W"TH 2" TAP AND 2' R -,,,;IC
F��_ANGE ON BIOTTOV
TEMPORARY PLIVG (MJ) WITH 2 -INCH TAP
AND 7 ---INC' 81.OW--O;' ASISFEN'RLY 1111PLUG(mi) W11 --l" 2"TAP 2" N_0W,0FF
CONCRETE BLOCKING TEMPORARY BLOCK
FNAI CONNFCTION DFTAh
I EW I
D,I, WATER J E
AFTFIR ALL- CLEANING By POLYPfG, PRFSSURE 711-SlING
ANO, D"SINFECTION, FDMO VE, TEMPORAY 9LOCII, & BLOW ---Of
AND CONNECT TO VAL11F WTH 0,1. SLFFVF (Mj) & D.j. SP I,
FINAL CONNECTION BY CITY FORCL715
t TAPPING TEES SHALL BE MADE Of CAST IRON, DUCTLE �RON OR
EPDXY--COATED S'llEEL, BOLlS AND NUTS SHAL BE CORTVN� ALL TEES
AND VALVES SHALL 13E WATER TESTED BEFORE TAP
2, NO SIZE ON SIZE TAPS ON CAST-IRON WATER UNE5. TAP SHAL,_ 3E AT
LEAST 2' SUALLrR DIAMETER THAN THE EXIISTING MAIN. iiSTOS CEMENT LINE OR STEEL LI
3. NO WET TAP ON, kiZEL NE
4. WET_--TAPMNG OF EXISTING CITY OF RENTON WATER MAINS MLL BE DONE By
SPEER TAP OR SjPfRiOR TAPPING INC.
S. CONTRACTOR SHALL P0714W AND VMFY THE HORIZONTAL AND VERTICAL
i A05NMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NF�W
LINE AT THE SAME HORIZONTAL AND VIR'lCk AUGINMENT OF THL EXISTIN5
STS: a-
6, CITY P'ORCES WWILL PERFORM TIME FINAL CONNEC74ON" FROM THE WATER ! INEE
TO '!'i`,f TAPPING VALVE )NITH D,I. SLEEVE AND D.I. SPOOL.
UbLif, IVOR CONNECTION TO WATER MAIN WITH
TAPPING TEE & VALVE
LO 0
000000000,
0
Ty Oy
q:
0
2
0
-000 27460 0
1010
0 _e_1QI a
0
TfAe� _N
00 10
el�c
00,10
IONAL 07/01/2015 NO.
r
NO.
M. PLAN $00.1
13',<24' PLASTIC METER BOX EQUAL TO MiD-S'rATES PLASTIC,
INC, 8Cf: ' RtES MSBCF 1324-118 mrE� 1,15 THICK L)CTILL
RON DIAMOND PLAT, COVER E=AL TO !IID -STATES PLASTICS,
JNC� WITH READER UD AND 2' DRILL ZD 404LE
FOR TOUCHRFAD PIT 1_10, (SFF DETAk- A -A)
9' MIN
12" MAX
FINISH GR
AOL
36" MIN COVER 11
NEW DucItLL
IRON
WATERMAiN
219 CLAS
2
CLA
CLA
MIN IMIN [, MIN MIN MIN
6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
SEE DWG# HR -05 FOR MINIMUM STANDARDS
OTY PNVATE
1341:40G
'I
—IN UNIMPROVE-0 RIGHT OF
WAY INSTALL METER BOX AT
z
PROPERTY LANE WITH 12'
LONC COPPER TACPIFCF.
CL
SIDEWALK
TOUCHREAD WATER
METER TO BE
x
SUPPLIED By TIE 12'
CITY TF
TYPF "K' SOFT
COPPER TUBING
;,I. SERVICE LINE TO HOUSE IS 3/40 OR 1
. TO RIF 167ALLED W 7HF FJT'URF
GALVAN.&D
:NSTALL FORD C14-33 OR 44 FIPT PLUG
x COM.PRES&ON COUP= INt
...............
LOOP DOWN TO CENTERLINE
OF WATT R MAIN T^v
PROADF &ACK IN COPPER
5LRVICL LNL =Q MLTLRFORD� �0472-15W-4i-33G, OR McDONALD BRASS: 21-215WC0033, OR
MULLLEW 3/4-8-2470-2 WITH AON ANGLE SALL VALVE AND,
SANGLE C14ECK VALW ON OUTLET
C)RPS. RA STOP W BALL. VALE L_ CORD QP_PfRSE:y.&_FQR FORD V8,472 -11510-44-444G. OR
TAPERED THREAD (CC). 00(,-K ;kANT Ir cDONALD BRASS, 21-4"5W 044, OR MLW-LL. LR,. 1-8-2470-2
1
kJ/4' F1910013-3-0) OR AY MCDONALD 47018 BOTH INLE'I ANC OUTLE." WITH CAACJO
K NT. PADLOCK WINGS ON
'kl" FBIOC
O -4-Q) V
OR AY CDONALv 47013 INLEN" A61$R .i_
YA_W, AND SINGLE CHFCK VALVE ON OWTLET,
ALL rinics SMALL BE WTH OJICI SWT..
NOTE'
&I, MFIE',R HO*'S INSTAIAED WD -ON CONC4FIF OR PAW.."O GRI*WAYS SHALL HE
CAST :RCI EQUA�_ 0 OLYMPIC FOC-NDARv- EXPANSION iOlINTS MUSH BE NSTALLED ON
BOTH SIOES OF VETER 800
A -A DRILL 2" DIA. 14OL7 ;-OR AMR (AUTOMATIC
MFTFR READ) TOLJ�HRFAJD OFMU
2* WVN- FROM NLARLST
AND FRONT FO GF OF PIT J)
F_
---------- - --------------
_4
TYPICAL
RIB
NOTE
THE CENTFR 0wF THE HOLE MUST BE AT LE"AST 1'* FROM
UNDFRINFATH, RIBS UNLFSS THF RIS SPACING ALLOWS TI -IE
NUT TO TIGHTEN AGAINST TfI 1E OPEN SIDE OF MORE THAN
OWL 11;*,
"AND I" WATER SERVICE STD. PLAN WO.1
-4
N()viJk1Lj&'R 2009
SURVEYM:KTSCAM'
LANREE SURVEYING
DESIGNED: SCALE
D.L. OFFE, P.E.
DRAWN:D.L. OFFE, P.E. ow INCH
1
CHECKED: AT FULL SCALE
I I F NOT ow INCH
1 APPROVED: SCNX ACCORDOCLY
REVISION BY DATE APPR
tOND 1 M
mmmug; w Im/im
DATUM
OF CURB OR
OF PAVEMENT
2" CLASS 'B'
'ENTER LINE OR
ANE LINE
6.5' MIN.
2.5' 1
MIN MIN MIN MIN MIN
\-!ACP CLASS 'E' OR 'B'
6"
SURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
ADOPTED
CITY OF RENTON+ +
STANDARD PLANS
IST DATE: 12/96
DWG. NAME: HR -23 SP PAGE: H032A
T4
0 �,j
N
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
4
CITY OF
RENTON
Planning/Building/Public Works Dept.
" R
N.T.S.
3830 14
W-383001
RECOMMENDED FOR APPROVAL
BY: Date:
By: Date:
By: Date:
By: Date:
NANTUCKET SHORT PLAT
NANTUCKET AVENUE, LLC
WATER DETAILS & NOTES
2820 PARK AVENUE NORTH
07/01/2015
FIELDWM:
PAGE:
DRAWING NO:
SHM- OR
14 20
M000G