HomeMy WebLinkAboutzW-3820Set4.5OF
R. 0• w DEDICA 77
ON
TO THE Ciry
806 SF
--------------
Bff
SSMH 54" - SSJ2
RIM=40.70'
I.E. 8" PVC N.=34.27'
I. E. 8" PVC S.=34.17'
l " .tvl' `
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THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOTS
rr
-
_.__ -----
312, 313, 314 AND 315, AS MEASURED ALONG PARALLEL LINES TO
THE SOUTHERLY MARGIN OF SOUTHEAST 110TH STREET (ALSO
KNOWN AS MORGAN AVENUE), C.D. HILLMAN'S LAKE WASHINGTON
_ Z
CIO
0 V
0
vA Sl 0
4" DI
6 DDCVA PER
6" DI FIRE LINE
COR STD 360.2
4"X3" DI REDUCER
(SEE PLUMBING PLAN FOR
BUILDING CONNECTION)
SE 1/4, S W 1/4, SEC. O5, T. 23 N. R. 05 E., W.M.
KING COUNTY, WASHINGTON
Know v at's bOlOW.
SCALE: 1" = 20'
1!%Nf% %momi 1
20 10 0 20 40
NOTE.-
1. OIL/WATER SEPARATOR SHALL BE LOCATED IN PARKING GARAGE. SEE
PLUMBING PLAN PO. P2 FOR LOCATION AND PLAN P3.0 FOR SPECIFICATION.
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VICIIV fTY 11EMAP •
_S SCALE. 1`-2000'
E'QUIPAlENTAND PROCEDURE
BASIS OF BEARING:
N 18' 14'33" W BETWEEN FOUND MONUMENTS ALONG LAKE
WASHINGTON BOULEVARD NORTH PER REFERENCE 2001 SURVEY.
CITYOFRENTONBM
,IVCITY OF RENTON BENCHMARK
NUMBER 2117. 3 1/2" BRASS DISC AT THE NORTHWEST
CORNER CONCRETE BASE OF A SIGNAL BRIDGE AT A
RAILROAD CROSSING IN THE NORTH ENTRANCE OF
COULON PARK.
EL=37.25'
BM
INVERT ELEVATION OF THE NORTH
8" PVC PIPE IN SSMH-2 ACCORDING TO AS -BUILT
DRAWING NUMBER 322206 DATED 05/02/2006. SSMH
IS LOCATED +/- 10.7' SOUTH OF SOUTHWEST
PROPERTY CORNER AND +/- 10.0' WEST OF THE
EAST RIGHT OF WAY LINE.
EL=34.27'
AD TUM•'
NAVD 88
APPLICANT / OWNER
LEMY MO&WIM, W
6501 AMERICA'S PARKWAY NE — SUITE 1050
ALBUQUERQUE, NM 87110
CONTACT.• FAIZEL KASSAM
PH. (505) 243-6000
CELL. (505) 489-4474
FAX. (505) 243-1561
LEGAL DESCRIPTION
C811 bohn you dig.
UTILITYCONFLICTNOTT-
CAUTION:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL
INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE
EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR,
THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO
RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
S- 382001
R-382014
2 2ND BUILDING REVIEW
1 BUILDING PERMIT SUBMITTAL
REV. N0. 1 DESCRIPTION
R
'WAS�j�
t�
36499
�S CISTE4 1�
SI ANAL/
P.O. BOX - 1478
EVERETT, WA 98206
(425) 303-9363 (425) 303-9362 FAX
INFO@a INSIGHTENGINEERING.NET
SITE ADDRESS. 1300 LAKE WASHINGTON BOULEVARD N.
BRK QB -19-2015 RENTON, WA 98056
BRK 04-06-2015
INITIALS DATE TAX ACCOUNT NO.'S: 3344500007
PERMIT NO: 01500.2518
SE 1/4, SW 1/4, SEC. 05, T. 23 N, R. 05 E., W. M.
LEGACYRENTON
DWG FILENAME DESIGNED BY. DATE. • SCALE. JOB NO.:
130623-FINAL.DWG JRC 11-04-2013 1"20' 13-0623
SHEET
UTILITY PLAN U).0
.�v•l.�
THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOTS
312, 313, 314 AND 315, AS MEASURED ALONG PARALLEL LINES TO
THE SOUTHERLY MARGIN OF SOUTHEAST 110TH STREET (ALSO
KNOWN AS MORGAN AVENUE), C.D. HILLMAN'S LAKE WASHINGTON
GARDEN OF EDEN, DIVISION NUMBER 5, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 83, IN KING
CONS7WUCTIONNOMS
COUNTY, WASHINGTON,
EXCEPT THE WESTERLY 60 FEET OF SAID LOT 312 CONVEYED TO
KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER
# 1
INSTALL:
1035005;
1 - 127W TAPPING TEE (MJxFL)
1 - 4" TAPPPING GATE VALVE (FLxMJ)
AND EXCEPT THAT PORTION OF LOTS 314 AND 315 CONVEYED TO
f 20 LF 4" DI PIPE
THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING
SLEEVE
W/ THRUST BLOCKING
NUMBER 4655599.
SEAENDS OF CASING
# 2
INSTALL:
1 - 12"x6" TAPPING TEE (MJxFL)
TTY OF ON
W/ NON SHRINK
1 - 6" TAPPPING GATE VALVE (FLxMJ)
GROUTE
f 20 LF 6" DI PIPE
W/ THRUST BLOCKING
APPROVED BY: DATE:
3" WATER SERVICE METER IN VAULT
PER COR STD 320.4
-
4/G
All REDUCING VALVE (PRV) IS REQUIRED
APPROVED B :A DATE:
DOWEIRNWOF DOMESTIC METER.
8" PVC PIPE
#4
3" RPBA IN ABOVE GROUND HEATED
CASING SPACES
ENCLOSURE (HOT BOX) PER COR STD 350.2
APPROVED BY: �✓ Uk DATE:
(AS NEEDED TYP.)
@5)
4" DI 45' BEND
WMA N afl
12" DI SLEEVE
#6
3/4" DCVA, PER COR STD 340.8
8" PVC PIPE
#7
POOL DRAIN TO BE CONNECTED TO SANITARY SEWER WITHIN BUILDING
#$
PARKING GARAGE MUST BE PUMPED AS PER U.P.C.
SLEEVE DETAIL
#9
THE LIVING AREA OF THE HOTEL CAN BE SERVED BY GRAVITY SEWER.
N.T.S.
# )10
FIRE DEPARTMENT CONNECTION
' Kslow E N*i N E `R' Ni col
(SUBJECT TO APPROVAL OF FIRE PREVENTION DEPARTMENT)
C811 bohn you dig.
UTILITYCONFLICTNOTT-
CAUTION:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL
INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE
EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR,
THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO
RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
S- 382001
R-382014
2 2ND BUILDING REVIEW
1 BUILDING PERMIT SUBMITTAL
REV. N0. 1 DESCRIPTION
R
'WAS�j�
t�
36499
�S CISTE4 1�
SI ANAL/
P.O. BOX - 1478
EVERETT, WA 98206
(425) 303-9363 (425) 303-9362 FAX
INFO@a INSIGHTENGINEERING.NET
SITE ADDRESS. 1300 LAKE WASHINGTON BOULEVARD N.
BRK QB -19-2015 RENTON, WA 98056
BRK 04-06-2015
INITIALS DATE TAX ACCOUNT NO.'S: 3344500007
PERMIT NO: 01500.2518
SE 1/4, SW 1/4, SEC. 05, T. 23 N, R. 05 E., W. M.
LEGACYRENTON
DWG FILENAME DESIGNED BY. DATE. • SCALE. JOB NO.:
130623-FINAL.DWG JRC 11-04-2013 1"20' 13-0623
SHEET
UTILITY PLAN U).0
.�v•l.�
W 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
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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'
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cz
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(•
T'^ Bid LD1 G
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-__
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--
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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 , -
/. 4 FLxi. , A� APTC <
'ER ::=SHA �- , 2'
21
fwlf--
_ _ T -ik)ILiAN(;
OXY '' K
E .i Y N�.- SH INK
4' TEE 7771 l
-1
WEL'E`) STEEL
I:LLA v
'_'ITY 'RIVA-fE
Tc,;,H SEA.. IT LI. Mc JNTE_.
' f.
R
;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
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!PITOU CONFL(CTNOTE
lEiOF AMERICAS
II; MG
/fpD 6501 AMERICA'S IAA.87110 NE -SUITE ID50
ALBUOUENOTE CONTACT QUERAIZ K SSAM
i. PLUMBING
N PAR/TOP SHALL BE LOCATED IN PARKING GIRAC I SEE PH (5 C F243- KASSAN
PLUMBMG PUN PO P2 FOR LOCai10x AND PIAN P30 FOR SPECIFICATION PN . (5)) 09- 4
CELL (506) 489-4414
TAX. (505) 243-1561
CONSTRUCTION NOTES
LWALARES BIMON
a] INSTALL: THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOTS
I - 12"x4" DIPPING TEE (WAR) (PUBLIC) J12, 313, 314 AND 315, AS MEASURED LONG PARALLEL LINES TO
I - 4" TAPPPING GATE VALVE (FUMJ) (PUBLIC) THE SOUTHERLY MMZRN OF SOUTHEAST IIBM STREET (ALSO
1 20 LF 4" DI PIPE (PUBL)C) KNOWN AS MORGAN AVENUE), CO HILLMAN'S LAKE WASHINGTON
W/ THRUST BLOCKING GARDEN OF EDEN, DIVISION NUMBER 5, ACCORDING TO ME PLAT
THEREOF RECORDED IN VOLUME 11 OF PULS, PACE 83 IN KING
ae INSTALL: COUNTY WASHINGTON;
I - 12"x6" DIPPING TEE (WAR) EXCEPT ME WESTERLY 60 FEET OF SAID LOT JIT CONVEYED TO
I , 6° TAPPPING GATE VALVE (RxM1) KING COUNTY BY USED RECORDED UNDER RECORDING NUMBER
1 20 LF 6" DI PIPE 1035005;
W/ THRUST BLOCKING
k3 Y WATER SERVICE METER IN VAULT AND EXCEPT THAT PORTION OF LOTS J14 AND 315 CONVEYED i0
PER COR STD 3204 ME STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING
A PRESSURE REDUCING VALVE (PRO 5 REQUIRED NUMBER 4655599.
OOWNSMCAM OF DOMESTIC METER.
ka ERCER Y RPe; INSTALLED ON salts WATT C77YOFREMN
_.._ f;EG
„-_ OF PALMING SILL 37 IN BUILDING.
k5 4" DI 45' BEND APPROV®BY' DAM@
W6 3/4° BOVA, PER CDP STD 340.8
a7 POOL DRAIN TO RE CONNECTED TO SANITARY SEWER WITHIN BUILDING APPROV®BY' DAME
pg PARKING GARAGE MUST BE PUMPED AS PER UPC
a9 ME LIVING AREA OF THE HOTEL CAN BE SERVED BY GRAVITY SEWER. APPROMBY, DAT$
FIRE M]0 (SUBVECTATOMCONNECTIONENT
APPROVAL OF RE PREVENTION DEPARTMENT)
W-382003 R-382040
5-382oo3EM
AS BUILT NG...",.,
INSION7 ENOINEERINO CO.
CAUTION.•
ME COMPACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON MESE
PUNS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING ME HURIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION MIS AND THEN SHALL
INCLUDE CALLING UTILITY LOCATE B 1-600-424-5555 POTHOLING ALL OF THE
EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERIFY WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS
SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VIRMHON. IF CONFLICTS SHOULD OCCUR,
ME COMPACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO
RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
1 1 2ND BUILDING REVIEW
I BUKDING PERMIT SUBMITTAL
REV NO I DESCRIPTION
BRK
Nf 23"J
SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N
RENTON WA 98056
TAX ACCOUNT NO'S. 3344500007
PERMUNO: U15M518
BRK
04 -CB -2015
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N 18'14'33" W BETWEEN FOUND MONUMENTS ALONG LOIRE
WASHINGTON BOULEVARD NORTH PER REFERENCE 2001 SURIEY
CITPOFRENTONBM
CITY BY RENiON BENCHMARK
NUMBER 211 J. 3 112 BRASS DISC AT THE NORTHWEST
CORNER CONCRETE BASE OF A SIGNAL BRIDGE AT A
RAILROAD CROSSING IN THE NORM ENTRANCE OF
COULON PARK.
EL=3].25'
BM
ql INVERT ELEVAITON OF ME NORM
8° PVC PIPE IN SSMH-2 ACCORDING TO AS -BUILT
DRAWING NUMBER 122206 DATEO 05/02/2006. SSMH
IS LOCATED 10 7 SOUTH OF DOWESTOF
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EAST RIGH OF WAV LINE
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lEiOF AMERICAS
II; MG
/fpD 6501 AMERICA'S IAA.87110 NE -SUITE ID50
ALBUOUENOTE CONTACT QUERAIZ K SSAM
i. PLUMBING
N PAR/TOP SHALL BE LOCATED IN PARKING GIRAC I SEE PH (5 C F243- KASSAN
PLUMBMG PUN PO P2 FOR LOCai10x AND PIAN P30 FOR SPECIFICATION PN . (5)) 09- 4
CELL (506) 489-4414
TAX. (505) 243-1561
CONSTRUCTION NOTES
LWALARES BIMON
a] INSTALL: THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOTS
I - 12"x4" DIPPING TEE (WAR) (PUBLIC) J12, 313, 314 AND 315, AS MEASURED LONG PARALLEL LINES TO
I - 4" TAPPPING GATE VALVE (FUMJ) (PUBLIC) THE SOUTHERLY MMZRN OF SOUTHEAST IIBM STREET (ALSO
1 20 LF 4" DI PIPE (PUBL)C) KNOWN AS MORGAN AVENUE), CO HILLMAN'S LAKE WASHINGTON
W/ THRUST BLOCKING GARDEN OF EDEN, DIVISION NUMBER 5, ACCORDING TO ME PLAT
THEREOF RECORDED IN VOLUME 11 OF PULS, PACE 83 IN KING
ae INSTALL: COUNTY WASHINGTON;
I - 12"x6" DIPPING TEE (WAR) EXCEPT ME WESTERLY 60 FEET OF SAID LOT JIT CONVEYED TO
I , 6° TAPPPING GATE VALVE (RxM1) KING COUNTY BY USED RECORDED UNDER RECORDING NUMBER
1 20 LF 6" DI PIPE 1035005;
W/ THRUST BLOCKING
k3 Y WATER SERVICE METER IN VAULT AND EXCEPT THAT PORTION OF LOTS J14 AND 315 CONVEYED i0
PER COR STD 3204 ME STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING
A PRESSURE REDUCING VALVE (PRO 5 REQUIRED NUMBER 4655599.
OOWNSMCAM OF DOMESTIC METER.
ka ERCER Y RPe; INSTALLED ON salts WATT C77YOFREMN
_.._ f;EG
„-_ OF PALMING SILL 37 IN BUILDING.
k5 4" DI 45' BEND APPROV®BY' DAM@
W6 3/4° BOVA, PER CDP STD 340.8
a7 POOL DRAIN TO RE CONNECTED TO SANITARY SEWER WITHIN BUILDING APPROV®BY' DAME
pg PARKING GARAGE MUST BE PUMPED AS PER UPC
a9 ME LIVING AREA OF THE HOTEL CAN BE SERVED BY GRAVITY SEWER. APPROMBY, DAT$
FIRE M]0 (SUBVECTATOMCONNECTIONENT
APPROVAL OF RE PREVENTION DEPARTMENT)
W-382003 R-382040
5-382oo3EM
AS BUILT NG...",.,
INSION7 ENOINEERINO CO.
CAUTION.•
ME COMPACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON MESE
PUNS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING ME HURIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION MIS AND THEN SHALL
INCLUDE CALLING UTILITY LOCATE B 1-600-424-5555 POTHOLING ALL OF THE
EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERIFY WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS
SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VIRMHON. IF CONFLICTS SHOULD OCCUR,
ME COMPACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO
RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
1 1 2ND BUILDING REVIEW
I BUKDING PERMIT SUBMITTAL
REV NO I DESCRIPTION
BRK
10 -19 2015
SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N
RENTON WA 98056
TAX ACCOUNT NO'S. 3344500007
PERMUNO: U15M518
BRK
04 -CB -2015
INITIALS
DALE
ZIP
SE 19, SW 114, SEC. ME x23 N., X05RE WnL
LEGACYRENTON
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SHEET
VT=PLAN C6°0
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All
W (SEE NOTE 7) �r LIMITS OF PIPE ZONE
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5)
FOUNDATION LEVEL
BEDDING FOR SANITARY SEWER PIPE
1919D
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES.
3, COMPACT BEDDING MATERIAL TO 85W MAX. DENSITY EXCEPT DIRECTLY
ONER 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 DRAINS'
AS SPECIFIED IN WE AGGREGATES SECTION OF THE STANDARD
SPECIFICATIONS OR PEA GRAVEL.
6. PIPE MUST BE ANCHORED IN SUCH A MMNER AS TO ENSURE FLOW
LINE 15 MAINTAINED.
J. WENCH WIDTH SHALL BE PER SECTION 2-08.4 OF THE
STANDARD SPECIFICATIONS.
DEPA MENT PIPE BEDDING
AM
DEPARTMENT FOR SANITARY SEWERS OCTOBER W-
DEPARTMENT
•$• - 11 N.L. SOCKET HD Y A.C.
SCREW 1 Y4• LONG
(BRONZE OR SES)
JI• A 2• RAISED PADS
6• CONCRETE
CLASS WOOL
45' (1/6) BEND
ANY (1/8) BEND
SAND OR
EXPANDABLE
FOAM
ITER TIGHT
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES
1. BE AND 6" CLEANOUTS ON SEWER MAI SHALL BE EAST JORDAN IRE WORKS, INC.
No. M98 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2, IN UNIMPROVED AREAS. POUR A 1'-0' THICK. 2'-0" SQUARE
CONCRETE. CLASS 3000. PRD AROUND THE RING AND COVER.
PUBLIC WORKS H OR 6 INCH GLEAN 3UT WED' FIAH - 40S,1
DEPARTMENT FOR SANITARY SEWER MAINE
BEPTEYBER 2011
L
e
EEAM EQUAL M NO SEARS TBW.
BEEF MAKES ASRToISF
14 DIM� PTO CEMENT EQUAL Mo-TA
RAST«
FB NIN WATER W AND r O'"lID B4£
1.1 MINNEAPOLIS AT LID ME OCTAL A -AI
FEWER
GATE MIN COAR
SE 1/4, SW 1/4, SEC OS, T. 23 N., R.OSE., W.M.
KING COUNTY, WASHINGTON
r�P O BY ME M
/TYK ED SORT
1 / MWFA MING
"YAWS ONE TO HaSE 6
ED
BRow iE-33 OR"ITE MET
yxnu urz Iu Nelex, MUELLER
ELLE 3/4-11-2470-2
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CONRMATION STM NTN ALL METAL EWO MN�R6ET/t `AIM I- MERCK F AN
PARENTS THREATS (CC), CLACK JCNT MNMI MAARK 21-AL>YTMW IXa V 1-1-21)0-2
(B/� ITION -O) OR ANY M9CNMD HIDDEN DDM D PIREI . PACLWI XN6 PI
(1" FDINC-A-D) OR AY MCCO ABLE MEET ANC2E B41 VALVE AND MAGE CHECK VALVE ON pITET.
ALL R21NC5 ISRAEL BE WM WICK JOINT.
NOTE:
R BO¢S INSTAY2O NMN CON E RTE M RAIN DNIEWAYS MI4L BE
CAST -TRW EWAL M OLMOM FWNDARY. EVPWMM MW15 RUSH BE NBT4Im M
BDM WES OF MEMO BOR.
A— A ENDS r ME HIM FW MR (A m AM
IEThR MAD) RMGIISAO RACE
L _ 2-I /E' W. FR A «EAIFSr
E- — T AND FRET EDR E RT UB
LL
MR
RW IrII
NOTE:
ME CENTER M ME ROU: MUST BE AT RAST C FROM
UNDENRAM RIBS UNLESS ME RIB YACMG ALLOWS ME
NUT M MAI AOA"SE ME OVEN DOE M MEM MAN
CNE MR
® PUBLIC WORKS �i AND 1' WATER SERVICE �. PI1W - MAOI
DEPARTMENT
NOVEMBER 2008
03/4"AND 1" WA7ER S W VKZ
x.Ls. sm. PW! - 32AI
B } NG SEWER PIPE y1
WM FEW SM WMIt
;I
B
H
2', 4" S1W MARKING POST PAINTED
WHITE WM ME AMD •SERER' STENCILED
IN Y ND1 BUOR LETTERS AND 40 WRE
MMPfED MWND THE SND AND
EXTENDED TD ME rE E ME SINCE
6^ ME BEIRUT AND
SUBMIT SEWER (� SM. "A4DxI FOR
\
IBSTALLATIOM ELY)
ACCOUNTANTS Mo UMTS FOR MM SEWER L NECT S M MAN
�-I `ACP CLA55•
RENES ME AS FDUDAY
A WITHOUT CLAY MM - CUT N A NEW SECTION E SUMER YMN MM
A NEW WE URUC REMGE DECREASE
6• CRUSHED
(FEWKD E APPROVED IMAM
B (RANGE MAN - NT IN A NEW ECTW E SEWER MAIN WIN
A NEW TEE USING REMd CGAl1NG5
(FENS E APPRDWD EWAL),
C M MAN - CORE-ROLIfD MM A ROWS SMDS NEW APPRDHD
OR GRIND, SEAL MTHEDGE
EQUAL) E CUT N A NEW TEE USING FROKE (ONWUNO&
0. WEI RCN MAIN - NMyADLLED WM A ROI SQUARE OE
OR CENTER OF LANE THE
APPROVED EQUAL)
E MINIMUM CONNECTION - AL CENEC2KNS M MANHOLES SHALL BE
AT MMEACRRSO INOE-W3 E ME
sTNLMWW ORAL E CDM -ROLLED.
60" ALLOWABLE MAX.
FOR CAST IRON ARE
OR DUCTILE IRON PIPE ,,.DS
SOOp PSI MIX
M�f,�t�G^''
CONCRETE
BLOCKING
N�V�DP
19 BV
i MFA1�'
_ (R` yE MIN SLOPE
HERZORTA
8" SIOE CUTLET IEEeRMMN
SFWFA
6" MIN.
CONCRETE
OF ME AT MAIN
MAIN
BLOCKING ANDF
BETWEEN 25• AND 45• DE&III MESE SEM.BR
NOTE:
UNLESS DTHERMSE SHOWN ON PLAN. SDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY UNE OR 3-5• LOWER
THAN ME LOWEST HOUSE ELEVATON, WHICHEVER 15 LOWER,
PUBLIC WORKS STANDARD SIDE SEWER _
• • DEPARTMENT INSTALLATION
N (SEWER MAIN TO PROPERTY LINE) M9d1 1
4061
MUCH READ AM IM UOUNTED ON STEEL NEAR
CEMENT WNI r OF,
"TOBLE CIFEIX VOW �USDBLY
TRUE WN4FJAN ASSEMBLY AS LANE OF THE
�
EVANGELIST 45hv. H"� AREAS
IBM BE
WE AM
Ir ALL
ONE INUCH ME
AT FL. MINUTES
41 MET MULD WE. FIL
6 WE RL
lA FOR LILLY
17 ED I F
18 1 1-
LBI A,
VE
CWME
CHECK vKW
ALLIN FREY
CAUL,Wilyinu1o0 EZDr" PLAN
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USE
COUNTY WEAI SORED�RESILIENT VALMER
MUCH MAI)
"2 COEx TPCUNH YE
W
NOTE_ COsS M
Llm BOE N MER.
L INSURE VAULT N RAMONC AWA IM N PAMQ
2. 4- AN��Wpw� cs AND MET TO ME CAST
PW ISE rW 10' ASSEMBLY 12
s REIWMARY MV T WI WE WORM UNCq 1/r 54
FOR HE AYBLY IR
VALVES AT MAX OF INSTALLATCH M IT FW 0' ASY«BLY
ME PN IN VAULT mwFG METER COMPLETE 55111 m WMR
KAT Ix ANNIH AOM"p THED[ ABY rMAI A NEIw MM Y_
ANDG MASTER
A INSTALL.cuVwan TAMP FW ACGn UIM ro OA"wrt W
SHOWN MAN !METER
S AFTER NOTE MRAWNW, MAN WCVA MAN) CATCH BU9N W WN102M
BVA
Y -PASS RVA MUST BE rFzrzP SANSACWRXV
A CMT. HEALTH MMM BACMF
A DENY CA
RET HEWN N K 9A M
TY
N ACTIVATION OF MEW ANNE "o
MST MIM COMPAQ= FCUNI
F. Ss TO FEE TEST OCCUR NM K
E.
FAM ENDS
E IN. CA B' me ROB
CLASS 52 NHE WE
CwwR u1EP. LINDEN N Dr.
END VIEW
IF SO MAN)
PUBLIC WORKS SAB• 810• DOUBLE DETECTOR CHECK SN. PWW - 3602
DEPARTMENT ASSEMBLY WITH STANDPIPE OUTSIDE
INSTALLATION MARCH 2010
3 6"8"&10"IDOUBLEDBBCfOR a Rx
ASSEAffiLYW1T11 STANDPIPBOUTSIDB INSCALLA7TON
NTS. SM.. AM - "..2
LANE LINE
MARKING T•-6•
STANDARD VEHICI£ MIEEL PATH
4.S•
MIN.
L•IN
\
�-I `ACP CLA55•
MIN,.
6• CRUSHED
L 2 CLASS •B•COURSE
SURFACING TOP
425
2• SAWCUT AND REMOVEEDGE
OF PAVEMENT, -
OR GRIND, SEAL MTHEDGE
OF CURSE &GUTTER,
AR4000W
OR CENTER OF LANE THE
CRUSHED ROCK. FLOWABLE Fill-
OR
ILLOR AS REQUIRED By ENGINEER
MINIMUM ACP CLASS 'E' AN BSENATE BE:
PARROPAL/MINE/COBECTE NATURAL STREETS h INWSIPIAL
ACCESS STREETS - 6' ACP CLASS 'E' or B.
RESIRNPAL ACCESS SWEETS - 2' ACP CLASS 'E' or FIT%
NOTE:
UPON REQUEST E ERpNEER, NEW ROADWAY PAWAERT
SECTOR MAY BE DESIGNED USING M APPROVED METHOD FOR TYPICAL WNGRDOWAL PATCH AND OVBRMT
RTERMINING PAVEMENT THICKNESS.
FOR ORES PA
ADOVEYIMT
AOOP RD
CITY A
nAml®MAIm
J
e
HAI AND B alfiTELLLiMUCH
MENTRroMMUN<AT�ON
EN FT MPE OCE, METER MUST READ INI WE AGO ACT
ELENA IDA"
A' TECO
ELSENTLLEILLGOMAR
TOUCH READ PT TE Ep C5Ex5Ox MOpXTEO O
STEEL REH
RICANFIBERR THROUGH 2' DIA
SAILITED TOM IN COVER Mi UP PIT LID ANN R185
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"HAND
(EQUALVAULT
2LM 23.3 31"1ND PLATE DOMB"
R.
6 4' CA 3' UVEROUND WATER METER NE)
EDURT TO Ni LIN COMPOUND MGM WIN
WONNOTAREH RESOLUTION(W R RESUCE 1
Pin SUPPORT
MEN AM 4'0' DUKE. CANCENTRIC STANCHION AMS
ALL
ORBITAL
MEIERS FANO DEVICE COLORATIONS ARE
NOT NOW d
INCLUDEDINME STANDARD W [ALLIANCE.
GAIN SUNNI LEQUIRED BY IS NOT VT 1 OW 0'AN 0
GAINED
INSTALLATION REQUIRED By ME VTOIv w<IVEfPmE DEBT FOR
ME PRINCIPAL REOUIREMENTS REGARDING VAULT SIONG ARE THE
(WHICH CEMXANCSAUDI OF E SHALL BED CA RA CLEARANCE
xIMUM O 12- FROM VAULT
ENDS LAND
ME SE CLEARANCE SHOULD BE AS TYPICALLY SUDAN ON ME
VARIOUS STANDARD ETAI 1.
SEARSNOTE DEADVAN BLOCK SHALL WE DESIGNED AND INSTALLED SO IT
MATTE SCREENING UNDISNRRED EARTH SO AS M SUPPORT
SEES
A WE ENDNUT
6 OR 4 POPE CEMENT
LEAD RUPEE IRISH PIPE
CLASS 52 LENGLI TO FIT
PUBLIC WORKS 3", 4" 8 BY COMPOUND DOMESTIC M. PIN - 300,4
4 • DEPARTMENT WATER METER ASSEMBLY
MARCH 2010
rW"N6 v 8"& 10"DOUBLE DEBCTOR CH9CK
ASSShiBLYWITHOUT STANDPIPE OU731DEEVSTALLA77ON
N.T.S. STD. PEAK - 360.4
KBow lxhE'sbNOWA
CMlb*myvjft
CAMON.•
ME CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON MESE
PLAINS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING ME HORIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL
INCLUDE CALLING UTILITY LOCATE W 1-600-424-5555 POTHERING ALL OF ENE
EXISTING UTILITIES AT LOCATIONS OF NEW UDEN CROSSINGS TO PHbICALLY
VERIFY WHETHER OR NOT CONFLICTS EXISC LOCATIONS OF SUE UTILITIES AS
SHOWN ON THESE PUNS PRE BASED UPON THE UNVERIFIED PUBLIC
MOLOKAI AND PRE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR,
ME CONTRACTOR SHALL CONSULT MEN INSIGHT ENGINEERING COMPANY TO
RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
R-382041
W-382004
S-382004 A,� BUILT