HomeMy WebLinkAboutD-366501PROJECT CONTACTS.
APPU CANT/ ON NER ............................PNW
HOLDINGS LLC
............................... ...........................9675
SE 36774 STREET, SU17E 105
.. ............................... .........................MERCER
ISLAND, WASHINGTON 98040
. ............................... ..........................(206)
588 -1147
..........................................................
CONTACT JUSTIN LAGERS
........................... ...............................
JUSRNBPNWHOLDINGS COAT
CALL ENGI NEER ....... ...........................D.R.
S7RONG CONSUL77NG ENGINEERS, INC.
. ............................... ..........................10604
NE J67H PLACE, SUI7E 232
.................................... ......................KIRKLAND,
WASHINGTON 98033
. ............................... ..........................(425)
827 -3063
..... ............................... ......................CONTACT.
- MAHER A. JOUDI, P.E.
........................... ...............................
MAHER. JOUDICORSTRONG. COM
LEGAL DESCRIPTION.
L07S i AND 2, KING COUNTY SHORT PLAT NO. 976093, RECORDED UNDER
RECORDING NO. 7612010798, IN KING COUNTY, WASHINGTON.
LEGEND
° MAILBOX
¢ U77LITY POLE
¢—( STREET LIGHT
o—( LIGHT POLE
❑ CATCH BASIN
® SEWER MANHOLE
TEL£ RISER
SIGN
® WATER METER
W WATER VALVE
f WATER BLOW OFF
FIRE HYDRANT
ODECIDOUS TREE
CONIFEROUS TREE
°M PROPOSED S7REET LIGHT AND CABINET
PROPOSED STORM DRAINAGE
-�® PROPOSED SANITARY SEWER
1
PROPOSED WATER
1 -8" TEE (FLxFL)
2 -8" GATE VALVES (F
1 -8" GATE VALVE (FLxFL)
1 -8" 45' VERT. BEND (FLxMJ)
2 -8" D.I. SPOOLS (3 LF)
2 -8" SLEEVES (MJ)
W/ THRUST BLOCKINGS
1 -8" TEE (FLxFL)
NE 14 -23 -5
o 1 -8" 45' VERT. BEND (MJxMJ)
W;
W
AL CL 52
�1 -8" D.I. SPOOL (1 LF)
W w
DETAIL
N. T.S.
8" Al. CL 52
1 -8" 45' VERT. BEND
—8" 45' VERT. BEND (FLxMJ)
EX 12" STORM
PROFILE
N. T.S.
THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN
PREPARED BY STANTEC. ALL FIELD INFORMATION PROVIDED
BY OTHERS. STANTEC HAS NOT VERIFIED THE ACCURACY
AND /OR COMPLETENESS OF INFORMATION PROVIDED BY
OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS
OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT
OF ERRONEOUS INFORMATION PROVIDED BY OTHERS.
RI4- 503.47 I I
TIE 12' PVC N.- 500.40 PARCEL N0.
IE 12' PVC 5.- 500.40 3664500250 I PARCEL NO.
T— _% 3664500245 12' coNC IE =50a.m i
PARCEL NO.
s m -
PoM- 503.73 -- _ _ _ - _ _ _ 3056807R E
IE 8' PYC 5= 494.50 _ _ _. _ - - - - -_ - _ 12' C C IE= 503.88
_ 506
�j _. -- - . WI
+- TYPE I CB
_ -- -- - o �i1M "5011 1 -5 1/4" MVO F.H. ASSY. 11 ,
IE 12 PVC N,=479.79
TIE 12' PVC S- 497.89 1 -8 "x6" TEE (FLxMJ) I
sst 18 LF 8" D.I. CL. 52 1 -6" GATE VALVE (FLxMJ) I n
PoM -501. - 10 LF 6" D.I. L. 52
IE 8' PVC W. -4927
4" B.O. ASSEMBLY
IE 8' PVC N. =4928] - W THRUST BLOCKING r
PER KCWD90 DETAIL W -10 -1 PER KCWD90 DETAIL W -4 8 LF 8" D.I. CL. 52 I j . I, �� I PARCEL No.
$ 6 5 4 2 1 I L 3664500136
9 LF 8" D.I. CL. 52
1-!.11,4" MVO F.H. ASSY. E.
" /- 1 -5 1 4" MVO F.H. SSY. 1 �.__ _.:
.�� ��,T 7., n I 1 -0° nlo_vnr n cool v / 4_.. Trr In ..0 n / � \ I f I I , I
SEE DETAIL
THIS SHEET
SS20 -
PoM- 498.89
— IE B8 —_PYC 548820
3YPE 1 -
Po4-484.73
73
- IE 12' PVC S =491.51
IE 4' PYC E-49285
EXIST. F.H.J
5
RI4 -48
IE IT PVC N-47
IE B' PVC W. 47
IE e' PVC 5 -47
- EXIST. F.H.
0
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VICINITY MAP
REVISED TO INDICATE
CONSTRUCTION RECORDS
FIELD REP:
JOSH DERAITUS
REVISED BY:
QUYEN DANG
DATE:
09/13/2013
CONTRACTOR:
PRO GRADE ENTERPRISES
8 "D.I. PIPE:
668 L.F. (CL52) / GRIFFIN PIPE
F.HYDRANTS:
MUELLER
VALVES:
MUELLER
FITTINGS:
TYLER
THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN
PREPARED BY STANTEC. ALL FIELD INFORMATION PROVIDED
BY OTHERS. STANTEC HAS NOT VERIFIED THE ACCURACY
AND /OR COMPLETENESS OF INFORMATION PROVIDED BY
OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS
OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT
OF ERRONEOUS INFORMATION PROVIDED BY OTHERS.
RI4- 503.47 I I
TIE 12' PVC N.- 500.40 PARCEL N0.
IE 12' PVC 5.- 500.40 3664500250 I PARCEL NO.
T— _% 3664500245 12' coNC IE =50a.m i
PARCEL NO.
s m -
PoM- 503.73 -- _ _ _ - _ _ _ 3056807R E
IE 8' PYC 5= 494.50 _ _ _. _ - - - - -_ - _ 12' C C IE= 503.88
_ 506
�j _. -- - . WI
+- TYPE I CB
_ -- -- - o �i1M "5011 1 -5 1/4" MVO F.H. ASSY. 11 ,
IE 12 PVC N,=479.79
TIE 12' PVC S- 497.89 1 -8 "x6" TEE (FLxMJ) I
sst 18 LF 8" D.I. CL. 52 1 -6" GATE VALVE (FLxMJ) I n
PoM -501. - 10 LF 6" D.I. L. 52
IE 8' PVC W. -4927
4" B.O. ASSEMBLY
IE 8' PVC N. =4928] - W THRUST BLOCKING r
PER KCWD90 DETAIL W -10 -1 PER KCWD90 DETAIL W -4 8 LF 8" D.I. CL. 52 I j . I, �� I PARCEL No.
$ 6 5 4 2 1 I L 3664500136
9 LF 8" D.I. CL. 52
1-!.11,4" MVO F.H. ASSY. E.
" /- 1 -5 1 4" MVO F.H. SSY. 1 �.__ _.:
.�� ��,T 7., n I 1 -0° nlo_vnr n cool v / 4_.. Trr In ..0 n / � \ I f I I , I
SEE DETAIL
THIS SHEET
SS20 -
PoM- 498.89
— IE B8 —_PYC 548820
3YPE 1 -
Po4-484.73
73
- IE 12' PVC S =491.51
IE 4' PYC E-49285
EXIST. F.H.J
5
RI4 -48
IE IT PVC N-47
IE B' PVC W. 47
IE e' PVC 5 -47
- EXIST. F.H.
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1 -8" D.I. SPOOL (3 LF)
1 -8" SLEEVE (MJ)
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PARCEL NO.
3664500135
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PARCEL NO.
3664500127
PARCEL N0.
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SCALE IN FEET
PRESSURE ZONE: 649
h
WATER DISTRICT NO. 90 BASE MAP E-4
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RECORD RA--b5 ._ R SHEET OF
DRAWING: DAB � DRAWING E4.015
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