HomeMy WebLinkAboutW-3820014.5OF
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'
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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
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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.�