HomeMy WebLinkAboutWTR2701925.2A PORTION OF THE SW 1/47 OF THE SE 1/4 OF SEC. 292 TWI? 24.N., RGE. 6E.,W.M.
SE.70TH ST . KING COUNTY, WASHINGTON
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} 767HWATER LINE WAS FIELD -- - — _ -- - -- - --- - ---
S�PL
o� - Q ECT ` SURVEYED BY C & C
SURVEYING AND BUILT
44TH 1� SE -
S7 ; : 79TH ST $[ 807N ST
SHOWNPER HONLTTHISIPLAN ------ — --- - I I iti AVE. S. E. I o
R : _.. ...............:. �;_ .._ _ .._ .... ai... MAY i9. i988 / _ _ ----- ---- — /
1020
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� Y I � _' � / I10TH. 1020 t37.31 =
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x ; = SE. SE 87TH ST ►�- ~oi i°%� - / /
d 37TH ST $ rLu
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1 36TH tr : >?4E 36THS
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'1-
VICINITY MAP
LEGAL DESCRIPTION
THAT•PORTION OF. TRACTS 183 AND 184 OF C.D. HILLMAN'S
LAKE WASHINGTON GARDEN OF EDEN ADDITION TO THE CITY
OF SEATTLE, DIVISION NO. 3,'ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 81, IN
KING COUNTY,,WASHINGTON, LYING•EASTERLY, SOUTHERLY.
AND WESTERLY OF PRIMARY STATE HIGHWAY NO. 1 AS CON-
DEMNED FOR HIGHWAY PURPOSES BY THE STATE OF.WASHING-
TON UNDER KING COUNTY SUPERIOR COURT CAUSE NUMBER-
6137801
INCLJDING THAT PORTION OF COUNTY ROAD VACATED
BY ORDINANCE NO. 2111 OF"THE CITY OF RENTON.
NOTE:.ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION
SHOWN ON -THIS DRAWING IS FROM A SURVEY PERFORMED
BY BARGHAUSEN CONSULTING ENGINEERS INC'.. DATED
JUNE 14, 1986. (THEIR JOB NO. 2097)
n AnTr ^" nrAnTA/n
WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE.
BENCHMARK DATUM
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. -
THE GEOTECHNICAL REPORT, AND RECOMMENDATIONS
CONTAINED THEREIN, PREPARED BY EARTH CONSULTANTS
INC.,''DATED 11-5-87, ARE TO BE CONSIDERED PART
OF THE SPECIFICATIONS FOR THIS PROJECT DUE TO
THE SENSITIVE NATURE OF THE UNDERLYING SOILS
CONDITIONS ON THE SITE. ALL ITEMS OUTLINED IN
THE GEOTECHNICAL REPORT SHALL BE MONITORED &
TESTED BY EARTH CONSULTANTS, INC., TO VERIFY
COMPLIANCE WITH THE RECOMMENDATION CONTAINED
THEREIN
REMOVE TEMP. BLOW -OFF &
CONNECT w/ SOLID SLEEVE
N. E. 44TH. ST. 1014 + 15.19 =
CL ESMT. 0+00
INSTALL 1-12"x 8" TAPPING TEE &
1- 8" Fx MJ ATWET TAP C N
TO EXIST. 12"D.I. MAIN. w/
CONC. BLKG.
ITgj iF NLDG. PEMIT IS APPLIED FOR PRIOR TO
THE RECONSTRUCTION OF N.E.43RD. ST., THE
OVVSIER SHALL E: T END THE 12" D.I.P FROM IIOTH.
TO THE PROP. DBL. DE E: CHECK VALVE ASS`.
�- NEW F.H. ----�- EX. 6"STL .
�
( � FUT. 12" D. 1.
PRgVll)!-- BEADMO
' 311TEES
M� 8"G.V. 6R 9LI D FL.
t
F5A� >c d
I FUT. CONN. TQ 12
UNDER EX.6
�
r8-90PBEND I
m I�la I
I I
"GV
Li
6°TAP. TEE w/
N
WET TAP CONN
T.e EL. I
-
I
STA.5+25 INST 8"xf" TEE, !�,idxF
6" GV, Fx MJ w/ BLKG.
20 L.F. - 6 D. I.P., CL. 4 2 R
BLIND FL. FOR FUTUFE CONN.
OF DBL. DET *1ECK `VALVE ASSY.
SEE NOTE AB&E,
2+(5 .zts
N.E. 43 RD. ST. -2- ..;T =
q ESMT. STA, 5 t 58.15
NST 8 "x6" TEE, F x MJ
6 "GV, w/CONC. BLKG.
6` DBL. DET. CHECK VALVE ASSY.
PER CITY STDS.
11
0��9 .z9 / �
STA.4+92 I
"x
1+12 %
l+sz.zs
STA,. t+ ✓/ I,N.
CL ESMT. STA. I +62.50
APPROVE Y
' S b -� 8
INST L-E 6 TEE, MJ xF i
I- 6 G.V., F x M J
STA -F+36
INS.. I/2 METER &
11
INST 6 DBL.DET. CHECK
VALVE A�SY. PER CITY I-
L _6"D.I.P,CL.52
-
CITY OF RENTON PUBLIC WORKS
DIRECTOR
I-5IMV0 PH A.SSY. w/
SERVICE PER CITY STD. STD, w/8 x61 TEE,
I I
5 6
SHEET OF
CONC. BLKG. F _ CITY STD.Ll
6"GV GONG. BLKG.
I
L..J
— __.T _
2 I I- -S ' REV. PLAN PER C,-..Y REQUEST. I� -�,7 C ; J('B NO. e7 - r 15
WATER DISTRIBUTION PLA
PREPARED BY:
0 G" h IN 1111 Em- E R [Em PLO m "it'
S Y
I -405 EI r
�ENT�N / H.
775 IDYLWOOD DRIVE S.W.
-- ISSAGUAH, WA" 9 7 "
[ 206 1 392 1471
