HomeMy WebLinkAboutWWP2703229.2SE 1/4 SEC. 14, TWP. 23 N., RGE. 5 E., W.M.
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PLA T OFVENDELL
NOTE.•
CONTRACTOR MUST CONFORM TO APPROVED
KING COUNTY EROSION CONTROL PLANS (SHEETS
C2 01 AND C2. 31) A T ALL TIMES
JLL L/L IeIlL 0111.
6"0 PIPE (MIN)
2Z SLOPE (MIN.)
PLA T OF
LIBERTY GROVE
70' UTILITY
PROPOSED SSW
/STA. 1 f55, 7'L T
STD. MANHOLE, 4810
4f2.41SR/M 06iF3-4 (MATCH EX. PVMT.)
q43,8('10" lE 0 0 0 0 � (lN)
(N & W FOR FUTURE CONNECRON)
443.-?710" lE e1(OUT)
PROPOSED 6" FORCE MAIN
(EVENDELL)
nannn c%cn c•ri iu
STA. Of 16, 7'L T --
STD. MANHOLE, 4810
4�ft•?2R/M 446-ft (MATCH EX. PVMT.)
�1q•b ION IE 7 (lN) (N)
�34• s,310 /E 4067 (OUT) (W)
16. 5,
✓ ii iivn
CONC. SIDEWALK
SEE SURFACING
SECTION OPTIONS
SHT C3.31
ASMEUILMT
rrsy„
C t::w
10
ERIC
WAS,y�%"%
A.
F, 33713
SISTER
EMRS 6-12-05
16.5'
SECT/ON B-B
URBAN SUBACCESS STREET
SE. 39THSTREET
NO SCALE
CEMENT CONC.
ROLLED CURB &
GUTTER.
SEE DETAIL
SHT C3.31
SCALE: 1" = 50'
0 25 50 100
BASIS OF BEARINGS
N0028'541E BETWEEN MONUMENTS FOUND
IN PLACE A T THE SOUTH QUARTER
CORNER AND CENTER OF SECTION
14-23-5 PER HIGHLAND [STA TES,
ACCORDING TO PLAT RECORDED IN VOL.
212, PGS. 10-1.3, IN KING COUNTY,
WASHINGTON.
DA TUM
NA VD 88 PER CITY OF RENTON
SURVEY CONTROL NETWORK
BENCHMARK
BROKEN BRASS SURFACE DISC /N THE INT
S.E. 128TH ST & 156TH A VE. S.E. (CITY
OF RENTON PT, f 2103)
ELEV = 547.94 (167.013 METERS)
3" BRASS SURFACE DISC /N THE INT. N. E.
4TH ST (S.E. 128TH ST. ) & 148TI/ AVE.
S.E. (CITY OF RENTON PTI 1852)
ELEV = 454.77 (138.614 METERS)
NOTE: CONTOUR, BOUNDARY, AND
TOPOGRAPHIC INFORMATION SHOWN HEREON
PR014DED BY DRYCO SURVEYING INC.
BOUNDARY VERIFIED BY CORE DESIGN INC.
1471 1 NE 29th Place Suite 101
com Bellevue, Washington 98007
425.885.7877 Fox 425.885.7963
�zw� DESIGN
ENGINEERING • PLANNING • SURVEYING
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SCANNED APR 2 2 01-) ; ` :' 2 { ' 6 z
04037C5.01