HomeMy WebLinkAboutWWP2703653.1w
���_ PORTION OF N E 1/4 CIF SE 16, T 23 N, R 5 E., W.M.
81,23'
N84' W
20.00,, XISTING LIGHT POLE
TO BE R OVED AND PLACED
ON WEST SIDE OF IMPROVEMTS
C
PAD 1 C, C5 AS OTED ON THIS PLAN
FF = 461.50
SSM #2 STA 4+15
STA 4+28.50, 5.&-- IE=455. 2
RIM EL = 46+-.64-462.011' 4
1 --4-5 �.' 456.12'-8"OUT
37LF-6"t %
6 _JE7�456,56
84*40"v) p 10.00,
7LF— 6 14 4- N84 C40,-W
S=2 0. J, 45.16'
IE=464.40 u') N b
A
PAD 2 t I 0
0 1 1 10, 00' 76'
FF 461.50
110
Cv
.4, ®
PRP w
0 ST 4+10
Li Li —30' IE= 55.67
80-84'
5' SANITARY SEWE
EASEENT
i. CL
Ln
PAD 3 2:
00
FF = 462.00
(2) 9 j I STA 3+121
o 00
91 IE=454,,7
IE=455.53 37LF-6pp SS <
1,00' S84'40'40"E
cr;
IE=455.38
Co
<
PAD 4-
FF 463.50-- + STA 3+06,5
!E=454.641 1-
1 0
84*40'40"" ��6
n
6 9
0
37.00.,
84-40"40F
4 > - ---------
S$MH #1
STA 2+40 LT
C�
-4&7-4-�' 46 7.15'
41 RIM EL = -
INV EL = 4-5, �.' 454.04'-10"EX
1 N V EL 464-47-- 454.14 8"NEW
A_
X0
f
EX SSMH
RIM EL — 469.51,
IN EL = 453-40'-10"
It
s
470 s
w w w 4
EX 10"Di W 681 D .14
SITE 254
EX SSMH
RIM EL = 468,50
INV EL = 461.20' 8"
w __
681
ST
EX SSMH
RIM EL = 468,46'
INV EL = 454.76'-10" ti
jl
EXISTING LIGHT POLE
TO BE REMOVED AND PLACED
R ON WEST SIDE OF IMPROVEMT
AS NOTED ON THIS PLAN
C�
1
A_
137-50'
ST
L_`A I I I
00
101 CD
z
GRAPHIC SCALE 0 V)
ail
20 0 10 20 40 80 ryl
( IN FEET )
1 inch = 20 ft.
SURVEY NOTES
INSTRUMENT: TOPCON GPT 300OW TOTAL STATION
METHOD USED: FIELD TRAVERSE WITH ACTUAL
FIELD MEASUREMENTS AND ANGLES
WAC 332-1930-090
DATE OF SURVEY: MAY 2012
BASIS OF BEARING: RECORD OF SURVEY UNDER
KING COUNTY REC# 8409149001
BENCHMARK: CITY OF RENTON 1503
NE CORNER OF SECTION 16-23-05
VERT EL = 401.02 NAVID 1988
N=181067.883 -- E=1,311,966.675
LEGEND
E3 CB (TYPE 1) Ej] TELEPHONE VAULT
STMH (TYPE 11) 0 TELEPHONE CABINET
SANITARY SEWER MH MONITORING WELL
WATER VALVE PIS NAIL
EB WATER METER /SERVICE (D SKWN IN CASE/
FIRE HYDRANT 0 EX REBAR / PIPE
UTILITY POLE MAS AINOTED
L BOX
E-- GUY WIRE PROPOSED SHEET 'LIGHT
SIGNAL CABINET
INUI POWER JUNCTION BOX PROPOSED JUNCTION BOX
LIGHT POLE PROPOSED SSMH
0, GAS VALVE
PROPOSED SS CLEAMN OUT
[�P] POWER VAULT
[Zj POWER PEDESTAL PROPOSED TYPE 1 CID
PAVEMENT NOTES
ALL TRECH RESTORATION SHALL PER THE CURRENT CITY OF RENTON TRENCE
RESORATION AND STREET OFVERLATY DEATIL
SEE SHEET C6 OF 11.
5-365304
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W W
;3 A
94
IQNAL
"AS -BUILT" NOTE:
BUILT" IS BASED ON A ACTUAL FIELD
SURVEY BY TOUMA ENGINEERS AND
INFORMATION SUPPLIED BY CONTRACTOR.
RECOMMENDED
FOR APPROVAL
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