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00 10, V EL--*23.-55-
0 422.65 /PRIVA-1,11 26'ACCESS
0
& UTII- ItY EASE N
F 17=4i -6 .55 FF=4,3 0.00
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A 3+
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39LF-6"
S=2.0.
INV EL-
421.55
X
ij
FF=430.00
FF=426.00
FOUND 5/8 -,,R E B A R 1, x
C A P
EX HOUSE STA 3+68
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REMOVED S=>2.0%
4532 INV EL=
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STS 1 -
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30LF + + SS IX
SS CONTRACTOR TO INSTALL
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1 INV EL=419_00 ± PIPE. \-TT\
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CD ------ 7
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0 10 20 40
m
N.W. N CORNER SEC 10-23-5
STA
C.O.R. C MON #159 FND 1-1/2
Li
BRASS DISC W/PUNCH MARK
2: 1
N 4"X4" CONC MON W/CASE
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ST & UNION AVE
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EL=4-32-.63, 432.36
NE (6/17/05)
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STA 1+55
N-186,373.1000 (KCAS)
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CD
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110
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0
& UTII- ItY EASE N
F 17=4i -6 .55 FF=4,3 0.00
Li
STA 3+10.
A 3+
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INV EL-
421.55
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FF=430.00
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FOUND 5/8 -,,R E B A R 1, x
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30LF + + SS IX
SS CONTRACTOR TO INSTALL
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CD ------ 7
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1 inch = 20 ft.
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6
MON IN CASE FF=430.00
SURFACE BRASS MONUMENT
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FOUND 5/8 -,,R E B A R 1, x
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EX HOUSE STA 3+68
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STS 1 -
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30LF + + SS IX
SS CONTRACTOR TO INSTALL
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0 10 20 40
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LAbLMEN I
CA REC NO. 9004111113 & 9005091478
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STA
IN FEET
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EL=419.68 419.98
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48"
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0
RIM
EL=4-32-.63, 432.36
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EL=419.68 419.98
38LF-68" SS PVC
Z:)=I.uu EXPIRES ._& 22
"AS-BUILT" NOTE:
'AS-BUIL 7' IS BASED ON A AC774 FIELD SURVEY
BY TOUNA ENGINEERS AND INFOR677
* ON SUPPLIED
< 4d BY CONTRACTOR.
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.R. MON #1848 FND _13 RA - D- -S FOR APPROVAL
32-8-07,
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W/PUNCH MARK ON 42lX4py CONC 11
CD - - - - - - - - ---------------------
0 892.11
STA 0+06, 41T
C) CURB BAR 11 R
PT STA 2+92340, 181T Big 'MON W/CASE DNTE
EX 48" SSMH-TYP 1 SEE DETAIL < RIM EL=417-85 PC STA 2+03.24, 181T END OF CURB R=20'
0 (6/17/05) INV EL=417 "l BEGIN CURB R=30' T/C =432.36 BY TATE
N=183,691.4502 (RENTON) T/C =430.30 STATION EQUATION BY TATE
NE 1 Oth STREET L=47.95 STA 2 +50.57 NE 10TH ST )=
E=1,300,377.4087 (RENTOlq- R=30.00 STA 4+29.50 (CHELAN) BY �TATE
Delta=91 *34'24" INSTALL STD MONUM NT
IT- - BY ATE
STATION EQUATION
WEST 1/4 OF SEC 10-23-5 STA 0+00 AHEAD= STA 4+30, 19.50'LT
FND 1-1/2" BRASS DISC W/PUNCH STA, 14+76.22 BACK (CHELAN)
MEASURED DISTANCE It
MARK ON 4"X4" CONC,MON W/CASE
(6/17/05)
N=183,748.6606 (KCAS)
E=1,671,255.9645 (KCAS)
EX 48 SSMH- I y13 1
OUTSIDE DROP MANHOLE
RIM EL= 432.76 433.16
L= 49.39 419.66
INV EL=1- 415.46
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