HomeMy WebLinkAboutS-298702SURVEY NOTES
FIELD SURVEY: PERFORMED BY TOUMA ENGINEERS
INSTRUMENT: NIKON TOTAL STATION DTMAIOLG
METHOD USED: FIRED TRAVERSE WITH ACTUAL
FIELD MEASUREMENTS AND ANGLES
WAC 332 - 130 -090
DATE OF SURVEY: APRIL 2002
BASIS OF BEARING: CITY OF RENTON MON #266 do
1866 (N N89003'55" W)
BENCHMARK: SITE BENCHMARK
LEAD do TACK AT THE SOUTHWEST CORNER OF
EXISTING POWER VAULT
ELEVATION = 25.12'
TBM BENCHMARK
CITY OF RENTON MON # 1866, TOP BRASS NAIL
IN CONCRETE IN CASE, 125+ SOUTH OF INTERSECTION
OF BURNETT AVE N do N 28th PLACE
ELEVATION = 105.04'
f
f/r
0
GENERAL NOTES
1. DO NOT BLOCK RESIDENTS' DRIVEWAY AT ANY TIME.
2. AREA INSIDE CONSTRUCTION FENCE SHALL BE CLEARED TO ALLOW FOR CONSTRUCTION.
3. ACCESS TO SITE AS LIMITED ROAD WIDTH.
4. MAJORITY OF EXISTING SHRUBS AND GROUND COVER HAVE BEEN REMOVED. CONTRACTOR
RESPONSIBLE FOR ANY ADDITIONAL REMOVAL FOR LANDSCAPE IMPROVEMENT. SEE
PROPOSED SITE PLAN FOR LANDSCAPING IMPROVEMENTS. SHRUB AND GROUND COVER
LEGEND.
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KEEP PEDESTRIAN ACCESS
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✓/ �J- EXISTING WATER LINE. +
N: 191,438.34 �� x x x x 60 AOf DItTRbB.x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x
/ E: 1,300,558.84 )w x x x x x x x x x x x x x x x x x x x x x x x x+ x x x x x x x x x x x x x x x x x x x
N: 191,441.25
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EXISTING EROSION CONTROL 5
STRAW.
N: 191,422.37
V E: 1,300,568.86
Q EXISTING SSMH
NRT T - °
CO C E E OP EL 22 98
4
EXISTING EROSION CONTROL
STRAW.
x - �
BENCHMARK,
STEEL RIM EL = 23.35' r
BOTTOM EL = 11.15' 1
INV EL = 14.64' 8' W
INVEL= 11.35'8 "W
EXISTING EDGE OF LAKE TOP FORCE MAIN = 18.84' 4"
EL= 19.00' (4/02)
EXISTING SITE PLAN AND
CONSTRUCTION ZONE
1. -5'
O
1 O "CEDAR
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
MARK MILLER, P.E. 1 /24106
RH2 ENGINEERING INC. DATE
ROLL 2 0�
N: 191, 430.83
E: 1, 300, 619.86
EXISTING CYCLONE
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EXISTING UTILITY POWER
VAULT BELOW GRADE
N: 191,432.96
E: 1,300,621.95
N: 191,422.52
E. 1,300,623.60
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ACCESS HATCH TO
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DO NOT ^'�"' °°
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VIEW OF PROPERTY LINE
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EXISTING ANTENNA FOR
TELEMETRY RADIO
EXISTING ELECTRICAL SHED
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EAST WENATCHEE OFFICE
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