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EX SSMH
RIM EL = 462-05
INV EL = -11.30
STA 1+72-5. 3.0' LT, EX SSMH
RIM EL = 454.35'
INV EL = 440-75' EX 8"
INV EL = 440.85 NEW 8"
CONTRACTOR TO VERIFY INVERT
ELEVATION PRIOR TO CONSTRUCTION
p SIED 15' WIDE
R 0 P 0-
-SEVkR EASEMENT
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SEE DETAIL SHEET 2 OF 2 Z
EX C8
RIM EL = 451.74'
INV EL
or 7w
NOTE: THE UNDERGROUND UTILITIES SHOWN HEREON ARE BASED
UPON EXISTING AS-BUILT DRAWINGS, AND ARE NOT GUARANTEED
TO BE CORRECT, NOR ALL INCLUSIVE. ALL UTILITIES MUST BE
VERIFIED PRIOR TO CONSTRUCTION. CALL 1-800-424-5555 FOR
UTILITY LOCATORS.
4A00 VVA -w17
THAT PORTION OF NW 1/4 OF THE SE 1/4 OF
SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF REN TON,
STATE OF WASHINGTON
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STA 3+9194.6' LT
SS STUB TEE
Li INV EL = 450.520-60
D
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EL = 451.13"-6'
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STA 2+48, 3_6'LT STA 3+17, 4.1' LT
SS STUB TEE SS STUB TEE FF EL = 466.00"
IN V EL = 444.17'-6" INV EL = 447.21'- 6"
41
x D 9 14 4
FF EL = 465-00'
lAAk' FF EL 463.00'
C, P
T
'
0 42 STA 4+ 50, 5.OLT
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GRAPHIC SCALE
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SURVEY NOTES I inch = 20 ft.
INSTRUMENT: NIKON TOTAL STATION DTMAlOLG
METHOD USED: FIELD TRAVERSE WITH ACTUAL
FIELD MEASUREMENTS AND ANGLES
WAC 332-130-090
DATE OF SURVEY: JULY 2003
BASIS OF BEARING: WEST LINE OF THE NW 1/4 OF
THE SE 1/4 OF SECTION 10-T23N,R5E.W.M.
.0 N00-08' 57- E (KCAS)
BENCHMARK: CITY OF RENTON MON # 1907 & 2119
#1907 CHIMED SQUARE SE CORNER OF
CONCRETE BASE FOR MAIL BOXES ON THE
WEST SIDE OF 142nd AVE
SE(HOQUIAM AVE NE)
OPPOSITE HOUSE NUMBER 12014.
ELEVATION = 472.67" (144.070m)
LEGEND
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SANITARY SEWER MH
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MON IN CASE/
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POWER JUNCTION BOX
H #1, 480
A LIGHT POLE 0 EX REBAR / PIPE
RIM EL = 467.00'
;> AS NOTED
44j INV EL = 453.00' 8" OUT GAS VALVE
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INV EL = 453.10 8" IN
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RECOMMENDED
FOR APPROVAL
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