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DATUM ELF, V
475.00
STA 13+60, -3.5' RT
EXISTING SSMH-48"
------ RIM EL = 484.40'
INV EL = 473.60'-8" IN (E)
INV EL = 473.50'--8" OUT (W)
14+00
`92LF8"PVC S=
(S--3732)
TL# 1442600050
PORTION OF 'THE NE 1/4 OF THE Nth' ,`/4
SECTION 14, TO��'vI S� HIR 2� NORTH, RANGE 5 E STF W.M.
CITY OF'ENTO", STATE OFUASHINCTON
STA 17+60, 3.5 RT j
STA 14+55, 3.5' RT STA15+94, 3.5' RT ( SSMH #1--48"
PROPOSED SSMH--48" PROPOSED SSMH--48" RIM El_ = 501.70' -----
(S - 3732) INV EL = 493..20'-8" OUT W
RIM EL = 495.50' 1 INV EL = 493.30'-8" IN E o
EL = 487.00'-8" OUT W - STAB+0 \ _ h�
V EL = 487.10'-8" IN E /' SS STUB ---
,CONTRACTOR TO VERIFY INV EL = 87.50 ® STA 16+�5, 3.5' RT
PRIOR TO CONSTRUCTION OR SS STUB
� - INV EL = 49 .70'--8"
ON LINE TO THE EAST) ` GRP > ___ �---
NEd STREE GRAVEL PARKING
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TL# 1442600060 TL# 1442600070 TL# 1442600080
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TL#' 1442600090
TL# 1442600100
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GRAPHIC SCALE
20 0 10 20 40
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STA 13+60,
3.5' RT
H-48"
4•G 0�°
EXISTING SS
RIM EL = 404.40'
INV EL
_
$.i PVC S
-
--
INV EL = 4
3.50'-8" OUT (W)
-
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- -
FtJTURE SEWER
LINE
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( -3732)
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S i A 1 i +60 3 5 RT
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STA15+941 3.5' RT
ST
16+05 3.5' jRT
SSMH # ---48
RIM EL = 5 1.70'
INV EL - 493.20'-8" UT W
SS STUB
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( S
PROPOSED MH-48
- t-8 "
IN EL 487.50
IhV EL
' - 493.30'-8 IN E
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S- 3732
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% STA 14+ 5, 3.5' RT
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PROPOSE SSMH-48
---
INV El. - 487.00' " OUT W
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STA 16+ , 3.5' RT-
SS STUB
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'\S` RIM EL 389.50
IN�ERT
,
INV EL = 487.10' 8" INE
CONTRACTOR To VERIFY
PRIOR TO CONSTRUCTION
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INV EL = 490.70 --8
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INV EL 8 EX W j
i0N LINE TO E EAST
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14+00
15+00 16+00
NE 2nd STREET
SCALE: HORIZON -A!.._ 1" -20f
VERTICAL 1 " = 5'
17+00
S=381701
510 '
( IN FEET �
1 inch = 20 Pt.
SURVEY NOTES
INSTRUMENT: TOPCON GPT 300OW TOTAL STATION
METHOD USED. FIELD TRAVERSE WITH ACTUAL
FIELD MEASUREMENTS AND ANGLES
WAC 332-130-090
DATE OF SURVEY: AUGUST 2014
BASIS OF BEARING: NE 2nd STREET
500 BENCHMARK: CITY OF RENTON MON # 2103
N 1/4 OF SECTION 14-23-5
BROKEN BRASS DISK AT EH INTERSECTION
OF SE 128th STREET AND 156th AVE SE
ELEVATION = 547.94' (NAVD 88)
LEGEND
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