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NEW CURB FACE WILL BE 32' EAST '�
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OF THE EXISTING WEST CURB '� ,
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ALIGNMENT. EXISTING ALIGNMENT _
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BEGINS AT STA 8 +00.
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SEE SHEET 148. } J
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M�1 RSHALL SHORT RLA T
PORTION OF NW 1/4 OF NE 9/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.IVI.
CITY OF RENTON
i .,�.�, � - 10'T
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T ✓ FF �F83.4 MIN \..., /
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STA -0 +073 `� \�
RIM = 1981 MATCH FIN. GRADE) �_
IE OUT = 19 .0 (N)
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STA 3-F 37.57, 5.83' LT. PLAT RD)
STA 1 +24.80 (EASEMENT RD) 3345700182
RIM = 157.43 �h
lE IN 149.96 (S) �'��
IE OUT - 149.86 (W) / t I r1�
IIj �
5 - '� \ I ,ryh END. BRASS DISC IN
0 "�- "" "" �O CONCRETE IN % ONUMENT
/ � _ � ' - I � CASE AT SE 80th STREET
_ _ �'S 3345700182 Aj�rD 116th AVE NE.
,; � � ��0 CITY OF RENTON CONTROL
' _ ! ,. - __ _ _ - _ _ _ _- 296.43' - - - � POINT No. 1893.
_ m_
v,� ��� -�- - - -� _ 1160 ' - � , D _ � _..
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_ _ �, � I I
� 1 � '- � i 3165 SF
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gg -- -�- � � ! � BUFFER � I
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170 4411 SF ��J X ROPOSED BUFFER a� �,I
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FF =159.2 � D
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N � � � ��� ADDITIONAL
SANITARY SEWER CONTROL
SSMH X -COORD Y -COORD __. RIM _ELEV
EX 1304446.39 195412.11 107.99
1 1304382.11 195361.55 103.58
2 1304354.29 195203.10 109.65
3 1304343.23 194938.42 124.48
4 1304338.77 194732.59 136.97
5 1304333.93 194583.88 160.12
6 1304455.88 194579.99 155.86
7 1304447.71 194337.93 198.00
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S /ONAL EN
_EXPIRES 11/10
NOTE: THE EXISTING UTILITIES AS SHOWN
ARE ONLY APPROXIMATE. OTHER
EXISTING UTILITIES MAY EXIST.
ALONG THIS PROPOSED ALIGNMENT.
IT SHALL BE THE CONTRACTOR AND/
OR OWNERS RESPONSIBILITY TO
VERIFY THE SIZE TYPE LOCATION AND
DEPTH OF ALL EXISTING UTILITIES
PRIOR TO STARTING CONSTRUCTION
CaII Before You Djg
1- 800 - 424 -5555
i 0
LOT \5 � J( �
� j i END. BRASS PLUG IN
FF =187.6 MiN ��. �� � � j� i CONCRETE IN MONUMENT
�/\ � CASE AT SE 88th STREET
I�� _ '�- J \ � a i AND 116th AVE NE.
i
� � \ ' r \ �; � � � CITY OF RENTON CONTROL
\ � � � �� POINT No. 1835.
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A�20�A.7E`I_� ON OI` l
�- FXlcnun � ink WATER SFRUIl�C � iur � � - - --I -
ua �a t ' �.O \ - -
�2 SSMH 7 � EwsnNC lo'�NCIZESS7
pp � EGRESS &UTILITY EA_
STA i +074t5,;,�8.09" RT. rzECg assmosoo7s /ae
RIM = 197.9 (MATCH FIN. GRADE)
IE OUT = 190.0 (N)
IE IN = 190.10 (E) - BY OTHERS 3345700216
WETLANDS FLAGGED BY J.S. JONES & ASSOC.
SEPTEMBER 25, 1998.
ROLL # 167
\296.40'
3345700217 �
0
CHECKED FOR COMPLIANCE
TO CITY, ST'AAND�ARDS
Bv����� �2�'� -- .DATE /�'7A1J
B. DATE
BY DATE
;� -
i �
- � -
/ S79 24'4g.E
1658.94.
TRAP T A
,r
LEGEND
DECIDUOUS TREE
CONIFEROUS TREE
OD CATCH BASIN TYPE 11
❑ CATCH BASIN TYPE 1
FIRE HYDRANT
D4 WATER VALVE
® WATER METER
-W -WATER LINE
- x -BARB WIRE FENCE
OS SANITARY SEWER MANHOLE
zo GRAPHIC SCALE
( IN FEET )
1 inch = 20 Yt.
BENCHMARK
BASIS OF BEARING:
NAD 1983/91; BASED ON HOLDING
THE BEARING OF N01 °32'50 "E
BETWEEN CITY OF RENTON CONTROL
POINTS No. 1835 AND 1893.
VERTICAL DATUM.•
NAVD 1988; BASED ON HOLDING THE
ELEVATION OF 326.85 FEET FOR CITY
OF RENTON CONTROL POINT No. IB35.
ENGINEERS - SURVEYORS �
EASTSIDE COMSIlL TANTS INC. SHEET 13 of 21
415 RAINIER BLVD. N 516 EAST. FIRST
ISSAOUAH, WASHINGTON'98027 CLE ELUILI, WASHINGTON 98922
PH:14251392 -5351 FAX:392 -4678 PH:f509 /874 -7433 FAX:674 -7419
�/�, S- ��3'u� -e/ sCANN�D OCT 4 2000