HomeMy WebLinkAboutS-284307,I' CXD `V
MARSHALL SHORT PLAT
-- - --
PORTION OF NW 114 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH RANGE 5 EAST, W.M.
CITY OF RENTON
__-
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- j ' ORE DRIL Eri(S - SSMH ��
EMS-T. SSMH IE =98.4 (SIN) ^ G
��
�M= 107.99 r
P�
�E St O / \
E OUT =883 V) )
E=SS9ED O
LACC1N
A V.F
E NM E
AND 11 " -, SC 2 n SSMH J{' SHADOW TYPE 8 i
ik d
r
J STA 10 +27.39, 5.76' RT. 3345700165 I
I J RIM = 703.55 3345700171
")
\"` -IEEE/
F� _sue
�3
�`r � IE IN = 99.17 (SW ,
IE OUT = 99.27 (NE) SSMH 2 48 0 TYP RAISE RIM TO 112.0 & BACKFILL
T , {o 3345700166 \
8 +65.98, 5.48 RT. IF (NW &SE) = 109.75 I
EX. CB TYPE i 109.80
RIM= 109.73 = 101.90 (S) 12" CPEP
cX CB TYPE 1
CRIM
IE= 106.03 (NW &S) T = 101.80 (NW) ��RIM =111 28 IE= 109.93
- - tv- - - - - _ _ - CIE= 108.08 (NW &SE) ®
P
ro _ _ _ - - - � EX. CB TYPE I "� -- II
RIM 111.81
W ° - -�
o-- -
- - - W W 167 LF 8» C� _ �- �_ _ -- i4 12p -- - EX. CB TYPE
- wtif F - RIM =120.8 6
- 00 D. /. - vnt
- - -- -
INTERSECTION - - _ W �� `= 7.639 _ Ll� - _- _ -_ -� _, - IE= 116.76 &S)-
_ � �
j
�
NCOLN � -
= STA 0 +00 NE 40TH -
w -
W 265 LF 8- CL 50 D.1. @ S 5.59 - - - = --
PEP W - --
W -W M
12" C 12' CPEP -W W �y - W I-- _
j _ W
- - - T �- CPEP - - T r - -= W
IE= 103.56- a
_ DRIVE T -� I J T--
IE =104. G'1 _ I RI ce TYPE ❑ T - =��_
WAY - 7 EX. SIDEWALK P.tM= T
®
� � &CURB tifi:94 / IE- 110.60 /
CB TYPE I - 10934
RIM= 1047 (N &S) 3345700115 E Irur�jos.4as(rt 3345700 30
3345700110 334570011c _
�0
NE* IE SE _ 34
175
j
BASED rg
FROM F itOR AND
OOTHE
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j
F=
i
s°
150
S�2
I eon.
FVASN'
/2�0� i--. •i.
o
N
wa
2a
}
EX. SSMH
NORTHING = 19
EAST,'NG = 130
RIM - 107.99
412.11
446.39
SSMH 1 SHALL
W TYPE B
SSMH
r
48 "0 TYP
®
+
E iR -c i3 A7-
-:
E IN = 98.34 (X.
SE)
STA 10 +27.39,
5.76 R T
STA 8 f-
5.98, 5.48' RT.
z
a
z
IE OUT = 98.34
CORE DRILL NE
(EX. N)
INVERT AT 98.44
RIM = 103.65
IE IN = 98.17(
W)
W)
RIM = 1
IE IN =
9.80
01.90 (S)
EX. CB TYPE 1
RIM= 120.86
FIE=116.76
BENCHMARK
5
ACCESS FROM LINCOLN
AVE NE
IE OUT = 98.2
(NE)
IE OUT
101.80 (N)
(N &S)
CITY OF RENTON CONTROL POINT #1835
AND 110TH PL 5E
DATUM: CITY OF RENTON (NAVD 88)
ELEVATION: 326.65
o
125
EX. CB TYPE 1
RIM= 111.81
W
_
_ -
-
(FEET)
318 IN. BRONZE PLUG & PUNCH ON COP:C MON,
IN CASE, DN. 1', 1.7' SOUTHERLY & 13.0'
Q
EX. CB TYPE 1
RIM= 109.73
IE= 107.61 (N &S)
Z
- - -
n _ _ _
WESTERLY OF THE CONSTRUCTED INTERSECTION
i
IE= 106.03 (NW &S)
IE @ PROPOSED SEWER XING =105.6
EXISTING GRAD
- �LINCN AVE
-fir
N.E.
- - _ - - - -
n
ZL 3]�j_�5 -
_ _ =
OF SE 88TH STREET & 116TH AVENUE SE.
N
W
o
°
- - - -
-- -
- -
- - -
161 LF 8" CL
- --
50 D.I. � S = 1.63%
-
------ - -
- -�� NEW LOC
EX. SI CEP
CROSSING
TION
TO BE
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
I
I
I
100
2.4'
OVER
RAISED TO
IE= 109.50
-
BY DATE
82 LF
8" PVC ®S =0.5%
j
BY DATE
BY DATE
i
DATUM ELEV
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j
W
90.00
N
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ap
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co
M
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Cp
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10 +00 9 +00 8 +00 7 +00 6 +0
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LiNC LN A VE. N.E.
ENGINEERS - SURVEYORS
-
SCALES: "OR, 9 " =20'
CONSULTANTS. INC
SHEET 15a OF 21
415 RAINIER BLVD. N 516 EAST FIRST
ISSAauAH, WASHINGTON 98027 CLE ELUM, WASHINGTON 98922
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K~A • � apt � K EPl . �„- 10 ,
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PH:1425/392 -5351 FAX:392 -4676 PH:f509D674 -7433 FAX:674 -7419
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