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MARSHALL SHORT PLAT
PORTION OF NW 114 OF NE 114 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON
150.
3345700171
RAISE RIM TO 112.0 & BACKFILL
IE (NW &SE) = 109.75
�rEX
I
1
I
CS TYPE 1 12" CPEP
0
"-CORE DRIL4 EXIST. SSMH
X90
\
41211
IE= 108 -08 (NW &SE)
EXIST SSMH ,... IE =98.44 (SW)
SSMH #2
48 -0 TYP
I
. ?FIM= 10799
®
IE /N= 98.3.3
S(EN)
RIM= 120.86
IE= 116.76 (N &S)
RIM = 10799
IF IN = 98.34 (X.
IE OU=98 4 ) no a-=
STA 10 +26.75,
`
-W
`;W
ACCESSED F OM ss L
Q
W W
��:O.
LINCOLN AVE NE n
AND 110TH P1 SE a-
o SSMH 1 SHALLOW TYPE B -
_ 12° CPEP =-
/ / E
3345700130
Q - 0 0. _. _.
STA 10 +27.38, 6.14 RT.
RIM = 103.58± (MATCH EXIST. GRADE)
(MATCH EX GRADE)
3345700165
-.
IE IN = 98.95 (SW)
IE OUT = 98.85 (NE)
3345700166
\
SSMH #2 48 -0 TYP
STA 8 +65.98, 5.06 RT
INVERT AT 98.44
2 -- -n ---
- - --� - " --
- .,
EX CB TYPE 1
RIM = 109.73
RIM = 109.65± (MATCH
IE IN 101.75
EX. GRADE)
IE= 106.03 (NW &S)
= (S)
IE OUT= 101.65 (NW)
BENCHMARK
EO
- - -
_ - - --
AVE NE
ca TYPE r -
_
161 LF -
C -
D.
_
-- -
--
INTERSECTION
-
- - _ /. ®5= 1.689,
-
--
-- - - - -- -
-
' LN �-
W -�
-- -
,
_ _ _
e F.
= STA 0 +00 NE 40TH
_
_
_
:.:... ... .. ..
EX CB TYPE 1
RIM 1/1.81
W
W
m
ELEVATION: 326.65 (FEET)
3/8 IN. BRONZE PLUG & PUNCH ON CONC MON,
-- ,..,i'`.,
12' CPEP
W W
W
EX. CB TYPE 1
109.73
C
'
T
CPEP
`� - -
IE= 103.56 _ DRIVE
IN CASE, DN. 1, 1.7' SOUTHERLY & 13.0'
WESTERLY OF THE CONSTRUCTED INTERSECTION
T�
-r--
- 1104.01 WA y
7
EX. SIDEWALK &CURB
'YPE
RIM= 714:94
CB TYPE 1
RIM- 107.92
3345700110
IE= 104.47 (N &S)
3345700112
3345700115
-10934 (1
IN- 106 -44 ['
IEi� UT -106 -u
NEY� IE SE _
175
IE @ PROPOSED SEWER XING =105.6
- - - - -
-_ _
Z
150.
3345700171
RAISE RIM TO 112.0 & BACKFILL
IE (NW &SE) = 109.75
�rEX
1
I
CS TYPE 1 12" CPEP
0
RIM =11128 IL= 109.93
NORTHING = 19
EASTING = 1304446.J9
41211
IE= 108 -08 (NW &SE)
TYPE B
SSMH #2
48 -0 TYP
I
EX. CB TYPE 1
wm Q
RIM= 120.86
IE= 116.76 (N &S)
RIM = 10799
IF IN = 98.34 (X.
SE)
STA 10 +26.75,
-265 LF 8" CC 50 D.I. ® S 5.69'
-W
`;W
5.06' RT
r =---T- ,W
W W
��:O.
60
IF OUT - 98.34
_ 12° CPEP =-
/ / E
3345700130
EX- SSMH
1
I
0
NORTHING = 19
EASTING = 1304446.J9
41211
SSMH 1 SHALLOW
TYPE B
SSMH #2
48 -0 TYP
I
0
RIM = 10799
IF IN = 98.34 (X.
SE)
STA 10 +26.75,
6.14 RT.
STA 8+65,36,
5.06' RT
+
IF OUT - 98.34
(EX N)
RIM = 103.58±
(MATCH EXIST. GRADE)
RIM = 109.651
(MATCH EX GRADE)
EX. CB TYPE 1
CORE DRILL NE
INVERT AT 98.44
"W) IE IN = 98.95 1
IE OUT = 98.8
SW)
(NE)
IF IN =
IE OUT
fOl.75 (S)
101.65 (N)
Q
RIM 120.86
BENCHMARK
CITY OF RENTON CONTROL POINT 4/1835
ACCESS FROM LINCOLN
AVE NE
�
IE= 116.76 (N &S)
AND 110TH PL SE
125
DATUM: CITY OF RENTON (NAVD 88)
EX CB TYPE 1
RIM 1/1.81
W
_
_ -
-
ELEVATION: 326.65 (FEET)
3/8 IN. BRONZE PLUG & PUNCH ON CONC MON,
EX. CB TYPE 1
109.73
=
IE= 10761 (N &S)
`� - -
-
IN CASE, DN. 1, 1.7' SOUTHERLY & 13.0'
WESTERLY OF THE CONSTRUCTED INTERSECTION
RIM =
IE= 106.03 (NW &S)
_
_ _
_ - - -
OF SE 88TH STREET & 116TH AVENUE SE.
IE @ PROPOSED SEWER XING =105.6
- - - - -
-_ _
Z
EXISTING GRAD
F- LIN NAVE N. E-
- - _ - - - -
- n
--
-(l-
-
��
--��-
I►r
r
_
___-
CE
------
NEW LOC.
TION
Q
EX. 12" CT
EP
CHECKED FOR COMPLIANCE
- - --
161 LF 8" C
50 D.I. S = 1.67%
CROSSING
TO BE
TO CITY STANDARDS
100
2.4
OVER
RAISED TO
IE= 109.50
mil.. baJ
BY�ATEIt�
82 LF
8" PVC 0 S =0.57
I
BY ATE
BY
DATUM ELEV
90.00
z
10 +00 9 +00 8 +00 7 +00 6 +0
�p y„ 315
/OIf LEN
0 cc
LINCOLN AVE. N. E.
ENGINEERS - SURVEYORS
EXPIRES 11 /10 /oU _
Qf'Al =C ino % "'20'
=A QTQin= CONSlU 7 ----- eNC
SHEET 15a OF 21
ROLL # 167
�O.• „_�O� 415 RAINIER BLVD. N 516 EAST FIRST
E _ ISSAOUAH, WASHINGTON 98027 CLE ELUM, WASHINGTON 98922
PH:14251392 -5351 FAK392 -4676 PH:15091674 -7433 FAX:674 -7419
CID S- zd'u203 SCANNED OCT 4 2009