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BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD _ N'g.
MAPS FURNISHED BY OTHERS AND VERIFIED WHERE _ °
M 7-' CQ (].,1 POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX
f3-I ENGINEERING, ASSUMES NO LIABILITY FOR THE ACCURACY"
z OF 7140SE RECORDS, OR FOR THE FINAL LOCAAON OF
Fz] EXISIING U7ILIRES IN AREAS M71CAL TO THE DESIGN
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BENCHMARK
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CITY OF RENTON MONUMENT No. 1835
EAST 1//4 CORNER SEC71ON 32- 24N -5E
TOP CONC. MON. IN CASE @INTERSECTION i
if
OF S.E. 88TH ST. AND 1161H AVE, S.E.
ELEVATION = 326.65 Uj
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PROPOSED SSMH 7
SEE MARSHALL SHORT PLAT PLANS
STA 2 +78.71, 117.0" L
RIM = 198.00
IE = 190.10 (S E
IE = 190.00 rN
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LEGEND
46, i 1
° °o `� i -) I PROPOSED SANITARY SEWER
PROPOSED STORM DRAIN
15 S 7OITARY SEWERh
EASEMENT
I ------_---- .. .... _
PROPOSED WATER MAIN
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f
STA 0+79 6, 5.O' LT �5' L° -93 --1 PROPOSED SIDE SEWER STUB
RIM = 211x.11 ,• i ` ' .y.• ° - ^9i PROPOSED WATER SERVICE AND METER
cA ," IE = 203.93. 8" N)RI Y A 1 C iS:JAD, INYK STA. 1+50 S S SiU6H 2 I SSMH
IE = 294.10, 6° S� / J ; STA 2 78.36, 5.0 >f
) S . TITF / r s` PR�VAIE ROAD AND tE = 19?-§3 ` STA 1 +89.86, 5.0 LT 1 RIM = 1934 PROPOSED CONCRETE SIDEWALK
IE 2 .18 // STA Ui 81:4? DRIVEWAY RIM = 201.39 i IE =i 190.76, 8.,' S
- i STA 0 +4000 ' I IE = 195.48, 8" ( IE = ',190.68, 8 �€t�
z ' IE = 195.38, 8" { ' I PROPOSED ASPHALT PAVING
89 LF 8 ", 01 CL b605.22
'
0 PROPOSED SANITARY SEWER MANHOLE
2 +00 APPX LOCATION OF WETLAND ,. PROPOSED CATCH BASIN
BUFFER AS ESTABLISHED IN a' PROPOSED GATE VALVE
THE MARSHALL SHORT PLAT
PROPOSED FIRE HYDRANT
tT.'ETLAND BUFFER Mlll((lin..,�
19 STU * ,��, sr'. �� , WETLAND BUFFER PROPOSED REDUCER
IE _ \4.70 I St STUB J ' v rS7A
0+ 6.65 x.194. - rr ` 106 Y PROPOSED BLOW -OFF VALVE
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R
t'. I 1- 4201.77 T r E FF=200iDb (MIN.) /
( 4 ! ! 0?Ei ALL SANITARY SEWER STUBS( 70 / I, / I PROPOSED TEE
BE fir MINIMUM, DIA AND AT MIN:
OF 2 SCOPE 1
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im
i 1 FF =110. (M14) i t
I 4' I i FF= 1x07.00
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FF=20 OA (MIN.) ,1 I -286001
FOUND 2" BRASS t
220 Cp R NCB DISC
--��
NO SECTION 32
SE MON.
CONTROL X11893
CORNER
1 /10 /00
a fk�)cr. T�lill.A C63. TYPE �•"SA 1j • v... i h I Y
L +9,4
RIM jo
2 1 05 IF
I C075, TYPE 2: 48.0 \\ 1 LE. = 79,.16, 12" (77)
STA 0 +06.87; 1 39 LT j 7 E 19,' 49, 8" (S) (FIELD LOCATE OVER CX1S7 18 MCP l.t. = 791.66, 6" E .�-
RIM 221.031 (MATCH EXIST C:RA E) ! _ () '
i
210. LF. 2 .16,.8 CCP_(E, -- - - - - -
I
:
l 0132150 "W
N
2665.9P' MEAS.
�� -- - - - -- - - - - - -- - -- - - i - -
CB j2-TYPE FOUND 2 "BRASS DISC
z It 110 Vl, SOLIC LOCKING LID
�B.° _ W UNCH IN CASE MON.
. PyC STA.2 +19.21, 0.00 PT;
4 ic, ®�6gy RIM 199.47 ! CITY OF RENiON, CONTROL J1835
SSMH' _ EAST 1/4 CORNER SECTION 32
STA. 0 +29 -a5, 5.00 R7 \ /J 96 ot, 12° (5 E) 1 1/10/00 O 'Az'q
200:.._ - - -- - -.- _.. _- _...._- -- RIM = ..21411.__ - - -- - -- -- - - --- - - -SC -- - - -` IE - -- - -- - -- - - -._. ._.....------ -- ...- - - --
`_ -�
20393, 8" CN) C8 a TYPE 1 \`�6 3
I.E. = 204.10, 6" ($E la( VANED GRAIT �� 9 25 LF 12" SD �\
Si 1 +201.28 925 - RT p.
: - RIM = 207-78 _ 25 LF 12" SD---� ;COMPACTED NATIVE MATERIAL -
202 d6, 8" (NW') c� 7.649, STRUCTURAL FILL i ►ate
10 (2 MINTAIN 2
89 MIN. COVER
IlAt
8 A�O`� too
DI _
I EXP6TE9 7/14/ 0-4
N SSMH /$ SHALLOW TYPE B 112 LF 8" DI CL 50 0 0;507
�!� 3 STA 1 +89.86, 5.00' RT
- - -T RIM = 201:39
d S } SMH EXTRA +78. OW 117E 4 SEE MARSHALL
I.E. I E = 1195.48, 8" S)
o z '2 W I.E. - :195.38, 8° (N) ST.A 2 +78 36 5 00 T POSED SSMH
I E f = 190.76, 8" S) STA 2+28 7'�, 117 0' L
CB}'7, T1PE 7 1E = 190.66, 8" W) RIM = 19790
U
z�vl -' SOLID LOCKINC LID I.E 1 108" ((E)
W Q
STS 2 +17.;0, 24.x7' RT I.E. 9001 N -
± Q
I.E. 10500. 12' (W)
a ? E -' 195.00, 12" (E)
Engineering;
180.. Tacoma, Washington t Wash ngton 98409- 0
7479
(253) 473 -4494 FAX: (253) 473 -0599
OWNER:
MR. RICHARD FISHER
3 +00 HENRY HOUSE BUL DEP0
P.O. BOX 969
SEOU►M WA _QM2
C tom: S_ s 5600/ SCANNED OCT 420M
2 +D0
PRIVATE ROAD PROFILE
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
10,
7
3 +00 HENRY HOUSE BUL DEP0
P.O. BOX 969
SEOU►M WA _QM2
C tom: S_ s 5600/ SCANNED OCT 420M