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A PORTION OF THE S.E. 1
1/4 OF THE NW 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W
W.M.
BASIS OF BEARING ,
, ._ I
I
TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID
5. ] N I I+
WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 5
I 9
00.58'59,35" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 2" BRASS o
o a w s u t I
e
RANGE 4 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF r
% - eak �' -�I`_ F
r„ eaY
", (1 =
=^
1313987.645 AT THAT POINT, THE INVERSE OF BOTH THE SEA LEVEL CORRECTION 1
1 ° -
- - Brea
FACTOR OF 0.999981078 AND THE GRID SCALE FACTOR OF 1.000000806 WAS 1
1 SIDE SEWER I I I I
I EXISTING SEPTIC•
I I I
007 I(a„ �e I I!..
r - - - -- -- 6° $TOE, J I v A Hail. ,
SE R I`• - y - - - v
,`. Nerki haul I h I 6:I:
\cN n r= I I I I I I I II 0'iE l I DE
PA DRI1 � 6, 422 SF
., • J l�4 � - ' i � II I ° m v
3_ ± 5,200 OT 4) PAD = 470 ±,,
PAD =4 B `
5'W4
"n Im
I
Ic'elvll:I:
L 7' o ,.
I I SECTION B -B
SEE SHEET C67 I I I f Ir`� Io OORDINAIE LOCA770N
i I I I. I I f n 4
SS STUB FOR
FUTURE EXTENSION
SS EXTENSION
AND MANHOLE
FOR FUTURE
DEVELOPMENT
I If:N OA3,11V
/ P161 4 t.PO
( to CON(. , 450 r:' ]E
10 CUNT. N <115 cl 01 n
8" PVC SS
CONNECT TO
8" AC WA MAIN
REPLACE EX. 6" WATER
WITH 8" WATER BY OTHERS
— DOMESTIC
METER TYP.
�Ia Wa1 .r !ne tP.l'
- NEW CONC. ROLLED
CURB AND GUTTER
AND SIDEWALK MATCH
EXISTING (TYP.)
1 1,:11 n e491N
II�n a Aga
10 10116 N
i" (UI IL S
t
t rIU It
i'•e r -ail
NEW AC PVMT,
PATCH (TYP.)
SAWCUT
EX AC. PVMT.
���„e of
y: > +e t,cdl curl,
30' Access &Storm \I I i I I I F SIDE SEWER W! AslI, I I I cAl11l snslrl
drainage easement �` LJ I I I I X. HOUSE PLUMBING I I I niN liu 42
CB, TYPE 11 54 "0 - - - - - -- e+ it of
:,•.I `I I N •t pi7 it IN t,UIJI'. 9 457.61 1E IF
FLOW CONTROL STRUCTURE 35 STORM I u _ I , a I yFECTION A -A, I ) { ]} 1
SEE SHEET CO6 EASEMENT I Iw -SEE SHEET C007 fl x EXISTING
n v FL ll.. -- v�✓.• WATER METER
44.87_(P) 444.86' (C) so S89'19'63 "E 622.91' (C) 622.93' 0') - - -- - -- - - - - -- -- - - - . -�s -� e1 I I TO REMAIN
_.. - -- nel.r meter (;ate
%.. -
f30 I tt+ ,
CONNECT TO \ "'
I`,
6 w• n,] frn
—1 178.06 ` ) 178,.05' (G) wc7,i rv, 1 e I!
3z
'I
n
(
I
EXI STO :..... ... ... .
- . `% -PROPOSED 4" WA' I -1`
v _
1 } _ 8 PVC S
AAY u,
- 12' WIDE GRAVEL ACCESS ROAD FOR j
I ' A11:11 NA;•tll / ACCESS TO SANITARY SEWER MANHOLES + 1 , °
n1N 436,54 fn
1z" car' c 43t 66 tE v f
% 12" CE41' W 4ll hA IE , +
m � I
1 i
�I I CONNECT TO EX SYSTEM � I � 'PARK TERRACE PLAT
(UNDER CONSTRUCTION)
4.
I
I 1 I tJ
I
\I.
I u
S89'19'03 "E 2611.38 re ienc,l "
48 "0 SSMH (TYP.) Y
30' WIDE N TRACT
USE OWNED E CITY CB, TYPfi I (TYP)
OF RENTON USE VIA AGREEMENT
WITH CITY OF RENTON
56' LONG x 14.5' WDE LEGEND
x 7.4' HIGH DETENTION VAULT
SEE SHEET C06 _.rl a0-
rl
\ I 1
, } zo 0 10 zo a
5'
GRAPHIC SCALE
SCALE. F -20'
RM-L 2' F Polk
1s .. •]IMr..Itirel,
CONNECT TO NEW 8" WA
1 h MAIN DESIGN BY
.�,
OTHERS) FIELD VERIFY
PVC SS i I to).0 LOCATIONS OF EXISTING
'i F.� I I Igoe
I ,.I
fenrP 11 II ti., it
HIM 159 0
12" I
' 12 Cllr NW .If1 ', .,t It l
CB TYPE 1
PROPOSED Site benchmark: I
DOMESTIC Center Section 10
METER (TYP) Township 23 Northf
Range 5 East, W.M.,
found 2" brass di c 47a'
:D CONTOUR with "X ", incased u ,
Elevation: 470.35
TOUR
1 I•.� 0�6 .Ill it .� 4F ),t tr-
YSEWER CLEANOUT
Y SEWER MANHOLE
TER MAIN
REINSTALL 06 I S I
BENCHMARK
7RARY 2" BLOWOFF ASSEMBLY TO MATCH
TER METER
EXISTING AS 110
REQUIRED
W. ,e1el�
ins
r
I , ele
:LEANOUT
I
1 W /SOLID LOCKING LID
11 W /SOLID LOCKING LID
,11 II
'Y LINE
IT i
(SPOUT MANIFOLD I I n 5 ;t1J
PAVEMENT RECOMMENDED
CHECKED FOR COMPLIANCE FOR APPROVAL
SIDEWALK CITY STANDARDS
1EMENT Dote I 2/ BY:
IVEL ROAD Date BY:
Date
IC SIDEWALK AND DRIVEWAY
A.0 H
9�
W�
T
rONA L ECG
-p1g(,Q,. 3O�07
EWTKS: MAY 6, 2007
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CID 0316 to
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PROJECT NO.: 05153
DRAWN BY: XAC: /ENM
ISSUE DATE: 11 -13 -2006
SHEET REV.: 1 -30-07
�C.OMPO�TE
L I ILI r 1 PLAN
051530001- COZDWO
CO2
SHEET 2 OF 13
w •33w.o1(Scm4)
v _
1 } _ 8 PVC S
AAY u,
- 12' WIDE GRAVEL ACCESS ROAD FOR j
I ' A11:11 NA;•tll / ACCESS TO SANITARY SEWER MANHOLES + 1 , °
n1N 436,54 fn
1z" car' c 43t 66 tE v f
% 12" CE41' W 4ll hA IE , +
m � I
1 i
�I I CONNECT TO EX SYSTEM � I � 'PARK TERRACE PLAT
(UNDER CONSTRUCTION)
4.
I
I 1 I tJ
I
\I.
I u
S89'19'03 "E 2611.38 re ienc,l "
48 "0 SSMH (TYP.) Y
30' WIDE N TRACT
USE OWNED E CITY CB, TYPfi I (TYP)
OF RENTON USE VIA AGREEMENT
WITH CITY OF RENTON
56' LONG x 14.5' WDE LEGEND
x 7.4' HIGH DETENTION VAULT
SEE SHEET C06 _.rl a0-
rl
\ I 1
, } zo 0 10 zo a
5'
GRAPHIC SCALE
SCALE. F -20'
RM-L 2' F Polk
1s .. •]IMr..Itirel,
CONNECT TO NEW 8" WA
1 h MAIN DESIGN BY
.�,
OTHERS) FIELD VERIFY
PVC SS i I to).0 LOCATIONS OF EXISTING
'i F.� I I Igoe
I ,.I
fenrP 11 II ti., it
HIM 159 0
12" I
' 12 Cllr NW .If1 ', .,t It l
CB TYPE 1
PROPOSED Site benchmark: I
DOMESTIC Center Section 10
METER (TYP) Township 23 Northf
Range 5 East, W.M.,
found 2" brass di c 47a'
:D CONTOUR with "X ", incased u ,
Elevation: 470.35
TOUR
1 I•.� 0�6 .Ill it .� 4F ),t tr-
YSEWER CLEANOUT
Y SEWER MANHOLE
TER MAIN
REINSTALL 06 I S I
BENCHMARK
7RARY 2" BLOWOFF ASSEMBLY TO MATCH
TER METER
EXISTING AS 110
REQUIRED
W. ,e1el�
ins
r
I , ele
:LEANOUT
I
1 W /SOLID LOCKING LID
11 W /SOLID LOCKING LID
,11 II
'Y LINE
IT i
(SPOUT MANIFOLD I I n 5 ;t1J
PAVEMENT RECOMMENDED
CHECKED FOR COMPLIANCE FOR APPROVAL
SIDEWALK CITY STANDARDS
1EMENT Dote I 2/ BY:
IVEL ROAD Date BY:
Date
IC SIDEWALK AND DRIVEWAY
A.0 H
9�
W�
T
rONA L ECG
-p1g(,Q,. 3O�07
EWTKS: MAY 6, 2007
CO OD
OD
a0
0
c(' W I ODW(-
W Orn Z
Z� .. �mW
O OW
1(n 0_ I'll LL IL
tou
l
• ►rh�-1n� • 1-i ' �"i �
^� WJ N O
x CO P,a
y
3
I-
1L
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0 0; a
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CID 0316 to
W Xo
Q f0 Z
Wa
PROJECT NO.: 05153
DRAWN BY: XAC: /ENM
ISSUE DATE: 11 -13 -2006
SHEET REV.: 1 -30-07
�C.OMPO�TE
L I ILI r 1 PLAN
051530001- COZDWO
CO2
SHEET 2 OF 13
w •33w.o1(Scm4)
3
I-
1L
F_
0 0; a
2 J v
LL
0 r�I
CID 0316 to
W Xo
Q f0 Z
Wa
PROJECT NO.: 05153
DRAWN BY: XAC: /ENM
ISSUE DATE: 11 -13 -2006
SHEET REV.: 1 -30-07
�C.OMPO�TE
L I ILI r 1 PLAN
051530001- COZDWO
CO2
SHEET 2 OF 13
w •33w.o1(Scm4)
PROJECT NO.: 05153
DRAWN BY: XAC: /ENM
ISSUE DATE: 11 -13 -2006
SHEET REV.: 1 -30-07
�C.OMPO�TE
L I ILI r 1 PLAN
051530001- COZDWO
CO2
SHEET 2 OF 13
w •33w.o1(Scm4)