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5 4 Id9n�I� I Rang'- -- A ORTION of the S.E. 1/49 SECTION
*51N �i�$ MANH(1LE east. of the Willamette Meridian.
N9? Calculated per Plat of Honey
8" PVC IE 315 71 g Creek Ridge. Division No. 1.
I As recorded in Volume 173
8" PVC IE 315 70 E of Plats, page (s) 98 -100, in
o I B" PVC IE 315 59 N King County. Washington.
NE 2 ST.
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a —EX STORM DRAIN MANHOLE
G I I RIM 328.38
(nn 8" CONC IE 321.94 E
u� t +y'dr ant 16" CONE: IE 319. 79 S
I 14 1 18" CONC IE 319.52 N
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E ASeMEN T REC. NO. 6717926 TO THE OF
in I (� �' r) I, —RE N TON )
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I 1n I EX CATCH BASIN
IaTM 331.79 I
1 I 8" CMG' I F 328.30 w t.
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5 4 Id9n�I� I Rang'- -- A ORTION of the S.E. 1/49 SECTION
*51N �i�$ MANH(1LE east. of the Willamette Meridian.
N9? Calculated per Plat of Honey
8" PVC IE 315 71 g Creek Ridge. Division No. 1.
I As recorded in Volume 173
8" PVC IE 315 70 E of Plats, page (s) 98 -100, in
o I B" PVC IE 315 59 N King County. Washington.
NE 2 ST.
r 1
a —EX STORM DRAIN MANHOLE
G I I RIM 328.38
(nn 8" CONC IE 321.94 E
u� t +y'dr ant 16" CONE: IE 319. 79 S
I 14 1 18" CONC IE 319.52 N
I I 1 a)
JM cyclone fence i
I I r l I I I EXISTING FIRE HYDRANT
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Ili 1 2116 d 2601 2617 262.E
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°. I III I m I� Building I W
mo I I � Shed
I N I J�� I \ i wood fence •s
1 W 1 III I, ` - -_ __I I I S89 °19' 27" 615.03' T
'� I
0.01 t-, l — 5' cyclone fence Shed She
I o – _ - — _. �,.._ ,� _.. C
I I
C_ 01 I I EXISTING 5' RO DWAY SLOPE '& SIDEWAJTY
E ASeMEN T REC. NO. 6717926 TO THE OF
in I (� �' r) I, —RE N TON )
I I �I.I I / _
I 1n I EX CATCH BASIN
IaTM 331.79 I
1 I 8" CMG' I F 328.30 w t.
I X11 I I
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= 3 4 I � I S I 1I 6 � 7 �I
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I 3 + -PRIVATE DRAINAGE DRAINAGE STUB J
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I X 4I 332 3) 1 � / \ _ ~` I I '` � I / • � �
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I I 120' PRIVATE _. \I 1 � I \ E MENT
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W I 1 rW . ., • I I ,r� II � I I l 1I `� / I � I I 1 I I 1
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29 � 2 , PRIVATE G
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DRAINAGE PRIVATE DR I ' AG
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4, TOWNSHIP 23 N., RANGE 5 E., W.M.
1 2633 � 2701 2709 �
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cyclone
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2717
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one fence
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p a I I �dT i � 3 � '� / l ll � '� Q J P wer �d P/ � �,.,
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RIM 335.88
( }}able box 8" PVC IE 324.68 S
fllydranq •1;,18 8" PVC IE 324.53 WI 1 1\
1 1 p,N
A - EXISTING FIRE
I "i HYDRANT
I
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X SANITARY SE Eft MANHOLE
TIM 337.72 `-' 5
I" PVC IE 325.27 S
` PVC IE 325.26 E
i" PVC IE 325.25 N
"4° I 1
> I I EX CATCH BASIN
I RIM 336 73 I
_j "1 8" CONC IE 335.10 SW
Extruded curb
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EX SANITARY SEWFR MANHOLE "� L UA 04-109
RIM 347.79 I ENGINEER:
8- PVC IE 334.68 N
8" PVC IE 334.58 W I JA EGER EN GINEERIN G
1. REVISED PER CITY `REVI W 1 —12 -05
\ I ,wor
NO. I RE VISION
8Y I APPR. I DA TE
ROLL 2 0 0 FR ' 101
9419 South 204th Ploce
Kent, WA. 98031
Phone No. (253) 850-09,34
Fax No. (253) 850-0155
M
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15 30
( IN FEET )
1 inch = 30 ft.
60
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1� 4 F�
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20734
ANAL
EXPIRES: 3/11/2006
RECOMMENDED FOR APPROVAL
DATE:
DATE:
DATE:
DATE:
CITY OF REN'I'ON
DEPARTMENT OF PUBLIC WORKS
120
COMPOSITE SITE PLAN
KENNYDALE COURT PLAT
DESIGNED: JJJ DATE: 6/20/05 FILE NAME:
DRAWN; JJJ
COCKED: JJJ SCALE: 1 "= 30' FIELD BOOK: PAGE-
APPROVED- SHEE T: 2 OF: 14
4