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A PORTION OF THE SE 1/4 OF SECTION 32, TOWNSHIP 23 N., RANGE 5 E, KING COUNTY, WASHINGTON
=1 � .•3 -� 15'
-.111 .. I I ITT!-[ 111-11 1 111 '1 - Ill- I. . .
1-1/2- CRUSHED SURFACE -,!
TOP COURSE -�- r I I I � , �� ... --- ----- - - - - -- -- -- - - - - -- - -- I ...._.._ .......... _
2-1/2n CRUSHED SURFACE t I I � �3 / -� .- . - - .. • - ' -
BASE COURSE I 1 4 II SEE SHEEP RD -02
POND A E ROAD
�i�i S.S CB#4
NOT TO SCALE
�I SEE SHEET RD -02
' 16 WIDE DOUBLE \
I I I I C8#5 22
� SWING GATE SEE SEE SHEET RD -02
DETAIL SHEET PN -04
15 SEE SHEEP PN -02 FOR
CROSS SECTION B -B
O
\_65 LF, 18"0 SD \� 1<�90 \\
SEE PROFILE ON .9 �
SHEET PN -03
CBi2. TYPE 2-48 900
W /SOLID LOCKING LID 17
M� / I � �\ \\ � ��� - N =161149.26
E= 1302471.65 \ \
\ \ � $ SEE PROFILE ON
W \ Z
TOP =�-OO � ~
roE =a�0 SHEET PN -03
N / \ , .00 CONCRETE WALL \ \ � 6 SD CO LOT 17
CB#1A, TYPE 1
N ITOE OF SLOPE `1 � ` � �� �� ` �5 W /SOLID LOCKING LID SEE SHEET GR
04, -04 I - TOP= N= 161073.39
TOP =447.\ �� \\ E= 130253828
TOE - 441.50 \ /� \ \ \ N TG= 465.12 PON
Z � I TOEE4ao.00 � \ \ ` \ NSI \ r' \ IE= 461.601 6 "0 '•.% � - - - - - �
WETLAND B TOE EASE) I ;� \,__ �' /
CHAINLINK FENCE - SEE
' J DETAIL ON SHEET PN -04 TRACT E , \ ` � \ p� r \ / ow
POND OUTLET W/TRASH RACK / / (STORM DRAINAGE) \ aj:� Z p \ ; ,�-
3' 1 BOTTOM OF POND \ i a \ � ` -��
AND SPLASH PAD ; �/ �, \ \
N= 161021.95 / ,/ ELEV= 435;75 �^
E= 1302393.57 roP=4as.ea o f
I SEE PROFILE SON SHEET PN -02
TOP-447.00
` \ W
/ TOE- 441.50 \,\
j \ (TOE WEST) POND INLET W/TRASH RACK \ TOE =442.00
/ TOE =440.00/ AND SPLASH PAD
28 LF, 18 "0 SD (TOE EAST) / N_ 161023.31
E- 1302451.43
SEE PROFILE ON
SHEET PN -02 SEE POND OUTLET PROFILE
'� ON SHEEP PN -02 � � \
/ � `_ �- � - • ....... .. .. TOE =446.00
C6#17, TYPE 2 -48 "0 ` `� _ 49 LF, 18 "0 SD
OVERFLOW STRUCTURE W /DEBRIS CAGE -----SEE PROFILE ON SHEET PN -02 --04
N= 160996.93
/ E= 1302386.70 / ?
SEE PROFILE ON SHEET PN -02 .000e / #' /
10 1
� TOE = 447.00 'kit" X%
SEE SHEEP PN -02 FOR
CROSS SECTION C -C
o+00
91
� J
POND SIGN - SEE
1 DETAIL ON SHEET
� PN -05
A \S SViEET PN -02 FOR
CROSS SECTION A -A
GArma
�T
16 LF, 18'00 SD
SEE PROFILE ON : S"
SHEET PN -02 f
25 STORM EASEMENT \ �% ` `'�` =s., - - - - -- ---- - - - - -- I
IL ass asses ::::=_
• - ��
Y
N= 160960.23
E= 1302198.68
IE= 401.00s, 180
W /GABION MATTRESS POOL
SEE DETAIL ON SHEEP
PN -02
Ca12 Workinp Days BMorm YOU Dip
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C8#22, TYPE 2 -48 "0
W /SOLID LOCKING LID
N= 160983.34
E= 1302377.65
TG= 447.00
IE= 435.189 18 "0
' SEE PROFILE ON SHEET PN -02
170 LF, 18 "0 HDPE FLEXIBLE
PIPE (SEE PROFILE ON SHEET
PN -02)
1�
SID
et /
�V
7 LF, 18 "0 SD
SEE PROFILE ON
SHEET PN -02 ,. .
IE= 435.25, 18 "0
N: 160982.49
E: 1302385.10
KRISTAR PERK FILTER
SEE PROFILE ON
SHEET PN -02
Its
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P'I
UL
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0
A F
"' CB f 1 B, TYPE 1
r-
W /SOLID LOCKING LID
N= 160974.37
----- E= 1302533.89
TG= 456.30
IE= 451.929 8 "0
N 89051'29" W 421.95'
DESIGN W.S.
ELEV= 445.00
PRIMARY OVERFLOW 15' WIDE ACCESS ROAD
ELEV= 445.30 ELEV= 447.00
EMERGENCY OVERFLOW SEE DETAIL THIS SHEET
ELEV= 445.50
15' WIDE POND BERM
ELEV = 447.00
W#16, TYPE 2 -60 "0 (�fw*1112y
CONTROL STRUCTURE W /DEBRIS CAGE
N= 160993.87
E= 1302396.22
SEE PROFILE ON SHEET PN -02
IE= 436.00, 18 "0 -J L10 LF, 18 "0 SD
N: 160984.36 SEE PROFILE ON SHEET PN -02
E: 1302395.13
0
CONSULTING ENGINEERS L L C
ESM x/14
33400 Avenue South
SURVEYED:
Suite 205
EARLY CLFARM & Q%*J)M 11YLM SUOMFiTAL
Federal Way, WA 98003
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tiDOML MAY (253) iJi-41 13
www.esmcivil.com E�,T ( *) �7-
Civil Engineering
Land Surveying Land Planning
Public Works
I Project Monogern►ent I Landscape Architecture
ESM
JOB #258- 044 -013
1�
SID
et /
�V
7 LF, 18 "0 SD
SEE PROFILE ON
SHEET PN -02 ,. .
IE= 435.25, 18 "0
N: 160982.49
E: 1302385.10
KRISTAR PERK FILTER
SEE PROFILE ON
SHEET PN -02
Its
11�lC1
P'I
UL
o°
0
A F
"' CB f 1 B, TYPE 1
r-
W /SOLID LOCKING LID
N= 160974.37
----- E= 1302533.89
TG= 456.30
IE= 451.929 8 "0
N 89051'29" W 421.95'
DESIGN W.S.
ELEV= 445.00
PRIMARY OVERFLOW 15' WIDE ACCESS ROAD
ELEV= 445.30 ELEV= 447.00
EMERGENCY OVERFLOW SEE DETAIL THIS SHEET
ELEV= 445.50
15' WIDE POND BERM
ELEV = 447.00
W#16, TYPE 2 -60 "0 (�fw*1112y
CONTROL STRUCTURE W /DEBRIS CAGE
N= 160993.87
E= 1302396.22
SEE PROFILE ON SHEET PN -02
IE= 436.00, 18 "0 -J L10 LF, 18 "0 SD
N: 160984.36 SEE PROFILE ON SHEET PN -02
E: 1302395.13
0
F=1' StJffiffTTAL
ESM x/14
SURVEYED:
1
EARLY CLFARM & Q%*J)M 11YLM SUOMFiTAL
ESM 4
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2
PLAN a1.0NOE #1
ESM /14
m
3
PLAN DW*E f2
EM 4
m
DRAWN:
4
MYLAR SLOMMAL
ESM 4
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CHECKED:
AJM
N0.
REVISION
BY DATE
APPR
APPROvEO:
We]
C"11, TYPE 2-48"0
W /SOLID LOCKING LID
N= 161028.54
E= 1302499.72
SEE PROFILE ON
SHEET PN -02
20
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SD CO LOT 20A N
CB#1 C, TYPE 1 i SEE SHEET GR -04
W /SOLID LOCKING LID 11#0
N= 160986.00 SD CO LOT 20
E= 1302587.18 SEE SHEET GR -04
TG= 458.21
IE= 456.50, 8"0 ••"
-
PROPOSED 10' UTILITY EASEMENT
i
LOT 18 I `
SEE SHEET GR -04
1 +
PROJECT \
BOUNDARY \
SCALE.
VERTICAI NAVO 1988
1 0s0/ HORIZONTAL: NAD 1983/1991 C TY 0
RENTON
ONE INCH
DATUM
AT FULL SCALE Planning /Building /Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
VI_3a-
n
SCALE: 1 " = 20'
20 10 0 20 40
CONTOUR INTERVAL = 2'
POND VOLUMES
REQUIRED PROVIDED
DETENTION 65,115 CF 69,694 CF
CH =CKED FOR 06APUANCE TO CITY STANDARDS
MT:
GREENLEAF 1/201,
POND A PLAN, CROSS SECTIONS & DETAILS `�°°"
PAGE:
PN-01
UTILITY PERMIT #14004398 Sly: 20 OF: 39
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