ESU Calculation (2)City of Edmonds
Combined Utility
Storm System Development Charge Calculation
COMMERCIAL
MIXED USE
MULTI -FAMILY
Stormwater General Facility Charge Worksheet
Address: 310 6th Ave N
Job Name:
Civic Field
Land Use: Park
Permit #
BLD2019-1590
Calcd by: J.Lambert
Date:
4/15/2021
140,807 /
46.94
3000 SF =
New
1 ESU
Gross equivalent
impervious
service units
surface area
46.94 -
33.90 =
13.04
Gross ESUs
Existing
Net Change in
ESU's
ESU's
13.04 X
$799.00 =
$10,415.50 Fee Due
Net ESU's
Per ECC
Stormwater
7.50.070
General Facility
Charge
NewTotal Impervious sf: 140,807 Total ESUs: 46.94
Note:
1 ESU = 3000 sf 1 acre = 43560 sf
For SFR projects only: 1 ESU equals up to 5000sf
form date: 15 Apr 03
\\edmsvr-deptfs\ADDRESS_FILES\Numeric\6TH AVE N\310 - CIVIC FIELD\BLD2019-1590\2-DOCUMENTS\ESU Calculation
Grand Total:
15)046
+33,221
+8,876
+14, 364
+30,280
101 5707 SF
33.9 ESU
- - - - - -
Lu
uJ -P P P
ASPH o
M
W - SDI SD SD SD SD SD SD
Lu
G G
TOPOGRAPHIC SURVEY
11
SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.
I
I
SSMH
RIM = 73.46
IE 12" CONC N = 62.46
IE 12" CONC W = 62.26
IE 12" CONC W/ DROP PIPE S = 64.06
SDMH ( I
RIM = 73.24 ( O
IE 112" CONC N = 69.24(BLOCKED OFF)
IE 6" CONC NE = 69.69 I
IE 8" CONC E = 69.39
IE 12" CONC S = 69.34 O
IE 6" PVC SW = 69.64
IE 12" CONC W = 68.99 SS SS
I
I
1
I
ASPH
'N
h - .,
CB 00
RIM = 72.0 7
IE 6" PVC NE = 70.87 I S D D S
I O O o S �p `
c >
OH
DALEY ST
CB (SOLID LID) II y
RIM = 74.49
IE 12" CONC N = 71.29
IE 12" CONC E = 72.39
IE 6" PVC E = 71.34
IE 12" CONC S = 71.34
ASPH
-p OH OH OH -OH - - - -
OH pH OH OH OH
OH OH
CB
RIM = 74.59
IE 6" CONC NW = 72.74
IE 8" PVC E = 72.84
I
II .o
I
I
I
� HUGH OH4
SPH
30' 30' -
----------------------------------
0
M
_ I I DALEY
O
- RIM = 72.83
IE6"PVC NW= 71.43
IE 4" PVC E = 71.68 0
OH OH OH H-
J I
q I YARD DRAIN
~ RIM = 75.83
I IE 3" PVC W = 75.13 YARD DRAIN
RIM = 75.87
I IE3 PUCE= 75.15
IE3"PVC W= 75.17
I
IE3"PVC S= 75.17
CO
YARD DRAIN
DRAIN
^� rn
3
U
I RIM = 75.85
RIMRD
7.35
ASPH
IE 3" PVC W = 75.15
Ln
YARD DRAIN
p
I YARD DRAIN
RIM = 75.79
�
I RIM = 75.89
IE 3" PVC W = 75.09
L1i
BORING HOLE B- 7 IE 3" P VC E = 75.19
IE 3" PVC E = 75.14
L1j
=
IE 3" PVC W = 75.19
=
YARD DRAIN
- --
W
I CB (TYPE Il)
RIM = 75.79-
Lu
I
RIM = 77.31
!E3"PVC W=
75.13
3
I IE6"CMP N - 75.66
IE3" CE=
75.31'- �
w
=
go
IE 15" CMP E = 72.66
U)
lE 12" CMP W/ STAND PIPE S = 72.79
_
- -
3
I SSMH IE TOP 6" STAND PIPE = 75.63
U)
U
=I
RIM = 74.81
ASPH
ASPH
IE 12" CONC N = 66.81 1 ASPH
U) ASPH
°p
U
p
IE 8" CONC E = 68.56 1 00
77
-- 77- 78
D SD SD SD SD SD
S� S SS S ASPH SS SS S SSASPH SS SS SS SS SS SS
S D h D �- SD SD SD SD S 1s ASPH AQ
SS SS SS SS SS S
H
S
P
U
O
U
II 1
U
O C
hU) ��y ASPH 1 Li
U
~Iu
0
W
I I ASPH
O
N W
- - - - - - - - t - - - 1 " PVC RISER (N) -
I 4CONC...
P P 9 sm i' I tom
P p P\�
8" cr 0
.i
•
I
E
•
•
B
SD SD SD SD SD SD
SD SD w w w
w - w w
Q w-}-w
1k
ASPH
cn
ISPRAGUE
I
STOP SIGN
0T-
�
RIM =
SDMH \ AVE/SPRAGUE S
73.45
ASPH p
s
IE 12" CONC N =
66.65
IE 12" CONC SE =
1E 12" CMP W =
66.60 TC TC TC TC
66.55 H STONE BENC
TC TC-� T C7
�T 1
I
Y C
G I _
IG G
..
SEE SHEET 3
3" PVC RISER(S)
CB'
2" PVC RISER (S)
RIM =
77.42
YARD DRAIN IE
12" PVC W =
75.12
RIM = 76.02
IE 6" PVC W =
72.62
FUL�p F DEBRIS IE
S' SD
12" CMP N =
72.67
f- SD
�CB
SD
$D-
RIM = 76.17
IE6"PVCN= 73.3
IE8"PVCE= 73.1
IE6"PVC S= 73.2
NET NET
I
15,4�1R
NFT
YARD DRAIN
E 4" HDPE N = 75.14
YARD DRAIN-
�RIM
- 76.25
IE 4' HDPE N = 75.60
18" CONCRETE LID
77 NOT OPEN
/
6" PVC RISER (N) I cSLi
o
UNKNOWN CONTROL BOX
rw ASPH 5" UNDERGROUND
U
w ASPH
.z
z 19
;z I ASPH
U I
`il o I
0
CID
GRASS
+77.58
--CB
RfM = 76.66
IE 8" PVC W = 73.66
IE4"PVC S= 74.76
IE 8" PVC S = 73.76
CB
RIM = 77.00
IE8"PVC N= 74.10
IE4"PVC N= 75.10
IE 8" PVC SE = 74.90 GRASS
IE4"PVC S= 75.10
SD `8" PVC S = 74.15
Sp _ Sp 77.97+
+77.28 ` SD ----
Sp - I
7.98
GRASS
Sp
Sp �
CB
p
GRASS RIM = 77.24
IE 8" PVC N =
74.54
IE 4" PVC N =
75.34
IE 8" CONC SE
= 75.14 GRASS
IE6"PVC S=
75.09
IE 6" PVC S =
75.09
+78.10
I \ S'p
NO `SO
1 �
S GF
a
�4-
GRASS
c
O 18 S� \
78.92
I \ +
+ 78.35 S�
SFF SHFFT
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SCALE: 1 " = 20�
JOB: 81700035
DATE: 9/28/17
SHEET 2 OF 6 �
TOPOGRAPHIC SURVEY
�N
SEE SHEET 2 SECT ON 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.
1 " PVC RISER (N) I RIM = 76.25
IE 4" HOPE N = 75.60
?�'
P P SS 0� 1 = 18" CONCRETE LID
77 NOT OPEN
ASPH o
M-- P p p O
W-
8" w I U s, 6" PVC RISER (N)
TSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD -w-w- - w W+w w w f- o
,,le U, UNKNOWN CONTROL BOX 19
O ASPH 5" UNDERGROUND
ISPRAGUE - ASPH
FU- f' W ASPH
STOP SIGN cq
0 SDMH H AVE/SPRAGUE S ASPH p 2
RIM = 73.45 00
o IE 12" CONC N = 66.65 \ _ ; 2
IE 12" CONC SE = 66.60 -T TC TC TC TC +'■�C9 I = ASPH
G G G IE 12" CMP W = 66.55 o STONE BENCHO U o
G G C' U I
-------- G
CON •-�'..
•..., •' Y •,..•. i, '.i,
--6' PVC RISER (W) -T - - - - - - N 88.45'09" w
\ I I I FLAG BOLE 16 , cn C8
3 HR PARKING i LSCA ESCAPE �y, w w o RI 6" DI .44 74.29
U
y\ � IE
TPN 00434I202400100 I I I ASPH w � � ❑
W •y : BRICK 0
W
y\O \ I I I CONCRETE STATUE! "' ESCAPE :)a. ASPH
:.:
(nARTWORK W WiPH y I O I GLASS FRAMED W ---�-
\ I o I w •A . d
1I' O I I M w ' I
w y\ 3 HR PART ING I i i MEMORIAL PLAQUE \ cn w
U)
� 8��� ti\ � � I �ry
/ N x
CBI (TYPE 11) I \ � OASPH � � � ' J ASPH
cn 69 Ly Q I 00
I RIM I= 75.62
ASPH
fE
BORING HOLE #6
,5, I o I IE 12" PVC NWI = 68.72 /-CB
S 1E6"PVC S= 71.62 N
I2-3" GALV RISERS (W) I RIM= 78.10
ASPH 10 Oh, \ I I 1E 12" HDPE SEI = 69.02 I O °'o ; FULL OF GRAVEL
S 0 \ I (
S Oiy \ 2-2" PVC RISERS W I I I \ HA IC P PARKIN_
12' CHAIN LINK FENCE
()
.7 • Sb TRANSFORMER (W) I I I no Uo
ASH
a �111111111777
----- -
' • :.Q• : •� � I I cn
S S Q ASPH O I SSMH I I G� G G (��G
RIM = 73.51
Y... �� `�'S�S IE 8" PVC SE_ 60.7)
S'° IE 8" PVC S - 60.861
N.
=60.611I o \
ry S �� IE 8" PVC W I I U) cp
\ ^ \ i I I CB 30- 30' FINISHED FLOOR = 81.07
S 1 RIM = 177.26
\ Cp�C S,° V S I i IE 8"I PVC NW Q 75.61 F, w
w
5 TH A VE N
EDMONDS ST �� S�Zz /////ZZZ///////f
CB (TYPE 11) - ;r ':� ', �.;«• 7 100.373'
RIM = 73.04 ASPH , .:.•, .[;ONC y• S N 88'43'45" W p OH OH OH OH O OH OHw-
IE 8" PVC SE = 64.04 Gj �', �.: •.: " .'- CB (TYPE 11) cn 0
IE 12" PVC S = 63.54 ' .;E . ::.�R : :�, •.. w - H_
.•' , • ' °+'• RIM = 74.90 cn w w O
IE 12" PVC W = 63.49 / ., .. h m N •::...• • =.J ` ' : •J{':� :4.'.%` ` ; ; :• : •- IE 12" PVC NW = 69. 35 ASPH U �� OH a$
"...V:, •t'• •::'.• .. ti I IE 10" PVC E = 69.55 I- Of / ASPH
. � .!•.•. t � ASPH �
f
SEE SHEET 2
+78.10
J c/) -
v
NO S° In
f I \
W
U)N S'°\ GRASS W
O =
-� - w
GRASS W
19 W
\ 78.92 U)
I \+78.35
+
v GRASS NO SO
O
CB SC
N RIM = 79.45
IIE 6" PVC STAND PIPE NW = 76.20
O IE TOP OF STAND PIPE = 78.20
I IE 24" HDPE E = 76.35
IE 4" HDPE S = 76.45
E BORING HOLII
� SD SD
SD
0
CeAIN UNK FENCE ', : '
ASPH
O
.- •
,••
X,.t A•' LONG n -Y' - .. O'••+•�•
GRASS
.. �'• -. ..•' � :•�! �: Sri- '�."�.
•.•�,,
',�i .f r~,'
W-w-
wj
�' :.'•:+ s'
ASPH
•
..
X
•'� SKATE�PARK DES•`.•'
"
Al UNM•
•,
80 - v GRA VEL I R
..
, I
..
ASPH
-
w�W�
ASPH
GRASS
ASPH
a3 �.
CONC' �._ :- •. IE 12 PVC S = 69.10 I - z �O S�EL
RIM = 73.17 at:: �.•.:. ;.i• ',(Q,.' •. ;:.• .�• '':.J'• cn 00 0 -
1E 8" PVC NW = 70.77 \� / "' ' '' '•"�i
0 1.5' + TRAN FORMERS (N/W/E) O
/ , •...:. :'• ?• • _�•,_j :. •: = .,�,I- ,. " P C RISER (S)
FINISHED FLOOR 7582 4
c i0 OHS CB
RIM = 80.52
ly 9A 4.
:..•, ' CO �� O IE 6" P VC N = 78.42
CB / SD p.. _a. , . „ SSMH , a..
� 0 _.� . ••_ '• •• � A P BATTING PRACTICE O O IE 4" PVC S = 79.42
RIM = 74.14 / O�V ASPH 27 7 , �',�'' '; U ASPH 82 ASPH
IE 6" PVC NE = 71.74 _ RIM - 79.86 cn � � ,. r•� ,
V F 3s �S ,. :,,•,�!, IE 8" CONC NW = 73,56 * ~ '�, BASEBALL FIELD ON LP 82.81
IE 12" PVC SE = 71.49 / �, �O c�9'Oc`' +,"Y:'C IE 10 CONC S = 73.6i !4 ;� 2 �. p P PELT P P P P P P P-
\ L� U P _
►•tom w-
\
SSMH S / \ O CB (TYPE 11)Q/�T� . 4 ;.� I \ /P �� c8 - +82.58 IRR fir,
\ ASPH \ RIM 74.76 cS 4 '' / A P RIM - 82.20
RIM = 74.12 / S o lO 1 P - ^ . ':
p 9+ IE 2' VC N - 68.4 :u -• ' :: ¢i; :: , / IE 4" PVC N - 81.60
IE 8" PVC N = 61.52 \A \�07 IIE 12" PVC E = 68.46 W, l Q
IE 8" PVC E 61.62 / / S "� .� r U• ASPH 3 ,22 Sf
DO NOT ENTER/ S BORING HOLE 8-1\ \ IE 12 PVC S=-68.46 a ..;I.�.`; �;. a NO I PARKING Z W /
/ A IE 12" PVC NW 68.51 SDMH CONC �• . U) o \
POLICE HICLES ONLY _ J v IV---,
Q
\O ASPH RIM = 80.16 ! ASPH w R O
..: w
EC = /
IE 1Z CONC N 77.46 .•„ , � �,
/ `sS ASPH v� � s 1 d•' '' F� \1EIE 81"2"CONC SE = 777..6561 �. :••r'_ ,"• ,:`•.;:•...`;', ., 'ocn ��1t"L`j', I 0I� I UU FI- R
Q
/
82.81
CONC S 7
Total:
+82.773o �+8z 74 Sheet
SS O GRASS
p ASPN ' � RASPH PETANQUE
COURT SIG +82.63
33221
/ STORM VAULT
RIM = 75.37 gyp• \ S \ F U , ,
/ O83
1 LE PIP ' ' NO VISE ES \ �\ \• S� •:,• . �' 3
IIE WATER LEVEL = 68.90 ASP N LnS Q S �'.' .` o ''"' d w w U `
SO \ ASPH 6 .VAULT 63 4
/ STORM VAULT ASPH O O\ S° / SS \ SO \ r ;�. NO PARK G �` : +82.70 IR+82.97
R
/ RIM = 75.42 S S 5 a + +83.1 7
Iff
NO VISIBLE PIPES STORM VAULT D SS >s .,•Sa• •" �Sg• 32+82.78
WATER LEVEL - 68.92 79,
RIM = 75.18 IJ 3) \ 7
NO VISIBLE PIPES ASPH tP SS ASPH o 3 7 w I 83.00
O f r o I
/ IE WATER LEVEL - 68.68 O S 1 ".., U S 3-4" RISERS (N)
SSMH ASP SS f p I 3" RISER (N) f
RIM = 74.86 ASPH C \ r- SS
JE 8" PVC E = 64.36 C U)
/ IE 6" PVC S = 64.51
S O ASP-H I
IE 8" PVC NW = 64.21 ems' I +
STORM VAULT A$ O �' U I �'
RIM = 74.89 " moo\ ►- DO NOT ENTER/ S v� 2
NO VISIBLE PIPES j DEC 10 N POLI E VEHICL S ONL ^ ASPH, o
/ IE WATER LEVEL = 68.89 r D DEC f oo
ASPH 0„ �S I too � I U
6 1
C13 TYPE ll UI
RIM i 74.59 ASPH ASPH c�
/ IE 12" PVC N = 69.99 / SD U) 0,
IE 8" PVC SE = 70.04 CB ASPH C SD _
l0� IE 12" PVC S = 70.19 CB RIM = 75.26 DEC NO A ING F
U e
RIM = 74.59 IE 8" P VC E = 71.31 � cA F'
IE 12" PVC SE = 70.09 IE 12" PVC NW = 71.26 6" `CONC.;"' JI
IE 12" PVC W = 69.99 '• ` ' " 0 C
SSMHcn
RIM = 80.46 N ,' , CB U I
IE 8� PVC W = 74.21 N RIM = 75.0� IE 8" DIIE _ �8.85 o 0.40 cn
IE 8'CONC S = 74.56 I
I H
IE 6 PVC N= 72.05 f FU-
1E6 PVC S= 71.50
IE 6" PVC W = 71.45 CB (SOLID LID)
0 05• 0 20 40 60 RIM = 81.06
_h IE 12" CONC N = 78.06
IE 12" CONC S = 78.16 I I NO PARKING
cn
IE 8" DI W 78.76 I �
SEE SHEET 4
3-2
*CON
24
RISERS (N
8�
��
rl
+83.08
b5
ce
RIM = 80.02
rl
+83.06
IE 8" DI NW =
78.72
'
82.99
LT 83.18+
GOAL POST
GRASS o
CON 8'
OD FENCE
-0+83.19
W
Uj
�
+83.33
_
OR
HOLE B-2
\
U)
+82.75
+82.85 -0
ui
W
+83.28
\
\
SEE SHEET 4
+ 83.34
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SCALE: 1 " = 20'
JOB: 81700035
DATE: 9/28/17
SHEET 3 OF 6
SECTION 24,
SEE SHEET 3
TPN 00434202200100
TOPOGRAPHIC SURVEY
IN
TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.
CB
RIM = 75.06
IE 6" PVC N = 71.96
1E6"PVCS= 72.16
SDMH
RIM = 82.48
IE 12" CONC N = 79.33
IE 8" CONC E = 79.38
IE 12" CONC S = 79.38
Sheet
Total:
I
IE 8" CONC N=
76.45
lE 8" CONC E =
76.55
6753
CB
RIM
= 83.94
+ 54
0
IE 6" DI N
IE 4" HDPE NE
= 82.34
= 82.44
+790
+793
84876
N 88'45'09" W
SDMH �
RIM = 87.82
IE 12" CONC N = 84.22 0
IE 12" CONC E = 84.32
IE 12" CONC S = 84.17
ASPH
BELL
0
P
G
STOP/CROSS TRAFFIC
DOES NOT STOP
-I-
CB-
RIM = 87.62
IE 6" PVC NE = 86.40
3 +82.62
t 130' c \ +82.7fi ,0
0 .
ASPH
a� bH
30'
I I I
SEE SHEET 3
�O
SD \ °S.p
SC
A
+83.16 \ P
GRASS
+ 83.09
SD SD-
LP P P-
5' BOARD FENCE
/ f GCB
RIM = 84.21
IE 12" CMP E = 82.46
IE 6" PVC S = 82.56
IE 2" PVC WITH STANDPIPE N = 82.54
IE TOP OF STANDPIPE = 84.01
STOP/CROSS TRAFFIC - - - -
DOES NOT STOP
CB
b RIM = 87.34
CO IE 6" PVC W = 86.24
SD SD SD SD
-.BELL_
RI �
RIM = 87.35
IE 6" PVC N = 85.95
IE 2" PVC SE = 86.40
" PVC RISER (N)
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SCALE: 1" = 20'
JOB: 81700035
DATE: 9/28/17
SHEET 4 OF 6
YARD DRAIN
RIM = 77.22
w `-----�
ui T
W
w`
U '
ASPH
- SD SD
SS SS SS
ASPH
CB
RIM
fE6"CUP N
IE 12" CUP E
IE 15" CUP W
M Cd
RIM = 79.56
w IE 8" CONIC NW = 76.91
LLJ
1: :: :7
U)
LLI - SD SD SD I I
-w ,., ..
�....��, CHAIN LINK
1089.98 sf
.•CONC :4•:! it • .
TOPOGRAPHIC SURVEY
IN
SECT ON 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.
I II c
1 rJJ I
YARD DRAIN I I
RIM = 78.71 I
IE3"PVCS= 78.01 I I /01
YARD DRAIN I I
RIM = 78.69 I � I /O`I`
IE 3" PVC S = 77.99 CB/1
/ CB RIM = 88.32 p I O�
6' CHAIN LINK FENCE I RIM = 82.67 IE 24" CMP N = 83.12 I w I
IE 6" PVC N = 80.02 DRAIN IE 6" PVC W = 83.32 I cn I /O�
/ w IE 12" HDPE W = 79.87 RIM RD 85.22 I 30' 30'
IE 6" PVC W = 82.32 p I co O ON�
.. \
:,. ;•... j': "' •> I IE 6" PVC E = 82.32 I co I I
- oc� . {->b - • ` .�r , .' .C: .....:..; . ASPH i II . I I o �
O�
ASPH-79 C0 ASPH \
cf) ,-CONCRETE E RETAINING WALL
t0
v
SSMH
RIM = 88.56
-IE 8" CONIC W = 79.06
`^u IE 8" CONIC N = 80.26
vv.-
IE 24" HDPE W = 76.60
TPN 00434210000000
i
oz
CITY OF EDMONDS
SAND
fjO
z
I
ASPH
+84.62
D
AV
GRASS
Q
8
+81.55
+82.31
+54. 65
I
I
w
cep
' .
(n
��
U
Z
+82.84
SAND
DrF
IF
+82.12
3
BASEBALL FIELD
g
cn
+ Q
GRASS
!�;
+83.66 +84.42
IUU
+84.74
SEE SHEET 6
SEE SHEET 6
BOULDER RETAINING WALL
RETAINING WALL
SSMH
RIM = 87.56
IE 8" CONIC N = 79.06
IE 8" CONIC S = 79.11
IE 6" CONIC E = 80.01
CB
RIM = 87.10
Q IE 12" CONIC S = 83.82
SPRAG UE
CB
RIM = 86.65
IE 12" CONIC N = F
IE 12" CONIC S = 6
SPRAGUE ST/ 7TH AVE
Sheet Total:
3090
+11274
14)364
w
Q
U �
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0
0
a
m
n
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cam, •`= a C 3
lD V1 J M
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LLJ
LL
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LL-
0
u�
0
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G
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0
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0
rWn
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SCALE: 1 " = 20'
JOB: 81700035
DATE: 9/28/17
SHEET 5 OF 6 J
82
M GRASS
W
Lij
U)
w
ui
U)
TOPOGRAPHIC SURVEY
IN
SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.
SEE SHEET 5
-W w w w w
w w W w-
599.862' N 88'43'45" W ,55
N 88'43'45" W
599.86 1'
C8 W
GRASS RIM = 83.38
+83.56 SAND IE 6" PVC N = 82.55 i
IE 6" PVC W = 82.18 U
W w W B�
� W~ 4,1•9T sf
Wow- IRR
+�
I ❑
vv-
- P LP�rr 83• P LP D� SD 8 UO LDERD RR
P P -� p p P P P P -f pP LP LANDSCAPE
W W W W W W w' W W P� P P P+ 83. 42 P P P P P LT +83. 43 Sp - Sfl BORDER
�4RR W W W W W W-IH +83.71 +83.77 SD END OF LOCA
+82.75 +83.31 CB 83 �� ARROW TOWARDS STREET = ASPH
RIM = 82.94
1E 6" PVC E = 81.44 +83.43 YARD DRAIN RIM 84.48
83.00 IE 6" PVC N = 81.39 RIM = 83.12 IE 6" DI = 3.6
GRASS GRASS ULL OF DEBRIS
GRASS +83.29 k
w
N
BOULDER
TPN 00434210000000 +83.88 +83.77 LANDSCAPEBORDER
+83.27 CITY OF EDMONDS
+83.56 +83.90 +83.90
+83.58 ASPH
+83.34 83.02+
84
GRASS
+83.58
FOOTBALL FIELD
+83.78
GRASS
EDMONDS
+83.69
+83.51
+84.04
+84.12
+83.84
S 88'43'36" E
599.842'
+83.80
GRASS +84.36
+84.72
535.892'
N 88'43'36" W
BORING HOLE #3
Ar
0
co
+84.08
0
M
+84.07
+84.41
+84.23
+84.16
+84.34
GRASS
+84.62
+84.50
+84.28
+84.19
+84.68
GOAL POST
+84.63
+84.46
GRASS
84
- SD - SD SD SD S SD SD SD SD GRASS
+83.55 SD SD SD SD SD SD SD
+s3.s2
P LT _ Lp P P P P❑ P P P P P P Lp P P P P P P P -gyp P P
❑ ALP
❑ ❑
SEE SHEET 5
�Su r 30'
,0 , lI j�
I ASPH
16 i
I
I
/
I
CB (SOLID LID)
1
RIM = 84.67
O
c
IE 12' CONC N = 81.62
3
IE 12" CONC S = 81.67
E
I I
Q-
IE 8" PVC E = 82.02
U
D
I
II
I
SDMH
U
RIM = 84.60
�NO
IE WATER LEVEL = 82.10
-
PIPES VISIBLE
cn
SD SD
I
_
CB
RIM = 83.83
�E
ASPH c0
-�
IE 6" DI NE = 82.98
0
0l
I
I
J'
I
-
w
I
0
cm
=
+84.3
+83.34
rn
0
0
a�
❑
z
ASPH
+84.63
E
Cc
10"
I
J?
CONCRETE BLOCK
RETAINING WALL
CB
RIM = 84.41
+83.86
1E WATER LEVEL = 82.11
X
I
=
NO PIPES VISIBLE
`L°'
o
EC
_ I
�
�
SSMH
GRASS
�� M
RIM = 85.81
26,714.06
Z�
IE 8" CONC N = 79.96
IE 8" CONC S = 80.01
:•; ,
C�
co
IE 12" Cl E = 80.21
ASPH GB (SOLID LID) EDMONDS
+85.26
+84.68
x
SS
S
S
RIM = 84.83
���IE
X
WATER LEVEL = 82.03
9�60
EC
ASPH
_
NO PIPES VISIBLE
U
CB
+85.22
o
Ic
w W
1
RIM = 84.53
`''
3j
w I
IE 8" CONC E = 81.83
TRANSFORMER (N)
S
I
IE 12" CONC S = 81.63
H
OH OH O
OH OH
GRASS
:!
84.9
x
cI� I
EDMONDS ST
CB
x
3
+84.80
RIM =
83.65
IE 10" CONC E =
81.75
ci"i
o
18
IE 4" PVC S =
82.05
L?
= 3
I
MAILBOXES
IE 10" CONC W = 81.70
84 Z
J 30'
+ 83.74 ?
SD SD SD SD
SD SD SD SD II S -
+83.94 84 zo I
1' TALL PLASTIC ❑ l U 3
LANDSCAPE BORDER
TPN 00434209900100 (n YARD DRAIN 0 U
YARD DRAIN WOOD CHIPS
CITY OF EDMONDS RIM = 83.34
RIM = 83.39
IIE 4" PVC N = 82.34 IE 4" PVC N = 82.39
BENCH �
GRAS = -`----
84 - ASPH
WOOD CHIPS 4p co ,
x
CB RIM H 85.97 GRAND STANDS CB GRASS
RIM = 85.37 RIM = 85.89 GRASS
� !E 8" CONC E = 81.47 2" PIPE/PLAY BAR
IE 5" CONC S = 83.62 IE 8" CONC W = 81.43 CB IE 8" CONC N = 84.69 8,S 1' TALL PLASTIC J
RIM = 86.47
IE 8" CONC E = 84.69 LANDSCAPE BORDER
IE 6" CONC W = 83.62 $' CHAIN LINK FENCE CNIC
IE 8" D! S = 85.29 X-X-X---X TABLE
IE 8 DI E = 85.07 CHIPS
IE 8" DE S = 85.17 %�-X X-X-X- - 8' CHAIN LINK FEN
w IE 8" DI W = 84.69 � X-X � X- X-X-X-X-X- -X-X
n- Lz� -87
(----------- _---f-B8�3-'34"�A+------
------- -------- - 599.829�------------ 8g
- Sp Sp SD 1.1 -----------------------SID ------------
w SS SS SS SS SS SS SS ASPH ASPH ? r- G G G - --
SD Sb
co
A SPH
P
ASPH �\
1
H-
p pp-
=TC-
w ASPH S SS SS SS SS SS SS SS S 8 �5 SS SS SS SS SSC'� ASPH -- -----
cf)-TC 1`� TC T TE--=- �; T � T� G TC �C T& �C T TC TC TC�-TE-- TC====T�---- TC_ T G T� ASPH
�. 6' BO D FENNCE X ^�- 8� - - - i T - - - _ _ ------
6' g3
--�H _ _
BOARD FENCE - _
ASPH X CB X I - C TC
RIM = 87.89 O X X X-X XXX-
CONCRETE BLOCK
_ IE 8" DI N = 85.54 ASPH 5' BOARD FENCE RETAINING WALL v 94
4' BOARD FENCE IE 8" DI E = 85.64 C0 + ROCK RETAINING WALL 1 o Q
30'
o
I
CB (TYPE II)
Q
I RIM = 86.98
IE 12" CONC N = 81.48
IE 6" PVC S = 82.08
NO OTHER PIPES VISIBLE
CB
RIM = 86.58
1E 6" DI N = 85.73
U
o
U
BORING HOLE B-4
SSMH
RIM = 89.68
IE 8" CONC N = 81.38
I IE 8" CONC S = 81.48
I
IE 8" DI S = 85.69
TRANSFORMER to/ PVC R SER (S)1
-1
�� ASPH
63 \ I
CONCRETE TA
IE 3" PVC S = 86.39 CB
CONCRE
6' CHAIN LINK FENCE
ETAlNING WALL
23"GALV RISER (S)
9'S ►�,
RIM = 87CB`
RIM =
CB
87.67
C8
I
!ES"DI W= 85.91
tom,
p
lE 6" PVC E =
85.57
RIM = 87.50
I
Z
U I
IE6"PVC S=
86.32
IE6"PVC W= 85.95
C6
IE 8" DI N =
85.47
�- 30' 30'
I
Sheet Total:
26)714
-757
+4139
+184
30)280
W
Q
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0
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SCALE: 1 " = 20'
JOB: 81700035
DATE: 9/28/17
,SHEET 6 OF 6