ESU CalculationCity 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 / 3000 SF = 46.94
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:
151046
+33,221
+8,876
+14,364
+30,280
101 707 SF
33.9 ESU
LLI
I1J-P P P
ASPH o
M
W- SD SD -SD -SD -SD
//W/�
VJ
M
G G
TOPOGRAPHIC SURVEY
IN
SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.
I
I
SSMH I
RIM = 73.46
IE 12" CONC N = 62.46
IE 12" CONC W = 62.26 I I
IE 12" CONC W/ DROP PIPE S = 64.06 1
SDMH I I c0 ASPH I
RIM = 73.24
IE 112 CONC N = 69.24(BLOCKED OFF)
IE 6" CONC NE = 69.69 C-I
IE 8" CONC E = 69.39 I W
IE 12" CONC S - 69 34
0
M
IE 6" PVC SW = 69.64 O .�
IE 12" CONC W = 68.99 I SS SS I I DALEY
U� I
^�1r 1 O
ca
RIM = 72.07
IE 6" PVC NE = 70.87 I SD� D D G� ;
1 O O p Si \ �D
�a
I•I
__.. cn
DALEY STD
I>v°,
I
I
Oy
Oy
\ 9J`
Oy
Oy
CB (SOLID LID)
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
ASPIA
-OP OH- OH OH OH ---- I
OH OH-
OH- OH- OH- OH OH-
TI
CB
RIM = 74.59
IE 6" CONC NW = 72.74
IE8"PVC E= 72.84
I C
I-
I I
I �I
30'
U U C/)
--------------- -- -- -- 1"PVC RISER (N)
CONC
S.
(�
P P G SS W- P
8"
) W w SD W
-SD-SD-SD-SD-SD-SD-SD-SD-SD
w-
ccw�--w-}-
ASPH
/SPRAG UE
.
N STOP SIGN
I-
RIM =
SDMH
3.45
\ AVE AGUE S
ASPH
- p
!E 12" CONC N =
6 6.65
►E 12" CONC SE =
66.60
TC TC TC TC
TC
T O
IE 12" CMP W =
66.55
o STONE BENCH
T T
M
G
IG G G
SEE SHEET 3
30'
p
U)
I ^�
ASPH
p
co
RIM = 72.83
IE6"PVC NW = 71.43 I
. IE 4" PVC E = 71.68 M
S -
o P OH OH OH H-
�I
h
I � I
4
I �
F-
p I
U) U I
IASPH
a0 r� rZ .
YARD DRAIN
RIM = 75.83
IE 3" PVC W = 75.13
YARD DRAIN
IE 3" PVC E = 75.15
RIM = 75.87
IE3"PVC W= 75.17
IE 3" PVC S = 75.17
D
YARD DRAIN
YARD DRAIN
RIM 75.8
RIM = 77.35
IE 3" PVC W = 75.15
Ln
YARD DRAIN
YARD DRAIN
RIM = 75.79
RIM = 75.89
IE 3" PVC W = 75.09
w
BORING HOLE B-7 IE 3" PVC E = 75.19
IE 3" PVC E = 75.14
L1.1
IE 3" PVC W = 75.19
=
YARD DRAIN
CB (TYPE II)
RIM = 75.79
RIM = 77.31
IE 3" PVC W =
75.13
-
L11
IE6"CMP N= 75.66
IE 3" CE=
75.3,-
l
LLI
IE 15" CMP E = 72.66
U)
IE 12" CMP W/ STAND PIPE S = 72.79
-
_
-
SSMH IE TOP 6" STAND PIPE = 75.63
RIM = 74.81 , - - -
--�
\_---
- - - z
I ASPH
IE 12" CONC N = 66.81 ; ASPH p
cn ASPH '
IE 8" CONC E = 68.56 co
77
I
,
- - CO I ,
O------- n-----�c'�-------78 --- ---
I _ _ - SD-
--Sp D -�-
SD SD SD SD SD
5F S SS SS SS SS 1 SSASPH SS SS SS
S D D �6 SD ASPH SD SD ,� SD S = SS A$ SS SS ASPH SS SS SS -SS SS-9
I01 U)
I I
ASPH O p
I U
3" PVC RISER(S) \
2" PVC RISER (S)
YARD DRAIN
RIM = 76.02
SD SD FULL 'DoF DEBRIS
CB
RIM = 76.17
IE 6" PVC N = 73.3
IE8"PVC E= 73.1
IE 6" PVC S = 73.2
i
I
I
I
I
YARD RAIN
IM = 76.19
E 4" HDPE N = 75.
4
Inyy r �Ru ur<riiry
RIM = 76.25
h3 IE 4" HDPE N = 75.60
J U . 77
U r 6" PVC RISER (N)
I
W ASPH
U
F-
3
' W
U
V
;.�
I Y
U
�
c
I
_
JIC,
0
M
CONCRETE LID
LD NOT OPEN
RIM = 77.42
IE 12" PVC W = 75.12
PVC 72.62 IE6"
E 12" CMP N = 72.67
UNKNOWN CONTROL BOX
5" UNDERGROUND
ASPH
I 19
ASPH
o I
C
GRASS
+ 77.58
�__CB
RIM = 76.66
IE 8" PVC W = 73.66
IE4"PVC S= 74.76
IE8"PVC S= 73.76
ZCB
RIM 77.00
IE8"PVC N= 74.10
IE4"PVC N= 75.10
IE 8" PVC SE = 74.90 GRASS
IE4"PVCS= 75.10
SD IE 8" PVC S = 74.15
SD \ so 77.97+
+77.28 \ SD \
p
U)
ca
Li RIM = 77.24
IE 8" PVC N = 74.54
IE 4" PVC N = 75.34
IE 8" CONC SE = 75.14
IE 6" PVC 75.09
IE6"PVC S= 75.09
fn
+78.10
.98
GRASS
co \ so
0
so
I
\ S' GRASS
p N �\
-� - -
' GRASS
I
v
78.92
I
I
' + 78.35 S�
I
SEE SHEET 3
GRASS
rY
U �
U �
W Q
� ao
Q Z
LL_ < O
LLJ
(n g
W
~ m
U F-
ao
~ <
L L_
0 F-O
i w~
W U Q
>
Lq
mOf w0
_ ate
w-
-ryo
40,t�
ui
Ln
O
>
w
D
W�
in
m<
a<J O
=Q Z
UZui
LOQ
w V) U
w
� Oof
w rv, w
�dU
a
0
J
v
0
6 M E
N 0
c 0`00 v
� � N w
oo� NY
a N 3
l0 cN _j M
W
W
LL
0
0
U
z
Q
U
:D
z
Z
0LLJ
a-
N
w
LIJ
Q
0
0
0
N
0
W
SCALE: 1 " = 20�
JOB: 81700035
DATE: 9/28/17
ASH EET 2 OF 6
TOPOGRAPHIC SURVEY
IN
SEE SHEET 2 SECTION 24, TOWNSHIP 27
- - - - - - - - - - - - - - - - - - - - - - - - - - - 1 " PVC RISER (N)
-�W P P P S
J •
ASPH P P GRASS
M 8„ CI
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD cn W W W w --W
NORTH,
O ASPco
ISPRAGUE - ASPH
f STOP SIGN
I U I
O RIM = 73.45 AVE/SPRAGUE S ASPH
-- -� ao U
o IE 12 CONC N = 66.65
IE 12" CONC SE = 66.60 TC TC OTC TC I C TC_ cs ~ I =
G G G IE 12" CMP W= 66.55 o T I I U C
co STONE BENCH - T �
G - `"
---- ---- G G G G G. O UI
7 - - N - , CON
"-f----- ----- --- N 88'45'09"W=e
�6 PVC RISER (W) I � 120.000 �- �� - I '
I I I FLAG BOLE I 16"O MAP
CB
3 HR PARKING I i I I LP I LSCAPE JZ I RIM 75.44
IE 6 DI N 74.29
Q' =
F- ti TPN 0043 I O2400100 I I '' w 4-W4- W
W\ N,I I I ASPH ZO ' p
w ti I 1 BRicK co CONCRETE STATUE! O tSCAPE ASPH
C/)>PH y � oGLASS FRAMED JARTWORK W-I-w
w
w
W rd1 y\ 3 HR PARKING i i I MEMORIAL PLAQUE co
w O I I I w
�N
I I U'OASPH CB (TYPE 11) I \ ASPH
�j yL 2 I oo I RIM 1= 75.62 1
RANGE 3
•
RIM = 76.25
IE 4" HDPE N = 75.60
7-7-
PVC RISER (N)
o
co
EAST, V.M.
8" CONCRETE LID
:IVIED NOT OPEN
UNKNOWN CONTROL BOX
5" UNDERGROUND
ASPH
ASPH
ASPH
ASPH
CIO
0
co
cn
CB r -1. � i/
w
l
� \ o °' 1 IE 12" PVC NW1= 68.72 CB -
• S � � IE 6" PVC S = 71.62 - N � RIM 78.10
O I ASPH IE 12" HDPE SEI = 69.02 I O of
,�
I i FULL OF GRAVEL
I I _
2-3" GALV RISERS (W) I 1 X
12' CHAIN LINK FENCE
2-2" PVC RISERS (W) I HA IC P PARKIN
TRANSFORMER (W)
ASPH SSMH I G
G
RIM = 73.51
IE8"PVC SE= 60.711
I
S'Q � IE 8 _ PVC S - 60.861
IE 8" PVC W60.61RIM77.2630' 30' FINISHED FLOOR = 81.07
I•
..
IE 8 I PVC NW =I 75.61 i
w
5TH AVE •$' ::• N 22510
� I I I U) upi �e w ---�I -_
EDMONDS ST �� S '. 0'
},. 3j
CB (TYPE II) - ;: ' 100.373 I OH OH OH OH
RIM = 73.04 ASPH �; .Y CONC; :: : ° ti �•° SO N 88'43'45" W p
IE 8" PVC SE = 64.04 Gj CB (TIFF II) tq pvv
IE 12" PVC S = 63.54 �' 3 + A• ' . `; >j RIM = 74.90 to W w OK`
" :,:..':•:,•.: '. s..'' •:.: -1,
ASPH ON
IE 12 PVC W = 63.49 / N :. ;: 'yrO :•:. * .:. • IE 12" PVC NW = 69.35 10 I ASPH U �� OH\
/ �, a '• ' ` �' IE 10" PVC E = 69.55 v�
yam. A.
0�� •l•_ •.. O
CB 'S / T CONC 'Q ..`'' `•r:.�.,.;:`:'•' I IE 12" PVC S = 69.10 U
RIM - 73.17 1 \ J° '•' . o,J ..p`: p r.Z
/ I TRAN FORMERS N E
IE 8 PVC NW 70.77 j ;• •-; " I (NIWI )
` - t .. �: ; .: • : :., CON
.•...• :, ,.: ;. 4" P C RISER (S)
FINISHED FLOOR = 75.82
/ !y 7 '
CB SD '� t ;� ;. ° ' SSMH p
�•;
RIM = 74.14 �'` ASPH �� 02 ; ".j�::y ` ..i: �.';/,. •pa: (n 0 I' ASPH P
/ p .' : " RIM = 79.86 �_ r .•.y' U) 3 I :� 82 AS)
IE 6 PVC NE = 71.74 V �F .3S �s '' , IE 8 CONC NW = 73.56 ,
IE 12" PVC SE = 71.491 �O Q Lqo -`.. • r GONG L� IE 10 " CONC S = 73.61 i �4•' °4 ?_ ' �' �� I r ' y
V#
S CB (T'PE II)
SSMH RIM = 74.76
RIM=74.12 / S �,,,ASPH O ;
••
IE 12" PVC N = 68.4 :. • - a+ :
`.
IE 8 PVC N = 61.52 O� IE 12" PVC E = 68.46 :�1,'a . -•� :.',' :,:' : ; •'; '"''
IE 8" PVC E = 61.62 / / S ' ....:. •.; •; ' a. ;, /ASPH
A �L ' IIE 12" PVC S = 68.46 ' " 4 ' ' ., .. A. •' NO PARKING v` i
DO NOT ENTER S BORING HOLE B-1� \ _ p I 2
.-.:.: w
/ A IE 12 PVC NW = 68.51 SDMH .• CONC;:.
_ O '
/ POLICE HICLES ONLY �NO ASPH RIM = 80.16 :' ':.•` , ASPH R w\ A
" :.,...:la: W yy �L
EC IE 12 CONC N = 77.46 +' • "`,`.': j
SS ASPH
IE 8" CONC SE = 77.66 M1°rl.•.• a •' I R
// 30• c7► �'G - � ' SSS \ {�,. •h:,--::� � J .•.•'��'i: ''.<... 'r : •, ';i/y, ..,,•:,�. '
/
w
CONC S 77.511IE 12nN HASPH RR
.4 U
w
3� �Q- PETANQUE
~ ' COURT SIG
/ STORM VAULT I !r
CONC' • • p
/ RIM = 75.37 30. QS'Q%+� ...� ,-�•: G ,.y, a Q I U fir
NO VISIBLE PIPES S �\ - UNKNOWN ~ 3
IE WATER LEVEL = 68 90 / \ ASPH Cn S� : '-' '� : W W U ,
ASPH
SEE SHEET 2NO S�
\ S' GRASS W
cn O W
I
GRASS W
� a \ SO jab
I\ +78.35 SO
C/) N
0 GRASS O
I \ SO_
n.
07
NO
b o O
I \
I BORING HOLE
v
ASPH ' �
v
GRASS
CID
GRAVEL �
v
I I
80 - ko GRAVEL IRg
ASPH
v�W v ASPH
1 �
O
BATTING PRACTICE � O
PERMITTED ONLY ON
BASEBALL FIELD P F
/Q6P=
�P
3 ,22 9 sf
/� Q
Q/ 82.81
+82.74 / GRASSPIPES
ol
1
VAULT � I- / a �\
/ ASPH \ `sS \ • • ' � .W ..: U ;:, q� � � +82.70 11�
• STORM VAULT / •
RIM = 75.42 S SO O� ; � • s ::'-•.••.y. S p NO PARK IRR
/ WATERO V�SS
BLE 68.92 STORM VAULT
IIE D � ��► W , .Q -.; '�' a- � I ti S�3 )32 a
RIM 75.18�1 _; 7
NO VISIBLE PIPES IASPH(p / _ N SS ASPH �-:•: •,.:.83.00
/ O IE WATER LEVEL - 68.68 -4" RISERS (N)
SSMH
ASP 3" RISER (N)
• RIM 74.86 j ASPH SS N � 3-2" RISERS
/ IE 8" PVC E - 64.36 / ASPH S 24CO" I
IE6"PVC S= 64.51
- IE 8" PVC NW` - 64.21 �_ I �
STORM VAULT AS I I I CB
RIM = 74.89 / �� �\ H DO NOT ENTER/v� 2. RIM = 80.02 d
NO VISIBLE PIPES DEC 10,�~� POLI E VEHICL S ONL ^ ASPH, O I
/ IE WATER LEVEL = 68.89 D DECL-•r � ..Q.,
!E 8" DI NW = 78.72
II
I I
I
6" � U 83.18+ GOAL POST
CB (T1PE it/ ASPH U 82.99
/ RIM = 74.59 ~ ASPH
IE 12" PVC N = 69.99 SD SD; - U I 24N
IE 8 PVC SE = 70.04 CB ASPH 8 OD FENCE
- NO PA ING U I \CD
!O IE 12" PVC S = 70.19 CB RIM = 75.26 DEC :••.. • �Q
RIM = 74.59 IE 8 PVC E = 71.31 - • --�•
IE 12" PVC SE = 70.09 IE 12" PVC NW = 71.26 DD6" Ci�NC�_ ':'• :� I \
IE 12" PVC W = 69.99 SSMH LU
' J �C A
" RIM = 80.46 N CB v I OR HOLE B
N -2 \
IE 8 PVC W = 74.21 CB RIM = 8040 o +82.75 +82.85 -0
IE 8-CONC S = 74.56 RIM = 75.05 IE 8" DI E = 78:85 I
co� I 1E 6" PVC N = 72.05 S�H W \
,M IE 6 PVC = 71.50 2 ,0
IE 6" PVC W = 71.45 CB (SOLID LID) \ \
0 20 40 60 RIM = 81.06 I
^� IE 12 CONC N = 78.06 I
= IE 12" CONC S = 78.16 I I NO 'PARKING = '
IE 8" DI W = 78.76"..° J. \
SEE SHEET 4
�Un t
RIM = 79.45
IE 6" PVC STAND PIPE NW = 76.20
IE TOP OF STAND PIPE = 78.20
IE 24" HDPE E = 76.35
IE 4" HDPE S = 76.45
SD SD �S•B� SD_w]
FENCE°
ASPH a = c(�(vC -' ' • • r � :� - , ::.';' ,- ''• - -. � ::
• e
e • •' JSKATEf PARK RULES J, • •.
' ` •' � �•� � � • CHAIN LINK FENCE
W W
GRASS W`w_----------------
_-
ASPH
RIM = 80.52
IE 6" PVC N = 78.42
IE4"PVCS= 79.42
r F' P P P p__
IR0R-
*-V W
CB +82.58 ct!l
RIM = 82.20
IE 4" PVC N = 81.60 Sheint
Tota
33)22
+83.17
+83.06
GRASS
+83.19
. W
+83.33_
i/)
W
W
+83.28 I �
SEE SHEET 4
+83.34
' +2r
y 0
RIM = 76.25
IE 4" HDPE N = 75.60
7-7-
PVC RISER (N)
o
co
EAST, V.M.
8" CONCRETE LID
:IVIED NOT OPEN
UNKNOWN CONTROL BOX
5" UNDERGROUND
ASPH
ASPH
ASPH
ASPH
CIO
0
co
cn
CB r -1. � i/
w
l
� \ o °' 1 IE 12" PVC NW1= 68.72 CB -
• S � � IE 6" PVC S = 71.62 - N � RIM 78.10
O I ASPH IE 12" HDPE SEI = 69.02 I O of
,�
I i FULL OF GRAVEL
I I _
2-3" GALV RISERS (W) I 1 X
12' CHAIN LINK FENCE
2-2" PVC RISERS (W) I HA IC P PARKIN
TRANSFORMER (W)
ASPH SSMH I G
G
RIM = 73.51
IE8"PVC SE= 60.711
I
S'Q � IE 8 _ PVC S - 60.861
IE 8" PVC W60.61RIM77.2630' 30' FINISHED FLOOR = 81.07
I•
..
IE 8 I PVC NW =I 75.61 i
w
5TH AVE •$' ::• N 22510
� I I I U) upi �e w ---�I -_
EDMONDS ST �� S '. 0'
},. 3j
CB (TYPE II) - ;: ' 100.373 I OH OH OH OH
RIM = 73.04 ASPH �; .Y CONC; :: : ° ti �•° SO N 88'43'45" W p
IE 8" PVC SE = 64.04 Gj CB (TIFF II) tq pvv
IE 12" PVC S = 63.54 �' 3 + A• ' . `; >j RIM = 74.90 to W w OK`
" :,:..':•:,•.: '. s..'' •:.: -1,
ASPH ON
IE 12 PVC W = 63.49 / N :. ;: 'yrO :•:. * .:. • IE 12" PVC NW = 69.35 10 I ASPH U �� OH\
/ �, a '• ' ` �' IE 10" PVC E = 69.55 v�
yam. A.
0�� •l•_ •.. O
CB 'S / T CONC 'Q ..`'' `•r:.�.,.;:`:'•' I IE 12" PVC S = 69.10 U
RIM - 73.17 1 \ J° '•' . o,J ..p`: p r.Z
/ I TRAN FORMERS N E
IE 8 PVC NW 70.77 j ;• •-; " I (NIWI )
` - t .. �: ; .: • : :., CON
.•...• :, ,.: ;. 4" P C RISER (S)
FINISHED FLOOR = 75.82
/ !y 7 '
CB SD '� t ;� ;. ° ' SSMH p
�•;
RIM = 74.14 �'` ASPH �� 02 ; ".j�::y ` ..i: �.';/,. •pa: (n 0 I' ASPH P
/ p .' : " RIM = 79.86 �_ r .•.y' U) 3 I :� 82 AS)
IE 6 PVC NE = 71.74 V �F .3S �s '' , IE 8 CONC NW = 73.56 ,
IE 12" PVC SE = 71.491 �O Q Lqo -`.. • r GONG L� IE 10 " CONC S = 73.61 i �4•' °4 ?_ ' �' �� I r ' y
V#
S CB (T'PE II)
SSMH RIM = 74.76
RIM=74.12 / S �,,,ASPH O ;
••
IE 12" PVC N = 68.4 :. • - a+ :
`.
IE 8 PVC N = 61.52 O� IE 12" PVC E = 68.46 :�1,'a . -•� :.',' :,:' : ; •'; '"''
IE 8" PVC E = 61.62 / / S ' ....:. •.; •; ' a. ;, /ASPH
A �L ' IIE 12" PVC S = 68.46 ' " 4 ' ' ., .. A. •' NO PARKING v` i
DO NOT ENTER S BORING HOLE B-1� \ _ p I 2
.-.:.: w
/ A IE 12 PVC NW = 68.51 SDMH .• CONC;:.
_ O '
/ POLICE HICLES ONLY �NO ASPH RIM = 80.16 :' ':.•` , ASPH R w\ A
" :.,...:la: W yy �L
EC IE 12 CONC N = 77.46 +' • "`,`.': j
SS ASPH
IE 8" CONC SE = 77.66 M1°rl.•.• a •' I R
// 30• c7► �'G - � ' SSS \ {�,. •h:,--::� � J .•.•'��'i: ''.<... 'r : •, ';i/y, ..,,•:,�. '
/
w
CONC S 77.511IE 12nN HASPH RR
.4 U
w
3� �Q- PETANQUE
~ ' COURT SIG
/ STORM VAULT I !r
CONC' • • p
/ RIM = 75.37 30. QS'Q%+� ...� ,-�•: G ,.y, a Q I U fir
NO VISIBLE PIPES S �\ - UNKNOWN ~ 3
IE WATER LEVEL = 68 90 / \ ASPH Cn S� : '-' '� : W W U ,
ASPH
SEE SHEET 2NO S�
\ S' GRASS W
cn O W
I
GRASS W
� a \ SO jab
I\ +78.35 SO
C/) N
0 GRASS O
I \ SO_
n.
07
NO
b o O
I \
I BORING HOLE
v
ASPH ' �
v
GRASS
CID
GRAVEL �
v
I I
80 - ko GRAVEL IRg
ASPH
v�W v ASPH
1 �
O
BATTING PRACTICE � O
PERMITTED ONLY ON
BASEBALL FIELD P F
/Q6P=
�P
3 ,22 9 sf
/� Q
Q/ 82.81
+82.74 / GRASSPIPES
ol
1
VAULT � I- / a �\
/ ASPH \ `sS \ • • ' � .W ..: U ;:, q� � � +82.70 11�
• STORM VAULT / •
RIM = 75.42 S SO O� ; � • s ::'-•.••.y. S p NO PARK IRR
/ WATERO V�SS
BLE 68.92 STORM VAULT
IIE D � ��► W , .Q -.; '�' a- � I ti S�3 )32 a
RIM 75.18�1 _; 7
NO VISIBLE PIPES IASPH(p / _ N SS ASPH �-:•: •,.:.83.00
/ O IE WATER LEVEL - 68.68 -4" RISERS (N)
SSMH
ASP 3" RISER (N)
• RIM 74.86 j ASPH SS N � 3-2" RISERS
/ IE 8" PVC E - 64.36 / ASPH S 24CO" I
IE6"PVC S= 64.51
- IE 8" PVC NW` - 64.21 �_ I �
STORM VAULT AS I I I CB
RIM = 74.89 / �� �\ H DO NOT ENTER/v� 2. RIM = 80.02 d
NO VISIBLE PIPES DEC 10,�~� POLI E VEHICL S ONL ^ ASPH, O I
/ IE WATER LEVEL = 68.89 D DECL-•r � ..Q.,
!E 8" DI NW = 78.72
II
I I
I
6" � U 83.18+ GOAL POST
CB (T1PE it/ ASPH U 82.99
/ RIM = 74.59 ~ ASPH
IE 12" PVC N = 69.99 SD SD; - U I 24N
IE 8 PVC SE = 70.04 CB ASPH 8 OD FENCE
- NO PA ING U I \CD
!O IE 12" PVC S = 70.19 CB RIM = 75.26 DEC :••.. • �Q
RIM = 74.59 IE 8 PVC E = 71.31 - • --�•
IE 12" PVC SE = 70.09 IE 12" PVC NW = 71.26 DD6" Ci�NC�_ ':'• :� I \
IE 12" PVC W = 69.99 SSMH LU
' J �C A
" RIM = 80.46 N CB v I OR HOLE B
N -2 \
IE 8 PVC W = 74.21 CB RIM = 8040 o +82.75 +82.85 -0
IE 8-CONC S = 74.56 RIM = 75.05 IE 8" DI E = 78:85 I
co� I 1E 6" PVC N = 72.05 S�H W \
,M IE 6 PVC = 71.50 2 ,0
IE 6" PVC W = 71.45 CB (SOLID LID) \ \
0 20 40 60 RIM = 81.06 I
^� IE 12 CONC N = 78.06 I
= IE 12" CONC S = 78.16 I I NO 'PARKING = '
IE 8" DI W = 78.76"..° J. \
SEE SHEET 4
RIM = 79.45
IE 6" PVC STAND PIPE NW = 76.20
IE TOP OF STAND PIPE = 78.20
IE 24" HDPE E = 76.35
IE 4" HDPE S = 76.45
SD SD �S•B� SD_w]
FENCE°
ASPH a = c(�(vC -' ' • • r � :� - , ::.';' ,- ''• - -. � ::
• e
e • •' JSKATEf PARK RULES J, • •.
' ` •' � �•� � � • CHAIN LINK FENCE
W W
GRASS W`w_----------------
_-
ASPH
RIM = 80.52
IE 6" PVC N = 78.42
IE4"PVCS= 79.42
r F' P P P p__
IR0R-
*-V W
CB +82.58 ct!l
RIM = 82.20
IE 4" PVC N = 81.60 Sheint
Tota
33)22
+83.17
+83.06
GRASS
+83.19
. W
+83.33_
i/)
W
W
+83.28 I �
SEE SHEET 4
+83.34
6
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OB: 8170003'
ATE: 9/28/1
LJ CCT Z /lC G
SECTION 24,
SEE SHEET 3
TPN 00434202200100
Sheet Total:
6753
+540
+7g0
+7g3
84876
N 88'45'09" W
TOPOGRAPHIC SURVEY
IN
TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.
CB
RIM = 75.06
IE 6" PVC N = 71.96
IE6"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
RIM = 83.95
IE 8" CONC N = 76.45
IE 8" CONC E = 76.55
RIM = 83.94
IE6 DIN=82.34
IE 4" HDPE NE = 82.44
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 -I
0
P
G
STOP/CROSS TRAFFIC
DOES NOT STOP
CB -
RIM = 87.62
IE 6" PVC NE = 86.40
SEE SHEET 3
D SD SC
A
+83.16 \ P.
+83.33
GRASS
+83.09
SD SD SD SD � SD SD-
P_ �P P P P P--�P P P-
vv I - Ju Ou y
SS ASPH SS SS -SS SS SS SS
TC T TC T T(
L�
CQNC ate` • �.
5' BOARD FENCE
CB
RIM = 84.21
IE 12" CMP E = 82.46
IE6"PVC S= 82.56 F777
IE 2" PVC WITH STANDPIPE N = 82.54 /
IE TOP OF STANDPIPE = 84.01 /
STOP/CROSS TRAFFIC - - _ - -
DOES NOT STOP
CB
o RIM = 87.34
`l) IE 6" PVC W = 86.24
SD SD SD SD
BELL
CB
RIM = 87.35
IE6"PVC N= 85.95
IE 2" PVC SE = 86.40
"PVC RISER (N) ----------� - - --
W
Q
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SCALE: 1" = 20'
JOB: 81700035
DATE: 9/28/17
SHEET 4 OF 6
YARD DRAIN
RIM = 77.22
W T
W -78 I
W '
ASPH
I -
— SD SD�S
SS SS —L SS —
ASPH
CB
RIM
IE6"CMPN
IE12"CMPE
IE 15" CMP W
+ 79.48
YARD DRAIN
RIM = 78.71
TOPOGRAPHIC SURVEY
IN
SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST,
I
30'
i I
W.M.
SEE SHEET 6 SEE SHEET 6
I ONE
I o�/
I /O
I /oN
30'
RETAINING WALL
m
V
SSMH
RIM = 88.56
IE 8" CONC W = 79.06
ti IE 8" CONC N = 80.26
BOULDER RETAINING WALL
RETAINING WALL
SSMH
RIM = 87.56
IE 8" CONC N = 79.06
IE 8" CONC S = 79.11
IE 8" CONC E = 80.01
RIM = 87.10
IE 12" CONC S = 83.82
PRAG UE
CB
RIM = 86.65
IE 12" CONC N = 6
IE 12" CONC S = 6
ST/ 7TH AVE
a a �
Sheet Total:
3090
+11274
141364
w
Q
of
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SCALE: 1" = 20'
JOB: 81700035
DATE: 9/28/17
SHEET 5 OF 6 J
W
-82-
TPN 00434210000000
+83.27 CITY OF EDMONDS
+83.58
FOOTBALL FIELD
EDMONDS
TOPOGRAPHIC SURVEY
SECTION 24, TOWNSHIP
SEE SHEET 5
w w W W
'" w W w w
W W W w w
r-An 0-1 .. :-,�
S 88'43'36" E
599.842'
+83.80
SD SD SD SD-S SD -
+83.55
D P LTLp P P P P P P
0
-- cl)
I
RIM = OJ.J/
IE 6" CONC S = 83.62
w IE 6" CONC W = 83.62
_ _
- SD ---- Sp ------Sp --- 1I
wSs SS ASPH S SS
U)-TC rtc------T�----TC T1
�v I 16' 1
GAPASPH X
Tl'--
i4' BOARD FENCE
i
SD SD SD SD Sp SD GRASSp SD-7SD
+83.52 - .. -
P P P -r- Pp o o-
IE 8'" DIN = 55.54
IE 8" DI E = 85.64 AIL
IE 8" DI S = 85.69
IE 3" PVC S = 86.39 CB
RIM = 87.41
IE8"DI W= 85.91
RIM = 87.67
IE 6 PVC E = 85.57
IE 6" PVC S = 86.32
IE 8" DI N = 85.47
IN
27 NORTH, RANGE 3 EAST, W.M.
SEE SHEET 5
CB
RIM = 82.94
IE 6" PVC E = 81.44 +83.43
IE 6" PVC N = 81.39
GRASS
RIM = 87.50
IE6"PVC W= 85.95
I
f 30'
I CB (SOLID LID)
RIM = 84.67
IE 12" CONC N = 81.62
_ IE 12" CONC S = 81.67
Q- IE 8" PVC E = 82.02
RIM = 84.60
IE WATER LEVEL = 82.10
NO PIPES VISIBLE
I
--4,CB
II RIM = 83.83
- F IE 6" DI NE = 82.98
/I
I
,I
I
CONCRETE BLOCK
RETAINING WALL
I CB
RIM = 84.41
IE WATER LEVEL = 82.11
NO PIPES VISIBLE
SSMH
RIM = 85.81
IE 8" CONC N = 79.96
IE 8" CONC S = 80.01
IE 12" Cl E = 80.21
ASPH CB (SOLID LID) EDMONDS
SS RIM = 84.83
IE WATER LEVEL = 82.03
NO PIPES VISIBLE
CB
RIM = 84.53
IE 8" CONC E = 81.83
IE 12" CONC S = 81.63
i OH OH
\�-EDMONDS ST
I
I
,8 MAILBOXES
CB (TYPE II)
I RIM = 86.98
IE 12" CONC N = 81.48
IIE6"PVCS= 82.08
NO OTHER PIPES VISIBLE
CB
RIM = 86.58
IE6"DI N= 85.73
HOLE B-4
I
SSMH
RIM = 89.68
IE 8" CONC N = 81.38
I IE 8" CONC S = 81.48
I
MAILBOXES
Sheet' oral
2617 1 -
-75 i
+4139
+184
301280
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SCALE: 1 " = 20'
JOB: 81700035
DATE: 9/28/17
,SHEET 6 OF 6-.,)