APPROVED ENG RESUB5 REV1 BLD2019-0026 SEWER REVISIONCB RIM 238.35
IE 12' N 235.30
APPROXIMATE
i ora n
EXIS77NX11-17-
298
RIM=25
12' CO
C7R. C
(LOCAT1)
250.
SEC. 25, TWN. 27N, RNG. 03E, 1/4 SW
`\(400DL) \ 269.4
\ \\ \ \ \ \ \ 48.0
253.4 (50.0 DL)
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\ IE ) 2 2.19
\ 1 E 25 .11
271.3
SS \ \ X �60.9\\ \ \\ X
\ \ \ \X 270.5
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CB RIM 255.10 \ \ \
\ \ \ \ 271.3 > o
IE E 252.44 \ \ \ cs
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\ \ \ \ \ `'6� C (50.0 DL)
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\ \
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269.3
\ \ \ 269.7 X
61.5 \ \ \ �� X
60.9 \\ \\ \\
268.5
N 88'42'00' W 657.35'
1E=259.75 (IN- 8 W)
IE=259.65 (OUT- 8'
EXISTING SSMH RIM=266.15
24" CONC. N E
12" CONC. S
CTR. CH.=257.55
(LOCATED 3-15-22)
IE(NE) = 259.55 - IN (NEW)
269.3
X
o .5 267�
269.1
\ X
\ sa \
\� 266. SO ,\
ROW WORK NOTE:
A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS
REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY.
L=245.95'
R=446.84'
A=3132'11 "
C. BEARING N 6039'09' W
CORD 242.86'
N0.43'&E0.1Y
OF CALC. CORNER
E
ELF
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oc�oo��,L KULSHAN RD 13TH
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ALGONQUIN RD 2267H ST SW
0
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VICINITY MAP
N. T. S.
PROPOSED
LANDSCAPE
280
W BLOCK WALL
280
270
I
EXIS77NG
GRADE
------
Ph OPOSED RADE
266
270
EL=
260
- - _ - - -
260
P
C 010.3
EDMON
WAY
250
SIDEWA
-
PER jE200 SIDE SEWER SERVICE
250
IQW
U1ED Fok
CONNECTION TO
fIM=266.0
TO BUILDING 'A'
240
PKWSS
1
=256.41 1240
SIDE SEWS
230
I
230
LANDSCAPE WALL CROSS SECTION WITH 5-FT SIDE SEWER CLEARANCE
SCALE - HORIZONTAL - 1 "=20 ; VERTICAL - 1 "=20'
270
EX.
WR77CAL
CURB
270
EX. FAVEMENT
2601
20'8' PVC 0
260
00.50q
j
250
1 TYPE-
EX. SS
250SSMH
COE GU
RIM=26
.15
RIM=265.8 FA
24'
ONC. N
SE
240
IE=2 9.75 (IN
8' NW)
12' CON
. S
.55
240
IE=2
9.65 OU
- 8 SWI
C7R. CH.=25
LOCATED 3-15-22
230
I
(NE) = 259.55 - IN
(NEW)
230
EDMONDS WA YSSMH#1 TO EX SSMH PROFILE
SCALE - HORIZONTAL - 1'70'. VERTICAL - 1 "=20'
280
HIHG CURB
W
a
W
280
270
PROPOSED GRADE
a
_
- - - _ _ _ _
175-8' PVC 0 0.59
EXIS77
G GRADE
EXIS77NG
12' SD FfPE
IF 6' Oh
LESS SE
ARA PON,
N PIPES
270
CUSHION
IN BE TWE
260
-
- _
_
_
-
260
250
6' PVC7
250
1 -
SSMH 2
E-1 CCIE
GU-421
SSMH 1 TYPE-1 COE GU-421
RIM=265.8 FA
1 259.75 /N- 8' NW)
I 259.65 OUT- 8' W)
240
RIM=266,
IE=260.7
IE=260.6
I
(IN - 6'
(OUT-
PVC N & E)
' SW)
F240
230
230
I
I
WORK WITHIN SR-104 TRAVEL LANES
EDMONDS WA Y SSMH #2 TO #1 PROFILE CANNOT COMMENCE UNTIL SEWER
REVISION AND TRAFFIC CONTROL
SCALE - HORIZONTAL - 1 "=20; VERTICAL - 1 "=20' PLANS HAVE BEEN APPROVED BY
WSDOT.
DATE 6-9-2022. INVERT OF EXIS77NG SIDE SEWER ADDED. DETAILS OF SIDE SEWER CROSSING UNDER PROPOSED LANDSCAPE BLOCK WALL ADDED
DA7E 5-11-2022. DEPICT 6' SIDE SEWER TO CONNECT TO EXIS77NG FOR BLDG A, FOR EXIS77NG MH IN EDMONDS WAY MATCH CROWN TO CROWN FOR NEW 8'
MAIN AND EXIS77NG 24' 7RANSMISSION PIPE, REVISE IE AT BUILDING B, ADD N07E TO PROVIDE E7HAFORM AT PIPE CROSSING, ADD N07E TO USE DI PIPE FOR PIPE
W17H COVER OF LESS 7HAN 2-FT.
DATE 3-19-2022. ENTIRELY NEW SEWER PIPE ROU77NG & PROFILES INCLUDING A 6' SIDE SEWER TO SERVE BLDG A, AND AN 8' MAIN TO SERVE BLDGS B & C.
DA7E 12-28-2021: ADDRESS CITY OF EDMONDS REVIEW COMMENTS INCLUDE RECEN7LY PROVIDED ADD177ONAL TOPO AND 7REE LOCA77ON WITHIN EDMONDS WAY,
AS WELL AS EX SSMM CHANNEL DEP7H. RE-ALING SEWER MAIN W17HIN EDMONDS WAY RIGHT-OF-WAY IN ORDER TO AVOID EX TREES & U77LI77ES
DA7E 10-12-2021: RELEASED TO RE -ALIGN SEWER MAIN W17HIN EDMONDS WAY RIGHT-OF-WAY IN ORDER TO AVOID EXIS77NG LIGHT STANDARD.
Know what's below. A
Call 811 two business days
you di Fss/27367
�STER
before ,
y g AL
DONNA BRESKE & ASSOCIATES
LAND USE PLANNING & CIVIL ENGINEERING
SNOHOMISH, WA 98290
PHONE 206-715-9582
www.DONNABRESKE.com
Q
ST
PROJECT CONTACT LIST:
OWNER:
PARADISE HEIGHTS HLD, LLC
190 W DAYTON ST STE 103
EDMONDS, WA 98020
DEVELOPER:
MICHEL CONSTRUCTION, INC.
7907 2127H SW, 1102
EDMONDS, WA 98026
PHONE. (425) 776-2211
CIVIL ENGINEER:
DONNA L. BRESKE, P.E.
21 AVE. A, SU17E 4
SNOHOMISH, WA 98290
PHONE. • (425) 334-9980
EMAIL: donnabreske0comcast.net
GEOTECHNICAL ENGINEER:
EARTH SOLU71ONS NW, LLC
1805 1367H PL NE, SUITE 201
BELLEVUE, WA 98005
PHONE.- (425) 449-4711
SITE INFORMATION:
�6�
mQ
PARCEL NUMBER.
27032500302600
S17E ADDRESS.•
546 PARADISE LANE
EDMONDS, WA 98020-4650
TOTAL S17E AREA:
30,238 SF (0.694 ACRES)
COUNTY
SNOHOMISH COUNTY
ZONING.
RM-2.4
MAXIMUM BUILDING HEIGHT.
25'
SETBACKS
FRONT 15'
SIDE. • 10'
REAR. 15'
SEWER REVISION ONLY. REFER TO CIVIL
CONSTRUCTION PLANS APPROVED 03/12/2021
FOR ALL OTHER IMPROVEMENTS AND
STANDARD DETAILS.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
APPROVED AS NOTED
-V/6/15/2022
CITY ENGINEERING DIVISION
SEWER PLAN & PROFILES
FOR
PARADISE HEIGHTS
TAX PARCEL: 27032500302600 ORIGINAL ISSUE DATE: I 1-13-18
APP #: BLD20160026 SCALE: 1 " = 20' SHEET: 3 of 8
PERMIT #: BLD20190026
RESUB
Jun 09 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
EVISION
Jun 09 2022
CITY OF EDMONDS
VELOPMENT SERVICES
DEPARTMENT
19-0026