APPROVED ENG PLN RESUB 4-BLD2024-0268+Site_Plan+8.7.2024_9.05.43_AM+4425792SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
SITE PLAN
SCALE 1 " — 10'
0' 10' 20' 30'
W
w
0
F
a
RESIDENCE
w
0
ONE-WAY Z
V)
CLEANOUT a
WITH 45' 0
2' BEND AND
ONE-WAY
(MAX) CAP; SEE
CLEANOUT
STD SS-200B
(TYP); SEE
STD SS-200B
NOT TO EXCEED 100' BETWEEN CLEANOUTS
ONE-WAY CLEANOUT (WYE WITH CAP
AND CLEANOUT COVER) AND CONCRETE
TWO-WAY CLEANOUT (W/ CAP
LEVELING COLLAR; SEE STD SS-2008
AND CLEANOUT COVER) AND
(SEE NOTE 5)
CONCRETE LEVELING COLLAR;
SEE STD SS-200C (SEE NOTE
5&6)
NOTES:
1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED.
2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX.
3. SEWER CLEANOUT LID TO BE 12" CAST IRON CLEANOUT COVER WITH 1/2" HEX
BOLTS AND A PICK HOLE. EAST JORDAN IRON WORKS PRODUCT #00366102 OR
APPROVED EQUAL.
4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS:
• IN ROADWAYS PER COE STD DWG GU-424
• IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" DEEP CONCRETE COLLAR
OR 24" DIAMETER x 6" DEEP CONCRETE COLLAR
5. TWO—WAY CLEANOUT SHALL ONLY BE USED IN CITY ROW/EASEMENTS. WITH
APPROVAL FROM THE CITY ENGINEER, IT SHALL BE USED IN LIEU OF A ONE—WAY
CLEANOUT, IF ONE—WAY CLEANOUT CANNOT BE PHYSICALLY INSTALLED AT THE EDGE
OF ROW/EASEMENT. TWO—WAY CLEANOUT SHALL BE INSTALLED AS CLOSE AS POSSIBLE
TO EDGE OF ROW/EASEMENT.
6. TWO—WAY CLEANOUTS SHALL NOT BE INSTALLED ON PRIVATE PROPERTY.
REVISION DATE
MARCH 2O24
CITY OF EDMONDS SEWER CLEANOUT DETAILS
T PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
161 189� APPROVED BY: R. ENGLISH SS-200A
Z
W
�W
0
0
6
12" LOCKING COVER
a
SEE NOTE 3 ON STD SS-200A
w
o
END OF PIPE GRIPPER PLUG
(CHERNE27061 OR APPROVED
EQUAL)
a
c�
12"f FINISHED GRADE
�i\
\i. ...i\ "
LEVELING C4
SENOTEON
I
STD SS-200A
WATER TIGHT CAP
12" PVC SLEEVE
45'
RISER
6" RISER
45'
6" WYE AND
6" CITY STUB
45' BEND
4" OR 6" SIDE SEWER
4" OR 6"
GENERAL ONE—WAY CLEANOUT DETAIL
SIDE SEWER
CLEANOUT DETAIL
AT PROPERTY LINE/CITY EASEMENT
12" LOCKING COVER
\_
SEE NOTE 3 ON STD SS-200A
Liw it w
LEVELING COLLAR
j ao ir w
SEE NOTE 4 ON STD SS-200A
a 0-
ASPHALT SURFACE
12"t
1 FOOT LONG 12" PVC
SLEEVE
6" RISER
END OF PIPE GRIPPER
PLUG (CHERNE 270261
OR APPROVED EQUAL)
TYPICAL ONE—WAY CLEANOUT
UNDER ASPHALT OR CONCRETE
NOTE:
SEE COE STD SS-200A
FOR ADDITIONAL REQUIREMENTS.
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
FS t . 1890
ONE—WAY SEWER
CLEANOUT DETAIL
APPROVED BY: R. ENGLISH
REVISION DATE
MARCH 2O24
STANDARD
DETAIL
SS-200B
LOT COVERAGE
LOT AREA: 7178 SF
EXISTING HOUSE FOOTPRINT: 1535 SF
EXISTING GARAGE: 5 72 SF
PROPOSED NEW AREAS: 0 SF
TOTAL EXIST. LOT COVERAGE: 2107 SF
29.35%
IMPER VIO US S URFA CE CO VERA GE
PROJECT DATA
PROPERTY OWNER/APPLICANTS:
MARGO HENSON
7019 14TH AVE. N. W.
SEATTLE, WA 98117
(206) 684-6627
PROJECT DESIGNER:
TOM LEREN,
THE LEREN COMPANY INC.
PO BOX 12863
MILL CREEK, WA 98082
(206) 954-4145
tom@lerendesign.com
SITE DATA
SITE ADDRESS: 23620 79TH AVE. W.,
EDMONDS WA 98026
PARCEL NUMBER: 00442400000501
TOTAL LOT AREA: 7,178 S.F.
ZONING: RS
MAXIMUM BUILDING HEIGHT: 75'
SETBACKS: 10' STREET, 0' SIDE YARDS
0' REAR YARD
NO CHANGE TO BLDG. HEIGHT.
RESTORATION LIMITS TO BE DETERMINED
BY CITY ENGINEERING INSPECTOR
Y O
Q co
w
EXISTING
— 1" METER.
/ x NO UPGRADE
�i LLI �NEEDED.
/ R= 51 \
E FENCE
r \
'�
�x ' P L (NO qHL=3 57i� GE)
/ NEW STO AGE SPA \ �--
x -�
— — _ x UNDER E ISTI ROOF
GARAGE CONVESION77
TO LIVINGS CE PER QExisTlwG
FLANS. a ° COVERED d
a BREEZEWAY \ \
Too ° a=a._ \� \ /\�' /\
EXI MMING
NONdCO I NN CONNECT°
Ia I o IN.
ETBACK I ° @ .72.75'
a I
W
'a
0
co
I
EXISTING BUILDINGS 2527 SF
EXISTING WALKS, DRIVES, PATIOS 1850 SF
NEW AREA 0 SF
TOTAL NEW + REPLACED 0 SF
EXISTING CONDO
NEW 1" WATER
LINE .00
4' 0
22.00' 11,90
5.98' .4
8.91' 1
00
5
d
N �VA CLEANOItT .: /
I d °RIM .�.a3741'° . d d I /
— a;° : EXISTING ! —
O ° \ / /
d'
� I
� a °
O °' a's- ° RESIDENCE \ /
d
XI
• ° a 4 d..l ° j I:. ... I EXISTING �I. q .° \ F
ENCE TING
%0.00 a . ~ v I ° dl.. °: — — J PLANTER ° °° Q�� LINE
.° J Z° .° A ,. .° I .. I O
I I pd9 m I ° n d I I a L. ¢ A.
M °
A. C1 d w0y�
1'. INSTALL ONE EV READY
L� _. ' al AND ONE EV CAPABLE \�fllq Co :O'
I ° =
CHARGING PORTS.
° I I I (EDC17.115.050(b)) NEW
° . a .: CO, al d d CONNECTION POINT a :
,
L
ss
LEGAL DESCRIPTION
LOT 1 OF SHORT PLAN S-2001-11
RECORDED UNDER RECORDING NUMBER
200203115001, RECORDS OF SNOHOMISH
COUNTY, WASHINGTON.
SUBJECT TO ALL EASEMENTS RESTRICTIONS
AND RESERVATIONS. SITUATED IN THE COUNTY
OF SNOHOMISH, STATE OF WASHINGTON.
SCOPE OF WORK:
CONVERT EXISTING DETACHED GARAGE
TO LIVING SPACE AND NEW 572 S.F.
APARTMENT UNIT.
MISCELLANEOUS NOTES
THE SEWER LATERAL SHALL BE SCOPED FROM
THE PROPERTY LINE TO THE SEWER MAIN BY
CITY CREWS TO DETERMINE IF IT WILL NEED TO
BE LINED OR REPLACED.
ALL BUILDING SETBACKS, HEIGHTS, AND
BUILDING LOCATIONS TO BE FIELD VERIFIED BY
CONTRACTOR PRIOR TO CONSTRUCTION TO
ENSURE COMPLIANCE WITH COUNTY ZONING
AND MUNICIPAL CODES. REVIEW ANY AND ALL
APPROVAL COMMENTS FROM COUNTY PRIOR TO
START OF WORK.
BUILDING HEIGHT CALCULATIONS
NO EXTERIOR CHANGES TO BUILDING OR
ss
BUILDING HEIGHTS. N/A
ss
A.
I ° IE 371.20' , ° 15 MINUTE PRESSURE TEST SHALL BE REQUIRED ON THE NEW
I L a° I o — _ I SEWER PIPE.
x —J—
I x — ' B.S.B.L.
16.50, x u; NEW 6" SEWER LATERAL SHALL BE LINED FROM THE EDGE OF THE
x SEWER EASEMENT TO THE CITY SEWER MAIN.
I TYPICAL 16.5' x 8.5' 88,191 x x CLEANOUT
PARKING SPACES SEWER INSPECTION SHALL BE REQUIRED PRIOR TO BACK FILL.
O
O
•
O
SS
(3) PROVIDED. NEW CLEANOUT
RIM @ 373.75'
SS
J J
66.7+-
SEE SEWER SERVICE PLAN
DATED 8/5/2024
FROM JC McDONNEL
ENGINEERING INC.
INSTALL NEW 85 LF 6"
SIDE SEWER AT 2% MIN.
ADS/PVC OR EQUAL.
NEW ONE-WAY CLEANOUT w/
12" CAST IRON LAMPHOLE
COVER w/ 2" HEX BOLTS AND
PICK HOLE. 6" GRIPPER TWIST
PLUG AND CONCRETE LEVELING
COLLAR PER SS-200A AND SS-200B
C,C,
Zone
CG Corner
-------
N_'Flag '.N.
Setbacks:
Required
Actual
25.25'W
Front
1 O
��E
5,S
Sides
___ 0 ___ __
3.5'N
Rear
---- 0_.__.
-------------
Other
-
75existiexistingHeight
APPROVED BY PLANNING
Aug 0$ 2024
\�I
00
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
RESUB
Aug 07 2024
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING CITY OF EDMONDS
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY DEVELOPMENT
E ARTMENRVICES
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
C,C,
134,8'+-
SS
ENGINEERING DIVISION
APPROVED AS NOTED
cldJ UlGLvf'irl.tvL¢ 08/13/202,
VV
SS
BLD2024-0268
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PROJECT NO.
240203
DESIGNED BY
TL
DRAWN BY
TL
CHECKED BY
TL
PERMIT SET
SHEET NO.
SITE
PRINT DATE 8/6/2024 12:27 PM