REV1 APPROVED ENG BLD2024-0268+SEWER REVISION PLAN+9.18.2024_12.46.04_PM+4508513W
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RESIDENCE
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ONE-WAY Z
CLEANOUT a
WITH 45'
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
LEVELING COLLAR; SEE STD SS-2008
(SEE NOTE 5)
NOTES:
SITE PLAN
SCALE 1" — 10'
0' 10' 20' 30'
TWO-WAY CLEANOUT (W/ CAP
AND CLEANOUT COVER) AND
CONCRETE LEVELING COLLAR;
SEE STD SS-200C (SEE NOTE
5&6)
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
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
FSt 189� APPROVED BY: R. ENGLISH SS-200A
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FINISHED GRADE
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SEE NOTELING
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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
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02 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.
v 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
SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
LOT COVERAGE PROJECT DATA
LOT AREA:
EXISTING HOUSE FOOTPRINT:
EXISTING GARAGE:
PROPOSED NEW AREAS:
TOTAL EXIST. LOT COVERAGE:
7178 SF
1535 SF
5 72 SF
0 SF
2107 SF
29.35%
IMPER VIO US S URFA CE CO VERA GE
EXISTING BUILDINGS
EXISTING WALKS, DRIVES, PATIOS
NEW AREA
TOTAL NEW + REPLACED
RESTORATION LIMITS TO BE DETERMINED
BY CITY ENGINEERING INSPECTOR
2527 SF
1850 SF
0 SF
0 SF
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.
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EXISTING CONDO
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1" METER.
1 / x NO UPGRADE
��NEEDED.
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5.98' .4 ,� ' L=3 57
X „ P L (NO C�H% GE)
NEW STO AGE SPA
UNDER E ISTI ROOF
GARAGE CO E SION
TO LIVINGS CE PER dExisTlw
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NEW LATERAL TAP AT —�
EXISTING CITY SEWER LINE
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
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.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
I
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8.91'
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NEW 1" WATER
LINE
22.00,
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I ° h �- AND ONE EV A A L
..I ° CHARGING PORTS.
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P co.;l °AS A a1. I d I ( ()) CONNECTION POINT
I ° I E 371.20'
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_ B.S.B.L.
16.50' x S S—�
1 x x�
I TYPICAL 16.5' x
G, PARKING SPACES
(3) PROVIDED. NEW CLEANOUT
RIM @ 373.75'
INSTALL NEW 54 LF 6" FIELD ADJUST PER CITY
SIDE SEWER AT 2% MIN. INSPECTOR.
ADS/PVC OR EQUAL.
O OPTIONS MAY INCLUDE
O MINIMIZING OR ELIMINATING
90'S.
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OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING —
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
SS
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66.7'+-
CUT AND CAP
EXISTING SEWER
LINE.
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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
BUILDING HEIGHTS. N/A
15' PRESSURE TEST SHALL BE REQUIRED ON NEW SEWER PIPE.
CITY INSPECTOR SHALL BE ON SITE FOR SEWER TAP.
SEWER INSPECTION REQUIRED PRIOR TO BACKFILL.
SS
BLD2024-0268
134.8'+-
ENGINEERING DIVISION
APPROVED AS NOTED
09/19/2024
APPROVAL FOR SEWER REVISION
REVISION
Sep 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PROJECT NO.
240203
DESIGNED BY
TL
DRAWN BY
TL
CHECKED BY
TL
PERMIT SET
SHEET NO.
SITE
PRINT DATE
9/18/2024 11:13 AM