APPROVED ENG PLN RESUB 4-BLD2024-0268+Site_Plan+8.7.2024_9.05.43_AM+4425792W
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RESIDENCE
0
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 I" — 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 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
CITY OF EDMONDS MARCH 2O24
SEWER CLEANOUT DETAILS
7 PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
Fst 18913 APPROVED BY: R. ENGLISH SS-200A
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12" LOCKING COVER
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SEE NOTE 3 ON STD SS-200A
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(CHERNE27061 OR APPROVED
EQUAL)
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FINISHED GRADE
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SEE NOTELING
ON
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
3 z SEE NOTE 3 ON STD SS-200A
w
0 w LEVELING COLLAR
j (L
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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 . 18g0
ONE—WAY SEWER
CLEANOUT DETAIL
APPROVED BY: R. ENGLISH
REVISION DATE
MARCH 2O24
STANDARD
DETAIL
SS-200B
I
I
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
EXISTING BUILDINGS 2527 SF
EXISTING WALKS, DRIVES, PATIOS 1850 SF
NEW AREA 0 SF
TOTAL NEW + REPLACED 0 SF
NEW 1" WATER
LINE
22.00'
8.91' 1
35-0()
0
x X
EXISTING CONDO
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01
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3�
1, 5.98' 10 A ..��
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
cy)
EXI FENCE L=3 57'
�x ' P (NO C�Hi� GE)
F\'?' I \
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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(3) PROVIDED.
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66.7+-
CONNECTION POINT
IE 371.20'
�X
X
NEW CLEANOUT
RIM @ 373.75'
SEE SEWER SERVICE PLAN
DATED 8/5/2024
FROM JC McDONNEL
ENGINEERING INC.
ss ss
Z_
NEW
CLEANOUT
/
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
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
ss 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
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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