FOR REFERENCE RESUB 4-BLD2024-0268+Sewer Service Plan-8.7.2024_9.05.43_AM+4425790REV. NO. DESCRIPTION
Cn
EXISTING CONDO
31 22.00 • -
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NEW
A ° ADS/PVC OR EQUAL CONNECTION POINT
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- TYPICAL 16.5' x 8.5' 88*19'
PARKING SPACES
(3) PROVIDED. NEW CLEANOUT
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NEW 1" WATER
LINE 4.00'
23622
RIM @ 373.75'
SS SS Ss SS SS Ss SS
66.71
INITIALS DATE
CONTRCTOR'S NOTES
1. QNE WAY SEWER CLEANOUTS SHALL BE
PER EDMONDS STANDARD DETAIL
SS-200B
2. SEWER CLEANOUTS SHALL BE INSTALLED
PER EDMONDS STD. DETAIL SS-200A
1.71'
SE 114 OF SECTION 31 TOWNSHIP 27N, RANGE 04 E
MASTON PROPERTIES SFR
co
EXISTING
cn
1" METER.
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NO UPGRADE
w
NEEDED.
R= 01
FENCE -3 57'
CH GE)
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/
-� EXISTI FENCE
LINE
/ / I
h
INSTALL NEW 85 LF 6"
/ SIDE SEWER AT 2% MIN.
ADS/PVC OR EQUAL
W
a
a
moo.
z
c�
cf' NEW ONE—WAY CLEANOUT w/
12" CAST IRON LAMPHOLE
/ COVER w/ "' HEX BOLTS AND
PICK HOLE. 6" GRIPPER TWIST
/ PLUG AND CONCRETE LEVELING
---COLLAR PER SS-200A AND SS-200B
23626
10 5 0 10 20
SCALE: 1 INCH = 10 FEET
SS SS S SS SS SS SS SS SS SS SS SS
134.8' +/ -
UTILITY CONFLICT NOTE.•
CAUTION.•
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND
®
DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY
®�
POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR
TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND
THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS
Know below.
TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES
what's
Call before you dig.
AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL
CONSULT J.C. MCDONNELL ENGINEERING, PC TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTION.
Mc
21137 (vim
S�ONAL REO ��Fr
AUG. 2024
N
W
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
J.C.McDONNELL
11111111 IN! 1100111101011-211 MOM
civil engineers
P.OH BOX 13199, MILL CREEK, WASHINGTON TEL: (425) 697-9676-
JOHN@JCMCDON.COM
r, t s Aw +R I
it IV 17-
— 23714 3
1.
23�
23»6■ s
c ete—
2 1
a c 1
�1
237
371MLi
VICINITY MAP
SCALE 1" = 7000'
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.
CIVIL ENGINEER
JOHN MCDONNELL,MS, PE
J.C. McDONNELL ENGINEERING PC
PO BOX 13199
MILL CREEK, WA. 98082
Ph: 425-697-9676
CELL:425-359-2717
John@jcmcdon.com
LEGAL DESCRIPTION
LOT 1 OF SHORT PLAN S-2001-1 1
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.
TAXACCOUNTNO.(S): SITEADDRESS:
00424400000501
23620 — 79TH AVENUE W
EDMONDS WA. 98020
PFN -
SEWER SERVICE PLAN
HENSON GARAGE REMODAL
SECTION 31 TOWNSHIP 27N, RANGE 04 E
EDMONDS, WASHINGTON
DRAWN BY DATE REV. BY DATE PROJECT MANAGER SCALE
TJW 0810512024 TJW 1211112018 J.C. McDonnell AS SHOWN
DRAWING FILE NAME CHK. BY F.B. N0. JOB N0. SHT. NO.
XXX.dwg JCM 6152 SI OF 1