APPROVED ENG RESUB2 REV2 BLD2022-0207+Site_Plan+11.30.2022_8.55.31_AM+3243826PROPERTY INFORMATION
PARCEL NUMBER
00576700002511
ZONE
RS-8
PROPERTY DESCRIPTION
Section 31 Township 27 Range 4 Quarter NE SKELTONS LK
MC ALEER 5 ACRE TRS BLK 000 D-11 LOT 1 CITY OF ED SP
PLN20080041 REC AFN 201312105002 BEING A PTN OF
LOT 25 SD PLAT
LOT AREA
.21 ACRES / 8,972 SF
ADDRESS
23419 84TH AVE W , EDMONDS, WA 98026-8609
PROPERTY OWNER NAME
RAGAVAN MANOGARAN & DANIEL BAILEY
APPLICANT'S NAME
BLAKE BETHARDS
APPLICANT'S PHONE
310-463-1013
APPLICANT'S EMAIL
BLAKE@BETHARDSARCHITECTURE.COM
STRUCTURAL LOT COVERAGE
LOT AREA = 8,972 SF
EXISTING
PROPOSED
HOUSE (INCL. PORCH & GARAGE)
EAVES ARE LESS THAN 30"
2,132 SF
2,418 SF
PATIO
120 SF
432 SF
TOTAL
REVISION
Nov 30 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
RESUB
Nov 30 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
2,252 SF (25%) 2,850 SF (31.7%)
NOTE:
SITE PLAN INFORMATION DEVELOPED FROM CITY OF EDMONDS GIS MAPS
AND AN EXISTING SITE PLAN. THE UNDERLYING SITE INFORMATION SHOWN
ON THIS SITE PLAN IS NOT FROM AN OFFICIAL SURVEY.
PROPERTY LINE 82.29' ;
O. _ .. _ .. _ . _ .. _ .. - .. - .. - .. - .. - .. - .. - .. - .. _ .. _ .. _ .. _ .. _ . . _ --
Ex. Power Line I '
per PLN20080041 ;
direction of roof 1
Ex. Water Line
gutter flow, typ. per PLN20080041
c v00i Ex. Edge of driveway
LO
31'-0" per PLN20080041
I
1 EX SD MH
Rim 459.76
00
1 1 IE 453.00 (Ex 36-IN)
p DECK MAY PROJECT 4' INTO REAR YARD PER ECDC 16.20.040.0 ' ' IE 454.36 (Ex 6-IN)
ROOF EAVE MAY EXTEND 30" INTO REAR YARD PER ECDC 16.20.040.13 1 100'-4" per PLN20080041 (2)
I o � � ;
Connect to existing Connect prop
downspout Connect to prop rNi 1
downspoutdownspout
eI t
1 ,
ie=458.43 =4578 ie=457.3 '
1 1
I 24 LF 4-inch PVC @ 2%
I
31.25 LF 4-inch 23'-5 5/16" '
PVC @ 2%
1
z
GAS METER - NEW LOCATION
• LINE OF EXISTING HOUSE: I 1 1 '
1I ,
NEW WORK TO THE EAST 13.5 LF 4-inch PVC @ 2%
71-611
SYSB
tl 71_6
Ln
SYSBLc� I � . �17.21'
AC COMPRESSOR M� �•.•
NEW LOCATION
LU
1
=x------------ --- -- '
Connect to ex INE OF EXISTING HOUSE:
6-inch PVC >00< EW WORK TO THE EAST 1 �\
1 1
EXISTING RESIDENCE prop downspout >00<
ie=457.0+/- >00<
>00<
' 1 '
EX. 39LF 6-inch PVC @ 6.8% '
' 1 •'' I 1
N I per PLN20080041
1 '\
1 ' '
EXISTING CONC. APRON
BUILDING PERIMETER • ; '
DASHED
>00
>00
>00
>00
' '15'-011 � 1
AC�ESS & UTILITIES ABM T
t'
1 1 ' a')
100,-4" j j j a 100'-0"
1 1
= SCHEDULE ;ASPHAL pDRIVE 1
TIGHTLINE
= INSPECTION WHEN
' 1 1
CONNECTING TO
EXISTING
= DOWNSPOUT ,
• 1 , ' 1 1
t Side Sewer 1
Om
LO
� Water Line
1 Ir 1�
r
(E) SS STUB
Existing
- -�- - - -� �--- -- -�- - - -�- - - -�» - -�- - (E) WATER METER unmodified pump
system per;
PLN20080041 (2) : r� d
1 1 1
100,
I I 1 1
Existing flow
restriction nozzle per ;
PLN20080041 (2)
84TH AVE WEST ENGINEERING DIVISION
---- -- - DTED
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
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.
p( I (j�v 11 /09/2022
APPROVAL TO TIE INTO
DETENTION SYSTEM - SEE
DRAINAGE REPORT FOR CITY
STORMWATER ENGINEER
APPROVAL
BLD2022-0207
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23419 84TH AVE W. EDMONDS, WA. 98026
Project No.
2021A2
� 11699 �
REGISTERED
ARCHITECT
�LA
I
STATE OF
WASHINGTON
Revisions
#1 - steel framing at patio
revised to glulam structure +
sliding glass doors removed
from scope.
#2 - Drainage revision plan
#3 - Drainage revision plan
Notes
Project North
00
1/ 4..=1'-U"
SITE PLAN
SITE PLAN
SCALE: 3/16" = 1'
BETHARDS ARCHITECTURE + DESIGN @ 2021