APPROVED PLN RESUB 1-BLD2023-0976+Site_Plan+11.2.2023_12.13.46_PM+3877304LAND USE CODE COMPLIANCE STATISTICS
EXISTING GAS METER
AND GAS LiNE,
CONTRACTOR TO VERIFY
LOCATION
EX. WATER METER
EXISTING WATER LiNE,
CONTRACTOR TO
VERIFY LOCATION
EXISTING OVERHEAD POWER,
CONTRACTOR TO VERIFY
LOCATION
Q
EXISTING SiDE SEWER,
CONTRACTOR TO
VERIFY LOCATION
SITE PLAN
SCALE: 1" = 20'
I
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INSTALL TREE PROTECTION FENCING PER
AVERAGE EXISTING GRADE
POiNT
ELEVATION
A
1028.0'
5
1028.9'
C
1028.5'
D
1027.4'
4112.8 5F/4=1028.2'
AVERAGE GRADE=1028.2' HEIGHT LIMIT = 1053.2'
cn I CiTY OF EDMONDS DMP AT DRiPLiNE OR
GREATEST EXTENT P055i13LE OUTSIDE INSTALL TREE PROTECTION FENCING PER /
I AREA OF WORK v LU 1 CiTY OF EDMONDS 5MP AT DRiPLiNE OR
� / I
I NZ; < o m z Q GREATEST EXTENT POSSiSLE OUTSIDE
wo � d? (5 _ � Lp AREA OF WORK
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cn VVLY ---jr�D -*CHED 40 FiR 1 0/''T 1I I I I i I /�� O, AGE EX \ 25'-0"
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lip 17715� W �� SHED \ \ �fiy JREQ'D\REAR YARD \
1`� t W�OND \
IG '-5 1/0" ♦ I >j - -ETJ5 I
EX15T1 FRONT YAI D/ -- ;+- I I � II \ "WETLAND A"
SITDAWCK I X AYHOUSE \ \ PER WETLAND MAP \ \ \ I + \
/ I F1F 10 9 K I FF�`�028.9
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�`Y \ AND REPORT \ \ { S4 \
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NEW DOWNSNOUT
P- EXISTING DRIVEWAY I I I \ u
LL �- P EX. P VER P01 I - T- TO SPLASHSL\CKS, ' _ _ \
cnT6M 10 9.0 ' II I I \�i� TYP TO REMAIN TYPE N5 5T�EAM, 1 I I a \
I TO BL REMOVED I I ,� I \
--------------- STREAM UNCHANGED STREAM DUFFER, AND 1 I I
I _ _ 1
J I �S \ p -- ,
/ Q + I i WETLAND DUFFEIZ`PER`
Y/1 LO WETLAND MAP AND
/ TEMPOR/� Y CONST UCT1 N PROPOSED EXCAVATION 0 G S I I
of
(ENTRANCE X15TiNG (DRIVE AY INSTALL FILTER F� CE STOCK PiLE LOCATION iF `O��G�\ ��p Ro REPORT I I I \
/ s r \ PER CITY OF EDMONDS REQ'D, COVER W/ PLASTIC ���P ��� ��\ oo I I - - • - .
I 1 REQ'S AS NECESSARY TO SHEETING W/124 HRS PER
IL ♦ o I -
o • 10I 102 6 \ CONTROL SEPIMENT\AND CITY OF EDMONDS 13MP ��a o
106' 0,3�/ I
Q I 1O �PREVENT THE PISCH�RGE ��/ <5o" fi\ 12' I j
= I LL 125-0 \ OF POLLUTANTS - SE 10?4' !!
KEQ DI1FRONT YAR \ i DETAIL ER-900 1jo ��,\
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I ELEV 1035
P -/------------- tp
P / RELOCATE SEWER
/ CLEANOUT OUTSIDE OF NEW
- - O
ONSTRUCTiON FILTER SOCKS TO (UNDER SEPARATE SiDE \
cn
DE INSTALLED TO ANY CATCH SEWER PERMIT)°
13ASiNS DOWNSTREAM FROM THE -
ONSTRUCTiON 51TE PER CiTY OF
EDMONDS REQ'T5
I N
NOTES:
1. REFER TO SURVEY.
2. ALL UTILITIES TO BE LOCATED AND VERIFIED PRIOR TO ANY GROUND DISTURBANCE.
3. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS,
CiTY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MIGHT 6E
REQUIRED DURING CONSTRUCTION.
4. CONSTRUCTION EROSION CONTROL MEASURES MUST 13E iN PLACE AND APPROVED
BY CiTY OF EDMONDS PRIOR TO ANY EARTH DISTURBANCE.
SCHEDULE AN INSPECTION APPOINTMENT FOR THiS ITEM.
5. NO SEDIMENT SHALL 6E TRACKED ONTO PAVED STREET OR ROADWAYS. SEDIMENT
SHALL DE REMOVED FROM TRUCKS AND EQUIPMENT PRIOR TO LEAVING THE
CONSTRUCTION SiTE. iN THE EVENT OF FAILURE OF THE TESC SYSTEM RESULTING iN
SEDIMENT TRACKING ONTO PAVEMENT, THE CONTRACTOR SHALL IMPLEMENT
MEASURES IMMEDIATELY TO CORRECT THE SITUATION. THE CONTRACTOR SHALL
EMPLOY EMERGENCY MEASURES TO REMOVE SEDIMENT FROM PAVED SURFACES,
AS NECESSARY. STREET SWEEPING SHALL BE CONSIDERED AN EMERGENCY
MEASURE. WASHING OF STREETS 15 PROHIBITED.
6. AFTER CONSTRUCTION 15 COMPLETE, ALL EXPOSED EARTH SURFACES WiLL BE
LANDSCAPED WiTH SUiTA13LE VEGETATION TO PREVENT EROSION FOR THE
PERMANENT CONDITION.
7. ALL DISTURBED AREAS TO BE COMP05T AMENDED PER 2019 SWMMWW 13MP T.5.13.
OWNERICONTRACTOR 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
ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL.
ENGINEERING DIVISION
APPROVED
12/13/2023
BLD2023-0976
RS-1 2 -'
Zone Corner Flag :
Setbacks: Required Actual
Front 25
7'4"N
Sides 0 46'9"S
251
117�
Rear
Other ---- = 17'9
Height 25
Nothing in the permit approval process shall be
interpreted as allowing or permitting the maintenance
of any currently existing illegal, nonconforming or
unpermitted building, structure or site condition which
is outside the scope of the permit application, regardless
of whether such building, structure or condition is
shown on the site plan or drawing. Such building,
structure or condition may be the subject of a separate
enforcement action.
APPROVED BY PLANNING
Nov 20 2023
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
0
I
N
N
NATIVE BACKFILL MATERIAL 8„
I
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2" x 2" WOOD/STEEL POSTS -\
WIRE MESH FENCE
01 1 1 1 1 1TO SUPPORT FILTER
I FABRIC
N
cn `BURY BOTTOM OF FILTER
N MATERIAL 8" TO 12"
6' MAX
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT.
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION
ACTIVITY.
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
REVISION DATE
FILTER FABRIC FENCE JANUARY 2018
FILTRATION SYSTEMS
STANDARD
DETAIL
APPROVED BY: R. ENGLISH E R - 9 00
ZONE:
EXISTING
PROPOSED
LOT COVERAGE:
R5-12
LOT AREA:
EXISTING HOUSE:
EXISTING GARAGE:
EXISTING SHED:
EXISTING PLAYHOUSE:
EXISTING LOT COVERAGE:
ALLOWED LOT COVERAGE:
EXISTING HOUSE:
NEW ADDITION:
NEW DECK:
EXISTING GARAGE:
EXISTING SHED:
EXISTING PLAYHOUSE:
PROPOSED LOT COVERAGE:
ALLOWED LOT COVERAGE:
(0.72 ACRES) 31,276.3 SF
1362.2 SF
897.5 5F
169.5 SF
36.1 SF
2,465.3 5F
31,276.3 SF X 35%=10,946.71 SF OK
1,326.5 5F
510.1 SF
356.9 5F
897.5 SF
169.5 SF
36.1 5F
3,296.6 SF
31,276.3 5F X 35%=10,946.71 SF OK
EXISTING EXISTING HOUSE/ROOF:
IMPERVIOUS EXISTING GARAGE & SHED/ROOF:
SURFACE: EXISTING PLAYHOUSE/ROOF:
EXISTING BRICK PATIO:
EXISTING DRIVEWAY:
EXISTING TOTAL IMPERVIOUS SURFACE:
PROPOSED EXISTING HOUSE/ROOF:
IMPERVIOUS EXISTING GARAGE & SHED/ROOF:
SURFACE: EXISTING PLAYHOUSE/ROOF:
EXISTING DRIVEWAY:
PROPOSED ADDITION/ROOF:
DEMO EXISTING BRICK PATIO:
TOTAL PROPOSED IMPERVIOUS SURFACE:
NEW/REPLACED NEW ADDITION/ROOF:
IMPERVIOUS
SURFACE:
TOTAL NEW & REPLACED IMPERVIOUS SURFACE:
RESIDENCE
1 12''
CLEANOUT (MAX)
(TYP)
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CLEANOUT
WITH 45'
BEND AND
CAP
NOT TO EXCEED 100' BETWEEN CLEANOUTS
CLEANOUT (WYE WITH CAP
AND CLEANOUT COVER) AND
CONCRETE LEVELING COLLAR
FINISHED GRADE
P
4" OR 6" SIDE SEWER J
GENERAL CLEANOUT DETAIL
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LEVELING COLLAR -
SEE NOTE 4
12" PVC SLEEVE J
6" RISER
6" WYE AND
45' BEND
1,545.1 SF
1,232.3 5F
49.1 SF
92.4 SF
3,906.7 5F
6,825.6 5F
1,545.1 5F
1,232.3 SF
49.1 SF
3,895.2 5F
522.7 SF
-92.4 5F
7,152 5F
522.7 5F
522.7 SF
12" LOCKING COVER
SEE NOTE 3
END OF PIPER GRIPPER PLUG
(CHERNE 27061 OR APPROVED
EQUAL)
6" CITY STUB
4" OR 6" J
SIDE SEWER CLEANOUT DETAIL
AT PROPERTY LINE/CITY EASEMENT
12" LOCKING COVER
3:
SEE NOTE 3
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LEVELING COLLAR
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SEE NOTE 4
1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE
U ig
ASPHALT SURFACE
GASKETED.
2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX.
12
//N.
N.WITH
N. N.
3. SEWER CLEANOUT TO BE 12" CAST IRON CLEANOUT COVER
1/2" HEX BOLTS AND A PICK HOLE. EAST JORDAN
1 FOOT LONG 12" PVC
IRON WORKS PRODUCT #00366102 OR APPROVED EQUAL.
SLEEVE
6" RISER
END OF PIPE GRIPPER
4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS:
PLUG (CHERNE 270261
. IN ROADWAYS PER COE STD DWG GU-424
OR APPROVED EQUAL)
• IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6"
TYPICAL
CLEANOUT
DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP
UNDER ASPHALT OR CONCRETE
CONCRETE COLLAR
`St. 18y�
REVISION DATE
CITY OF EDMONDS FEBRUARY 2023
SEWER CLEANOUT DETAILS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH S S- 2 0 0
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9716 REGISTERED
ARCHITECT
HEIDI MICHELLE HELGESON
STATE OF WASHINGTON
H 2 D
A R C H I T E C T U R E
+
D E S I G N
23020 EDMONDS WAY, #113
EDMONDS, WA 98020
P.2065423734
www.h2darchitects.com
DATE: 8/2/2023
REV 1: 9/18/2023
PERMIT SET
SITE PLAN
RESUB
Nov 02 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT