APPROVED PLN ENG RESUB3 BLD2024-0295+SITEPlan+11.13.2024_9.10.02_AM+4616325 2GRATE
FILTER SOCK WiTH
OVER FLOW HOLES
(TYP)
iIN
NOTES:
CATCH BASIN
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN
THIS APPLICATION AT ALL TIMES DURING
CONSTRUCTION PERIOD.
2. ANY SEDIMENT IN CATCH BASIN INSERT
SHALL BE REMOVED WHEN INSERT IS
ONE-THIRD FULL.
3. CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
TEMPORARY
REVISION DATE
JANUARY 2018
CITY OF EDMONDS
SEDIMENT TRAP
STANDARD
�. PUBLIC WORKS
FOR CATCH BASINS
DEPARTMENT
DETAIL
'St. 189�)
ER-902
APPROVED BY: R. ENGLISH
CONTOUR LINE
(TYP)
ANGLE TERMINAL
END UPHILL 24" TO 48"
TO PREVENT FLOW
AROUND WATTLE (TYP) 2"x0x24" UN -TREATED
WOODEN STAKE (TYP)
WATTLE
p1 TRENCH, SEE N:MIN
2 �3" MIN
Y 4" MAX
2" -
5"
2%2"x24" UN -TREATED
WOODEN STAKE (TYP)
PLAN VIEW
AREA AVAILABLE FOR SPACING VARIES
SEDIMENT TRAPPING SEE WATTLE SPACING
(TYP) TABLE (TYP)
WATTLE (TYP)
SEE DETAIL
SECTION A -A m
WATTLE INSTALLATION ON SLOPES
8" DIAMETER
MIN
WATTLE DETAIL
8" DIAMETER WATTLE
SPACING TABLE
SLOPE
MAXIMUM SPACING
1H:1V
10'-0"
2HAV
20'-0"
3H:1V
30'-0"
4HAV
40,-0"
>4H:1V
ONE RUN ONLY
NOTES:
1. COMPOST WATTLES RECOMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMENT APPLICATION.
2. ON SLOPES, INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOURS.
INSTALLATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(10).
3. RUNOFF SHALL NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECESSARY TO PREVENT
UNDERCUTTING.
4. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF. REMOVE
SEDIMENT AND ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND
SURFACE.
REVISION DATE
CITY OF EDMONDS WATTLE INSTALLATION JANUARY 2018
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
FSf. IB90 APPROVED BY: R. ENGLISH ER-903
APPROVED BY PLANNING
Nov 21 2024
Per ECDC 16.20.040(A), an Average Front
Setback has been determined to equal 18.83'
reduced from 25.' Average Front Setback to run
with the land.
Zone ..
--------------
RS-12 - Corner
Flag
Setbacks: Required
Actual
Front
18.83'
------ -----'
20'
=-----------
Sides
N=10'
:-----------'
; N= 14.5:
=----------•
25'
29' 10"
Rear
:------ ----•
----------------------
------------
Other
25'
20.2'
Height
•----------•
-------------
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.
SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
LOT 9
CB (TYPE 1)
I- F 1 w - - - - - - - Ei(N) 80� 68'202.98'
APPROX. AREA 0 LANDSL DE �
HAZARD/ STEEP SLOPE (PER Q APPROX. AREA OF LANVSLiDE HAZARD/ I I 1E(S) 8"CONC=203.48'
/ EDMONDS GiS MAPPING, EE
� 0) oz b STEEP SLOPE (PER EPiMOND5 Gf5 i IE(E) 4"PVC=203.88'
SHADED AREA, TYP.) o wLLJ MAPPING, SHADED AREA, TYP.)
I I I n .zs Q w to I----
/ EX ASPHALT •'�I
LOW POINT I d FOUND IRON PIPE
0 / DRIVEWAY � � p 0.11'N OF LiNE / 6/EVG 2 `
EL=189.6' `i- I o N I -_ () 1 I i i
& 0.45'E / ' �
_ _ - _ 1 _ N_'36,16" W 100.00' _ /FROM PROPCOR/ / 1 ' v i
/ w - N_88 618 20.00- I i
FOUND REBAR/CAP / L moo/
L5# 9567 I / N O / / , E\7GJ2) �/y(v1 I
0
0.42'EOFLINE T I I / �wQ�rn
&0.43'S
FROM PROP COR I LU w d / --
CQ / I EX CONC.
I I I �lSj t N / /o DRIVEWAYOZ
I I L BT \ o a-/
I �
I I I EXTENDED ROOF OVER yfGy`9yj,, w�$z 7--
PROPOSED N I I
I I I ADDiTiON (TO ¢� - o c� PROVIDE TREE PROTECTION FENCING Cad
PROVIDE WATTLES ALONG I I I I MATCH HEIGHT & SLOPE ���� \ o z / / / APPROX. LOC. OF \ EX 6" MAPLE IN PLANTER A5 REQUIRED
OF EXISTING ROOF �L \ w / PROPOSED HEAT \ I BY CiTY OF EDMONDS, TO BE PROVIDED EE
7il
TOP OF SLOPE ADJACENT I I MAP 1, /
m T , I AT DRiP LINE OR GREATEST EXTENT
TO AREA OF WORK, AND , b � , o I PUMP, VERIFY IN FIELD \ � I
INSTALL SEDIMENT TRAPS I rn I T r-- I / PO551BLE OUTSIDE AREA OF WORK CB TYPE 1
POST BELOW Ca) DRVWY \ NEW IMPERViOUS \ I I I ( )
AT ALL AREA STORM T I I EX I RiM=206.36'
DRAINS ADJACENT TO I I B (95.6') r----�195i9`i- PLAN ER ' 182 A (203.0') \\. PLANTER 1 **AVERAGE FRONT 5ETBACK I iE(N) 8"GONG=204.76'
AREA OF WORK, TYP., PER I I I I -r • iE(E) 4"PVC=205.26'
6- ♦ - - FOR ADDITION 15 REQUESTED „
CITY OF EDMONDS REQ'S - 19'-11 11/16"+/-' I iE(5) 8 PVC=204.96
\ I i HATCH: PROPOSED PER ECDC 16.20.040.A; REFER
\ TAD RiM= I , I PPITiON (HEATED PROPOSED I / TO: CALCULATIONS, THiS SHEET;
I I \ 195.53' I 5 CE & COVERED �IX FRONT SETBACK** i I SURVEY SHEETS 1-3; AND WALL
c I I I I DE OVER EX �I0 I EX GRASS WM I SECTION 2/A4.0
CD I I I/ GARAGE P DECK) IZ I YARD W- '
O I I I �I• I I
EX. F.O.C. WALL I
W I I I I I 0 I ICI (SEE 2/A4.0) I o I C L
41
EX I I I II I ', 61" MAP
GRASS I - I AVF. FRONT SETBACK** I I p
to I I I YARD I I I l I� I 25'-0" _-
CL
Q
tCD
I / I I EX.8.5'X16.5' I r-� MIN. IF SETBACK** i I V '
z m S I PARKING
rT
' STALL I L -J I t
>� -t t 2lI I I -CLiNE OF EX. 1 II 13' 1/2"+/- o
I #PROX. LOP. OF EX. 55 LiNE I I I GARAGE I / EX. FRONT I o W - I
I 1 I Cad GRADE FLOW (SEE S I BELOW I I / I � r"'
I I SURVEY F R CONNECTION TO I EaX
irn I I // 5E BACK . o N LO
PRIOR
LiNE; VER. LOC. iN FIELD I I I EX. LOWER FF / EX CONC. LU
YIRIOR TO �TARTiNG WORK) I I EL 196.3' o PORN�H WALK & I I/ 10 i
I o STEPS
1 1 I5'-0" 1 EX MAiN II I °< IJ L- I \�� I 'I 1 z 3
MIN . REAR I FLR. DECK I w Iw HiGH POINT t o I I -0
/ I I STBACK BELOW PATIOII II EL = 204.13' z I
/ I ► I I ) I I 121711thPLN I - I z
I I I I I I EDMOND5, WA 98026 \ I I
LOT 8
I I< I I I PLANTER
•I T I I // I I L-J �� I I EX GRASS I
I `d I I I I I I YARD
// I I SiTE TBM
I RED WASHER =
I ILl \ELEV=208.18'
I I I C (195. ') / I EX (HECK II II - J
m ❑( D (2035) I I I \
ACU
FOUND REBAR/CAP
LS# 9567
0.11'E OF LiNE & 0.34'5
FROM PROP COR
SITE PLAN
N 88036'18" W 100.00,
SCALE: 1" =10'
SiTE PLAN NOTES:
1. REFER TO SURVEY. GUTTERS/DOWNSPOUTS SHALL
2. ALL UTILITIES TO BE LOCATED AND VERIFIED PRIOR TO ANY GROUND DISTURBANCE. DRAIN TO SPLASHBLOCKS
3. REFER TO STRUCTURAL ENGINEERING DRAWINGS AND CALCULATIONS FOR ADDITIONAL
INFORMATION AND REQUIREMENTS.
FOUND REBAR/CAP
LS# 9567
0.03'E OF LiNE
& 0.45'5
FROM PROP COR
I I \
I � \
I I
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
I
I
----------------------------------------
CULVERT
iE(N) 8"PVC
1=206.36'
I
I
I
-a
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.
ENGINEERING DIVISION
APPROVED AS NOTED
Jd,1 w4Atn,,mt 11/14/2024
VV
LAND USE CODE COMPLIANCE STATISTICS
ZONE: R5-12
EXISTING LOT AREA: 9,999.00 5F
LESS AREA OF SHARED ACCESS EASEMENT: 1,240.00 SF
TOTAL LOT AREA FOR LOT COVERAGE CALCULATIONS: 8,759.00 5F
REQ'D 5ETBACK5: FRONT (EAST)* 25'
PROPOSED FRONT (EAST) 16'
REAR (WEST) 25'
SiPE (NORTH)* 10' (OFF 30' ESMT.)
PROPOSED SiDE (NORTH) O' (OFF 30' E5MT.)
SiPE (SOUTH) 10,
*FRONT SETBACK REQUESTED TO BE REDUCED ViA AVERAGE FRONT 5ETBACK PER ECDC
16.20.040; SiPE (NORTH) 5ETBACK REQUESTED TO BE REDUCED ViA VARIANCE REQUEST.
PARKING: 2 PARKING SPACES
BUILDING HEIGHT
INFORMATION: BUILDING HEIGHT LiMiT: 25'
REFER TO SHEETS A2.0 & A2.1 FOR DETAILED HEIGHT INFORMATION (ADDITION ROOF SHALL NOT
EXCEED EXISTING RIDGE HEIGHT)
LOT COVERAGE:
PROPOSED LOT
COVERAGE**:
35%
MAiN FLOOR ADDITION & COVERED DECK**: 0 SF
EXISTING LOT COVERAGE: 3,022.0 5F
TOTAL PROPOSED LOT COVERAGE: 3,022.0 SF
34.5%
**NO CHANGE TO EX15TiNG LOT COVERAGE PROPOSED A5 ADDITION SHALL BE BUILT ENTIRELY
OVER EXISTING GARAGE & UPPER DECK WiTH OVERHANGS LE55 THAN 30".
PROPOSED IMPERVIOUS
AREA: ADDITION ROOF OVERHANGS: 18.2 SF
PROPOSED GROSS
FLOOR AREA:
PROPOSED MAiN FLOOR CONDITIONED AREA:
460.8
SF
EX15TiNG MAiN FLOOR CONDITIONED AREA:
1,511.0
5F
EXISTING LOWER FLOOR CONDITIONED AREA:
1,455.6
SF
TOTAL PROPOSED CONDITIONED AREA:
3,427.4
SF
EXISTING LOWER FLOOR UNCONDITIONED AREA (GARAGE):
366.3
SF
ALSO GROSS FLOOR AREA TABLE ON FLOOR PLAN SHEET AV)
AVERAGE FRONT SETBACK CALCULATIONS
REFER ALSO TO SURVEY SHEETS 1-3 iN PLAN SET
CALCULATIONS AND APPLICATION PER EDMONDS COMMUNITY DEVELOPMENT
CODE SEC.16.20.040.A
PER SURVEY SHEET 1, THERE ARE 6 LOTS ALONG THE WEST SiDE OF 11th PL N
BETWEEN ViEWLAND WAY AND PUGET DRIVE; LOT NUMBERS ARE 7-12. THE
EXISTING FRONT 5ET13ACK5, PER SURVEYOR'S DATA (AND INCLUDING PILLARED
FRONT ENTRYWAY AT LOT 8) , ARE LISTED BELOW:
EX. 5ET13ACK (DEC.
LOT # FEET)
7 40.40
8 13.38
9 19.20
10 21.50
11 9.50
12 9.00
AVERAGE: 18.83 (DEC. FEET) FRONT SETBACK
AVERAGE EXISTING GRADE
POINT
ELEVATION (DEC. FEET)
A
205.0
B
195.6
C
195.9
D
205.5
AVERAGE GRADE:
199.5
+ 25.0
HEIGHT LiMiT:
224.5
LOT SLOPE CALCULATIONS
HiGH POiNT:
204.13'
LOW POiNT:
189.60'
ELEV. DIFFERENCE:
14.55'
HORiZ. FIST. BTWN.:
119.92'
LOT SLOPE:
12.1%
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9716 REGISTERED
ARCHITECT
GST
DI MICHELLE HELGESON
ATE 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.206.542.3734
www.h2darchitects.com
DATE:
3/1 /2024
REV 1:
10/16/2024
REV 2:
11 /13/2024
PERMIT SET
SITE PLAN, LAND USE CODE
STATISTICS
RESUB
Nov 13 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT