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23622 105TH PL W
.105T�4 FL W
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1 112
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C I Eg -.1INE :RI G DIVISION
I PRO E A NO jUL I 2015LNJ
Date:
mw DEVELOP 0
1 26 ENT SERMC p
N1, A
COUNTER
T-
IMPERVIOU5 5U-RF--AC:E-C:ALC;5
RESIMM WITH EAVES 24M
WALK$ A�O LANDWsS ji
DF?JVEWAY 410
TOTAL NEW IMPERVIOUS 25W
ISTRUCTURAL LOT COVERAGE
RESIDE?4C4---/GARAGE Ia62
COVERED PORCH 230
T
S;��
F1 200
LOT COVERAGE % 33%—
NOTE5;
* EXCESS FILL 15 TO BE REMOVED FROM SITE.
* DOWNSPOUTS ARE TO POSITIVE DRAIN: INTO PLAT
STORM DRAIN LNES.
* NO DIRr, MUD, ROM OR DEMS $WALL BE
TRACKED FROM T;E SITE TO TWE STREET
* DIFMCT ALL RU,4OFF TO FILTER FA5RJIC
FE1,CE DURWs CONSTRJCtION
13 ALL DOUN SPOUTS TO BE TrA-IT-LIMD UJV SOLID 4' PIPE OF
APPROVED MATEMAL TO CATCH BASN TWV DRYtLELL TO THE
STOW STUB PROVIDED 9 FRONT OF LOT ALL STOW WATER
TO BE ROUTED TO EXISITWs STOW SYSTEM LM LOCATED
ON 05TH PL W.
BE!40t� lx";ON FIRE WYDRANT
TOPkIUT *TRACf 'F' ELEV 33L30'
TITLE: DATE: 04,? 5Y; J HERR
BURNSTEAD CONSTRUCTION LLC N !Tff
11980 N.E. 24th ST
WOOI)VALE LOT 25 23622 105TH FL WEST
BELLEVUE, WA 98005
SCALE: P=20'
(425) 454-1900 Parcel 01136400002500
ORK SuBJECT
T 0 FIELD
R
LINSPECTION FOR
COMPLI
CODE COMPLIANCE
FCity of Edmonds Building Division
T.V
PLAN
CITY OVED--M—O—ND�§
BUILDING DEpApTaj c
wnole -- IV 9
ADDRESS
OWNER --Surli
ra
WE
APPROVED DATE: 0
BLDG. OFFICIAL
PERMIT NUMBER
8LD 2-0
City of Edmonds
Site Classification Worksheet
Page 1 of 2 WO OD V A t--E-
A ci� ED&
RECEIVE Ln
APR 2 9 2015
Tt_QPWWTSERVlCESCTR./11�-
The project's Site Classification will dictate the specific stormwater management
requirements applicable to your site. Completing this worksheet will help determine the amount of
regulated impervious surface and whether your project falls into the classification of a Small Site
(Category I or Category 2), or a Minor Site. Please reference the Glossary (pp. 10- 11), Figures D and
E, (pp. 8-9)., and Examples (pp. I I - 12), to assist with completion of this worksheet.
1) Is Permeable Pavement' Proposed For Use on this Site?
Refer to Stormwater Supplement Chapter 5.1 El Yes El No
11 X r�3, me suoject area is to be considered impervious for initial site classification purposes. Include total
permeable pavement area in the calculation of Non -Regulated, Replaced and/or New impervious surface
areas in the table below.
2) Determine the Amount and Type of Existing & Proposed Impervious Surface for the Site
Refer to Stonnwater Supplement Chapter 2 and Fig. C
JUAIM.L. luc;lluly tiie i'mon-neguiateu impervious Surface Area.
Identify the Replaced Impervious Surface Area, dividing the total between Exempt and Regulated; either or both
may be zero. Note: For project classification purposes, Replaced Impervious may only be considered exempt
under certain conditions. Refer to the Glossary and Figure D.
LjnL3: Identify the New Impervious Surface Area for your project. All impervious areas created post -July 7, 1977 or
after the date of annexation into the City are regulated & should be included in this total unless they can be
categorized separately as a Replaced -Regulated area.
!4n!L4: Enter the sum of the total Replaced -Regulated plus the total New impervious areas.
jjpL5: Identify the total area currently mitigated by an existing city -approved stormwater management system.
Line 6: Enter the sum of the value in Line 4 less the value in Line 5 to identify the total Regulated area in which
stormwater controls have not yet been applied.
Ling_7: Identify the total area proposed to be rnitigated through the use of Low Impact Development Techniques.
LjpL& Identify the total area proposed to be rnitigated through conventional Stormwater Management Techniques.
** Provide a copy of the following table on the drainage Wan sheet for the proposed priniect
Line
y
Area (square feet)
Non -Regulated
Exempt Regulated
2.
eplaced
New (Post 1977) 4 4 4 4 4 4 4 +
3.
4.
Total Regulated Impervious Area
Mitionti, excess of 2000sf
1 5.
Total Area Mitigated by Existing Stormwater Management System(s) i
6
6.
Regulated Area Not Yet Mitigated
7 7
Area Proposed to be Mitigated by Low Impact Development Techniques 1
8.
Area Proposed to be Mitigated through Conventional SWM Techniques
I (e.g. porous aspha It, porous concrete, paver blocks, concrete open ce I led paving grids, or plastic I attices fi I led with turfor sione)
Revised on 310512012 E72-SWM—Ei-osioii—Coiztt-ol-03.05.12.doc Page 5 of 12
PLANNING =FH- E
SINGLE FAMILY RESIDENTIAL
Name: 1ki Lot-
Date: S--. "— ) �—
Sf te Address:
Tax Parce
611 t-, Llo-ripo 757-0
Project Description:
Plan Check #:
Reduced Site P6n Provided: OES NO)
Zoning:
Map Page:
Corner Lot: NO)
Flag Lot: (YES /e)
Critical Areas Determination #! C-RAn-W-1 Q 1 7 C44.Z-A ot�e
WStudy Required
El waiver o., L c+ I
SEPA Determination: T)
0 Exempt
El Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 11 APO List with notarized form
Required Setbacks
Stre
Side:
Side:
1 45-
Rew.
Actual Setbacks
Street:
[-��de: -7
Side:
Rear:
Detached Structures:
El Rocke'r'ies:
El Fences/Trellises:
Bay Windows/Projecting Modulation:
Stairs/Deck:
Height
Datum Point:
Dal Elevation:
um
Maximum Height Allowed:
ct
A ual Height: 3"
Other
Parking Required:
Parking Provided:
Lot Area: 3eD
maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations: 63e>7
ADU Created: (YES
Subdivision:
Legal Nonconforming Land Use Determination Issued: (YES / 00
Commen&
Plan Review By: Planning (�ata Form D7-14-09.doc
10 5 T �4 FL W
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(D)
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x
le�,WWERING DIVISION NOTES:
PROVED AS NOT BE RE71OVED FROM SITE.
Date: I-G�Jbt ':Z TO POSITIVE DRAIN INTO PLAT
ORM DRAIN LINES.
• NO DIRt, MIM, FOM OR DEEMS 614ALL BE
TRACKED FROM T14E SITE TO T14E STREET
• DIRECT &L F04OFF TO FILTM FABRIC
RECIEWED F04M DUR0,113 CONSTF=ION
• &L DOWN $I=$ TO BE TIGW-LINED W/ SOLID 4' PIPE OF
APPRMW MATERIAl- TO CATW BASIN neN DRYWEU TO nE
STOW VO PROVVED 0 FIRDIC OF LOT ALL STORM WATER
APR 2 9 2015 To BE Rouw To Exisnm STOW SYSTEM LNE LOCATED
ON IMTH PIL W.
DEVELOPMENT SERVICES CTR. 0 BENCHMAW 'A' ON FIRE WrDRANT
CITY OF EDMONDS TOPHU *TRACT T-" ELEY 33IJV'
TITLE;
rol4srumEnownmal .1 Lq'mllk
ti U HIN �i'YEAD U U N �;'I'R U Ull 0 N LLC N VAA 1 r-: V4/.' 11tV I L)MM OT: J HI=KK
W001)V,4LE LOT 25 11980 N.E. 24th ST. 23622 105TH FL WE5—T
EfRO,51ON CONTfROL BELLEVUE, WA 98005 5CALE: I"=20'
(425) 454-1900 Parcel 0 01136400002400
ROOF DO WSPOUT
HOUSE-1
H6USE
0AZOIN .. .. . . 1. 1120 —3' WASHED
(YARD DRAIN ROCK
A N
'v
y D
DRMAIN)
Pvc OWRFLOW
FLOW TO BE CONNE07EO
vspou -ST
TO LOT ORM DRAIN
CLEANOUT
PLANVIEW
NOT TO SCALE
ROOF - 4" PVC OBSERVA 77ON VELL
DOWSPOUT '1104 ' IR F U*5H, To,
F7N NS Or
HEDUGRAD, ROW/ -
]C7OVEMOW LINE
SVPLASH VV— ft TOPSOIL 10,
BLOC 11
BL K
FLOW 1.11AI AN WA
RECEIVED
APR 2 9 2015
DEVEWPMENT SERVICES cTR.
C11Y OF EDMONDS
W TH.m.TER
FABRIC
4 " b1A.
Pvc PPE
4s'
7*0 LOT STORM DRAIN
CLEANOUT
4—FOOr DJAMMR
SECTION HOLE FILLED W7H
"wwmwwww� - TA
ASHED SIMI I NA E
"OV
1 112 —J" W E�j
MOTTO. SCALE DRAIN ROCK AL HIGH
GROUND W4 TER
IABLE
DRY WELL DETAIL
NOT TO SCALE
l..DRY-YEU.$Y$7rbf 15 REQUIRED 70 BE INSTALLED ON EACH LOT
2. ROOF DRAW LWE FROM EACH BUILDING TO BE CONNECTED TO
DR y VELL S ys7EM. 0 VERFL 0 W LINE TO BE CONNEC 7ED TO L 0 T
STORM DRAIN CltANOUT. -
j. DRY BELLS 70 BE WSTAUED A T.77ME OF BUILDING- CONS7RUC716M.
2M
4.: 0M "R 2
lolqmol�. LOT vm-vvez4,
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�METER �35" 4/TER I
3%4''IJI k"
IMPERVIOU55UFFACE CALCS
RESIDENCE WIT14 EAVES
240D
UALKS AND LANDWsS
91
DRtVBAY
410
TOTAL NEW IMPEWOUIS
29W
ISTRUCTURAL LOT COVERAGE
FiESIMCMARAGE
W62
COVERED PORCW
230
TOTAL F/P 60 Fr
2W
$n� LOT C47VERAGE
% 33%
105TH FL UJ
----------- —
N88'37'08"
x4D - — - — --
N IN %, N I'm
STOfRY IRE51DENG
MAIN EL= 331.2'
-1 1/2
26
1 1330,
0
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N88*37'q8" -1 '3213.5'
100.00'I T
14'- 4 112 "
NOTES:
t3 EXCESS FILL 13 TO BE Fir -MOVED FROM SITE,
• DOUNSPOUTS ARE TO POSITIVE DRAIN INTO PLAT
STORM DRAIN LINES.
• NO DIRT, MLD, ROCK, OR DEBRIS WALL BE
TFACMD FRCM T�E SITE TO T14E 571W
• DIRECT ALL RLI�M TO FILTER FABRIC
FENCE DURING CONSTR.JCTION
• ALL DM SPOUTS TO BE TIGW-LHV IJV SOLD 4' PIPE OF
APPR74D MATERIAL TO CATC14 BASIN TWEN DRYUELL TO THE
STOW STUB PRovIDED o FFZNT or- LOT ALL STOW UATER
TO BE R21TED TO EXISITING3 STOW STSTEM LINE LOCATED
ON MT14 PL IlL
• 8ENC4UW lx' ON FIRE WYDRANT
TOPAW *TRACT T-' ELEY 331.30'
2 4'� 10 112 "
w
mom
TITLE: DATE: 04/21 Y: J HERR
B URNSTEAD CONSTRUCTION LLC N �O�
11001)VALE LOT 25 11980 N.E. 24th ST. 23622 105TH Fl- WE5T
BELLEVUE, WA 98005 SCALE: ll.=20'
(425) 454-1900 Parcel 01136400002500
�4EIG�4T CALCULATION& Scanned A 0 ED NG
A = 330'
""TREET FILE
5 = 330'
C; = 330' z0fle
F-) = 330' v
letbacks Corner -�—Flag
AV. OFRIG GfRAC)E = 330' Fronttj
ACTUAL fRIE)GE HT=3E745' Sides�
MAXIMUM fRIDGE H-T- 3. 5, -'� -' Rear
ENFGII,�EERING DIVISION
L
p 0 E AS NOT�Q Othervi
RECEIVED Date:#�u-eigL'IL
APR 2 9 2015
DEVELOpMENT SERVICES CTR-
f�>LA-*1>2- b 6- 0 512 q