601 2ND AVE N.PDFiiiiiiiiiiii
4778
601 2ND AVE N
PLANN ING DATA
SINGLE FAMILY RESIDENTIAL
=FILE I
Name/ G5-7-o(Ooc) a 0 44o6�
D ate:
Site Address: ok,�, 4(f M� Cv 3
Plan Check # 6/; Z.0 I Y/(g S-
Project Description:
Reduced Site Plan Provided: fE/ NO)
Zoning: �-6
Map Page------,
Corner Lot: (YES
Flag Lot: (YES
Critical Areas Determi ti n
I .
Study Required
Q,Waiver
SErA D�t—ermination:
CEC-Exempt
El Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist El APO List with notarized form
Required Setbacks
Str t: —F�i'(Jle:
/V
Side-
Rear-
Actual CIL
Street: 20 -1-
Side: -7
Side:
Rear:
Detached Structures:
El Rockeries:
El Fences/Trellises:
El Bay Windows/Projecting Modulation:
&EStairgqg�
Height 4r
Datum Point:
L4
Datum Elevation: too
Maximum Height Allowed:
Actual Height:
Other
Parking Required: Z,
Parking Provided:z-
Lot Area: /0
Maximum Lot Coverage: 35% Proposed: -a 2_
Lot Coverage Calculations: VS;L Wd L),4, 1 0/ "7d, UJL e--
ADU Created: (YES
Subdivision: ZO Morfe— Addc &n 412 Ey'voln
C/C
Legal Nonconforming Land Use Determination Issued: (YES
Comments
4
/I L'7 '- ' — -'- / F
ib( 1) (0 fiy q a r
1 41- Z) (of n
t't-c\x-
Plan Review By: 4(11�(/17 f �/, 11&�t V
r
9�
Planning Data Form 04-11-06.doc
ED
C VIED
City of Edrn&AIREET FILE
Site Classification Worksheet' OCT 17 2014
E
uEVELO�m'.NT SEVICES CTR.
Page 1 of 2 CITY OF EDMONDS "c. lg9Z
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 1 or Category 2), or a Nfinor Site. Please reference the Glossm (pp. 10-11), Figures D and
E, (op. 8-9), and Examples (pp. 11-12), to assist with coml2letion of this worksheet.
1) . Is Permeable Pavement' Proposed For Use on this Site? El - vfes "t'
Refer to Stormwater Supplement Chapter 5.1 V�j- No
If YES, the subject 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 Stormwater Supplement Chapter 2 and Fig. C
Line 1: Identify the Non -Regulated Impervious Surface Area.
Line 2: Identify the Replaced Impervious Surface Area, dividing the total between ExeMpt and Reizulated; 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.
Line 3: 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.
Line 4: Enter the sum of the total Replaced -Regulated plus the total New impervious areas.
Line 5: 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.
Line 7: Identify the total area proposed to be mitigated through the use of Low Impact Development Techniques.
Line 8: Identify the total area proposed to be mitigated through conventional Stormwater Management Techniques.
** Provide a copy of the following table on the drainage plan sheet for the proposed project **
Line
Type
Area (square feet)
1.
Non -Regulated
(16Q,
Exempt
Regulated
2. Replaced
C,
N,
3. New (Post 1977)
+
4. Total Regulated Impervious Area
Mitigation required if in excess of 2000sf
5.
Total Area Mitigated by Existing Stormwater Management System(s)
6.
Regulated Area Not Yet Mitigated
7.
Area Proposed to be Mitigated by Low Impact Development Techniques
Area Proposed to be Nfitigated through Conventional SWM Techniques
AJgW */ /KpE5-,!'V10VS
(e.g. porous asphalt, porous concrete, paver blocks, concrete open celled paving grids, or plastic lattices filled with turf or stone)
Revised on 310512012 E72-SWM—Erosion—Control-03.05.12.doc Page 5 of 12
City of Edmonds
Site Classification Worksheet -
Page 2 of 2
3) Determine the Total Area of Land Disturbing Act I ivity sf
Refer to Stormwater Supplement Chapter 8
4) Determine the Quantity of Grading, Fill and/or Excavation
5) Will the project convert 3/4 Acre or More of Native Vegetation to Lawn or El Yes <No
Landscaped Ar61?
6) Identify the Watershed the Existing Site Runoff Discharges to
Refer to Stormwater Supplement Chapter 2.3
Based on Site Location andWatershed Map — Figure-C. Check all that uply.
A. R Direct Discharge B. R Creek or Lake Basin
• Edmonds Way Basin
• Puget Sound Basin
o Puget Sound Piped Basin
DETERMINE PROJECT CLASSIFICATION USING THE INFORMATION ABOVE
AND THE PROJECT CLASSMCATION CHART (Figure B, pg 4)
11 Small Site - Category 1 E SmaH Site - Category 2 0 Minor Site
Stormwater Supplement Stormwater Supplement Stormwater Supplement
Chapter 5 Chapter 5 Chapter 6
"I
Revised on 310512012 E72-SWAt_Erosion—Control-03.05.12.doc . Page,6 of 12
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04
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APPLIGATIOIC(" 'BUILDING. PERMIT1, pp.
X�t I No. ............... 5, .......
P
CITY OF EDMONDS Building DepartMent 14 � g,
4s; ermit antit, �ne'
APPLICATION is herebymade for a perri,,it to constr
LICt t e following %vork., ill. accor.4atice- �"th the accom,
panying plans and specifications.. Two . P. ., ;. ... � I I
sets are submicted hei th f
or app:*0va
new i.�' aiter
OFf -St. pp,4w
' , f.. , : ;. �.-, �
%Vork
i�Parking .............. *:�..�.,...`
a0dn rct)air . ..... .
.................... .................... ............
..... ............. . .. ... ..
t'. cctipancy..: .............. z6ne .... L, ........... tt
p ........................ ........... ... ..... . .....
0 c ......
..........
A
i4c -
B1
ld
................. ........ .................. Lot ................. A19
. . ........ ...... . .......................................
Lot frontage ........... ........... ;1 ........ /\rca .................. ...... ......... L...
.......... ............. ......... . ........... .
Bid,;. set",b'acks' fe-imit.... tL',
........................ r. side .................. .. �idc .. . ..........
...............
fv
.... ...... .........................
0-,\rncr ..... .................. .
........................................ Addres ........... . . N
Builder ........................................ .............. .......... Address...: ..... i 'T I No ................
............. ............ .......
.......................................................
f�� Plans by':'
"T N o— ............. :t..2
Addrrss, .... Z.E .......
/*
............................... ............. ........
............................. ....
A .............. ......
.................... . ...... .......
h plicable Codes
1; The above is a correct statcmcn�, and:1,itgrec to romply W!t
a6d Statti. laws regulatin I
work.`
w
Signed - 0 .,r/A,,,,,k ............. ............................................. .....
Ad ii�ss.! ........... ................. ......... Date.. ........ .
PERMI. for the above workj'�; herel�y approved, subject to:tht�abovc c,iiiditioii,;�,-afid�i6;cbinpliance with the
a
p�
proved plans and specification!6., and Building Department n ions thcrron.
1. Valuation . .......... ......... 77�.�, ............... Permit fe .. ..... . .
e . . ..... .. ........
Recd. b3 11*****.f'1'11* ............................. ........ .. .
Building Department, By ............. .......... ...........
................... ...... Date ....................
......................................... i .......
INSPECTION RE OR
Fdn, OK A
.......................
........... Frzme, OK ...................... ....................... Fina
.............................. A
This Per4Lit does not Cover Pllorlbi?lg, Sea or `Elcctrical i,,i�allatiqns.'
, 7i
10 i
ON
APR
APPLICATION
for
The City of Edmonds SIDE SEWER PERMIT
NEW CONSTRUCTION E] REPAIRS E:] EASEMENT No . ..........................................
112-09800
OWNER.......... Loran ... Stewart ................................................................. CONTRACTOR .................................................................................................. PERMIT No . ......................
ADDRESS ..... 60.1 --- 2ad --- Ave...-N - ------------------------------
�j
0
0
.................... LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................
NAMEOF ADDITION .....................................................................................................
Dye Tested On Sewdr 1972
Approved:
DATE................................................ By ......................................................................
PIL
EX15TINC7 POOL
HOU5E
5.F.)
INC, FF40
OVqNER5
ARRON and LENA MAUL
ADDRE55
601 2ND AVE
EDMONDS. ViA5HINGTON q8020
LEGAL OF-5CRIPTION
MORSE ADDITION TO EDMONDS
BLK 000
0-00 LOT 4
TAX ACCOUNT NUMBER
005201-000-004-00
CONTRACTOR
DESIGN YqORK5 CONSTRUCTION CO., INC.
BRUCE O'NEILL
15000 VILLAGE GREEN DRIVE #26
MILLL CREEK, K66HINGTON q5012
425 331 3q6b office
206 q12 1664 cell
425 225 52qq fax
LOT COVERA,57E
LOT AREA
14,10b.50 5.1'
ALLOVqABLE COVERAGE (35%)
4,q5l.q5 5,F
COVERAGE
Existing house
1,624.00 S.F.
Existing garage
0.00 S.F.
Existing carport
400.00 S.F.
Existing shed
146.00 S.F.
Existing pool house
bb.00 S.F.
Existing deck
1 c12.00 5. F.
TOTAL EXISTING
2,450.00 5.F
Additional deck (8,24-1c`12)
632.00 S.F.
TOTAL ADDITION
692.00 S.F.
TOTAL
5,082.00 5.F
PERCENT COVERA6E
22%
15QUARE FOOTAGE
MAIN FLOOR (existing) 1,624.00 S.F.
LOkNER FLOOR (existing) q00.00 S.F.
TOTAL LIVING (heated) 2,524.00 5.F.
LOT DATA
ZONING,
SET BACKS
FRONT
SIDE
51DE
BACK
HEIGHT CALULATION5
POINT A
POINT B
POINT C
POINT 0
AVERAGE
ALLOVIABLE
ACTUAL (existing)
R5-6
ALLOVqABLE PROP05ED
20.00 20
5.00 5
5.00 5
15.00 62.5
101.00
qq.50
qq.50
107.50
101.88
126.65
11 &.25
L)
rz'.:
EX15TINC7 DECK
EXISTING HOUSE (Including overhangs)
221 q.20
S.F.
EXISTING, CARFORTand 5HED(including overhangs)
444.15
S.F.
W12 5.F.)
EXISTING A5HPALT DREWNAY
S.F.
MH COVER
�DATUM 100.0 01 1
LIVING
EXISTING, V\tALK5
100.00
S.F.
256 sel ft
EXISTING POOL DECK (includes main floor deck)
1 W.00
S.F.
MA5TERBORM
BATH
48sl
KITCHEN
ft
EXISTING POOL
462.50
S.F.
23qsqft
EXISTINO HOUSE
JL_J
TOTAL EXISTING,
S.F.
NEIN MAIN FLOOR DECK (included In exist pool deck area)
632.00
S.F.
b
TOTAL NEYq IMFERVIO5 (NO NET CHANC7E)
J
-4.
08
MO. EA
EX15TIN6 ROOF AREA06
(221 q.20
C'.
It's)
0
SBIJ
Q% SP
"INN-
tO
LOT AREA 1416b.5 5-F.
01-548,
.2ND,4
V
L
51TE r"'LAN
5cale 1 11 = 10'
60 1 2nd AVE
19
Nothing in this permit approval 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 of 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.
OWNER/CONTRACTOR RESPONSIBLE
FOR LOCATING ALL ON -SITE UTILITIES.
RELOCATIONVREVISION TO ANY UTILITIES
MAY REQUIRE SEPARATE PERMIT.
F
Applicant shall repair/replace all damage to
utilities or frontage Improvements in City
rlght-of-way per City standards that Is caused
or occurs during the permitted project.
APLPRZOED BY PLA NING
STREET FILE
Zone C o mer Flaa
Setbacks 0 deck -
Front &- '?0 +
Sides lvl�
Rear
Other
t 0 5 jLP-i-q'It -
APPLICABLE CODE!5:
2012
INTERNATIONAL BUILDINO CODE
2012 INTERNATIONAL RE51DENTIAL
CODE
2012 INTERNATIONAL MECHANICAL
2012
INTERNATIONAL FUEL 6A5 CODE
2012 INTERNATIONAL FIRE CODE
2012 EX15TINOBIJILDIN&CODE
2012 INTERNATIONAL PROPERTY
MANAOEMENT CODE
2012 VqA5111NOTON 5TATE ENEROY
CODE
2012 UNIFORM PLUMBINO CODE
2012
INTERNATIONAL CODE COUNCIL
PERFORMANCE CODE
5TATE AMENDMENT5 A5
ECDC TITLE 1q
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OCT 17 2014
31EVELOF MM,1'
My OF EDYMONIDS
MITI=
10/15/2014
SCALE:
SHEET:
P.1