23220 EDMONDS WAY.PDFIIIIIIIIIIIIII
11019
23220 EDMONDS
WAY
ADDRESS: jCkjtv1UNL4;)
TAX ACCOUNT/PARCEL NUMBER:M�536,27)90,21
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: DETERMINATION: [] Conditional Waiver 0 Study Required Ej Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS
PLANNING DATA CHECKLIST DATED: —
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
SHORT PLAT FILE:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT
FOR -
WATER METER TAP CARD DATED:
OTHER:
LID #:
LOT: q BLOCK:
LATEMMS'PsTomis\Street File Checklist.doc
"79
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SUBJECT-PROPERTY
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City of Edmonds STREET
i, FILE 6
FLIA il
Site Classification Worksheet
Page 1 of 2 4C,
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), Fi gures Q and
E, (vv. 8-9), and Examvles (pp. I I - 12), to assist with comDletion of this worksheet.
1) Is Permeable Pavement' Proposed For Use on this Site? Yes E] No
Refer to Stormwater Supplement Chapter 5.1 X
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, ReDlaced 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 Fie. C 11
Line 1: Identify the Non -Regulated Impervious Surface Area.
Line 2: 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.
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 C'i!y I d & should be included in this total unless they canle
u ateTarea. �_
catego zed separ a
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 miitigated 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)
Non -Regulated
Exempt
Regulated
2.
Replaced
3.
4.
New (Post 1977) 44 4 4 44 44 4
Total Regulated Impervious Area
Mitigation required if in excess of 2000sf
+
5.
1 11
6.
Total Area Mitigated by Existing Stormwater Management System(s)
11-1- 1. 1 11 1 ----------- �_,__7_
Regulated Area Not Yet Mitigated
7.
Area Proposed to be Mitigated by Low Impact Development Techniques
8.
Area Proposed to be Mitigated through Conventional SWM Techniques
I (e.g. porous asphalt, porous concrete, paver blocks, concrete open celled paving grids, or plastic lattices filled with turf or stone)
Revised on 3105P-012
E72-SWAf-Erosioii-Coyztrol-03.05.12.doc
Page 5 of 12
City of Edmonds
Site Classification Worksheet
Page 2 of 2
of EDAI
rp
3) Determine the Total Area of Land Disturbing Activity sf
Refer to Stormwater Supplement Chapter 8
4) Determine the Quantity of Grading, Fill and/or Excavation --Aa—cy
5) Will the project convert 3/4Acre or More of Native Vegetation to Lawn or El Yes No
Landscaped Area?
6) Identify the Watershed the Existing Site Runoff Discharges to
Refer to Stormwater Supplement Chapter 2.3 11
Based on Site Location and Watershed Map — Figure-C. Check all that apply.
A. I& Direct Discharge B. El Creek or Lake Basin
XEdrnonds Way Basin
o Puget Sound Basin
o Puget Sound Piped Basin
DETERMINE PROJECT CLASSIFICATION USING THE INFORMATION ABOVE
AND THE PROJECT CLASSIFICATION CHART (Figure B, pg 4)
El Small Site - Category 1 El Small Site - Category 2 >�Xlinor Site
Stormwater Supplement Stormwater Supplement Stormwater Supplement
Chapter 5 Chapter 5 Chapter 6
Revised on 3105P-012 E72-SWM-Erosion-Cont?-ol-03.05.12.doc Page 6 of 12
BUILDING INFORMATION
SCOPE OF WORK - 'N
• IMPROVE THE EXISTING ADA PARKING SPACE FOR MAXIMUM SLOPE OF 2% GRADES.
• PROVIDE AN ACCESSIBLE PATHWAY FROM THE PARKING TO THE EXISTING BUILDING
ENTRY BY RESURFACING THE -EXISTING WALKWAY AND CONSTRUCTION OF A 1:12
SLOPE RAMP IN COMPLIANCE NTH ADA STANDARDS FOR ACCESS RAMPS AND
HANDRAILS.
AREA OF CONSTRUCTION: 588 SF jS_
ADDRESS: 23200 EDMONDS WAY, EDMONDS, WA 98026
STRUCTURE CLASS: COMMERCIAL
STRUCTURE USE: GENERAL OFFICE
SITE AREA: 0.33 ACRES (14,375 SF)
TAX PARCEL NO: 00555300101001
LEGAL DESCRIPTION
RIDGE ACRES BLK 001 D-01 LOT 2 OF SP 49 (2-79) REC AF NO 7903220246
BEING A PTN OF LOT 10 BLK EXST PLAT
BUILDING AREA (NO CHANGE TO EXISTING BUILDING
EXISTING BUILDING SQUARE FOOTAGE:
FIRST FLOOR: 1,685 SF
SECOND FLOOR: 1,343 SF
TOTAL: 3,028 SF
BUILDING FOOT PRINT- 1,685 SF
EXISTING PAVING AREA TO REMAIN: 5,285 SF
NEW CONSTRUCTION OVER EXISTING
IMPERVIOUS AREA: 588 SF
NEW NEW PAVING AREA: 23 SF
TOTAL: 7,581 SF
NON -REGULATED IMPERVIOUS AREA: 7,558 SF
52.74% IMPERVIOUS AREA
PARKING
PARKING PROVIDED: 9 TOTAL (1 ADA STALL)
VICINITY MAP
CODES
CODES USED
AS AMENDED BY WASHINGTON STATE
2012 INTERNATIONAL BUILDING CODE (IBC)
2012 ACCESSIBLE & USABLE BUILDING & FACILITIES (ICC/ANSI A117.1)
LOCAL CODES AS APPLICABLE
71
...........
1, S
EXISTING SITE, PLAN
0 123.0� S 88'54'24" E 25538
MH 232nd T. S.W.
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S 8
93.04 a8'54*24"
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L T2 ASPHALT
LA DSCAPE AR
WOOD CEDAR
BUILDING FENCE ON It
23200 EDMONDS WAT
- - ---- ---- ----
WALKWAY OVE
------------ ----
0
ASPHALT
LANDSC AREA
-S 98ii;24- E x
CYCLONE
NORTH
EXISTING SITE PLAN
SCALE: 1 20'
SITE DEVELOPMENT & EXISTING BUILDING CONSTRUCTION 1979
SITE ANNEXED TO CITY OF EDMONDS 12/ 15/ 1997
FOR
lul:
PROJECT DIRECTORY
OWNER: ANN BRUDVIK / RON LEE
23204 EDMONDS WAY
EDMONDS, WA 98026
PH:
ARCHITECT: CORNERSTONE ARCHITECTURAL GROUP
6161 NE 175TH ST., STE. 101
KENMORE, WA 98028
RICK UTT
(206) 682-5000
PLANNING & DEVELOPMENT:
CITY OF EDMONDS — PERMITTING & DEVELOPEMENT
121 — 5TH AVENUE N
EDMONDS, WA 98020
425-771-0220
DRAWING INDEX
Al COVER SHEET SITE PLANS
A2 DETAILS
AREA OF WORK
NEW ASPHALT OVER
EXISTING IMPERVIOUS
AREA
NEW ASPHALT AREA
INTERNATIONAL ADA
SYMBOL WHITE ON
BLUE BACKGROUND
WITH WHITE BORDERS
CLEAN & POWER
WASH EXIST.
PARKING AREA.
SEAL & RESTRIPE
TO MATCH EXIST.
PARKING STRIPING
GRAVEL:
THRESHOLD
SHALL BE Y2"
HIGH MAX. —
PARTIAL SITE PLAN
NOTES:
• PARKING STALL SLOPE
& ACCESS AISLES MUST
BE LEVEL WITH SLOPE
NO GREATER THAN 1:48
(2%) IN ALL DIRECTIONS.
• ACCESS RAMPS &
ROUTES SHALL NOT
EXCEED 1:12 (8.34%)
SLOPE.
CONTRACTOR SHALL
VERIFY. & LAYOUT
-GRADES & SLOPES &
REVIEW WITH ARCHITECT
PRIOR TO BEGINNING /1
PROVIDE HANDRAILS ON EA.
SIDE OF RAMP RUNS W/ A
RISE GREATER THAN 6', SEE
4/A2.
NEW CONIC.
CURB
6" WIDE TRAFFIC WHITE
PAINT @ 45' ANGLE W/
24" MIN. SPACING TO
36" MAX.
4" WIDE BLUE LINE
6X6 CONIC. CURB
WHEEL STOP OR
PRESSURE TREATED
WHEEL STOP, PAINT
TOP & SIDES BLUE.
SECURE WITH #5
REBAR DRIVEN INTO
EARTH MIN. 24"
NEW ASPHALT
OVER EXIST.
ASPHALT
NEW CONIC.
CURB
ENGINEERING 01VISION
AP ED S INOTEP
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MAR 10 2015
BUILDING DEPARUMENT
CITY OF EDMONDS