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jUN 3 01999
PUBLIC WORKS DEPI
ADDRESS: 009 C Po �
TAX ACCOUNT/PARCEL #: W65(0 DD6 I 0D 2-CO
BUILDING PERMIT (NEW STRUCTURE) #:
COVENANTS (RECORDED) FOR:
a
CRITICAL AREAS #: i'z^ DETERMINATION: ❑ Conditional Waiver ❑ Study Required []Waiver
CRITICAL AREAS'#: DETERMINATION: ❑ Conditional Waiver ❑ Study Required 0 Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORD FOR:
0
PERMITS (OTHER — list permit #'s):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
LID #:
SHORT PLAT FILE:
LOT:
BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE/ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
L:\TEMP\DST's\Forms\Jana's Street File Checklist 5-14-08.doc
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
STREET FILE
Name: oo,� 6� LI2s�--o o
(To �s
Site Address: l o o q P v�- S �_
Date: _A 1�
Plan Check # : AJ - Z61 Z - l o 6!
Project Description:
Reduced Site Plan Provided:((YE / NO)
rZoning: S-- 6-
I
Map Page:
_
Corner Lot: (iq/ NO) Flag Lot: (YES / 0O
Critical Areas Determination 9: 741 i-00!q`?
❑ Study Required
154-Waiver
SEPA Determination:
Vi-Exempt
❑ Needed (for over 500 cubic yards of grading)
❑ Fee ❑ Checklist ❑ APO List with notarized form
Required Setbacks
St r et: -Z
Sidi:
!�
Si
Actual Setbacks
Street:
Side: ' `
I
Side:br-
t
Detached Structures: tg.(S� 7 )d/7,Cr Nw coda' o �Ixrctf
❑ Rockeries:
❑ Fences/Trellises:
❑ Bay Windows/Projecting Modulation:
❑ Stairs/Deck:
_
Buildin Height
_
Datum Point: N% lj �� n��
Datum Elevation: Q ,)r
Maximum Height Allowed:
Actual Height —Z7
Other I�
Parking Required: Z
Parking Provided: 7—+ 2
Lot Area: I I
Maximum Lot Coverage: 35% Proposed: 3 Z- -7
Lot Coverage Calculations: [--k S
ADU Created: (YES /O
Subdivision: (J 2 pcv-L J o �- Z
Legal Nonconforming Land Use Determination Issued: (YES /
Comments
ICI S 9- l p/, q sL
V 10?-0( '��� zl��l=►oZS��
_33 r
Oq - yb
42.Z 0347 me rtvq
Plan Review By:/ ` I z j �- %`i` Z //`� 3 pbog Oaca ra. 04-11o6aa 0
4L
APPLICATION
for
The City of Edmonds SIDE SEWER PERMIT
EASEMENT No ...........................................
NEW CONSTRUCTION [:] REPAIRS
118-05000
OWNER.......... ...5 .(;.a.1"..- H.QfF1i1aR---•--••-----------------------------•---...---•--......-•--•--- CONTRACTOR--••---•---••-•----•--•----..........---••--•---•--.............................................. PERMIT No.......................
ADDRESS 1....
009 Gl.. en St.................................................................. LEGAL DESCRIPTION: LOT No............................................... BLOCK No.............................................
............
It
•
•
NAMEOF ADDITION...............••---.............---........................--•--........----.................................................
•
•
Dye Tested On Sewer 1972
Approved:
DATE................................................ By.....................----........-----................................
City of Edmc*ds
Site Classification Worksheet
Page 1 of .2
• Una oF. E MN
V
!�c gq0
The project's Site Classification will dictate the specific stormwater management
requirements applicable to your site. Completing this worksheet will help determine the Writ of
regulated impervious surface and whether your project falls into the classification of a Small Site
(Category 1 or Category 2), or a Minor Site. Please reference the Glossary (pp. 10-11), Figures D and
E, (pp. 8-9), and Examples pp. 11-12), to assist with completion of this worksheet.
1) Is Permeable Pavement' Proposed For Use on this Site? ❑ Yes No
Refer to Stormwater Supplement Chapter 5.1
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 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 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 Stormwatermanagement 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
g6k(Z s 44
Exempt
Regulated
2.
Replaced
_._.._
3.
4.
New (Post 1977) 4
Total Regulated Impervious Area
Mitigation required if in excess of 2000s
+
►cl (o S 44
=
5.
iWiW
6.
Total Area Mitigated by Existing Stormwater Management System(s)
wwowWsvooiiiisisiiwiiiiiiiiiiiirii-Wi®-s-oiiiiiiioiia
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
=
�f
(e.g. porous asphalt, porous concrete, paver blocks, concrete open celled paving grids, or plastic lattices filled with turf or stone)
Revised on 3105/2012 E72-SWM Erosion Control-03.05.12 Page 5 of 12
City of EdmAds °FE°'"
Site Classification Worksheet -
Page 2 of-2 I 1,6
3) Determine the Total Area of Land Disturbing Activity !�_ sf
Refer to Stormwater Supplement Chapter 8
1 4) Determine the Quantity of Grading, Fill and/or Excavation _cy
5) Will the project convert 3/4 Acre or More of Native Vegetation to Lawn or ❑ yes o
Landscaped Area?
6) Identify the Watershed the Existing Site Runoff Discharges to
Refer to Stormwater Supplement Chapter 2.3
Based on Site Location and Watershed Map — Figure-C. Check all that apply.
A. ❑ Direct Discharge B.;UCreek or Lake Basin
❑ Edmonds Way Basin
❑ Puget Sound Basin
❑ Puget Sound Piped Basin
DETERMINE PROJECT CLASSIFICATION USING THE INFORMATION ABOVE
AND THE PROJECT CLASSIFICATION CHART (Figure B, pg 4)
❑ Small Site - Category I ❑ Small Site - Category 2 nor Site
Stormwater Supplement_ Stormwater Supplement Stormwater Supplement
Chapter 5 Chapter S Chapter 6
Revised on 310512012 E72-SWM Erosion_Control-03.05.12 Page 6 of 12
CITY OF EDMONDS LAURA M. HALL
MAYOR
7110 - 210TH ST. SW • EDMONDS, WA 98026 • (206) 771.0235 • FAX (206) 744-6047
-COMMUNITY SERVICES DEPARTMENT - PUBLIC WORKS DIVISION
890-19y
March 3, 1995
Mary L. Hovander
1009 Glen Street
Edmonds, WA 98020
Edmonds, WA 98026
Dear Resident:
I have reviewed your account and will allow an additional credit through February 1995
billing period in accordance with our City policy. The policy states that the customer will
be billed at the retail rate based upon the average water consumption for the same period
during the previous year. In addition, the excess water lost from the leak will be billed to
customer at the City's wholesale rate with a 15% surcharge added for administrative cost.
Only one leak credit will be granted in any three year period.
Should you have any additional questions after you receive your new billing, please
contact Ilene Larson, Utility Billing Clerk, at 771-0241.
Sincerely,
Ron Holland
Water/Sewer Supervisor
cc: Ilene Larson
Utility Billing Clerk
wordata\water\#221950
• Incorporated August 11, 1890 •
Sister Cities International — Hekinan, Japan
i!
8g0-191i
CITY OF EDMONDS
250 - 5TH AVE. N.. EDMONDS, WA 98020 • (206) 771-0220 • FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works • Planning • Parks and Recreation . Engineering
January 12, 1995
Mary L. Hovander
1009 Glen Street
Edmonds, WA 98020
Dear Resident:
LAURA M. HALL
MAYOR
I have reviewed your account and will allow a credit to your account in accordance with
our City policy. The policy states that the customer will be billed at the retail rate based
upon the average water consumption for the same period during the previous year. In
addition, the excess water lost from the leak will be billed to customer at the City's,
wholesale rate with a 15% surcharge added for administrative cost. Only one leak credit
will be granted in any three year period.
Should you have any additional questions after you receive your, new billing, please
contact Ilene Larson, Utility Billing Clerk.
Sincerely,
Ron Holland
Water/Sewer Supervisor
RH/lk
cc: Ilene Larson
Utility Billing Clerk
wordata\water\#221950
• Incorporated August 11, 1890 •
Sister Cities International — Hekinan, Japan
•- -- I ill
-
0 •
STREET ADDRESS
CITY OF EDMONDS
PUBLIC WORKS DEPARTMENT • 7110 — 210TH ST. S.W. • EDMONDS, WA 98026
(425) 771-0235 • FAX (425) 744.6057 • E-MAIL: klein@ci.edmonds.wa.us
4,17 1 g9" WEB SITE: www.ci.edmonds.wa.us
August 20, 1999
Mary Hovander
1009 Glen Street
Edmonds, WA 98026
Subject: Water Leak Credit Account #221950
Dear Mrs. Hovander:
5A'R1;ARA FAHEY
MAYOR
I have reviewed your account and will allow a credit for the billing period between
April 7, 1999 through August 10, 1999 in accordance with our City policy. The policy
states that the customer will be billed at the retail rate based upon the average water
consumption for the same period during the previous year. In addition, the excess water
lost from the leak will be billed to customer at the City's wholesale rate with a 15%
surcharge added for administrative cost. Only one leak credit will be granted in any three-
year period.
Should you have any additional questions after you receive your new billing, please
contact Denise Burke, Utility Billing Clerk, at 771-0241.
Sincerely,
r
i
Jim Waite
Water./Sewer Supervisor
JW/lk
cc: Denise Burke
Utility Billing Clerk
word ata\water\credit99\# 221950
• Incorporated August 11, 1890 •
Sister Cities International — Hekinan, Japan
BATE RECEIVED
PERMIT EXPIRES
USE
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PERMIT
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CITY OF EDMONDS
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CONSTRUCTION PERMIT APPLICATION
JOB ADDRESS
SUITE/APT#
OWNER NAME/NAME OF BUSINESS
PLAT NAME/SUBDIVISION NO.
LOT NO.
LID NO.
0 ' vi rj
LID FEE $
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MAILING ADORES'
dO Q r�
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESCPApproved ❑
RW Permn Required ❑
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EXISTING
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Street Use Permtl Req'd ❑
Required Q
Sidewalk
Sldewre Requred Q
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TELEPHONE
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REQUIRED DEDICATION
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METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
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NAME
YES O NO ❑
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2
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ADDRESS
REMARKS
OWNER/CONTRACTOR RESPONSIBLE
FOR EROSION CONTROUDRAINAGE
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W
CITY ZIP
TELEPHONE
NAME
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ENGINEERING REVIEWED/DATE
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ADDRESS
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❑ YES 0 NO
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SEPA REVIEW
COMPLETE EXEMPT
SIGN AREA
ALLOWED PROPOSED
HEIGHT
ALLOWED PROPOSED
PROPERTY TAX ACCOUNT PARCEL NO.
W
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EXP
❑ NEW RESIDENTIAL PLUMBING / MECH
LOT COVERAGE
ALLOWED PROPOSED
REQUIRED SETBACKS (FT.)
FRONT SIDE REAR
PROPOSED SETBACKS (FT.)
FRONT UR SIDE REAR
❑ AUDITION ❑ COMMERCIAL ❑ COMPLIANCE OR
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CHANGE OF USE
REMODEL APARTMENT
❑ ❑ ❑ SIGN
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REO'D PARKING
LOTLOT AREA
PLANNING REVIEWED BY DATE
❑ REPAIR ❑ GRADING CYDS ❑ FENCE X FT)
REMARKS
❑ DEMOLISH ❑ TANK ❑ OTHER
_
GARAGE
❑ CARPORT ❑ RETAININROCKERYG WALL ❑ RENEWAL
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(TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN:
CHECKED BY
TYP
CONSTRUCTION
CO
OCCUPANT
_ �-^-� ' .•.
111
GROUP�,
,„`
NUMBER
NUMBER OF
CRITICAL
SPECIAL INSPECTOR
AREA
OCCUPANT
OF
/
DWELLIN
AREAS
OSTORIES
UNITS
NUMBER
REQUIRED ❑ YES
LOAD
DESCRIBE WORK TO BE DONE
REMARKS
PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REQ'D
0
o
m
IF
VALUATION
FEE
PLAN CHECK FEE
HE T SOUF)6E77 GLAZING % LOT SLOPE %
BUILDING
PLAN CHECK NO: VESTED DATE
PLUMBING
MECHANICAL
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
J
GRADING/FILL
SEPARATE PERMISSION.
�
A
RGE
W PERMIT APPLICATION: 180 DAYS
a PERMIT LIMIT: 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
ENG. REV FEES
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
H 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
ENG. INSPECTION FEE
w IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
2 EDMONDS. WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
LANDSCAPING
a ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
INSPECTION FEE
= FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
PLAN CHECK DEPOSIT
RECEIPT
DEEMEDTO MODIFY, WAIVE OR REDUCE ANY REQUIREMENTOF ANY CITY ORDINANCE
= NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.-
TOTAL AMOUNT DUE
RECEIP/ r•-
HEREBY NV READ THISAPPLICATION; THAT THEINFORMATION
GIVEN OF
IS CO RECT, ADD THAT I AMHEOWNER. OR THE DULY AUTHORIZED AGENT
APPLICATION APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
CALL
This application is not a permit until signed by the
TION: AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
Building Official or his/her Deputy: and Fees are paid, and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
FOR INSPECTION receipt is acknowledged in space provided.
WORKMEN'S COMPENSATION INSURANCE AND RCW.18.27.
SIGNAT (OWNER O AGE T) DATE SIGNED
(♦425)
O�IJ ALS SIGNATURE DATE
x,
(�
/r {
/
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77 1 -022Q
ELEASED BY DA
ATTE TION
EXTF'333
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
%%�'0221
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
FAX
ORIGINAL- FILE YELLOW - INSPECTOR
PINK - OWNER GOLD ASSESSOR
5198
-
EXIST e `STW IP MAIN
19 "N
2'STW IP MAI.N
19'N
()END MAIN 3'PAST SERVICE
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tit/C�R55
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GLEN ST
a
NOTES
STREET FILE I. LOCATE UTILITIES IN FIELD
�. NOTIFY EDMOND5 CITY ENGINEER
-LIEF LAR50N- PRIOR TO CONST. FRG-1107
• Y 3 SURVEY NOT REJO9® Cua3s CEr�TER�Q
I
4 INSTALL ANODES
S REWIRED
Z
W
i z
REVISIONS
-7
G. 1 2 WELD Ij>LUG 7,Z 0 (92
5- 1 z'BERG EXT. STOPPE R -7&7;? )
4. 320" 2"P►PE. STW 70280
3. 4" PROTECTOWRAP 66940
2. 6" PROTECTOWRAP 66960
I. PRIMER 70 B 66620
ITEM QUANT. D E S C R I P T I O N STOCK ITEM
BILL OF MATERIAL
PERMITS
(0 0
ED MON D5
DGR 6-41-69 1 1
WASHINGTON NATURAL GAS COMPANY
ARE/1 EDMONDS MAP No NE 2,4-27--3-Q
STW IP MAIN EXTENSION.
1009 GLEN ST_
DWN. oxroRO 5/z7/69 IR ee7 /
DATE By I APP'D.
cHWOAe S,127/6% JOB DRAWING 3
SCALE A►P. G 9 C 332
Line
Type
Area (square feet)
1.
Non -Regulated
4042 S.f.
p
2
3.
ua,.,��n,ir✓•,�
4.
rNempt
Replaced
New (Post 1977) 3 4 444 444 4
�,rra,�;,,.•.r�rr�••.•;...,;Nr,.:r;:�,�,r rr,..,,.r,,...an:+;�•....rr�r. r�s�^x���^��x�r..•;� ,;r,,v.r�:r.�^a
Total Regulated Impervious Area
Alin ation required if in excess of 2000s
I
+
Regulated
U
—
S.
�,...v��:�r
6•
Total Area Mitigated by Existing Stormwater Management System(s)
�."ur��r ±ivs��v:E li �;.�:ti,r+iv,:n�<<;v�fi!iu.�t:r<,:..1:..�r.,p��,:r,:,;a,r,za,�.. ,�ri.�•M»,�. ai�:•<y;4 �:,.+�
Regulated Area Not Yet Mitigated
-
� 0
7.
Area Proposed to he Mitigated by Low Impact Development Techniques
=
0
8.
Area Proposed to be Mitigated through Conventional SWIM Techniques
=
0
I i
BENCHMARK
SE69EqT(---------------
--EXISTING ALLEY
ELEV. 100.0' IPROPERTY,LNE: 60 N89'52-0W '�EXISNG GARDEN SHE
I NO REAR BUILDING SETBACK . I I
1 RE .0 L I
-- '— — — — — — — — — — — — —
Ica PAD I I I
N ASPHALT DRIVEWAY 1 G"M wax I I I I
D RIVEWAY ANGLED '
P RESERVE EXISTING
DSCAPE BUSH -
IS TING FENCE TO OR MAIN
tXISIING SEWER LII
IFY BEFORE
ONSTRUCTING GAF
0' STREET BUILDII
I
EXISTING ASPHALT
P NVING AT
R GHT—OF—WAY-- ,
Lr.J
Q
to
NEV MASONRY,
WANING WALL
-RESTING -- r
DRNEINAY I
0
t SIDE
BUILDING
SETBACK
Q
I
20' STREET
BUILDING SETBACK I
I EXISTING c WATER LINE t
LAWN N
W
PROPERTY LINE: 60')
N89'52'10"W
GLEN ST.
—S.S.
_ I
CENTERLINE OF STREET
—'� —--I------F--SEWER------- I-----------
1 I
----- WATER '— —
---�—
-------I--
� SITE PLAN
SCALE 1" =. 20$-0"
NORTH
.Vicinitv
{I
M@tp
Edmonds tJn4ed �
Methodist chtro 1Jlotr�tthi
� 1
n Ln Vista PI .
a Cascade Ln
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1
.. . - cai6l way, - r fineira PI _?
oty nary -:
Church32
I _
�-r _#_.81h Awe N,.-
Glen se Glen St
�_.. PROJECT
("I SITE
CTa1 St oaFay$t M
't
�aQuest
12
Sprague St E
3 4 a N,., "
E�_� . #urnba
t:. nub St .. .
• .� _, . _. Psrk Eu'rnond
..
ell St
I ,I
t
min st: n ..
THIS IS A GRAPHIC REPRESENTATION ONLY, AND IS NOT TO BE Friiaces
CONSTRUED AS A LICENSED SURVEY. L NORTH
OWNER AND CONTRACTOR RESPSONSIBLE FOR VERIFYING AND
MAINTAINING SETBACKS FROM PROPERTY LINES
LOT COVERAGE AREA CALCULATIONS
SITE AREA 9147 S.F. Site U ia), t aa--%
EXISTING HOUSE (BUILT IN 1956) 1522 S.F. PROJECT ADDRESS:
EXISTING GARAGE (BUILT IN 1956) 390 S.F. 1009 GLEN ST.
EXISTING DECK (BUILT IN 1956) 224 S.F.
EXISTING GARDEN SHED (BUILT IN 1974) 80 S.F. EDMONDS, WA 98020
PROPOSED ADDITIONAL COVERAGE (GARAGE) 775 S.F.
PROPOSED LOT COVERAGE AREA 2991 S.F.
PERCENT OF LOT COVERAGE 32.7% PROJECT OWNERS:
LOT COVERAGE ALLOWED 35% MAX. MARY HOVANDER
IMPERVIOUS AREA CALCULATIONS 1009 GLEN ST.
(INCLUDES OVERHANGS) EDMONDS, WA 98020
SITE AREA 9147 S.F.
EXISTING HOUSE (BUILT IN 1956) 1743 S.F. ASSESSORS PARCEL NUMBER:
EXISTING GARAGE (BUILT IN 1956) 443 S.F. 00556000100200
EXISTING DECK (BUILT IN 1956) 224 S.F.
EXISTING GARDEN SHED (BUILT IN 1974) 80 S.F. LEGAL DESCRIPTION:
EXISTING WALKS / DRIVEWAY (1956) 634 S.F.
EXISTING GARDEN WALKS (TO REMAIN) 91_ 8 S.F. RILEY PARK B LK 001 D — 00 — LOT 2
TOTAL EXISTING IMPERVIOUS AREA 4042 S.F.
PROPOSED ADDITIONAL COVERAGE (GARAGE) 931 S.F. LOT SIZE
PROPOSED ADDITIONAL WALKWAY 108 S.F.
PROPOSED ADDITIONAL DRIVEWAY 325 S.F.
TOTAL PROPOSED IMPERVIOUS AREA 5406 S.F. 0.21 Acres (9147 S.F.)
BUILDING HEIGHT CALCULATIONS LOT COVERAGE OF EXISTING & NEW STRUCTURE:
SITE ELEVATION BENCHMARK ELEV. 100'
EXISTING COVERAGE 1912 S.F. (21 %)
POINT A ELEV. 101.49'
POINT B ELEV. 102.09' PROPOSED ADDITIONAL AREA 775.F.
POINT C ELEV. 104.46'
POINT D ELEV. 103.17' TOTAL COVERAGE 2687 S.F. (29.3%)
AVERAGE GRADE ELEV. 102.80' TRUCTURE HEIGHT:
ACTUAL ELEV. 116.01' 7'
MAXIMUM ELEV. 117.80' RO ECT ZONING:
CelzATes NEW %MFMV kW%kS S — 6
PROJECT tfffbR% LESS THAN 2,000 S.F. OF SW
AREA, THEREFORE A STORMWATER MANAGEMENT PLAN E PRO
IS NOT REQUIRED. J CT DESCRIPTION.
CONTRACTOR SHALL FOLLOW CITY OF EDMONDS BEST CONSTRUCTION OF NEW GARAGE AND DRIVEWAY. GARAGE WILL BE
MANAGEMENT PRACTICES REQUIREMENTS FOR SITE AND
ADJACENT AREAS DURING CONSTRUCTION UNHEATED
SITE WORK:
1 SITE WORK PLANNED IS FOR EXCAVATION FOR NEW FOOTINGS AT
GARAGE AND REMOVAL OF TOPSOIL AT NEW DRIVEWAY
Applicant shall r®pair/replace all damage to
utflftles or frontage Improvements in City
right-of-way per City standards that Is caused
or occurs during the permitted projedt,
OWNER/CONTRACTOR IS RESPONSIBLE
FOR EROSION CONTROL AND DRAINAGE
Nothing in this pe=it approval process shall b-'
interpreted as Miming or Tarmitturg the
Maintenance of any crrrrsnv y existing; fli
nonconforming or tmV4nnftted burlr:tng, suW10d
or site condauan which. is (yatside tke sCt*,t 10MA
Cnmt applicafion, regar'W"i of wtl ,tha r such
building, structure or conditim is shown
site plan or drawing. Sari. i 0dng, sta 1xIftn Z *r
condition may be fire R,hjet t
cnfolmemcnA ncticc."
/AGO Zo iz 106
Zone -'U Cornery=,F1ag_
Setbacks Re uired Actual
Front w(S 2a — _ zo zo+
Sides N
Rear
Other
Be t
Ap D y ENGINEERING
24 HR. NOTICE . .
FOR g4SP CTI 2�21 h-& IL FEB 13
�'+ I
PERMIT SET PERMIT DRAWINGS FOR HOVANDER RESIDENCE GARAGE
This set of drawings Is being Issued This note applies only to the architectural drawing prepared by Carl J. Colson — Architect PLLC for Mary Hovander (Owner) and General
as a Permlt Set and Is subject to Contractor (Builder).
change and adding of additional This architectural drawing is prepared as a part of the Permit Set of drawings (along with structural drawings provided by structural engineer)
drawings or Information as requ/red for the Owner and Builder for this project only. All details, notes, and drawings shown are for Permit purposes only and do not constitute
by review by Edmonds Building the full set of details required to construct this project. The Builder shall be responsible for developing construction details necessary to
Department. Do not use this drawing construct a weathertight, durable building.
for constructlon unless this dro wing All flashing, weatherproofing, roofing, and waterproofing details and construction of these detail assemblies are the full and complete
has a 'APPROVED' stamp upon responsibility of the Builder and these details shall be constructed per manufacturer requirements, building code requirements, and accepted
completion of the Permlt Review Industry Standards for performance.
Process. Do not use for bldding or The Architect has not been contracted to perform Construction Administration services or Construction Observation services for thisproject
estlna ting purposes unless
authorized by Owner /Developer, and is not liable or responsible for determining adequacy of construction of building envelope or details.
The Builder shall be responsible for inspecting and verifying that all flashing, weatherproofing, roofing, and waterproofing details are built
correctly and meet Builder's approval and accepted industry standards before being covered by subsequent construction work.
CARL J. COLSON - ARCHITECT PLLC
23623 20th AVENUE W
BOTHELL, WASHINGTON 98021
(425) 806-3703
PROJECT:
Hovander Garage
1009 Glen St.
Edmonds, WA 98020
CLIENT -
Mary Hovander
1009 Glen St.
Edmonds, WA
RE61, l EREO if
k. COLSON
OF V4'ASHINGTOrt
SITE PLAN.
DATE REVISION
NOV. 15, 2012 ISSUED FOR PERMIT
DEC. 11, 2012 REVISED IMPERVIOUS AREA
FEB. 6, 2013 GRADING REVISIONS
FEB. 15, 2013 GRADING REVISIONS TO CITY
NR. DATE REVISION
*C*O*P*Y*R*I*G*H*T*
THESE DOCUMENTS, THE IDEAS AND DESIGNS
INCORPORATED HEREIN AS AN INSTRUMENT OF
SERVICE, ARE THE PROPERTY OF CARL J. COLSON
— ARCHITECT PLLC AND ARE SOLELY FOR USE ON
THE RESIDENTIAL BUILDING ADDITION AT THE
ADDRESS NOTED ABOVE. THESE FILES MAY NOT
BE USED ON ANY OTHER PROJECTS NOR MAY
THEY BE TRANSMITTED ELECTRONICALLY WITHOUT
EXPRESS PERMISSION OF ARCHITECT.
COPYRIGHT 2012 CARL J. COLSON — ARCHITECT
PLLC
DWG —DATE SCALE VARIES
CJCA
DRAWN
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