19405 89TH PL W.PDFiiiiiiiiiiii
8591
19405 89TH PL W
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
Name:- Y�( e-
Date:
Site Address: 19'L4 0 P L -V-1J
Tax Parcel:
Project Description:
Plan Check #:
't 0.-t C>
Reduced Site Plan Provided: NO)
Zoning: 2—
Map Page:
orner Lot: (YES tM
Flag Lot: (YES ap
Critical Areas Determination #:
El :Study Required."
Waiver
SEPA Determination:
Exempt'
D Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
ReLWJ'red Setback5
Street:
Side:
Side:
7Rear:
ActualSetbacks
Street: --7Side:
+A
:2
Side:
Rear:
1-43
El Detached Structures:
D Rockeries:
E] Fences/Trellises:
El Bay Winclows/Projecting 'Modulation:
El Stairs/De
BuIldin Height r-J-,/A
Datum Point:
Datum Elevation:
Maximum Height Allowed:
Actual Height:
Other
Parking Required:
Parking Provided:
Lot. Area:
Maximum Lot Coverage: 350 b Proposed:,
Lot Coverage Calculations:
ADU Created: (YES (NO
Subdivision:
Legal Nonconforming Land Use Determination Issued: (YES
Comments
Plan Review By:
Plannihg Dat3 Form 07-14-09
ZONE
SET
OT 14 R
S FIEET FILE
T
MAR 18-1983
HEI GHT
- �e7�
MAR 18-1983
17'
.0
K
-Ad vpff wwx ri
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1774C 17
LL—
'Afroo
00
REVISED
SITE
PLAN
Lot
29
Seaview-Kines
No.
2
A PLANNED RESIDENTIAL DEVELOPMENT
REID MIDDLETON & ASSOCIATES. INQ
ENGINEERS SURVEYORS * PLANNE"
W Edmonk wdsmng%n "020
I 206/775-M4
D= '0W
we .
DAT��'a 17
FILE NO.
02 & 3 ZO'
SHERT , CW /
1
opt. 4,ew-
I
ir -a.
CH.
9CALK
n -1983
JAN 1 6
STANDARD DRAINAGE PLAN
p- CATCH BASIN:
AM 0 IS-30 IL TKrsNCW LUrNGrH
WSUAL) 10 10
x
IAI
UA_
T"R NC14 I-Orl
"I r
Mir
........................
............................. . ...... . ..........
6 (.0 -n & LINK LVV1r1_ TIMN
71. U Ir
CAP
r ir iLr ptpg
6"-rEE W/ (." LONG LEGS
SYSTEM CROSS—SECTION
-TR,ENCH COVER -
3/4"- WASWE:D
GPLAVEL
do" DIAM FrFRF PI
TRENCH CROSS—SECTION
(7
INFILTRATION SYSTEM
PAGE I OF 2
for P,N'e� t--4 2
location TTT!
plan by
phone
date
DESIGN DATA
Trench Perc LF per Imperm Trench
Number Rate 1000 sq.ft. Area Req.
2,
NOTES
1. Call Engineering Division (771-3202)
for prebackfill and final inspections.
2. Responsibility for operation and
maintenance of drainage systems on
private property is the responsibility
of the property owner(s). Preventive
maintenance consists of preventing
soil and other materials from entering
trench during construction as well as
after construction. Catch basins should
be cleaned of floatinq material and
sediment at regular intervals (at least
twice per year).
CITY OF EDMONDS
CITY OF EDMONDS
'11UBLIC WORKS DEP
SIDE SEWER PERMIT
Uj 1.
—J 2.
U.
�— 3.
Uj
Uj
4.
6.
T FOR INSPECTION CA
7/77�.7-2JU�` 222.0
Permit VUL.� I
Issue Date
* PERMIT MUST BE POSTED ON JOB SITE *
;,.,/ ! �j , � �
Address of Construction
EDMONDS
TREATMENT, PLANT
Property Legal Description (include all easements)
.12
Single Family Residence 2� Multi -Family No. of Units
Commercial
Owner and/or Builder L _ Ck^
Contractor & License No. G3 - OC- -
Invasion into City Right -of -Way No Yes (If Yes Right-of-
way Construction Permit Required - Call Dial Dig (342-5344) before
excavation).
E-4 7. Cross other private property: Yes No?4- Easement required -
attach legal description and county easement number.
READ THE FOLLOWING AND SIGN:
a. Property owners must obtain a permit to install side sewers on
>4 their property. A licensed side sewer contractor must be employed to
M -
construct side sewers in the public right-of-way.
b. The side sewer contractor assumes full reponsibility for -'each
E-4 installation for -one year.
W
4 C. Commercial establishment requires a minimum of a six inch (6")
P4
z side sewer line.
0 d. Side sewers may not be installed closer than thirty inches (30")
to any structure.
0
e. Side sewer lines must be laid at a minimum grade. of 2% (1.15
0 and maximum grade of 100% (450). 0
f. No turn in side sSwer greater than 45 (.1/8!bend) is 0 allowed
between cleanout. All 90 turns must be constructed of a 45 (1/8
bend) and wye with removable cap.
g. No down spouts, footing drains or floor drains- can be connected
to side sewer system.
- h. Pea gravel is required for bedding when installing sewer lines
through other than granular soil.
i. Cleanouts are required at 30"-60" from each plumbing exit line
and at minimum intervals of 100' along sewer 'line run.
j. Trenches within City right-of-way must be restored to original
conditions. Contractors shall be responsible for right-of-way failure
due to poor compaction of fill.
k.. Side sewer must be left uncovered until inspected and approved
by the City.
1. Inspection during normal working hours only.�',Tw'o-(2) working
days notice required.
DATE:
certify that I have read
and shall comply with the above
PERMIT FEE: DISAPPROVED BY: Date:
-Z 5- B Date:
P4 CONNECTION FEE:
0 APPROVED By:- ate: 7-//-63
PERMIT MUST BE POSTED ON JOB SITE
The City of Edmonds Side Sewer Drawing EASEMENT NO - ------------------- ------------- ----------
NEW CONSTRUCTION REPAIRS LID NO. --------- ASMT. No - ------------------
OWNER -F-CIMC.> C.-ONT-1-9 R!5t ----- ... PERMIT NO. 7Tq14
-t-J.C�a ..... r)-F-VF-IJW-- - --------- ------- CONTRACTOR --- ------ . ......
JOB ADDRESS --- 154.0-.5 ...... ...................... LEGAL DESCRIPTION: LOT NO. -2 - -------------------------------- BLOCK .-M-EDMOMS -----------
TREATME14T PLANT
I
------------------------------------------------------------------------------------------------------------- -------- 7 ... .. E7- �- ---------------------
NAME OF ADDITION ... SEAS-4-XVW ...... F?-QAJE.5 .... ................................................
19401- 99,r,4 PL. %P
194o5 - sg*r,--, pi-
7
6 Milo
c &CAP I-S,op.
-7 OV
6"1114' Mo.
c .;.,I
-0.cAP 1.6,0P.
PWW-"l -11/75 (REV. 11178)
'89-r%4
Approved:
DATE .... ............... By
JIV
f
0
CITY OF EDMONDS
STREET FILE ASSET INFORMATION SHEET
v
lil NEW
E] ADDITION
M RETIREMENT
ASSET NO.
ADDITION TO ASSET NO.
DESCRIPTION
SERIAL NO.
LOCATION
4
DEPT. NO.
Z_
9 -/ c,
"PURCHASE ORDER NO. -
PURCHASE ORDER DATE
COST
*PROJECT NUMBER w 3 �T
PROJECT COMPLETION DATE
COST ? 3
B.A.R.S. ACCOUNT NO. Yll
ESTIMATED LIFE
INITIATED BY DATE APPROVED BY
"SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST
*SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT K
ACCOUNTING ONLY
21 DEPRECIATE
MONTHLY DEPRECIATION AMOUNT
ANNUAL DEPRECIATION AMOUNT -
0 G.L. ENTRY
REFERENCE
DATE
VERIFIED BY
PROCESSED
BATCH NO. -
INITIAL
�tnp
DEPARTMENT FILE
JAN 12 1983
TANDARD DRAINAGE PLAN
r' CATC44 SAWN:
04)50 -30(olL TRKhCW L.WNGrH
WSUAL JS
a
L
3
,0( 0,
,LNC,
&A 1
IR
.............................
Vj K
rao h-n& u w z LWVArL TRENCH
In
FFILF PIPW CAP
G"TEE W/ 16" LONG LEGS
SYSTEM CROSS—SECTION
ITKENC" COVER —
3/4 1 loV' wAsw r:. D
GRAVEL
&�'DIAM F'WRF P1
Cr
TRENCH CROSS—SECTION
GAMI 1 1. eao� t7S � ',�
-2 5C6
INFILTRATION SYSTEM
PAGE I OF 2
for "4 2
location .9
plan by
phone
date
DESIGN DATA
Trench Perc LF per Imperm Trench
Number Rate 1000 sq.ft. Area Req.
NOTES
1. Call Engineering Division (771-3202)
for prebackfill and final inspections.
2. Responsibility for operation and
maintenance of drainage systems on
private property is the responsibility
of the property owner(s). Preventive
maintenance consists of preventing
soil and other materials from entering
trench during construction as well as
after construction. Catch basins should
be cleaned of floating material and
sediment at regular intervals (at least
twice per year
CITY OF EDMONDS
m A -no
Q- U D T F- -� �- EVE -tZ S- EL7-- R --, 6,-c 0 )
NOTICE:
ranty ... o . -a
No a'r 0 1 ' ttached
The -information shown on the a
piled for use by the City Of
map(s) was cOm
Edmonds/ its Employees and Consultants.
Th,..e City of *Edm.onds does. not . warrant the
n these
accuracy of anything set for.th o . -
map('�-). An'y person or entity -requesting a
copy should conduct an independent
rm'ation shown, or
Inquiry regarding the info'
I
-t-He -m a P including, but not Hrn'ted to,
er stub shown. Suc
the lotation of any sew
sewer stubs may or may- not exist and may
or may not exist at the location shown.
Neither the city of Edmonds nor its
ernpto-yee-s o-r offi-ce-rs -shal] be l.-ia-b-1'*.e for the
I n on this map(5), nor for
information g ve
any one rep.resentation provided based
upon said map(s).
USE PERMIT
C
CITY OF EDMONDS
ZONE PR NUMBER
CONSTRUCTION PERMIT APPLICATION
7SI�_E__(OR NTAME OF BUSINESS)
?
joB
ADDRF55 )0a 03.
;U
A.
LEGAL DESCRIPTION Ght
DIVISION NO.
NO.
Uj
MAILING ADDRESS
JLIU
Z
0
vhN4,-3
CITY
TELEPHONE NUMBER
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP,
a-%o
REQUIRED DEDI
EXISTING CATION
NAME
PROPOSED __)Z�
Ex,
't c
RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED 0
cc
Uj
LOU
ADDRESS
STREET USE PERMIT REQUIRED 0
W
Z
SEE ENGINEERING MEMO DATED P i f__ �7 ::77
Z
Uj
a:
CITY
TELEPHONE NUMBER
SEE PIW DEPT. REVIEW CHECK LIST DATED
REMARKS
NAME
"!, h �, -/,// /
Z
S L> V C,
I , -
cc
ADDRESS
0
METER SIZE
BUILDING SUPPLY SIZE
FIXTURE UNITS
cr
CITY
TELEPHONE NUMBER
cc
Uj
Z
0
REMARKS
3:
L)
STATE LICENSE NUMBER
CITY LICENSE NUMBER
6T - o", - - I- 2a i- iisz
SIGN AREA
ENV. REVIEW
ADB NO.
Legal Description of Property - Include all easements
ALLOWED
PROPOSED
COMPLETE
EXEMPT
(show below or attach four copies)
1
SHORELINE#
Z
9
(L
r
F
SC A 01-OC-5
VARIANCE OR CU
PLAN til NG/REVI EW BY
ATE
u
(n
W
YARDS
LOT COVERAGE
Z
FRONT SIDE FEAR
REMARKS
a.
NEW
RESIDENTIAL
PLUMBING
El
ADD/ALTER
NON-RESIDENTIAL
MECHANICAL
REPAIR RETAINING WALL SIGN
EXCAVATE FENCE
CHECKED BY
TYPE OF CONSTRUCTION
HEIGHT
DEMOLISH OR FILL x _FT)
ICODE
I
PRE -MOVE INSPJ
SP WO
SPECIAL INSPFCTOR
AREA
0 , CCUPANCY
OCCUPANT
COMPLIANCE INSP. 01M.
REQUIRED
GROUP
LOAD
DYES [:NO
REMARKS
0
SIDE SEWER WATER LINE
0
Z
0
cc
NUMBER OF STORIES NUM BER.OF
(0
WO
LLI
TDWE ING
CD
0
U 11
UNITS
NATURE OF WORK TO BE DONE (ATTACH PLOTPLAN)
I at -� !iin C'A
VALUATION
FEE
PLAN CHECK FEE
BUILDING
PLUMBING
MECHANICAL
This Permit covers work to be done on private property ONLY.
GRADINGIFILL
Any construction on the public domain (curbs, sidewalks,
driveways, marquees, etc.) will require separate permission.
_�ermit
Application: 180 Days
Permit Limit: 1 Year - Provided Work is Started Within 180 Days
"Applicant, on behalf of his or her spouse, heirs, assigns and
successors in interest, agrees to Indemnify, defend and hold
ow)
harmless the City of Edmonds, Washington, its officials,
i
employees, and agents from any and all claims for damages of
a:
<
whatever nature, arising directly or indirectly from the issuance
of this permit. Issuance of this permit shall not be deemed to
_j
modify,. waive or reduce any requirement of any city ordinance
0
x
nor limit in any way the City's ability to enforce any ordinance
TOTAL AMOUNT DUE
provision."
I hereby acknowledge that I have read this application; that the
information given Is correct; and that I am the owner, or the duly
ATTENTION
APPLICATION APPROVAL
authorized agent of the owner. I agree to comply with city and
THIS PERMIT
state laws regulating construction; and in doing the work authoriz-
AUTHORIZES
This Application Is not a permit until
ed thereby, no person will be employed in violation of the Labor
ONLY THE
signed by the Building Official or his
Code of the State of Washington relating to Workmen's Comp�nsa-
WORK NOTED
Deputy; and fees are paid, and receipt is
tion Insurance..-
INSPECTION
acknowledged In space provided.
S4= VNEFIN2::�GENT) DATE YGNE
DEPARTMENT
77op
CITY OF
OFFICIAL'S SIGNATURE
THIS SITE IS LOCATED IN THE CITY
EDMONDS
OF EDMONDS. LOCAL SALES TAX
ATTENTION
775-2525
DATE
SHOULD BE CODED 31.04.,
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ORIGINAL — File YELLOW — Inspector
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.
CHAPTER 3.
UBC
DEC 10 1982 PINK — Owner GOLD — Assessor.
102-78
K.., P-1,ng - Ed--, W. 715
9191
0
PUBLIC UOM(S DEPAR11OU CHEacusr
[--,I
BUIIDI% PERIIT REVIEW
(address) (date)
Street Right -of -Way Existir���
Z
Access Easements Exist
94
Utility Easement Exist'
U-19---/'__—_,REQD
W
Lot Per Subdivision Plat Assessor Map
Site Plan Checked for Accura.
Z
Underground Wiring Reqd.
0
Check Accuracy,Qf Legal Descrip�ion
Z
Review by Date
Existing Water I -lain Size
Water Main Required
Service Line Required
Hydrant Size Exis tZ
0�
HYdrant Reqd Per Fire Code —Size
W
Detector Check Meter Reqd.
Cross Connection Inspection
Fire Department Comments
.4ater Meter e Reqd.
6
Review by7r—M Date 11.1,911cf
Septic Tank Design Approved &; Date
Septic Tank -Permit Reqd. Permit No.
Sanitary Sewer Availabili /C V. Pro..
Drawing No. "File No.
Side Sewer Avaiiabili -Y
t
Sanitary Sewer �oM Re�d.
�ption Fee
Review by Date
Opm Ditch Existing......Reqd.
Culvert Reqd.e!5-//,-5-r, Size
Od
Catch Basin Reqd.,, i le Indicate on Site Plan
0
Shoulder drainage maintain collection an swale open runoff
Manhole reqd. Za-g Indicate on' Site Plan
Soil Conditi d Ground Water Field Checked
Review b y Date
RevIsed: Iv10-1977
STREET FILE
DATE: /- / 7-,Y-?
MEMO TO: Building Division
Planning Department
FROM: Engineering Division
Publ ic Works Department
SUBJECT:
After review of the subject Building' Pe'mit a ppl icati on, -we have the fo I l'ow.in'g
comments:
1. Connection to City water system required.
2. Connection to City sanitary sewer system required.
3. Right-of-way permit required for any work on City property.
4. Driveway slope not to exceed 14%
5. Backwater valve required if downstairs plumbinq is below elevation of
upstream manhole.
6. Water and sewer lines to be r.e2arated Y 10-fo . 6t mi-nimum.
In
, A
IT
BD 6/82
N
SETBACK LINE —
PROPERTY LINE
Site Plan
�_XIGT' id-o� \Y10F
SAN BFWEP� EAS5HT-:NT
WALKWAY
APPROVED BY PLANNING
uaL
Front
Sides
Rear
Other
PROJECT NOTES
OWNER: Scott & Elizabeth Triece
ADDRESS: 19405 89th PI W
Edmonds Wa 98026
TAX I.D. NUMBER .00683800000200
LEGAL DESCRIPTION Seaview Pines No 2
Blk 000 D-00-Lot 2 TGW 1/5 Int In tr 10i Common
Areaxc th Ptn Lot 2 Ly w of LW wh begins at SW
Cor SD Lot 2 &ext N09 27 10E tap on NLY Ln SID Pt
being 7ft ely of NW cor SD Lot 2 as meas aig arc
thof
PROJECT DESCRIPTION
Kitchen & Bathroom remodel
LOT AREA 9583 SF
EXIST FOOTPRINT 1624 SF
ADDITION . 28.5 SF
TOTALSTRUCTURE 1652.5 SF
LOT COVERAGE 17.2%
GENERAL NOTES
DO NOT SCALE DRAWINGS. ALL DIMENSIONS ARE TO
THE FACE OF FRAMING, UNLESS OTHERWISE
NOTED. VERIFY EXISTING CONDITIONS AND
REPORT ANY OMISIONS AND/OR DISCREPANCIES
FOUND IN THE DRAWINGS OR AT THE JOBSITE. ALL
CONSTRUCTION SHALL CONFORM TO THE
RESIDENTIAL CODES ADOPTED BY THE CITY OF
EDMONDS
ENERGY NOTES
WSEC TABLE R402.1.1
GLAZING U-FACTOR .30
CEILING INSULATION VkWL-Mlb Or-J" R-38 kirC-=- P--q9
WAt MSU N���� R-21
L I
F ORINS`=LAT -R-34—
. IENERGY CREDIT REQUIREMENT PER WSEC O'.5min
Option 5a Gas water heater with min EF of .62
All shower heads & kitchen sink faucets to be rated @
max 1.75 GPM or less, lavatory faucets to be rated t
max 1.0 GPM or less.
L
SECTION
DETAIL
EXTERIOR 2X6 WALL
INTERIOR 2X4 WALL
EXIST WALL
INDEX OF DRAWINGS
Al
SITE PLAN
A2
MAIN FLOOR PLAN
FI
FRAMING PLAN
A3
UPPER FLOOR PLAN
A4
SOUTH ELEVATION
A5
NORTH ELEVATION
A6
INTERIOR ELEVATIONS
S1
STRUCTURAL NOTES
S2
STRUCTURAL NOTES
�i !i,
T
,7REE 6 FILE
El
6733
,15733 REGISTERED
ARCHITMT
1 4 P ER 13. 'SANDALL
STATEOFIVASH! N
.!nNGTO]
603 Stewart Street Ste. 711
Seattle, Washington 98101
T: 206.343.9538
F: 206.343.7504
Triece Kitchen
19405 89th PI W
Edmonds Wa 980026
Date:
Drawn:
Revisions:
RESUB
-SEP 21200
BURMING DEPARMENT
CrN OF EDMONDS
A.1