20019 80TH AVE W.PDF111111111111
7106
20019 80TH AVE W
After recording return to:
City Clerk
City of Edmonds
121 Fifth Avenue North CONFORMED COPY
Edmonds, WA 98020 201401160034 6 PGS.
0111612W 9:08am �77.00
SNOHOMISH COUNTY, ASHINGTON
Document Title(s)
Declaration of Covenant - Private Stormwater Facility
Reference Number(s) of Related Documents
N/A
Grantor(s)
Shaflik, Gordon & Nancy
Grantee(s)
City of Edmonds
Legal Description
Section 19 Township 27 Range 04 Quarter NE - S 153FT OF N 306FT OF W
187FT M/L OF SE1/4 NE1/4 LESS S SOFT THOF & EXC W 40FT THOF TO CITY
OF ED PER AUD FILE NO 7612080263 105-2/323 AKA LOT 1 OF CITYOF
EDMONDS SP NO S-10-77 REC UND AFN 7708230177
Assessor's Property Tax Parcel/Account Number at the Time of Recording:
27041900108100
f
,KNTE777486D0C;1\00006.900170\ I
DECLARATION OF COVENANT
Private Stormwater Facility
WHEREAS, the undersigned Declarant has installed a stormwater facility known as a
"rain garden" in lieu of other required more conventional stormwater systems; and
WHEREAS, the City of Edmonds has allowed installation of the rain garden as an
infiltration facility, subject to the execution and recording of this Declaration of Covenant;
NOW, THEREFORE,
THE UNDERSIGNED DECLARANT, being the owner of the real property ("the
Property") located at the following address: FC) Y-,,, A-61 e UJ - —
. . in the City of
Edmonds, Washington, and legally described on Exhibit A attached hereto and incorporated
herein by this reference as if set forth in full, hereby covenants and agrees, on behalf of
himself/herself/itself and his/her/its successors and assigns, as follows:
1 Declarant warrants that he/she is the owner of the property described on Exhibit A and
has the authority to impose this covenant on the property and bind all future owners,
successors, and assigns of Declarant. The Declarant, future owners, successors, and
assigns of the Declarant shall be referred to collectively as "Owners."
2. The Owners of the property described on Exhibit A agree that the property contains a
stormwater management BMP (best management practice) called a "rain garden," which
was installed to mitigate the stormwater quantity and quality impacts of some or all of the
impervious or non-native pervious surfaces on the property. Rain gardens, also known as
"bioretention," are vegetated closed depressions or ponds that retain and filter stormwater
from an area of impervious surface or non-native pervious surface. The soil in the rain
garden has been enhanced to encourage and support vigorous plant growth that serves to
filter the water and sustain infiltration capacity. Depending on soil conditions, rain
gardens may have water in them throughout the wet season and may overflow during
major storm events.
3. The Owners of the property described on Exhibit A shall maintain the size, placement,
and design of the rain garden as depicted on the approved site plan, Exhibit B, and
design details shall be maintained and may not be changed without written approval
either from the Engineering Division of the City of Edmonds or through a future
development permit from the City of Edmonds. Plant materials may be changed to suit
individual preferences, but chemical fertilizers and pesticides must not be used. Mulch
may be added and additional compost should be worked into the soil over time. All costs
of such maintenance and repair shall be the sole responsibility of the Owners.
4.- The Owners of the property described on Exhibit A shall inspect rain gardens annually
for physical defects. After major storm events, the system shall also be checked to ensure
that the overflow system is working properly. If erosion channels or bare spots are
(KNE777486.DOC;1\00006.900170\ I
evident, they shall be stabilized with soil, plant material, mulch, or landscape rock. A
supplemental watering program may be needed the first year to ensure the long-term
survival of the rain garden's vegetation. The Owners also shall maintain vegetation as
follows: 1) replace all dead vegetation as soon as possible; 2) remove fallen leaves and
debris as needed; 3) remove all noxious vegetation when discovered; 4) manually weed
without herbicides or pesticides; 5) during drought conditions, use mulch to prevent
excess solar damage and water loss.
5. The City of Edmonds is hereby granted by the Owners the right, but not the obligation, to
enter upon the property described on Exhibit A at all reasonable times for the purpose of
inspecting the private stormwater rain garden facility. If, as the result of any such
inspection the City of Edmonds determines that the rain garden is in disrepair, requires
maintenance or repair, or is otherwise not functioning as provided in the BMP site plan,
the City Engineer or his designee shall have the right, but not the obligation, to order the
Owners of the property described on Exhibit A to maintain or repair the same.
6. If the City of Edmonds determines that the rain garden requires maintenance or repair
pursuant to Section 5, the City of Edmonds shall provide notice to the Owners of the
deadline within which such maintenance or repair must be completed. Said notice may
further advise that, should the violator fail to perform required maintenance or make
repairs within the established deadline, the work may be done by the city or a contractor
-designated by the City Engineer and the expense thereof shall be charged to the Owners.
The City's officers, agents, employees, and contractors shall have the right, which is
hereby granted by the Owners, to enter upon the property described on Exhibit A in order
to perform such work. The Owners shall bear the cost of all work performed.
7. The Owners shall indemnify, defend and hold harmless the City of Edmonds, its officers,
officials, employees and agents from any and all claims, demands, suits, penalties, losses,
damages, judgments, attorneys' fees and/or costs of any kind whatsoever, arising out of
or in any way resulting from the approval of the rain gardens, the installation and
presence of the rain gardens, and the acts or omissions of the Owners, their officers,
employees, contractors, and agents relating to the construction, operation and
maintenance of the rain gardens on the property, except for the City's intentional and
willful tortious acts, and waive and release the City of Edmonds from any and all claims
for damages and injunctive relief which the Owners may themselves have now or in the
future, by reason of the construction, maintenance and operation of said rain gardens.
8. This covenant shall run with the land and be binding upon the Declarant, as the owner of
the property described on Exhibit A, and on Declarant's successors and assigns as to such
property.
Dated:
I KNE777486.DOC; 1\00006.900170\ )
DECLARANT:
(Signature)
(Print Name)
19.
6C>a'06-Aj A SM151-11z'
kQ.
AA A 6 7111-
State of Washington
ss.
County of Snohomish
APPROVED
CITY OF EDMONDS
(9-fg-wa6e) -
Jun,'4--e Lkwbv-L
(Print Name)
Er'�:,ncezinq -reQhn',ejo-n
(Titl6f
-5
On this day personally appeared before me 6otAf n A S491,41 k (Declarant) to me
known to be the individual, or individuals described in and who Lecuted the within and
foregoing instrument, and acknowledged that he (she or Lhey) signed the same as his (her or
their) free and voluntary act and deed, for the uses and purposes therein mentioned.
11? c�20 / -3
SUBSCRIBED AND SWORN before
me this day of 20 to
CS 6 1,
6( 2"
(Signature))
0!;
0
Of
0
(Name legibly printed or stamped)
L
Notary Public in and for the State of Washington.
&
r
Residing at:
My commission expires
[ KNE777486. DOC; 1\00006.900170\ )
Exhibit A
Legal Description
Sectio'n 19 Township 27 Range 04 Quarter NE - S 153FT OF N 306FT OF W 187FT
M/L OF SE1/4 NE1/4 LESS S 80FT.THOF & EXC W 40FT THOF TO CITY OF ED PER
AUD FILE NO 7612080263 1052/323 AKA LOT 1 OF CITYOF EDMONDS SP NO S-10-
77 REC UND AFN 7708230177
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Certificate of Occupanc
Building Division
_/1') C. I go
This certificate is issued in accordance with the requirements of Section I I I of the b9 International Building Code certifying
that at the time Of issuance this single family residence was in compliance with the applicable provisions of the codes and
ordinances. of the city regulating construction and use of buildings.
Description: 64 - Single Family Residence New
Site Address: .20019 80TH AVE W, EDMONDS Pe I rmit No- BLD20130415
Construction Type: VB Parcel No: 27041900108100
Owner: GOR ' DON SHAFLIK Occupancy Group: R-3/U
24516 43RD AVE. SO.
KENT, WA 98032
WMA ",za,
iuilding Official
4
POST IN A CONSPICUOUS PLACE
12/20/2013
Date Issued
0
STAGGER JOINTS (TYP.)
SEE NOTE 2
WATTLE SPACING TABLE
SLOPE
MAMMUM SPACING
1:1
la - a,
2:1
217-Ir
3:1
W-(r
4:1
4a-U"
PLAN VIEW
SPACING VARIES (TYP.)
SEE WATTLE SPACING TABLE
2x2 x T -
TRENCH SEE NOI
2x2 x 7 - On WOODEN STAKE
SPACED EVERY 4- U- D.C. (TYP.)
2�
TYPICAL SECTION
WATTLE DETAIL
I
NOTES
1 . Wattles shall be In accordance with Standard Specification
9-14.5(5). Install Wattles along contours. Installation shall
be In accordance vAth Standard Specification B-01.3(10).
2. Securely knot each end of Wattle. Abut adjacent Wattles
tightly, and to end, Without overlapping the ends.
3. Pilot holes may be driven through the Wattles and into the
soil when soil conditions require.
4. Live stakes may be used for permanent Installation and shall
be in accordance Wth Standard Specification 9-14.5(6).
5. Wattles shall be inspected regularly, and Immedial:* after
rainfall produces runoff, to ensure they remain thoroughly
ntrenched and in contact %vith the soil.
6. Perform maintenance In accordance with Standard Specl-
fication B-01.3(15).
SEDINIENT TRAPPING
AREA (TYP.)
SPACING VARIES (TYP.) STATE OF
_S
EE WATTLE SPACING TABLE
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
MARK W. MAURER
CERTIFICATE NO. 000598
WATTLE - SEE DETAIL
---- -- ----------
WATTLE INSTALLATION
ON SLOPE
STANDARD PLAN 1-30.30-00
SHEET I OF 1 SHEET
APPROVED FOR PUBLICATION
SECTION Pasco Bakodch N 09-20-07
WaddnOm Skft Dp"wd ar TrwmpwkMon
di,
TEMPORARY EROSION/SEDIMENTATION CONTROL NOTES
1. APPROVAL OF INS TEMPORARY EROSION SEDIMENTATION CONTROL
(TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD
OR DRAINAGE DESIGN (E.& SIZE AND LOCA71ON OF ROADrh PIPES.
RESMCTORS. CHANNELS. RETEM71ON FACIUMES, U11.111M ETC�
1 THE DARMMTA71ON OF THESE TESC PLANS AND THE CONSIRUCTIM.
MAINTENANCE. REPLACEMENT. AND UPGRADING OF THESE 70C FACILITIES
IS THE WSPONSIBILITY OF THE APPUCANT/TESC SUPERVISOR UNTIL
ALL CONSTRUCTION IS APPROVED.
& THE BOUNDARIES OF THE CLEAMNO LIMITS SHOW ON THIS PLAN
SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE
(OR FENCING IF REQUIRED) PRIOR TO CONSTRUCTION.
DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE
CLEARING LU75 SHALL BE PERMITTED. THE CLEARING LIMITS
SHALL BE MAINTAINED BY THE APPUCANT/TESC SUPERVISOR FOR
THE WRA71ON OF CONSTRUCTION.
4. THE 7ESC FACIU71ES SHOWN ON THIS PLAN MUST BE CONSTRUCTED
PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO
ENSURE THAT THE TRANSPORT OF SED504T 70 SURFACE WATM DRAINAGE
SYSTEMS AND ADJACENT PROPERTIES IS MINIMIZED.
& THE 70C FACIU71ES SHOWN ON THIS PLAN ARE THE MINIMUM
REQUIREMENTS FOR ANTICIPATED 97E COND17IONS DURING THE
CONSTRUCTION PERIOD, THESE 7ESC FACILITIES SHALL BE UPGRADED AS
NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR
CHANGING S17E COND17IONS (E.& ADD17IONAL SUMPS. RELCCA7ION OF
DITCHES AND SILT FENCES, ETC.)
& THE 7ESC FACILITIES SHALL BE INSPECTED DAILY BY THE
APPUCANT/TESC SUPERVISOR AND MAINTAINED TO ENSURE CON71NUED
PROPER FUNCTIONIN& WRITTEN RECORDS SHOULD BE KEPT OF WEEKLY
REVIEWS OF THE TESC FACILITIES DURING THE WET SEASON (OCT. I TO
MARCH 31) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (APRIL I
TO SEPT 30).
7. ANY AREA STRIPPED OF EXPOSED SOILS. INCLUDING ROADWAY
DOWMENTS. THAT WILL NOT BE DISTURBED FOR 2 DAYS DURING THE WET
SEASON OR 7 DAYS DURING THE DRY SEASON. SHALL BE IMMEDIATELY
STABILIZED W17H THE APPROVED TESC METHODS (E.G. NG6
MULCHING. PLASTIC COVERING6 ETC.)
& ANY AREA NEEDING 7ESC MEASURE. NOT REQUIRING IMMEDIATE
ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS.
9. THE 7ESC FACIU71ES ON INACTIVE 97M SHALL BE INSPECTED AND
MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS
FOLLOWING A STORM EVENT.
10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED
70 ACCUMULATE BE WITHIN A CATCH BASIN. ALL CATCH BASINS AND
CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVINQ THE CLEANING
OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INM THE
DOWNSTREAM SYSTEM.
11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE
INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE
DURATION OF THE PROJECT. ADDITIONAL MEASURES SUCH AS WASH PADS
MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN
FOR THE DURA71ON OF THE PROJECT.
12. ANY PERMANENT RETENlION^-TENTION FACILITY USED AS A
TEMPORARY SETTLING BASIN SHALL BE MODIFIED W17H THE NECESSARY
EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE
CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS
AN INFL7RA71ON OR DISPERSION SYSTEM, THE TEM]PORARY FACILITY
MUST BE GRADED SO THAT THE BOTTOM AND ODES ARE AT LEAST I FOOT
ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
1& WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED.
IT SHALL BE APPUED AT A MINIMUM THICKNESS OF TWO INCHES.
DISTURBED AREAS*
NOTE: ALL DISTURBED AREAS ON AND OFF SITE
SHALL BE COMPOST AMENDED TO MEET THE
REQUIREMENTS OF BMP T5.13 IN THE
STORMWATER MANUAL, VOL V, CHAPTER 5.
OD
VO�v -,11150
INSTALL DRNMAY CULVERT IF THERE
IS A ROADSIDE DITCH PRESENT
2*-40 QUARRY SPALLS
1. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO
LONGER IN ACCORDANCE WITH THE SPECIFICATIONS.
2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING
TRACKED ONTO PAVEMENT. THEN ALTERNATIVE MEASURES TO KEEP THE
STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE
STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ElfMANCE,
OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED. IT
SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK. AND WASH
WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND.
3 ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED
&MEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING
SHALL BE REMOVED OR STABII ON SITE THE PAVEMENT SHALL NCT
I BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS
NEFFECTIVE AND THERE IS A THREAT 70 THE PUBLIC SAFETY. IF rr IS
NECESSARY TO WASH THE STREETS. THE CONSTRUCTION OF A SMALL
I
SUMP SHALL BE CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED
INTO THE SUMP.
i'4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END
UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
5. IF VEHICILES ARE ENTERING OR WnNG THE SITE AT POINTS OTHER
THAN THE CONSTRUCTION ENTRANCE(S). FENCING SHALL BE INSTALLED TO
CONTROL TRAFFIC.
PROVIDE FULL WIDTH OF
INGRESS/EGRESS AREA
/e"—j""\—00NSTRUCTl0N ENTRANCE
�'j NOT TO SCALE
HEIGHT OF BERM Ar 12*.
04
24"
C MPOST
2) 1
OT TO SCALE
C,all 2 Wor"v Days EWore You Dig
1-800-424-5555
TO
A/N
L L
MAY 10 2013
8UILDING DEPARTMENT
CITY OF EDMONDS
3/13
CONTRACMR SiALL VERIFY LOCATION AND DERIM I
OF ALL SUNICES AND UnLITIM IN THE FIELD
PRIOR TO CONSMCTION I
C.0
F GND-=-398.0-
INFIL. TRENCH
(DTL 2 SHT C4)
LENGTH REQ'D=100 LF
50 LF INFIL. TRENCH
W/ 4-0 PERF. PIPE
BOT. EL TRENCH=394.5
_j
m
Cn
m
to I
O\JERFLOW
INSTALL 6-0 C.O. WITH
'� WITH
GRATE LID FLUSH TO
SU�RFACE
GN D=397.0
ROOF DRAIN SUMP
RIM=397.3
Ir
IE 4 =395.9
(DTL 3 SHT C4)
10 LF 4" PVC
PROPERTY
BOUNDARY 4"0 C.O. SS
IE=393.5
103 LF 4" PVC 0 2% MIN. r—
SS SS — SS — SS — SS EXIS. WkfEF� 3/4
EXISTING SS PVC 62 LF
METER
. . . . . . . ...... 48"0 DRYWELL
4" PERF= C.O. q .. .... ...... .. ..... ..... .
GND=397.2 DS APPROX .135., FOOTING DRAIN ... GND=398.0'
5.75'
.. ...... .. . ..... BOT=393.0
'TL -5)
(CITY DTL A
fD
Pvr
15 LF 4" PVC
IE 4"
PERF=395.
LDESIGN WS
IE=395.5
lip UP U P . ........
0 VIER 5' B!%L DESIGN WS
_G G G_ G
1' ODE BERM AS TYPE 50 AREA DRAIN W/ GRATE 12gAINAGE AND UTILITY NOTES
NECESSARY TO CONTAI RIM=396.4 1. ROOF DRAINS SHALL BE 4" DIA. PVC SDR 35 SLOPED AT 2% MIN UNLESS OTHERWISE NOTED.
DESIGN VOLUME IE 4" PVC IN=394.7
IE 4" PVC OUT=395.5 FOOTING DRAINS SHALL BE 4" DIA. SDR 35 WITH PERFORATIONS DIRECTED DOWNWARD.
2. ALL DRAINAGE PIPING AND STRUCTURES ARE SUBJECT TO CITY INSPECTION PRIOR TO
5 LF 4" PVC BACKFILLING.
3. USE SAND COLLARS AT AREA DUN CONNECTIONS TO PVC PIPE.
1 91 =1 0' ENGINEERING DIVISION 4. AREA DRAINS SHALL BE SHOPE TYPE 50 OR EQUrV.
APZ,?,7�/tD S NOT D 5. IF RE -USING EXISTING SIDE SEWER (FROM PROPERTY LINE TO HOLISQ: PROPERTY OWNER MUST
k a Date: dO zt HAVE CONDITION VERIFIED AND PROVIDE A REPORT TO THE PUBLIC WORKS DEPARTMENT.
F 6. IF RE -USING EXISTING SEWER LATERAL (FROM PROPERTY LINE TO CITY MAIN): CONDITION MUST
BE VERIFIED BY PUBLIC WORKS DEPARTMENT. CONTACT EDIVIOND'S SEWER DIVISION AT 425-771-02
0 10 20 Call 2 Workhg Days Before You Dig
I—AItVl—A9A—_AWr%r% im REMONS WE
$e7 IT
,QQ
DRIVEWAY
S/w
1035 SF
_70 SP
_G;
Vbem� Cut
S
-VI
ff fAlym
NOTE -
ASPHALT SURFACE FOR
m DRIVEWAY SHALL BE
V)
m USED IN ROW
LLJ
C)
DO
0
Ow
ROCK PAD (T tO) 6'
2-4"0 ROCK
DEPTH
BOT. AREA REQ'D=70 SF
SEE SHT C5 FOR-BLANU
ul( -
b/w 1) 0 3 5 Sf +0 9,& it 4_
pbo� A 587se +0 � 4
gw� 1) 1, 6(- '56 1 fya�16o ,
.Tf.ench -
P OJECT SITE: 20019 80TH AVE W 1 MY COMMENIS 5/6/13 UTILITY AND DRAINAGE PLAN
CONTIMTOR SHAL VERIFY LOCATION AND DMHS
EDMONDS, WA 98026 OF ALL SERVICES MD UnUnES IN THE FIELD
TAX PARCEL 27041900108100 PRIOR M CONSMCIION Shaflik Residence
I "M
R " 1' F -8 ,
. S tuWIN
G—
EL.=395.1'
MAr, 10 2013.
8UILDIl' DE TMEN
CITY F Not.::
VAc
WA
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IST
/OaN& 5/8/13
m4a4c.-art"y' #=IAEr fml_4�
9957 171st Avwwo SE
Renlwj� WaAbgton 98059
425.271.5734 C3
MYDROLOGY - HYDRAULICS - ENGIhMING
V�y &Y NAY 0_-3
- —0- 1— TH VARIE6-�� C_3
YA�D DRAIN BOTTOM WIDTH VARIES-' lY2-27.
W/ GRATE —
(RAIN GARDEN
3
4"0 3
U ET 1 1 PAVEMENT
0 RoAl'N GA4EN (RAIN GARDEN #1)
11 ADJUST CURB
ID \-/ 0 \-/ 0 \_/ 01 HEIGHT AS NEEDED
0 - o - 0 - (I.
SCARIFY SUBGRADE TO A
DEPTH OF 3" PRIOR TO
PLACING RAIN GARDEN SOIL
RAIN GARDEN
ROCK PAD ir
2-4"0 ROCK
6" THICK
GA44,12A PLANTING SOIL
MIX (SEE SPECS
SHT C5)
NOT TO SCALE
LAWN OR
LANDSCAPE
IA1111 IIAI %lAI It III
T PSOII;),
o.
............................................
.................................. *** ......
............................................
VAl ZI ES.
...........................................
MIRAFI 140N
0 0
4"0 PERF. PVC )LO, �� 11 ') - NON -WOVEN
0, r")Ztj 'B11- FILTER FABRIC
SDR 35 Qa
RRoll 0.75'
1.5-1.75- 0
ROCK
TRENCH '
& FLOOR
1.0,_ 1 1.0,
2.0'—
VERT=395.75
1.25'
_4ESIGN
OT=394.5
NOT TO SCALE
4" DIA PVC
ROOF DRAIN
am
SUMP LID (ORENCO
FL-18-48U
OR EQUIV.)
1
18" MIN.
I I \-/ \-/ \-/ \-/ I \-/
4" MIN. 0 0 0 0 0
- .-0-0-0-0-0
ROOF I DRAIN SUMP
18" DIA ROOF
SUMP (ORENCO
PB-18 OR EQUIV.)
x Mlilll,:, 4"0 PVC TO I N FI L.
.............. TRENCH
4- DIA PVC ELBOW W/
AV MESH SCREEN
CLEAN (+— FINES)
%" PEA GRAVEL
NOT TO SCALE
RESUB
MXY 10 Z013
BUILDING DEPARTMENT
CITY OF EDMONDS
mc
WA
c
78
IST
/ON& 5/8/13
RAIN GARDEN #2
TREES
SYMBOL
SCIENTIFIC NAME
COMMON NAME QUANTITY SIZE (MIN.)
CORNUS NUTTALLII 1 1- CAL (MIN.)
PACIFIC DOGWOOD
ACER CIRCINATUM 1 1- CAL (MIN.)
MULTI -STEM \(INE MAPLE
SHRUBS/GROUNDCOVER SCIENTIFIC NAME
SYMBOL COMMON NAME QUANTITY SIZE (MIN.)
Ee
(2)
SYMPHORICARPUS ALBUS
SNOWBERRY
SPIRAEA GOLDFLAME
GOLDFLAME SPIREA
CORNUS SERICEA
RED -TWIG DOGWOOD
CORNUS SERICEA
YELLOW DOGWOOD
GAULTHERIA SHALLON
SALAL
POYSTICHUM MUNITUM
SWORD FERN
3 2 GALLON
10 1 GALLON
9 2 GALLON
5 1 GALLON
5 1 GALLON
5 1 GALLON
RAIN GARDEN #1
RAIN GARDEN PLANTING SOIL MIX
RAIN GARDEN PLANTING SOIL MIX SHALL CONSIST OF APPROXIMATELY 50% SOIL AND
50% DECOMPOSED ORGANIC COMPOST, THOROUGHLY MIXED TOGETHER.
SOIL SHALL BE'SANDY LOAM OR LOAMY SAND. THE SOIL COMPONENT SHALL MEET
THE FOLLOWING GRADATION REQUIREMENTS:
US STANDARD
SIEVE SIZE
% PASSING BY
WEIGHT
3/8-INCH
100
NO. 35
85 TO 100
NO 100
40 TO 60
270 1
10 TO 30 1
SOIL TESTING SHALL INL;LUDE SOIL FERTILITY AND MICRONUTRIENT ANALYSIS FROM
AN APPROVED INDEPENDENT LABORATORY. THE MIXTURE SHALL BE AMENDED TO
CREATE OPTIMUM CONDITIONS FOR PLANT ESTABLISHMENT AND EARLY GROWTH
USING AT RATES INDICATED BY THE SOIL TEST.
DECOMPOSED ORGANIC COMPOST SHALL BE MATURE, BACTERIAL DOMINATED
COMPOST. THERMAL COMPOSTED WITH A MINIMUM TEMPERATURE OF BETWEEN 135
AND 160 DEGREES THROUGHOUT THE ENTIRETY FOR AT LEAST 15 DAYS PRIOR TO
CURING. AT LEAST 90% OF THE MATERIAL SHOULD PASS A/4 INCH SCREEN. MOISTURE
CONTENT OF THE COMPOST SHOULD RANGE BETWEEN 35 AND 50%.
1 11=59
10
F0
LAI
RESUB
MAY 10 2013
BUILDINC3 DEPARTMENT
CITY OF EDMONDS
B/1 3
PLANTING SCHEDULE
ED MCCARTHY, P.E., PS 9957 171 AVENUE SE
Hydrology - Hydraulics - Engineering RENTON, WA 98059
(425) 271-5734
April 22, 2013
Mr. Gordy Shaflik
24516 43rd Ave S
Kent, WA 98032-4164
Re: Residential Stormwater Design
20019 80th Avenue West, Edmonds, WA 98026
Dear Mr. Shaflik:
At your request, I've prepared a stormwater design for your proposed single-family
residence located at 20019 80th Avenue West in Edmonds , Washington. Your project is
located on a 10,700 square foot lot and will create over 5,000 square feet of new or
replaced impervious surfaces. Based on the City's design procedures, your project is
categorized as a Small Site Project requiring Category 2 flow control standards.
I followed the City's development information brochure E#72B in developing the
drainage planfor the project. The proposed development includes a 1,035 square foot
driveway and 4,200 square foot roof.
A combination of low impact development (LID) flow control best management practices
(BMPs) were selected for the drainage design including rain gardens and infiltration
trenches. The simplified design approach described'in publication E#72B was used to
size the BMPs.
Four soil logs were recorded on site to a depth of 4 feet (Attachment A). No groundwater
or perched water table was observed in the soil investigation. Soils in the elevation range
of the infiltration surface were determined to be primarily loamy sand, based on USDA
texture assessment. An infiltration rate of 2 inches per hour is recommended for this soil
textural class. Applying a long-term factor of safety of 4.0, results in a design infiltration
rate of 0.5 inches per hour (City of Edmonds, April 20, 2010).
A summary of the sizing parameters for onsite impervious areas and the resulting size of
the proposed flow control BMPs is provided in the table below. Runoff from all of the
impervious surfaces on the site will be managed with a flow control BMP. Drainage from
the roof will be managed in a system of interconnected infiltration trenches and a rain
garden. The infiltration trench design includes an overflow riser that discharges to the
rain garden.
R E =
I Ecav, ED
APR 2 3 2013
DEVELOI'VIENT SEPMUta CT11-
CITY OF EDMONDS
Mr. Gordy Shaflik
Page 2
April 22, 2013
Summary of Flow Control BMPs
Basin
Impervious Area
Type of BMP
Sizing Factor
BMP Size
(SF)
Driveway
1,035
Rain Garden — 6"
6.8%
70 SF Bottom
Ponding epth
Area
Roof
2,587
Rain Garden — 6"
6.8%
176 SF Bottom
Ponding Depth
Area
Roof
1,613
Infil. Trench - 1.5'
6.2%
100 LF
Depth
Total
5,235
As an added factor of safety, I specified a trench depth of 2 feet on the plan set, slightly
larger than the 1.5-foot depth standard using the simplified sizing method.
If you have questions about my analysis or design recommendations, please call me at
(425) 271-5734.
Sincerely,
D MCC
'3V WAS 4
C/)
ar
576
A
4-22-
Edward J. McCgrft, Ph.D., P.E.
References
U.S. Department of Agriculture, Soil Conservation Service, 1973. Soil Survey ofKing County
Area, Washington. Seattle.
City of Edmonds, April 20. 2010. Exhibit A — Stormwater Code Supplement to Edmonds
Community Development Code Chapter 18.30. Edmonds, Wash.
City of Edmonds, City ofEdmond Publication #e 72B — Low Impact Development (LID)
Stormwater Best Management Practices (BWs) Simplified Sizing. Edmonds, Wash.
Aftachment A. Onsite Soffs Logs
Shaflik Residence: 20019 80th Ave W, Edmonds, WA
Date:
4/17/2013
Test Hole:
HA-1
Elevation:
100.2
Depth (IN)
Texture Color
Mottling
Layer 1:
0-6
topsoil dk brown w/ organic
No
Layer2:
6-10
fill, dense light brown
No
Layer 3:
10-20
loamy sand
No
Layer4:
20-42
loamy sand
No
Depth to Bot. 46"
Stratification evident: Fill at 6-10" depth
Groundwater: None
Sandier soil at 40"+ depth
Soil sample taken at 40"
Shaflik Residence: 20019 80th Ave W, Edmonds, WA
Date:
4/17/2013
Test Hole:
HA-2
Elevation:
101.3
Depth (IN)
Texture
Layer 1:
0-5
topsoil
Layer2:
5-24
loamy sand
Layer 3:
24-48
loamy sand
Layer4:
Depth to Bot. 48"
Stratification evident: None
Groundwater: None
Notes
Roots to 26"
Soil sample taken at 40-48"
Soil damp at 40-48"
Color Mottling
dk brown w/ organic No
light brown No
No
No
Shaflik Residence: 20019 80th Ave W, Edmonds,
Date:
4/17/2013
Test Hole:
HA-3
Elevation:
102.3
Depth (IN)
Texture
Layer 1:
0-7
topsoil
Layer 2:
7-18
loam
Layer 3:
18-47
loamy sand
Layer4:
Depth to Bot. 47"
Stratification evident: Fill at 6-10" depth
Groundwater: None
Notes
Roots to 26"
Soil sample taken at 40"
Shaflik Residence: 20019 80th Ave W, Edmonds,
Date:
4/17/2013
Test Hole:
HA-4
Elevation:
103.1
Depth (IN)
Texture
Layer 1:
0-7
topsoil
Layer2:
7-30
loamy sand
Layer 3:
30-46
sand
Layer4:
Depth to Bot. 46"
Stratification evident:. None
Groundwater: None
Notes
Roots to 23"
Soil sample taken at 40"
Soil damp below 38"
WA
WA
Color
dk brown w/ organic
dk brown
light brown/red
Color
dk brown w/ organic
light brown
light brown
Mottling
No
No
No
Mottling
No
No
No
C.O. C.
IE 4" PEF
101.0'
INFIL. TRENCH
(DTL 2 SHT C3)
LENGTH REQ*D=100 LF
50 LF INFIL. TRENC
W/ 4"0 PERF. PIPE
OVERFLOW
INSTALL 6"0 C.O.
NTH GRATE LID
FLUSH TO SURFACE
EL 103.1'
HA-3
EL 102.3'
IE 4*
PERF=101.
BOT.
EL=100.3' 0 HA-2
EL 101.3'
3:1 SS
'=CREATE BERM AS
NECESSARY TO
CONTAIN DESIGN
VOLUME
ROOF DRAIN SUMP
(DTL 3 SHIT C3)
EL.=101.3'
PROPERTY
BOUNDARY INSTALL YARD DRAINS AS NEEDED
4" PVC TO COLLECT UPSLOPE DRAINAGE
a8
APPROXIMATE
LOCATION OF WATER
METER
"�MIVEWAY�/X'
1035 SF
I z
I!OTE.
P
SPH�LT URFACE
FOR DRI WAY
SHALL Br4EILISED IN
ROW
2 Wm�'/
00
ROCK DI)
BETWEEN
PAVEMEN
CARDEN
IOT. EL.-Zgg.O'___J--] A-1
3:1 SS I e) j [!L 100.2'
TOP � IN RIDE 1
EL=100.0' —(DTL 1 SHT C3 L.=100.0'
TAR(T—DRAO—W/ GRATE BOT. AREA REQD=70 SF
RIM=101.1 SEE SHT C4 FOR PLANTING PL
IE 4" PVC IN=99.5
IE 6" PVC OUT=100.3 DRAINAGE AND GRADING N e,525.mco
1. ROOF DRAINS SHALL BE 4" DIA- PVC ASTM 2729 SLOPED AT 2% MIN UNLESS OTHERWISE NOTED.
1"=10' FOo'nNG DRAINS SHALL BE 4' DIA. ASTM 2729 WITH PERFORATIONS DIRECTED DOWNWARD.
2. ALL DRAJNAGE PIPING AND STRUCTURES ARE SUBJECT TO CITY INSPECTION PRIOR TO
BACKFILLING
3. USE SAND COLLARS AT CB CONNECTIONS TO PVC PIPE.
0 5 10 Ca2wallim Dw Beftmyou CPU
PROJECT SITE: 20019 80TH AVE W CWMCM SKL VWY LOW= AM OMM GRADING AND DRAINAGE PLAN
EDMONDS, WA 98026 OF AL SUMS AM UMM IN TM MD
I PW TO COMM" Shaflik Residence
DGE OF
AND RAIN
4/21/13
Shaflik Residence: 20019 80th Ave W, Edmonds, WA
Date:
4/17/2013
Test Hole:
HA-1
Elevation:
395.3
Depth (IN)
Texture Color
Mottling
Layer 1:
0'6
topsoil dk brown w/ organic
No
Layer2:
6-10
fill, dense light brown
No
Layer 3:
10-20
loamy sand
No
Layer 4:
20-42
loamy sand
No
Depth to Bot. 46"
Stratification evident:. Fill at 6-10" depth
Groundwater: None
Notes
Sandier soil at 40"+ depth
Soil sample taken at 40"
--*- Percent Sand
RESUB
MAY 10 2013
BUILDING DEPARTMENT
CITY OF EDMONDS
100
STREET FILE
Shaflik Residence: 20019 80th Ave W, Edmonds, WA
Date: 4/17/2013
Test Hole: HA-2
Elevation: 396.6
Depth (IN)
Texture
Layer 1: 0-5
topsoil
Layer 2: 5-24
loamy sand
Layer 3: 24-48
loamy sand
Layer 4:
Depth to Bot. 48"
Stratification evident: None
Groundwater: None
Notes
Roots to 26"
Soil sample taken at 40-48"
Soil damp at 40-48"
Percent Sand
Color Mottling
dk brown w/ organic No
light brown No
No
No
100
Shaflik Residence: 20019 80th Ave W, Edmonds, WA
Date:
4/17/2013
Test Hole:
HA-3
Elevation:
397.6
Depth (IN)
Texture Color
Mottling
Layer 1:'
0-7
topsoil dk brown w/ organic
No
Layer 2:
7-18
loam dk brown
No
Layer 3:
18-47
loamy sand light brown/red
No
Layer 4:
Depth to Bot. 47"
Stratification evident: Fill at 6-10" depth
Groundwater: None
Notes
Roots to 26"
Soil sample taken at 40"
100
Percent Sand
Shaflik Residence: 20019 80th Ave W, Edmonds, WA
Date:
4/17/2013
Test Hole:
HA-4
Elevation,
398.4
Depth (IN)
Layer 1:
0-7
Layer 2:
7-30
Layer 3:
30-46
Layer 4:
Depth to Bot. 46"
Stratification evident: None
Groundwater: None
Roots to 23"
Soil sample taken at 40"
Soil damp below 38"
Texture Color Mottling
topsoil dk brown w/ organic No
loamy sand light brown No
sand light brown No
Percent Sand
100
e
Co
I
I —j
M
V)
M
x
CO
1��
CEDAR
8"0
!I ( �,& ,,-
&;;;a RMSE=
I Zone' 125- �� Comer Flag—
Setbac Required
Actual
Front w 05-
-7 /-7.
17 ,
S-Z 7- 5-
Sides/V/� 5- 5-
r,
Rear 6-
36 1 -.=-I 0,
Other
14eight
41-
0 10 2 0
PROJECT SITE: 20019 80TH AVE W
EDMONDS, WA 98026
TAX PARCEL 27041900108100
PROPERTY
BOUNDARY SS - SS
397 1
- 08 ON ON — ON
--W�ON --�,di
-30
08 - am 7.5' BSBL. EIH
G G G G G G
HEIGHT CALCS:
A = 398.2
B = 397.8
C = 395.9
D = 395.5
AVE GRADE = 396.9
ACTUAL = 418.3
MAXIMUM = 421.9
STRUCTURAL LOT LOT AREA: 10,731 SF
COVERAGE: AVE LOT SLOPE: 2%
RESIDENCE: 2,396
GARAGE: 1,311
PORCH: 48
TOTAL: 3,755(35%)
Call 2 Working Days Before You Dig
1-800-424-5555
ER SHALL VERIFY LOCA'nON AND DEPTHS
0 C:10
F SE CES AND LITILITIES IN THE FIELD
P To CO
R70R STRUCTION
APPROO"AE-0 SY PLANNIN
r
\1
SS — SS — SS
I H
A
398.2'
90
M
U) 195
00 ""1 �q/4
LO
04
G
DRIVEWAY
S/W
1035 SF
ENGINEERING DIVISION
AP=S NOTE
E
Date: L
0?5), �
NOTE: ALL'�dILS Td�PE COMPOST
AMENDED PER STORMWATER MANUAL
BMP T5.13.
Tow lmo-ev/vlm),� G7,
-D / VIj IU35 is -lc- -�rb
x0o C- Z6 e� -7 5 1F +() P, (--- -4' Z
Koo( ae 15 6 r- j.(j ly1filto4loy')
SITE PLAN
Shaflik Residence
G
RIE'SU13
MAY 3 0 2013
BUILDING DEPARTMENT
CITY OF EDMONDS
PLANNING DATA
SINGLE FA MILY RESIDENTIAL
1 STREET FILE
1 F_-L�fl
Narne:. IV ro�,7_701J I
Date: 16 ((3
Site Address: 1.0o (q So 4,,,e-
Plan Check ff:
Project Description:. (2-
Reduced Site Plan Provided.a/ NO)
koning: 12 S
Map Page:
Corner Lot: (YES VCP
Flag Lot: (YES
Critical Areas Determination ff: (-441:2-101 5_�Oe 3
El Study Required
aiver
SE0A Determination:
Ift-r-Exempt
El Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
Required
St t-
Side-
Side- -7-
A ctua� Setbacks
Street:
Side-
Side:
Rear: -3 ol"'
El Detached Structures:
El Rockeries:
cesLrel.1,
Fen - rellises:
s/Projecting Modulation: 0A-
El sta* irs/Deck:
Height
Datum Point:
Datum Elevation:
Maximum Height Allowed:
Actual Height:_..V -4,�_ G (9.3D
Other
Parking Required:
Parking Provided: -3
Lot Area: /0(_7 -3 t
Maximum L . ot Coverage: 35% Propose,d: C? C:)
Lot Coverage Calculations: AUL"se,, aq%, /?ofcla
ADU Created: (YES /00
Sub . division: -7 0.t
Legal Nonconforming Land Use Determination [ssued: (YES /(9
r a/c comments
,ee ))Minrev� Aeii
77. 4T-1-U-5_ Cdf AXJ_-� — I AttA bo�
to
tll�
923 AtAK
C
'6
9 Pri A- Ice OLck-
Plan Review By:
W
f6
q)
nmg D* Form G4-11-06Aoc
. )4,4,
V,46,v
'Lee
0 "'REET FILE
1
CITY OF EDMONDS
ENGINEERING DEPARTME9
APPLICATION FOR RIGHT-OF-WAY CONSTRUCTION PERMIT
(Applicant to Co.7lete A & H and Subrmt in Duplicate)
A. Perrait to be issued to: - 1� 71L D 9&w EZS aAZ 7'
For work at: (address or vicinity) �0611, '�' Ion -a I
Type of work to be done: JS7-.
(Attach Drawing When Applicable)
Time Required -- Start:_
7�e
Owner: A. 0 1
Name
%6
Mailing Address
City State
Contractor:
Name
?ZQ -'�)o y A 91)
Mailing Address
�-\Lrdwtlsnoo Wt\ 9 �RO-3(.
Ctty -- -I State
Finish:
3 Q 9- C�3
Telephone Number
1'K0 - -S'5 - ((J e
�tate License Number
Telephone Number
B, INIDE1,NITY: Applicant understands and by his signature to thi * s application, agrees
to hold,the City of Edmonds harmless from any injuries, damages or claims of any
kind or description whatsoever, foreseen or unforeseen, that may be made against
the applicant or the City of Edmonds, or any of its.departments or employees,
including but not limited to the defense of any legal proceedings including defense
costs, court costs, and attorney fees by reason of grariting this permit.
Upon issuance of this permit, the contractor is responsible for workmanship and
materials for a period of one year following the final inspection and acceptancq
of the restoration by the Engineering Department.
'Work subject to inspection and restoration in accordance with City Code. A
24-hour notice is required for inspection by the Engineering Department.
Call 775-2525.
Signature:
J 0
Owner or Agent Date Signed
C DO NOT WRITE BELOW THIS LINE (To be conTZeted by Issuing Agency)
Permit Issued (Date�7�) Permit Numb�m-15�0
Fee:-- Bond:
CITY OF EDMONDS TJmFP$A*ff-*W4G DEPT.
Examined y -A
e0l I In
Date 44, Ell, i il -
E rR S =OVAL DATE
Remarks
Nn 71N011 NI
IWALW717)OZ.019
NOTICE:
No warranty of accuracy.
The -information 'shown on the attached
map(s) was compiled for use by the City of
Edmonds,, its Employees and Consultants.
The City of Edmonds does not warrant the
accuracy of anything set forth on these
ma*_). Any person or ent.ity-requesting a
copy should conduct an independent
inquiry regarding the information shown on
th-e map(s), including, but not limited to,
the location of any sewer stub shown. Such
sewer stubs may or may'not exist and may
or may not exist at the location shown.
Neither the City of Edmonds nor its
emp-l-oyees or officers Shall be liable for the
information given on this map(s), nor for
any one representation provided based
upon said map(s).
APPLICATION
The City of Edmon&T Tw J�w for EASEMENT NO - --------------------------------------------
R r FILE SIDE SEWER PERMIT
NEW CONSTRUCTION Ej REPAIRS 0 LID NO . .................. ASMT. NO - ------------------
pgE= -T
_�MX
OWNER ----- -------- ---------------------------- CONTRACTOR .... ------- .......................... PERMIT NO.
JOB ADDRESS ......... LEGAL DESCRIPTION: LOT NO - ----- ----------- .................... BLOCK NO . ....................................
—==r-= F=
------------- . .............
-T ........................................................... ..............................................
NAMEOF ADDITION -----------------------------------------------------------------------------------------------------------------------
7
4
40
co
Approved:
DATE ..... ? .... �.,,-? ............... B
P75 . . . . . . .
VTY.'. idVEOMV NO 0 SI 1 D E f S E W% E K P E k MY 1 T
WATEP,�.'.SE.WF.R"DEPANRTlq.T3N,,T.I.
!4. 41'!, IT 0
'PE'
V.
-525, for 4si, �Ey.qRE: ..Cove �a ort1bn,.iof %thel ocon �r�ction;),,,,
C Ill 775, de� isewer iriipectl rihg,!"'n T
7� e -o I r,.holiday ons�
a
4nspec�tion _11, be, provided' within, 12TIhours,aaft rprequst..: NWS&U-;�,�Sun.,,, 1n pect
DR*]tSgV,,L"t).C-k�T-10k'?OF,'�CONST-RUI,CITION,...".'..,.�.2.!)jD.1,�R ........
........ ....... . ......................... ............................
....................... ....... .... ....
-19.- 2 7 4:;:
Tj. 07�'-
....................................................... ........... ......................... .......... ............................
s.':W. 01
.0 7-1/4 -4, 1 A
..................................................... .................. ..... .............................................................. ...... � ....................... ................... ............................ .... .....
H I �r:'F
0W,—NER,AND/0R-,BUfLDER' ar e . ..... pa!�
.................. ........ ................ . .......................................................
......... .............
RE"
SS ......... .. . ...................... .................................... . .....
i� Rpr rc�
;10GNXM,9G TORISWMIX &,Affifi � . ....... ....... I ...... i7 ...... .......... .............. .............................
-�,6onnee side seiver,. tw 4hel citY,"Saxiitary, �sewer
..................... ........ ... 191.1 f6r,repair andV�or,, otion, of..w
"in idan,6l6,,w1th),C1ty.!oVEdrno I nds ordinances*
i svrtem%, r4cco
THM FOLLOWINd:,
'NOTEI,No:��l—Ttfe,towrier§!of,'�the propirty:.may,-obtain
permit to.constru6t.isewcr fiiside�proi�ertyilinei.,A"lidensed,:Side sewer �Contractor:must, be�-dmploy6&;to id.oru;truct
ldi�isewerIimstreet jarea!_�'. D o-not. cover �any.,,port Ion 'of sewer -before it bas!6cen-ilnspected�-
a 7
.NOTEi No. 2—,,
q I MV , jwork*�performed',Inl city right�of-way requ. fres;,an Invasio.n,,.of.-RJght-of-Wa:y.'Pe.rmit?6.b,tal�able,'from-the.,City,Engineer',s-offi�e�,-
.NOTE' -No: '3—Obialn� fu I Iv In'fqrm at Ion .,regard i ng; Ordinance% 141.16�030 and' -Regulations
goverqing'iideris6wers�'wheni,,you. get permit .
ffiInimuml;grade,:of- 2
line - sind(d 21,inchei�. inside, �pio�*ty� line;; NoA6nds(dnr4rade,.-
�'�wlll,,be..penyiitted!
NOTE..,No;. "must' b6,',,watei� settled- and' iurface�"of"sti�6et.:iestored�.to, originaJ( condition. Contrd&ors shall,lbe 'responsililie lio'r fallure:`due, tol,improper�
mclik-which, may -develop within one-year of!completfon�
t t
�0 - o;
err �M k ani 1w,p ovldl�&j6r, iff peimit,'�'r,'�t�),do'i,�'n�,,work,4orv,the�rri'ain iiewer,oelits�"ELp�purt�nirices;:excep
No. ter�or-,, do,-any,bth or �th the,
- I . . . , :r I , " ]�:t . , ", " - '. - , - . n
sl� he,�pipej into, the,,wye;
T
]E�y ....... :Dife. Date . ................... . .............. ..
DIMPRROVED� .,Q;. ,,Pate; ... ..... . ............... ........ ....... ....... . ... . .............. ...............
-By ....... ............................ ........ ......... ...............................
WPROV Date.
A WD
T) ..... ............. ........ ................................. ................
Ae- Ait t-
............ ................. ......... ........................................
........................ ......................
.......... .. ........................ .......... .........
. . ........... .............. ........................... ............ ...... ....... ...........
:-MUST e r. -irm ipofistr -Req�est. For; Inspe6tim,
��rimftptiDpp B �yj�e o
- q6s f F* Perforxningl�, uctiorr,FR10R_Tw
7
n ..... . hereby',cert e Ahis)�.permit-.,
FPADD
YRO
Date-,
..................
-dw ................. ..................... ....... .................... , ify.thatAhe,-sid' -sev�,6r,�i*nst6.1i.at.ion,,constru6�ed"�ifnder.
Contracting, Firm PerfGrming Xonstruction):
stillbdllfi�ac , cordahce, wi th�lalfgovernin'g, ordinali
ces!.of the:,CifY:,6f:Edrnonds.
A
..................... ......
**Dat6d, this .......... .......... day� .................
of
-,TC at 'as Tel _SleW.er'�E]ll' -9ther,,, iE];
you� r,
1�ic�.,BEJFVRE; �41g for:.AW, ert;g_;.r, ephonWgl :..,Fowe
APPLICATION
The 'City of Edmonds for EASEMENT NO - --------------------------------------------
SIDE SEWER PERMIT
NEW CONSTRUCTION El REPAIRS F� LID NO. ---------------- - ASMT. N .................
'3 Y ........ - ---------------------------------- ............................
OWNER -�ff"'!..L..'� - -------- ....... CONTRACTOR ------------------------------------ PERMIT NO . ..... Atbl\
--------------
a,c 6,
JOB ADDRESS ------ . .. ........................................................................ LEGAL DESCRIPTION: LOT NO - ----------------- BLOCK ......
lef, -27 If .5 41; 300 s
.......................... . .......................................................................................................................
NAMEOF ADDITION .......................................................................................................................
Approved:
DATE............................................ By ............................................................
11/75
IiL
Office of the City Engineer
September 15,1976
Mr. Harley N. Foster
20019 COth Avenue W.
Edmonds, U'ashington 98020
SUPI-JECT: V)ITJ AVENUE RIGHT-OF-WAY - SOUTH OF 200TH STREET S.W.
Dear Mr. Foster:
The City of Edmonds, through the appropriate planning processes, has
established a proposal for a 40-foot street right-of-way at the subject
location; the strip is presently used as a road and utility corridor.
In order for the City to naintain the road and to provide associated
services. it is necessary that the riqht-of-viay be established for
public purposes. "lased on infomation from a local title company,
you are listed as owner of a portion of the proposed street.
Attached is a deed granting to the public, the necessary right-of-way.
We solicit your cooperation in establishing this riqht-of-,.,',ay. Please
sign the deed and return It to this office at your earliest convenience.
If you have any questions, please contact us by telephone.
RIIA:LRL:mjr
Attachrent
Yours very truly,
CITY OF EDkirtiDS
LEIF R. LARS014, P.E.
City Engineer
QUITCLAIM DEED
The Grantor.S herein ...... tiarl.ey. ... M,..-FoSter .. and.. hiS-.Wife.,A1yce ... Ao; ... Fos -ter .. ......................... . ......
.............................................................................................................................................................................................
for the consideration of ........ �.mutua-1 ... benef-its--to-be-derived ..........................................................................................
the receipt of which is hereby acknowledged, and also of benefits to accrue ........ them ..... ............... ... by reason of laying
out and establishing a public road through .... their ....... ........ property, and which is hereafter described, do ...... convey,.
release and quit -claim to the City of Edmonds, State of Washington, for the use of the public forever, as a public road
and highway, the following -described real estate, including anv interest therein which
grantor may hereafter . acquire, viz:
The westerly 40 feet of the south 153 feet of the north 306 feet of the
west 187 feet of the southeast )i of the northeast,-1-4 of Section 19,
Township 27 H, Range 4 E, W.M.
situated in the County of Snohomish, State of Washington.
The Grantor.... hereby agree.... and consent.... to the establishment of said road as surveyed and of record in the
City of Edmonds Engineer's offic e as Survey No_ ................... and to the perpetual maintenance of the same as a City
Street, and waive.... all claim for damages of whatever kind which may be occasioned to adjacent land by the location,
establishment, construction, drainage and maintenance of said street, and agrees and consents to the ri.ght of the City to
make * all necessary slopes for cuts and fills whenever they extend beyond the right-of-way line, upon above mentioned
street, all in conformity with standard practices of City street construction, and to, the sarne extent and purpose as if
the rights herein granted had been acquired by condemnation proceedings under Eminent Domain Statutes of the State
of Washington,
Said covenaid,4 shall riin with the land aod be binding upon the grantor. -successors or assigns.
(lay of ... ......... ...
A.[)., 19 . ......
STATE OF WASHINGTON,
ss.
COUNTYOF ............................ .........................
On this ................... ...... .......... �—! day of ............ 1 19 .. ..... before me, the
undersigned, a Notary Public, in and for the State of Washington, duly commissioned and sworn, personally came
.. . .. ....................
to me known to be the ...... of the .......................
................. ............................. .. --------- ................ the Corporation that executed the within and foregoing instrument, and
acknowledged the said instrument to be the free and voluntary act and deed of said Corporation for the uses and
purposes therein mentioned and on oatli stated that ...... lie .... . w ............... .... authorized to execute said instrument, and
that the seal affixed is tile seal of said Corporation.
IN '�VITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year in this certificate
above written.
Notary Public in and for the State of Washington, residing at ............... .
STATE OF WASHINGTON,
ss.
COUNTY OF ............. ..........
On this ............ day of 19 .. . ...... before me, a Notary Public in and
for the State of Washington, duly commissioned and sworn, personally came ...............................................................................
......... .-- to me known to be the individual ....
described in and who executed the within instrument and acknowledged to me that ................................ signed and sealed
the same as ....... . ..... free and voluntary act and deed for the uses and purposes therein mentioned.
Witness my hand and seal the day and year first above written.
Notary Public in and for the State of Washington, residing at .......................................................................... -
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QUITCLAIM DEED
The Grantor.5 herein ...Fred..A. ..stark,. and his wife,, Alma -1 Stark ... . ... ...
.......................................................................................................................... ..............................................................................................
for the consideration of .,...mutual ... benefits ... to --- be ... der-i-ved ................................................................................................
the receipt of which is hereby acknowledged, and also of benefits to accrue ........ them ......................... by reason of laying
out and establishing a public road through .... their ................. property, and which is hereafter described, do.eS convey,
release and quit -claim to the City of Edmonds, State of Washington, for the use of the public forever, as a public road
and highway, the following-descrihed real estate, includin� anv interest therein which
grantor may hereafter acquire, viz:
The westerly 40 feet of the north 153 feet of the southeast 4
of the west 262 feet of the northeast 114 of Section 19., Township
27 N, Range 4 E, W.H.
situated in the County of Snohomish, State of Washington.
The Grantor.... hereby agree.... and consent .... to the establishment of said road as surveyed and of record in the
City of Edmonds Engineer's offic e as Survey No ...................... and to the perpetual maintenance of the same as a City
Street, and waive.... all claim for damages of whatever kind which may be occasioned to adjacent land by the location,
establishment, construction, drainage and maintenance of said street, and agrees and consents to the right of the City to
make. all necessary slopes for cuts and fills whenever they extend beyond the ri.ght-of-way line, upon above mentioned
street,- all in conformity with standard practices of City street construction, and to the sarne extent and purpose as if
the rights herein granted had been acquired by condemnation proceedings under Eminent Domain Statutes of the State
of Washington, ... ....... . ................. .... ..... ..
Said covenanL.q shall rnn with [he land and be binding upon the grantor.. ... successors or assiMis.
Dated this day of A.D., 11) .. ....
STATE OF WASHINGTON,
ss.
COUNTY OF . -.1
On this. . ... ... .. .: day of . ' * * * ... . .. 1 19. before me, the
undersigned, a Notary Public in 'and for the State of Washington, duly commissioned and sworn, personally came
to me known to be the of the
........... the Corporation that executed the within and foregoing instrument, and
acknowled.,,Nd the said instrument to be the free and voluntary act and deed of said Corporation for the uses and
purposes therein mentioned Ind on oath stated that lie. W. . authorized to execute said instrument, and
that the seal affixed is the seal of said Corporation.
IN IvVITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year in this certificate
above written.
Notary Pu blic in and for the State of Washington, residing at ........................................ .. .. ...............
STATE OF WASHINGTON,
ss.
COUNTY OF
On this ........ day of 19 ............. . before me, a Notary Public in and
for the State of Washington, duly commissioned and sworn, personally came ------- ........ .............................................................
............ to me known to be the individual ....
described in and who executed the within instrument and acknowledged to me that ........ . ........... signed and sealed
the same as free and voluntary act and deed for the uses and purposes therein mentioned.
Witness my hand and seal the day and year first above written.
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Notary Public in and for the State of Washington, residing at ............................................................................
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Office of the City Engineer
Mr. Fred A. Stark
7916 200th Street S.W.
Edfwnds, 1lashington q8020
0
September 15, 1976
SUBJECT: 80TH AMME RIGHT-OF-WAY - SOUTH OF 200TH STREET S.W.
Dear Mr. Stark:
The City of Edmonds, through the appropriate planning processes,
has established a proposal for a 40-foot street right-of-way at the
subject location. The strip is presently used as a road and utility
corridor.
In order for the City to maintain the road and to provide associated
services, it is necessary that the rinht-of-way be established for
public purposes. [lased on information from a local title company*
you are listed as owner of a portion of the proposed street.
Attached is a deee grantinn to the public, the necessary right-of-way.
We solicit your cooperation in establishing this right-of-way. Please
sign the deed and return it to this office at your earliest convenience.
If you have any questions, please Contact us hy telephone.
Yours ver.v truly,
CITY OF EM4040S
LEIF R. LAMM, P.E.
City Engineer
RHA: LRL: W r
Attactment
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PIONEER NATIONAL
TITLE INSURANCE
JUNE 21, 1976
LIMITED LIABILITY REPORT
F-188370
UNIT 2
CITY ENGINEERS
CITY OF EDMONDS
CIVIC CENTER
EDMONDSJ- WASHINGTON 98020
ATTENTION: LEIF R.-LARSON
GENTLEMEN:
DATE: JUNE 131 1976 AT 8:00 A.M.
RECEIVED
JUN 2 2 1976
UffiNds Engr. Dept.
w-1—
I q2-77 0 4-- 1 - 0 8) - voo4-
THIS IS A REPORT AS OF THE DATE ABOVE, SHOWING THE RECORD TITLE
IS VESTED IN FRED A. STARK AND ALMA I, HIS WIFE, AS TO THE NORTH 153
THEREOF; HARLEY M. FOSTER AND ALYCE A. FOSTER, HIS WIFE, AS TO THE
SOUTH 153 FEET OF THE NORTH 306 FEET THEREOF; AND COUNTY OF SNOHOMISH,
STATE OF WASHINGTON, AS TO THE SOUTH 153 FEET THEREOF.
COVERING THE FOLLOWING PROPERTY:
THE WEST 40 FEET OF THE NORTH 459 FEET OF THE SOUTHEAST QUARTER OF
THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP 27 NORTH, RANGE 4
EAST, W.M *
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
SUBJECT TO:
1. DELINQUENT GENERAL TAXES FOR 1971, 19721, 1973, 1974, 1975 AND
1976 IN THE RESPECTIVE AMOUNTS OF $1.89, $1.91, $1.84, $7.02, $7.41
AND $3.57, PLUS INTEREST. (TAX ACCOUNT NO. 192704-1-080-0005)
(AFFECTS THE NORTH 306 FEET OF SAID PREMISES)
NOTE: GENERAL TAXES FOR 1976 IN THE AMOUNT OF $1.19 ARE PAID IN FULL.
(AFFECTS THE SOUTH 153 FEET OF SAID PREMISES)
2. 1% EXCISE TAX, IF UNPAID
3. DEED OF TRUST TO SECURE AN INDEBTEDNESS OF THE AMOUNT HEREIN
STATED AND ANY OTHER AMOUNTS PAYABLE UNDER THE TERMS THEREOF.
AMOUNT $ 15 ? 0 0,0 00
DATED AUGUST 4,- 1967
RECORDED AUGUST 10J. 1967
VOLUME/PAGE 133/437
SNOHOMISH COUNTY OFFICE (CONTINUED)
Pioneer National Title Insurance Company S.E. Corner Colby and. Pacific P.O. Box 750 Everett, Washington 98206
2062594111 South Area 206 743 3621
ATICOR COMPANY
F- 18 8.3 7 0
PAGE 2
3. CONTINUED
AUDITOR'S NO. 1978587
GRANTOR RICHARD E. CORNWELL AND JUDITH M. CORNWELL,
HUSBAND AND WIFE
TRUSTEE THE PACIFIC NATIONAL BANK OF SEATTLE, A NAT IONAL
BANKING ASSOCIATION
BENEFICIARY NORTHWEST MORTGAGE, INC., A WASHINGTON CORPORATION.
(AFFECTS THE WESTERLY 150 FEET' OF THE SOUTHERLY 78 FEET OF THE
NORTHERLY 459 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER
,jr" OF SECTION 19, TOWNSHIP.27 NORTH, RANGE 4 EAST, W.M.)
4,1P NOTE: WE NOTE THAT SAID DESCRIPTION DOES NOT EXCEPT THE WEST 40 FEET
THEREOF.
THE BENEFICIAL INTEREST UNDER SAID DEED OF TRUST WAS ASSIGNED
BY INSTRUMENT
DATED JANUARY 2,- 1968
RECORDED JANUARY 3, 1968
AUDITOR'S NO. 2006157
ASSIGNED TO THE SEAMEN'S BANK FOR SAVINGS IN THE CITY OF NEW
YORK.
4. MORTGAGE TO SECURE AN INDEBTEDNESS OF THE AMOUNT HEREIN
STATED AND ANY OTHER AMOUNTS PAYABLE UNDER THE TERMS THEREOF.
AMOUNT $3,278.40
DATED DECEMBER 30, 1970
RECORDED JANUARY 6,. 1971
VOLUME/PAGE 471/295
AUDITOR'S NO. 2179466
MORTGAGOR MICHAEL H. DIEHL AND FLORENCE W. DIEH-L, HUSBAND
-AND WIFE
MORTGAGEE SEATTLE-FIRST NATIONAL BANK, A NATIONAL BANKING
I ASSOCIATION.
(AFFECTS THE WESTERLY 150 FEET OF THE SOUTHERLY 75 FEET OF THE NORTHERLY
381 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF,SECTION
19, TOWNSHIP 27, RANGE 4 EASTI W.M., TOGETHER WITH'NON-EXCLUSIVE
EASEMENT FOR ROADWAY PURPOSES UPON THE WEST 40 FEET OF THE NORTH 306
FEET OF SAID SOUTHEAST QUARTER OF THE NORTHEAST QUARTER - OF SECTION 19,
TOWNSHIP 27 NORTHA RANGE 4 EAST., W.M., AS CREATED BY - INSTRUMENT
RECORDED UNDER AUDITOR'S FILE NO.13900356, SITUATE IN.THE COUNTY OF
SNOHOMISH, STATE OF WASHINGTON.)
NOTE: WE NOTE THAT SAID DESCRI-PTION DOES NOT EXCLUDE THE WEST 40 FEET
THEREOF.
5. MORTGAGE TO SECURE AN INDEBTEDNESS OF THE -AMOUNT HEREIN STATED
AND ANY OTHER AMOUNTS PAYABLE UNDER THE TERMS THEREOF.
AMOUNT $12.P200.00
DATED MARCH 12Y 1963
RECORDED MARCH 19, 1963
VOLUME/PAGE 680/741
AUDITOR'S NO. 1599224
MORTGAGOR LARRY VERNON HARSTAD AND MYRA JEAN HARSTAD, HIS WIFE
MORTGAGEE BALLARD MORTGAGE COMPANYY INC.
(CONTINUED)
F-188370
PAGE 3
N
`5 CONTINUED
SAID MORTGAGE. WAS ASSIGNED BY INSTRUMENT
DATED APRIL 4,-1963
RECORDED APRIL 5, 1963
AUDITOR'S NO. 1603529
ASSIGNED TO SECURITY BENEFIT LIFE INS.URANCE-COMPANY.
(AFFECTS THE WESTERLY 150 FEET OF THE SOUTHERLY 75 FEET OF THE
NORTHERLY 381-FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER
OF SECTION 19, TOWNSHIP 27 NORTHJ- RANGE 4 EAST, W.M. TOGETHER
WITH A NON—EXCLUSIVE EASEMENT FOR ROAD WAY PURPOSES UPON THE WEST 40
FEET OF THE NORTH 306 FEET OF SAID SOUTHEAST QUARTER OF THE NORTHEAST
QUARTER OF SECTION 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., AS
CREATED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 1390356.)
NOTE:, WE NOTE THAT SAID DESCRIPTION DOES NOT EXCLUDE THE WEST 40
FEET THEREOF.
6. RIGHT, TITLE AND INTEREST OF WILLIAM A. SEARS PER TAX ACCOUNT
NO. 192704-1-080-0005.
7. FOR ADDITIONAL EASEMENTS., COVENANTS, RESTRICTIONS AND
RESERVATIONS, SEE EXHIBIT B, A S ATTACHED.
NOTE: WE NOTE AS FOLLOWS:
ST.AFLb;�..A. THE NORTH 153 FEET OF SAID PREMISES, ADJOINING TAX LOT
192704-1-079-0008 IS REFERRED TO AS A ROAD IN SAID TAX ACCOUNT.
F=oc,-rF_r_B. THE SOUTH 153 FEET.OF THE NORTH 306 FEET OF SAID PREMISES; ADJOINING
TAX LOT 192704-1-081-0004 IS INCLUDED IN SAID TAX LOT AND IS BEING
TAXED A SECOND TIME IN TAX LOT 192704-1-080-0005.
1=01E:v+L_C- THE SOUTH 75 FEET OF THE NORTH-381 FEET OF SAID PREMISES, ADJOINING
TAX LOT 194704-1-098-0005 IS -REFERRED TO'AS A COUNTY ROAD IN SAID TAX
ACCOUNT.
CO"WRLLD'. THE SOUTH 78 FEET OF SAID PREMISES, ADJOINING TAX.LOT 192704-1-099-
0004'IS REFERRED TO AS A COUNTY ROAD IN SAID TAX ACCOUNT.
E—THE TAXES FOR THE NORTH 3-06 FEET OF SAID PREMISES ARE�BEI.NG,.PAID
BY WILLIAM A. SEARS.
F. THE TAXES FOR THE SOUTH 153 FEET OF.SAID PREMISES ARE BEING PAID
BY MICHAEL A. DIEHL.
THIS R ' EPORT IS RESTRICTED TO THE USE OF THE ADDRESSEE, AND IS
NOT TO BE USED AS A BASIS FOR CLOSING ANY TRANSACTION A4ECTING
TITLE TO SAID PROPERTY. LIABILITY OF THE COMPANY IS LIMITED TO
THE COMPENSATION RECEIVED THEREFOR.
PIONEER NATIONAL TITLE INSURANCE COMPANY
SNOHOMISH COUNTY FFICE
AUTHORIZED SIGNATORY
CHARGE: $50.00
2.55 SALES TAX
MS/CLE
F-188370
EXHIBIT B
1. RESERVATIONS CONTAINED IN DEEDS RECORDED UNDER AUDITOR'S FILE
NOS. 942626, 1012407 AND 1021740, COVERING THE WEST 262 FEET OF THE
NORTH 459 FEET OF THE SOUTHEAST.QUARTER OF THE NORTHEAST QUARTER
OF SECTION 19, TOWNSHIP 27 NORTH, RANGE 4.EAST, W.M., EXECUTED� BY
CLIFFORD-TULLOCH COMPANYY INCORPORATED, A WASHINGTON CORPORATION,
SUBSTANTIALLY, AS FOLLOWS:
(A) -SUBJECT TO EASEMENT FOR ROAD PURPOSES OVER THE WEST 40 FEET
THEREOF.
(B) THE GRANTORS HEREBY RESERVE TO THEMSELVES AND TO THEIR HEIRS
AND ASSIGNS AN UNDIVIDED 1/2 INTEREST IN AND TO ALL OF THE OIL, GAS'
AND MINERALS,'IN, ON, OR UNDER THE SURFACE OF SAID LANDS, AND ALL THE
RIGHT S OF OWNERSHIP THEREIN.
NOTE: SAID CORPORATION WAS DISSOLVED AUGUST 26, 1952.
2. EASEMENT FOR ROADWAY OVER THE.WEST 40 FEET OF THAT PART OF THE
SOUTHEAST.QUARTER OF THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP
27 NORTH,,RANGE 4 EAST, W.M. LYING NORTH OF CENTER LINE OF VACATED
STATE 'STREET AS SHOWN ON PLAT OF CENTRAL PARK TO EDMONDS,
EXCEPT 200TH STREET SOUTHWEST, AS GRANTED BY INSTRUMENT RECORDED
JANUARY 26, 1956 UNDER AUDITOR'S FILE NO. 11775�0,- TO ALEXANDER P.
PROULX AND MARY P.-PROULX, HIS WIFE.
3. PERPETUAL EASEMENT FOR ROAD PURPOSES OVER THE WEST 40 FEET OF
THE NORTH 612 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER
OF SECTION 19, TOWNSHIP 27 NORTHI RANGE 4 EAST, W.M., AS GRANTED BY
EDWARD A. CLIFFORD, ET AL., PURPORTING TO BE "ALL OF THE STOCKHOLDERS
TO WHOM,DISTRIBUTION &F ALL OF THE ASSETS OF CLIFFORD-TULLOCH COMPANY-
INC., A DISSOLVED WASHINGTON CORPORATION WERE DISTRIBUTED", TO C'. & W
HOMES.1 'INC., AND TO ALL MEMBERS OF THE.PUBLIC, RECORDED APRIL 18,,
1960, UNDER AUDITOR'S FILE NO. 1393680.
4. EASEMENT FOR GAS PIPE LINE OR PIPELINES, TOGETHER WITH RIGHT OF
INGRESS AND EGRESS, ALL AS PROVIDED IN INSTRUMENTS RECORDED UNDER
AUDITOR'S FILE NOS. 1649106 AND 1649107, GRANTED.J,01*,WASHINGTON�i
NATURAL GAS COMPANY, AFFECTS WEST 8 FEET OF THE NOR-T-H-3,06- FEET OF
PREMISES UNDER S-EARCH.
5. -EASEMENT FOR SEWER LINE OVER THE SOUTH 7 FEET OF THE NORTH 306
FEET OF THE WEST 187 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST
QUARTER OF SECTION 19, TOWNSHIP 27 NORTH, RNAGE 4 EAST, W.M, AS
GRANTED BY INSTRUMENT RECORDED MARCH 9, 1967 UNDER AUDITOR'S FILE NO.
1938344, TO CITY OF EDMONDS.
"END OF EXHIBIT Bll
1 12)
PIONEER NATIONAL
TITLE INSURANCE
JUNE 211 1976
LIMITED LIABILITY REPORT
F-188370
UNIT 2
CITY ENGINEERS
CITY OF EDMONDS
CIVIC CENTER
EDMONDS, WASHINGTON 98020
ATTENTION: LEIF R. LARSON
GENTLEMEN:
DATE: JUNE.13Y 1976 AT 8:00 A.M.
WECE IV ED
I
JUN iL 1'. 1976
Ldmom ugr. BelL
THIS IS A REPORT AS OF THE DATE ABOVE, SHOWING THE RECORD TITLE
IS VESTED IN FRED A. STARK AND ALMA I, HIS WIFE, AS TO THE NORTH 153
THEREOF; HARLEY M. FOSTER AND ALYCE A. FOSTER, HIS WIFE, AS TO THE
SOUTH 153 FEET OF THE NORTH 306 FEET THEREOF; AND COUNTY OF�SNOHOMISH,
STATE'OF WASHINGTON, AS TO THE SOUTH 153 FEET THEREOF.
COVER.I.NG THE FOLLOWING PROPERTY:
THE WEST 40 FEET OF THE NORTH 459 FE'ET OF THE SOUTHEAST QUARTER OF
THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP 27 NORTH, RANGE 4
EAST, W.M.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
SUBJECT TO:
1. DELINQUENT GENERAL'TAXES FOR 1971, 1972.1 1973, 1974, 1975 AND
1976 IN THE RESPECTIVE AMOUNTS OF $1.8-91- $1.91,- $1.84, $7.02, $7.41
AND,$3.57, PLUS I*NTEREST. (TAX ACC*OUNT NO. 192704-1-080.-0005)
(AFFECTS THE NORTH 306 FEET OF SAID PREMISES)
NOTE: GENERAL TAXES FOR 1976 IN THE A . MOUNT OF $1,19 ARE PAID IN FULL.
(AFFECTS THE SOUTH 153 FEET OF SAID PREMISES)
2. 1% EXCISE TAX., IF UNPAID
3. DEED OF TRUST TO SECURE AN INDEBTEDNESS OF THE AMOUNT HEREIN
STATED AND ANY OTHER AMOUNTS PAYABLE UNDER THE TERMS THEREOF.
AMOUNT $15,000.00
DATED AUGUST 4, 1967
RECORDED AUGUST 101 1967
VOLUME/PAGE 133/437
SNOHOMISH COUNTY OFFICE (CONTINUED)
Pioneer National Title Insurance Company S.E. Corner Colby and Pacific P.O. Box 750 Everett, Washington 98206
2062594111 South Area 206 743 3621
A TICOR COMPANY
F-188370
PAGE 2
3. CONTINUED
AUDITOR'S NO. 1978587
GRANTOR RICHARD.E. CORNWELL AND JUDITH M. CORNWELL-,
HUSBAND AND WIFE
TRUSTEE THE PACIFIC NATIONAL BANK OF SEATTLE, A NATIONAL
BANKING ASSOCIATION
BENEFICIARY NORTHWEST'MORTGAGE,. INC.,, A WASHINGTON CORPORATLON.
(AFFECTS THE WESTERLY 150 FEET OF THE SOUTHERLY 78 FEET OF THE
NORTHERLY 459 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER
OF SECTION 19, TbWNSHIP-27 NORTH, RANGE 4 EAST, W.M.)
NOTE: WE NOTE THAT SAID DESCRIPTION DOES NOT EXCEPT THE WES,T 40 FEET
THEREOF.
THE BENEFICIAL INTEREST UNDER SAID DEED OF TRUST WAS ASSIGNED
BY INSTRUMENT I
DATED, JANUARY 2,1 1968
RECORDED JANUARY 3, 1968
AUDITOR'S NO. 2006157
ASS.IGNED TO THE SEAMEN'S BANK FOR SAVINGS IN THE CITY OF NEW
YORK.
4. MORTGAGE TO SECURE AN INDEBTEDNESS OF THE AMOUNT HEREIN
STATED AND ANY OTHER AMOUNTS PAYABLE UNDER THE TERMS THEREOF.
AMOUNT $31P278.40
DATED DECEMBER 30, 1970
RECORDED JANUARY 6, 1971
VOLUME/PAGE 471/295
AUDITOR'S NO. 2179466
MORTGAGOR MICHAEL H. DIEHL AND FLORENCE W. DIEHL, HUSBAND
AND WIFE
MORTGAGEE SEATTLE-FIRST NATIONAL BANK, A NATIONAL BANKING
ASSOCIATION.
(AFFECTS THE WESTERLY 150 FEET OF THE SOUTHERLY 75 FEET OF THE NORTHERLY
381 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION
19, TOWNSHIP 27, RANGE 4 EAST., W.M.,.TOGETHER WITH'N ON-EXCLU�IVE
EASEMENT FOR ROADWAY PURPOSES UPON THE WEST 40 FEET OF*THE NORTH 306
FEET OF SAID SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 19,
TOWNSHIP 27 NORTH, RANGE 4 EASTI W.M.1 AS CREATED BY INSTRUMENT
RECORDED UNDER AUDITOR'S F.ILE NO. 13900356, SITUATE IN THE COUNTY OF
SNOHOMISH,. STATE OF WASHINGTON.)
NOTE: WE NOTE THAT SAID DESCRIPTION DOES.NOT'EXCLUDE THE WEST 40 FEET
THEREOF.
5. MORTGAGE TO SECURE AN INDEBTEDNESS -OF THE AMOUNT HEREIN STATED
AND ANY OTHER AMOUNTS -PAYABLE UNDER THE TERMS THEREOF.
AMOUNT $12,,200.00
DATED MARCH 12J. 1963
RECORDED -MARCH 19, 1963
VOLUME/PAGE 680/741
AUDITOR'S NO. 1599224
MORTGAGOR LARRY VERNON HARSTAD AND MYRA JEAN HARSTAD, HIS WIFE
MORTGAGEE BALLARD MORTGAGE COMPANY, INC.
(CONTINUED)
F-188370
PAGE 3
5'. CONTINUED
SAID MORTGAGE WAS ASSIGNED BY INSTRUMENT
DATED : APRIL 4., 1963
RECORDED : APRIL 5, 1963
AUDITOR'S NO. : 1603529
ASSIGNED* TO : SECURITY BENEFIT LIFE'INSURAN'CE COMPANY.
(AF ' FECTS THE WESTERLY 150 FEET OF . THE SOUTHERLY 75 FEET OF THE
NORTHERLY 381 FEET -OF THE SOUTHEAST QUARTEROF THE NORTHEAST QUARTER
OF SECTION 19, TOWNSHIP 27 NORTH,,''RANGE 4 EAST, W.M. TOGETHER
WITH A NON-EXCLUSIVE EASEMENT FOR ROAD WAY PURPOSES UPON THE WEST 40
FEET OF THE NORTH 306 FEET OF SAID SOUTHEAST QUARTER OF THE NORTHEAST
QUARTER OF SECTION 19, TOWNSHIP 27 NORTH,, RANGE 4 EAST, W.M., AS
CREATED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE, NO. 1390356.)
NOTE: WE NOTE THAT SAID DESCRIPTION DOES NOT EXCLUDE THE WEST 40
FEET THEREOF.
6. RIGHT,, TITLE AND INTEREST OF WILLIAM A. SEARS PER TAX ACCOUNT
NO. 192704-1-080-0005.
7. FOR ADDITIONAL EASEM-ENTS., COVENANTS, RESTRICTIONS AND
RESERVATIONS, SEE EXHIBIT B, AS ATTACHED..
NOTE: WE NOTE AS FOLLOWS:
A. THE NORTH 153 FEET OF SAID PREMISES, ADJOINING TAX LOT
192704-1-079-0008 IS REFERRED TO AS A. ROAD IN SAID TAX ACCOUNT.
B. THE SOUTH 153 FE-ET.OF THE NORTH 306.FEET OF SAID PREMISES, ADJOINING
TAX LOT 192704-1-0811-0004 IS INCLUDED IN SAID TAX LOT AND IS BEING
TAXED A SECOND TIME IN TAX LOT 192704-1-080-0005.
C. THE SOUTH 75 FEET OF THE NORTH 181 FEET OF SAID PREMISES, ADJOINING
TAX LOT 194704-1-098-0005 IS REFERRED TOAS A,COUNTY ROAD IN SAID TAX
ACCOUNT.
D. THE SOUTH�78 FEET OF SAID PREMISES, ADJOINING TAX.LOT 192704-1-099-
0004 IS REFERRED TO AS A COUNTY ROAD IN SAID TAX ACCOUNT.
E.-THE TAXES FOP, THE NORTH 306 FEET OF SAID PREMISES ARE.B.IEI.NG,:PAID
BY WILLIAM A. SEARS.
.F. THE TAXES FOR THE SOUTH 153 FEET OF SAID PREMISES ARE BEING PAID
BY MICHAEL A. DIEHL..
THIS REPORT IS RESTRICTED TO THE USE OF THE ADDRESSEE, AND IS
NOT TO BE USED AS A BASIS FOR CLOSING ANY TRANSACTION AFFECTING
TITLE TO SAID PROPERTY. LIABILITY OF THE I COMPANY IS LIMITED TO
THE COMPENSATION RECEIVED THEREFOR.
PIONEER NATIONALTITLE INSURANCE COMPANY
SNOHOMISH COUNTY FFICE
AUTHORIZED SIGNATORY
CHARGE: $5.0.00
2.55 SALES TAX
MS/CLE
F-188370
EXHIBIT B
1. RESERVAT IONS CONTAINED IN DEEDS RECORDED UNDER AUDITOR'S FILE
NOS. 942626, 1012407 AND 1021740, COVERING THE WEST. 262 FEET OF THE
NORTH 459 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER
Or SECTION 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., EXECUTED BY
CLIFFORD-TULLOCH COMPANY, INCORPORATEDI,A WASHINGTON CORPORATION,
SUBSTANTIALLY,. AS FOLLOWS:
(A) -SUBJECT TO EASEMENT FOR -ROAD PURPOSES OVER THE WEST 40 FEET
THEREOF.
(B) THE GRANTORS HEREBY RESERVE TO THEMSELVES AND TO THEIR HEIRS
AND ASSIGNS AN UNDIVIDED 1/2 INTEREST IN AND TO ALL OF THE OIL, GAS
AND MINERALS,. IN, ON, OR UNDER THE SURFACE OF SAID LANDS, AND ALL THE
RIGHTS OF OWNERSHIP THEREIN.
NOTE: SAID CORPORATION WAS DISSOLVED AUGUST 26, 1952.
2. EASEMENT FOR ROADWAY OVER THE WEST 40 FEET OF THAT PART OF THE
SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP
27 NORTH, RANGE 4 EAST, W.M. LYING NORTH OF CENTER LINE OF VACATED
STATE STREET AS SHOWN ON PLAT OF CENTRAL PARK TO EDMONDSY
EXCEPT 200TH STREET SOUTHWEST, AS GRANTED BY INSTRUMENT RECORDED
JANUARY 26, 1956 UNDER AUDITOR'S FILE NO. 1177530,, TO ALEXANDER P.
PROULX AND MARY P. PROULX, HIS WIFE.
3. PERPETUAL EASEMENT FOR ROAD PURPOSES OVER THE WEST 40 FEET OF
THE NORTH 612.FEET OF THE SOUTHEAST QUARTER -OF THE NORTHEAST QUARTER
OF SECTION 19, TOWNSHIP 27 NORTH- RANGE 4 EAST, W.M., AS GRANTED BY
EDWARD A. CLIFFORD.- ET ALp PURPORTING TO.BE "ALL OF THE STOCKHOLDERS
TO WHOM DISTRIBUTION OF ALL OF THE ASSETS OF C'LIFFORD-TULLOCH COMPANY,,
INC., A DIS-SO - LVED WASHINGTON CORPORATION WERE DISTRIBUTED", TO C. & W.
HOMES., INC., AND TO ALL MEMBERS OF THE PUBLIC, RECORDED APRIL 18,
1960, UNDER AUDITOR'S FILE NO. 1393680.
4'. EASEMENT FOR GAS PIPE LINE OR PIPELINES, TOGETHER WITH RIGHT OF
INGRESS AND EGRESS, ALL AS PROVIDED IN INSTRUMENTS RECORDED UNDER
AUDITOR'S FILE NOS. 1649106 AND 1649107, GRANTED_,TO,,WASHINGTON-i
NATURAL GAS. COMPANY, AFFECTS -WEST 8 FEET OF THE NORTTH-.3.06 FEET O'F
PREMISES UNDER SEARCH.
5. EASEMENT, FOR SEWER LIN . E OVER THE SOUTH 7 FEET OF THE NORTH 306
FEET OF THE WEST 187 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST
QUARTER OF SECTION 19, TOWNSHIP 27 NORTH, RNAGE 4 EAST, W.M, AS
GRANTED BY INSTRUMENT RECORDED MARCH 9,1967 UNDER AUDITOR'S FILE NO.
1938344, TO CITY OF-EDMONDS.
"END OF EXHIBIT B11
M
M
Pioneer National Title
Insurance Company
Post Office Box 750
Everett, Washington 98201
Gentlemen:
June 9, 1976
It is requested that a limited liability report be
prepared for property datift6dd on the enclosed map. The
property would be the southerly extention of 80th Avenue West
from 200th Street S,'W. The particular property in question is
described as fol lows:
The West 40 feet of the North 459 feet of the SE 1/4
of the NF 1/4 of Section 19, Township 27 North,
Range 4,East ' W * M as created by,instnmnt recorded
under Auditor's Fille No. 1393680. Situated in Snohomish
County, Washington.
Please forward the limited liability report and billing to
the Office of the City Engineer.
Yours very truly,
CITY 'OF EDMONDS
LEIF R. LAUON, P.E.
City Engtr*er
rf
Attachment
unom uuuo/o/j/ou rv/� bLL;
�N� `
� The somth,l�3 feet of the�r�'rdi 6|2'fcet of th� L 262 f�cL of Lhrsoutheast quarter
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of't"e hortheast quarter of 5�ct|on |g` Towosoi 27'!/orLh' Range 4 East, IT. '
EXCEPT thesouth l� feet d t l40 fc h f `
aou a o f �o r�s ot
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� EK�!TH a non-axclusyvo easomcnt [Vr ron(h/aynurposos ovor d/e.wost110 [cot of the north �
459 feet of the southeast quarter of dhn nordh:as� qoarLor of Section l�-, Township 27 North, �
Range 4 East^ W.M., as created by /nstruo1Cnt rCIoordcJ unJor AuJltuc/s File No. l3936 88,
Situated in 3nohomi�sh County, Washington'.
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FILF NO.
2/5/76
4875
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I A
APPLICATION
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ADDRESS ........ 9q4!/7-.t:t ...... ....... LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No. . ........
NAME OF ADDITION ......... 5 ...... /�,3 ...... f ......
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