24340 76TH AVE W.PDF111111111111
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24340 76TH AVE W
Rill
Certificate, of Occupanc
Building Division
.rnc. 10 "
This 'certificate is'issued in accordance with the requirements of Section 111 ofthe 09 Inter fiational 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: I I -Change of Use
Site Address: 24346 76TH AVE W, EDMONDS
Construction Type: VB
Owner, BILL & JANET SCHNALL
18385 17TH PL NW
SHORELINE, WA 98177
. V-/W-y
BVilding Official
Permit No: BLD20130315
Parcel No: 00491100001006
Occupancy Group: R3
POST IN A CONSPICUOUS PLACE
08/05/2015
Date Issued
CITY OF EDMONDS
121 5th AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - fax (425) 771-0221
www.edmondswa.gov
DEVELOPMENT SERVICES DEPARTMENT
/"Ic. jSC)Qj
August 13, 2015
MEMO TO:
Edmonds School District
Verizon Northwest
SNOCOM Police and Fire Dispatch
SNOPAC
Snohomish County E911
U.S. Post Office
Snohomish County Assessor's Office
Snohomish County Information Services
Snohomish County P.U.D.
Puget.Sound Energy
Fire District I
Edmonds Police Department
Edmonds Utility Billing
Edmonds Public Works
Edmonds Building/Street File
Edmonds Address Files
Lynnwood Disposal
Comcast Cable
Waste Management Northwest
Allied Waste
DAVE EARLING
MAYOR
A new additional address has be added to the existing parcel: 00491100001006 in the City of
Edmonds.
A'storage building on this si�e has been altered to a Studio Apartment through the City of
Edmonds permit process.
The added -address is: 24346 76 th Ave
Please see attached map.
If you' have any questions regarding this letter, please contact a City of Edmonds Permit
Coordinator at 425-771-0220. Please contact our office if you wish to be removed from future
address change notifications
Thank you,
t4td,�_
Linda Thomquist
Senior Permit Coordinator
City of Edmonds 425-771-0220
Incorporated August 11, 1890
Sister City - Hekinan, Japan
N -(O-T- I C - E:
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
map(s). Any person or entity requesting a
copy should conduct an independent
inquiry regarding the information shown on
the map(s), including, but not limited to,
the location of any sewer stub shown. Such
sewer stubs may or may not exi anal may
or may not exist at the location shown.
Neither the City of Edmonds nor its
employees or officers shall be liable for the
information given on this map(s), nor for
any one representation provided based
upon said map(s).
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AP - BY ENGINEERING
Date:
STREET FILE
Z
W
MAR 2 8 2013
DEVELOPMENT SERVICES
COUNTER
O,F E b4f
'A
City of Edmonds CITY Copy 4�
Traffic Impact Analysis Worksheet
RECEIVED
Name of Proposed Project: SAF APARTMENT UPGRADE MAR 2 8 2013
DEVELOPMENT SERVICES
Owner/Applicant Applicant Contact Plerson:COUNTER
SAF INC, RON KNOWLES
Name
18633 17th AVE NVV
Street/Mailing Address
SEATTLE, WA 98177-3316
city State Zip
2064653579
Telephone:
A. D. SHAPIRO ARCHITECTS
Name
18105 SUNSET WAY
Street/Mailing Address
EDMONDS, WA 98026
city 425.778.5400 State Zip
Telephone:
Traffic Engineer who prepared the Traffic Impact Analysis (if applicable):
Firm Name
Telephone:
THRESHOLD LEVELS OF ANALYSIS
Contact Name
E-mail:
Project Traffic Levels
Sections to Complete
1. Less than 25 peak -hour trips generated
1 and 7 only (Worksheet/Cheeklist)
11. More than 25 peak -hour trips generated
All sections
1. PROJECT DESCRIPTION
a. Location - Street address: 24340 76th AVE W, EDMONDS, WA
(Attach a vicinity map and site plan.)
b. Specify existing land use: MIXED USE BUILDING, CONVERSION OF A STORAGE
UNIT TO A STUDIO APARTMENT
c. Specify proposed type and size of development: 1 STUDIO UNIT, 450 SF
(# of residential units andlor squarefootage of building)
Revised on 6124110
E82 - Traffic Impact Analysis Worksheet
Page I of5
d. Date construction will begin and be completed: SPRING/SUMMER 2013
e. Define proposed access locations: ACCESS OFF OF 76th AVE W.
E EXISTING CURB CUT
f. Df6effcff1ftdis
h-1 ED -NbnNW'89gkf(367�TkUX,,.tSS-PO,NT.
2. TRIP GENERATION
Source shall be the Eighth Edition of the Institute of Transportation Engineers (ITE) Trip Generation
manual. For independent fee calculations, the current edition of the ITE manual may be used.
ADT = Average Daily Traffic
PM Peak -hour trips (AM, noon or school peak may also apply as directed by the City Engineer)
a. Existing Site Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN
OUT
b. Proposed Project Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN
OUT
c. Net New Project Trip Generation Table:
Land Use
PM Peak -Hour
Daily (ADT) IN
Trips
OUT
d. State assumptions and methodology for internal, link -diverted or passby trips:
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 2 of 5
i . . 0
Id , " - *
7. MITIGATION RECOMMENDATIONS
State recommended measures and fees required to mitigate project specific traffic impacts. Traffic
impact fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached)
and as identified in ECDC 18.82.120, except as otherwise provided for independent fee calculations
in ECDC 18.82.130.
V_A
,?Q.JCHANGE IN USE
Fee for prior use shall be based on fee established at the time the prior use was permitted. If the
previous use was permitted prior to the adoption of Ordinance 3516 (effective date: 09/12/04),
the 2004 ECDC 18.82.120 impact fee shall be used.
ITE Land Use Category Per Unit
I I Fee Rate
New Use ZYV _J Owl X
$ 77L
Prior Use $ , gA;9-- X
Units in
square feet,
# of dwelling,
vfb. etc.
Fee
New Use Fee: $ 7 -Prior Use Fee: $ $ 77U, VO
I I F-� r
-M FOYL APAVXHMNS i-s pt-m ovve,,LA4#acn wt..wr- -ateri:_--Fona. rjrjj�'
0 NEW DEVELOPMENT pev7 ic. varisev bm -ri:M Ov4LILLiv,.0 viorr caZ-*rec.
Units in I I
ITE Land Use Category Per Unit square feet,
Fee Rate of dwelling,
vfip, etc.
New Use 1 $ i X1
[I OTHER
MITIGATION FEE RECOMMENDATION:
s 777(p-��
INDEPENDENT FEE CALCULATION: $200.00 (+consultant fee)
$
TOTAL TRAFFIC IMPACT FEE
� $ -7 Wo
11� 5-127-h
i o dinondi, Engineering Division Approval Date
'No impact fees will be due, nor will a credit be given, for an impact fee calculation resulting in a net negative.
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 5 of 5
36,V;21D1 a -0.31 t2
City of Edmonds
. z)TREET FILE
Traffic Impact Analysis Worksheet
. 11c. I$,) -
RECEIVED
Name of Proposed Project: SAF APARTMENT UPGRADE MAR 2 8 2013.
Owner/Applicant
SAF INC, RON KNOWLES
Name
18633 17th AVE NVV
Street/Mailing Address
SEATTLE, WA 98177-3316
A
city State
2064653579
Telephone:
DEVELOPMENT SERVICES
Applicant Contact Person:COUNTER
A. D. SHAPIRO ARCHITECTS
Name
18105 SUNSET WAY
Street/Mailing Address
EDMONDS, WA 98026
Zip C . ity 425.778.5400 State Zip
Telephone:
Traffic Engineer who prepared the Traffic Impact Analysis (if applicable):
Firm Name
Contact Name
Telephone: E-mail:
THRESHOLD LEVELS OF ANALYSIS
Project Traffic Levels I
Sections to Complete
1. Less than 25 peak -hour trips generated
1 and 7 only (Worksheet/Checklist)
Il. More than 25 peak -hour trips generated
All sections
1. PROJECT DESCRIPTION
a. Location - Street address: 24340 76th AVE W, EDMONDS, WA
(Attach a vicinity map and site plan.)
b. Specify existing land use: MIXED USE BUILDING, CONVERSION OF A STORAGE
UNIT TO A STUDIO APARTMENT
c. Specify proposed type and size of development: 1 STUDIO UNIT, 450 SF
(# of residential units andlor squarefootage of building)
Revised on'6124110
E82 - Traffic Impact Analysis Worksheet
Page I of 5
d. Date construction will begin and be completed: SPRING/SUMMER 2013
e. Define proposed access locations: ACCESS OFF OF 76th AVE W.
f. Defin -A sip -It dis E EXISTING CURB CUT
TO109MUZED , N6'NW89%fMTff9ff XCCESS PONT.
2. TRIP GENERATION
Source shall be the Eighth Edition of the Institute of Transportation Engineers (ITE) Trip Generation
manual. For independent fee calculations, the current edition of the ITE manual may be used.
'ADT = Average Daily Traffic
PM Peak -hour trips (AM, noon or school peak may also apply as directed by the City Engineer)
a. Existing Site Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN
OUT
b. Proposed Project Trip Generation Table:
Land Use
PM Peak -Hour Trips
Daily (ADT) IN OUT
c. Net New Project Trip Generation Table:
Land Use
PM Peak -Hour
Daily (ADT) IN
Trips
OUT
d. State assumptions and methodology for internal, link -diverted or passby trips:
Revised on 6124110 E92 - Traffic Impact Analysis Worksheet Page 2 6f 5
7. MITIGATION RECOMMENDATIONS
State recommended measures and fees required to mitigate project specific traffic impacts. Traffic
impact f6e shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached)
and as identified in ECDC 18.82.120, except as otherwise provided for independent fee calculations
in ECDC 18.82.130.
CHANGE IN USE
Fee for prior use shall be based on fee established at the time the prior use was permitt ed. If the
previous use was permitted prior to the adoption of Ordinance 3516 (effective date: 09/12/04),
the 2004.ECDC 18.82.120 impact fee shall be used.
. Units in
ITE Land Use Category Per Unit square feet,
Fee Rate # of dwelling,
vfn. etc.
New Use $7 4AV
7L X
Prior Use $ X
, �E�c -
Fee
New Use
Fee: $ Fee: $
7 7-k
—M POM 1VArZ,-VHehYM 1j, Pt—M 0VV1---LW#3An UhSIT- -r)&r4-,—F6nC. -rjrV
pe-67 ic, 13A-fteP bV% T)tS klZN 0VW%UNXjw 01JI-r e4L-VNM0-
El NEW DEVELOPMENT
Units in
ITE Land Use Category Per Unit square feet,
Fee Rate # of dwelling,
vfp, etc.
New U-se $ X
11 OTHER
MITIGATION FEE RECOMMENDATION:
-s-77(p-��
INDEPENDENT FEE CALCULATION: $200.00 (+ consultant fee)
$
sip
TOTAL TRAFFIC IMPACLfEL[L
-7 Wo -
s, Enginee 'ring Division Approval
,10�ofCdmond'
,5-12,7-11
Date
'No impact fees will be due, nor will'a credit be given, for an impact fee calculiation resulting in a net negative.
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 5 of 5
4258289443 DOUD':�
n I%
-AIW TAF MW MW
CIEOSCIENCES INC.
post office Box 2385
Kirkland, WA 98083
7elephone (4-05) 827-1084
Facsimile (425) 828-9443
SAF Inc.
18633 — 1'7h Avenue NW
Seattle, WA 98177
Ec i FILE
Subj,,,;t,- Geotechnical Engineering Report
Proposed SAF Structure
243XX — 76hAvenue West
Edmonds, Washington
Dear Ron:
RECEIVED
MAY 16 2000
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
Job Number 8097
October 19, 1998
We are pleased to present the Geotechnical Engineerin
'g Report for the proposed new
SAF Inc, structure to be constructed at 243XX 76 Avenue West in Edmonds,
Washington. The purposes of our work were to professionally evaluate subsurface soil
and groundwater conditions, recommend general procedures for the grading and
underslab treatment in the building areas, provide geotechnical engineering design
parameters for shoring, and recommend bearing capacities for shallow wall footings. The
scope of our services included-.
1) Logging and sampling two test pits excavated to a maximum depth of twelve
feet below existing grades. The test pits were located in a manner to provide
broad coverage of the proposed building site. The test pits were excavated
with a rubber -tired backhoe and logged by an engineering geologist, Selected
samples were taken of subsurface soils.
2) Reviewing collected soil samples in our office, and assigning appropriate
laboratory tests consisting of moisture contents and sieve gradation tests. At
the conclusion of the testing program, laboratory results were analyzed and
compared with field notes and logs.
3) Preparation of this preliminary summary report in accordance with our
understanding of project requirements and generally recognized local
geotechnical engineering practices. No other warranty is expressed or
implied. Plate 1, attached, provides the guidelines in the use of this report.
Prq.iec-, 11nAgrglAndings.
This office was provided with a site plan which documented site conditions including
topography. Our knowledge of this project is generally limited to the information on this
site plan and information from your office.
12: 57 4250,289443 DODDS GEOKIEHCES.
SAFINC. STRUCTURE Job Number 8097
October 19, 1998 Page 2
We anticipate the new structure will be a wood-frarne and multiple -storied mixed -use
building. A maximum excavation depth of fifteen feet is anticipated near the southwest
comer ofthe site. We anticipate finish grades will remain near existing grades.
General Site Coditions — Surface:
The proposed new structure will be constructed on the vacant parcel on the east side of
76th Avenue West north of Mghway 104 in Edmonds, Washington. The attached Vicinity
Map, Plate 2, shows the general vicinity of the site.
At the time of our fieldwork, the site was covered with blackberry brush., other shrubs,
and small trees.
5ub%gface ENploration and 2gscripkn�
Two test pits were excavated with a rubber -tired backhoe to a maximum depth of 12.0
fed below existing grades at the locations shown on the Site Plan, Plate 3. The test pits
were logged and sampled by an engineering geologist. The test pit logs are attached to
this report. Recovered soil samples were subjected to moisture content and sieve
gradation tests.. Test results and field density information are summarized on the test pit
logs and attached plates, Although there may very well be some variation in the
subsurface and/or conditions may not be readily apparent from the ground surface, we
expect the following subsurface interpretation will be essentially correct:
Some of the lower portions of the site are overlain with six inches to three feet of
loose variable gravelly silty sandy fill. Underlying the fill (or the ground surface
where there is no fill) is a loose gravelly silty sand. This looser material extends
somewhere between 1.5 and 5,0 feet below existing grades. Underlying the loose
gravelly silty sand is a very dense gravelly silty sand,' Test Pit No. 1, in the
southwest comer, encountered a very dense gravelly sand with some silt at ten
feet below existing grades. No groundwater seepage was noted during test pit
excavation.
The final test pit logs attached to this report present our interpretation of the field data
and laboratory tests. The stratification lines oti the logs represent approximate
boundaries between sod types at the exploration location. In actuality, the transition May
be gmdual. The relative densities and moisture descriptions on the logs are interpretive
descriptions based on observed conditions during excavation. The logs should be
reviewed for specific subsurface information at each location tested..
SAFINC. STRUCTURE Job Number 8097
October 19, 1998 Page 3
Conclusions and RecQmmeadati2w
General:
The following general geotechnical conclusions can be drawn from our field and
laboratory test data:
1) The native medium -dense very dense sandy soils at about 1.5 to 5.0 feet
below existing grades can provide bearing to the structure, A bearing
pressure of 2500 pounds per square foot (psf) can be utilized in design.
2) We recommend footing drains for all sides of the structure. Positive drainage
to an appropriate drainage structure is recommended.
3) SoUs with a high percentage of silt and/or clay (>15%) are moisture sensitive
and difficult to impossible to utilize as structural fill is the soil is more than
two to three percent wetter or drier than the optimum moisture content at the
time of compaction. The soils at this site are silty, and are moisture sensitive.
4) Shoring is required for the southwest comer of the site.
Foundations:
The proposed new structure may be supported on conventional continuous and spread
footings bearing on the medium -dense to very -dense gravelly silty sandy soils at about
1.5 to 5.0 feet below existing grades, Alternatively, the footings may bear on the
compacted structural fill built up from competent dense to hard native soils.
All footings should bear at a minimum depth of 1.5 feet below existing grades. A bearing
pressure of two thousand five hundred (2,500) psf may be assumed for footings bearing
directly on the medium -dense to very dense native sandy soils. Footings bearing on
compacted structural fill should be designed for. a maximum bearing pressure of two
thousand (2,000) psf. The design bearing pressure may be increased by one-third to
accommodate short term wind and seismic, loads.
To provide protection against shear failure, we recommend continuous and spread
footings have minimum widths of sixteen (16) inches and twenty-four (24) inches,
respectively.
Structural fill or crushed rock that is placed under footings should extend out beyond the
edges of the footings a minimum distance equal to one-half the fill depth. For example, if
two feet of structural fill was placed under a sixteen -inch -wide footing,. the total
minimum width of the fill (and therefore the footing excavation) would be forty inches.
i 3: 29 4258289443 DODDS GEOSCIEHCES PA, G E
SAF INC. STRUCTURE Job Number 8097
October 19, 1998 Page 4
We estimate that footings bearing on the medium -dense to very dense native sandy soils
or on co m-pacted structural fill will settle approximately one-half (1/2) inch between
building comers or for every forty feet of continuous footing distance,.
Lateral loads such as wind and seismic forces are accommodated by friction between the
foundation elements and the bearing soils and by passive earth pressure against the
foundations. However, passive earth pressure is only available if m
Go, pacted structural
fill is used to backfill against the foundations, or the foundations are poured against the
existing soil. The passive resistance of undisturbed native soil and property compacted
structural fill may be assumed to be an equivalent fluid pressure of three hundred fifty
(350) pounds per cubic foot (peb.
Seismic Delia
The site is classified as Seismic Zone 3 by the Uniform Building Code, We recommend
the designer utilize site soil coefficient Sc in their analysis.
Sitt D
rf c wa or
The site should be graded during construction so that su a e t is directed away from
any excavation. Water should not be allowed to pond where foundations, pavements, or
slabs are to be constructed.
Final site grades adjacent to the buildings should be sloped away from the structure for a
minimum distance of ton fed. Roof and. surface water drains should discharge to an
appropriate facility.'
Footing drains are required, and should consist of a slotted four -inch -diameter PVC pipe
bedded in, and covered with a minimum of six inches of drain rock. The invert of the
pipe should be placed at the elevation of the footings. A non -woven gootextile fabric
(Mirafi 140N, Supac 4NP, or other equivalent) should be wrapped around the outside of
the drain rock. The PVC pipe should be sloped to drain, and may be connected to the
roof and surface water discharge pipe down -gradient and away from the structure. The
pipes should discharge to an appropriate discharge facility.
DODDS GEOSCIEHCES:
12: 57 4258289443
MFINC. STRUCTURE
October 19, 1998
$lope Reinforcement:
Job Number $097
Page 5
The excavation slope near the southwest comer will require shoring. A temporary soldier
pile wall appears appropriate for the anticipated maximum excavation depth of fifteen
feet. This soldier pile wall should consist of minimum eighteen -inch -diameter steel -
beam -reinforced concrete augercast piles embedded a minimum depth of ten feet or the
height of pile stickup above the excavation grade, Whichever is greater. Rakers or
tiebacks will probably be required because of the high soil loads. Treated lagging should
be utilized between the piles, Provisions should be made to accommodate drainage
which may percolate through the wall.
The following design pressures can be used by the structural engineer for the structural
design of the wall:
1) An Active Equivalent Fluid Pressure of 55 pounds per cubic foot (pcO.
2) A uniform surcharge of 1200 psf acting over the entire height of the pile
above excavation grade.
3) A Passive Equivalent Fluid Pressure of 400 pcf acting over twice the pile
diameter swing at a depth of two feet below the excavation.
The augercast method of pile installation involves drilling the hole with the auger
equipment and then continuously pumping concrete grout through the center of the
hollow -stem auger -during auger extraction. Steel reinforcement in then placed in the hole
through the entire depth. A head of concrete must be maintained above the auger tip to
ensure an intact column of concrete has filled the drilled hole after the auger has been
removed. Generally, this can be achieved by withdrawing the auger slowly while
maintaining a suitably high pump pressure. As a general rule, the rate of auger extraction
should not exceed about five feet a minute, and the pressure of the concrete grout pump
should be in the range of 150 to 250 pounds per square inch (psi). The pump should be
equipped with a calibrated stroke counter so that concrete volumes may be calculated.
It may be possible, and less expensive, to drill the shoring piles "open -hole". This
method involves drilling the holes with solid shaft auger, and then placing the concrete
and steel in the vacant hole. This method is only possible if the holes do not cave prior to
the placement of concrete and steel. A test pde is recommended if the owner wishes to
consider drilling the piles "open-hol6".
We can provide design criteria for different pile diameters and embedment lengths, if
desired. For transient loads, such as seismic, the allowable load may be increased by
one-third. A'moderate to major seismic event may result in some shifting of the piles and
ground. I
i'0/21/i,598 12: 57 4258289443 DODDS GEOSCIEHCES P A', � 3 E 0 '17
SAFINC. STRUCTURE job Number 8097
October 19, 1998 Page 6
As augercast piles cannot be inspected after installation, it is important that an engineer
or geologist from our office be present during installation. This will allow us: 1) To
confirm that the encountered subsurface conditions are consistent with those indicated by
our exploration; 2) To evaluate whether soldier pile construction activities comply with
the intent of contract plans and specifications, and, 3) To provide recommendations for
design changes in the event unanticipated subsurface conditions are encountered. We
would be delighted to provide these construction observation services, however it must
be understood that we will not supervise the contractor during his operations, nor are we
responsible for job and site safety during construction.
L =911 -
Foundation and retaining walls must be designed to support the lateral earth pressures
which abutting soils will impose. The following recommendations are for walls which
are less then twelve feet high that support level backfill:
Active Earth Pressure (South Wall) .......... 75 pcf
Active Earth Pressure (Other Walls) ......... 35 pcf
Passive Earth Pressure ....................... 3 50 pcf
Unit Weight of Sod .......................... 125 pcf
Coefficient of Friction ........................... 0,40
The Active Earth Pressure recommended above assumes the wall can deflect at least
0.002 times the wall height. If this aissumption is incorrect a uniform lateral pressure of
one hundred psf should be added to the wall pressure given above.
The values recommended above are ultimate values, and should be reduced by an
appropriate saf�ty factor. As a guideline, we recommend a minimum Factor of Safety of
1.5 fbr overturning and sliding. The resultant force from the soil (neglecting the passive
pressure force) can be calculated by taking moments about the toe of the wall. The
resultant force should pass through the middle third of the footing.
The above design values do not includ * e hydrostatic pressures behind the walls and
assume that no surcharge slopes or loads (such as traffic) are placed above, or near the
walls. Design values can also be exceeded if heavy construction equipment is allowed
within twelve feet of the wall. If any of these conditions exist, then the above design
values should be augmented be appropriate additional pressures. If walls higher than
twelve feet are required for this project, please contact our office for additional
recommendations.
3 : 21, 4 4258289443 DODDS GEOSCIENCES P E 0 i
SA F INC. STR UC TURE Job Number 8097
October 19, 1998 . Page 7
foundation walls should be appropriately waterproofed, and then backfilled with a clean,
compacted, free -draining granular soil or an approved drainage composite. This will
prevent the buildup of hydrostatic pressures. The wall backfill should contain no more
than five percent silt and clay, no organics, and no cobbles greater than four inches in
diameter. The percentage of sand (from the #4 sieve to the #200 sieve) should range
from 25% to 75%.
During compaction of the wall backfill, care should be taken to not damage the wall. The
top one to two feet of wall backfill should consist of a relatively impermeable soil or
topsoil,
Excayations and Slopes:
Temporary and permanent excavation and slopes for this project must meet all applicable
government safety regulations, Temporary cuts to a depth of four feet may be attempted
vertical, although they may not hold. Excavation slopes greater than four feet in depth
should be cut no steeper than 1: 1 (Horizontal. Vertical). Flatter slopes may be required
depending upon location variations in soils conditions and whether there is groundwater
present. Contractors working in excavations should use caution at all times. Sudden
caving of the side slopes is possible.
Permanent cut and fill slopes which are not otherwise reinforced should not exceed 2:1
(H:V).
Site construction should begin by stripping and clearing the property of all fill,
vegetation, organic -rich topsoil, and any other deleterious material, Stripped materials
may have to be removed from the site. Groundwater seepage was not noted during our
fieldwork. Nevertheless, the contractor should anticipate, and be prepared to
accommodate moderate seepage into even shallow excavations.
Structural fill is defined as any fill placed below structure, including slabs, where the fill
Soils would need to support loads without unacceptable deflections or shearing.
Structural fill should be placed above unyielding native site soils in maximum eight -inch -
thick loose lifts and compacted to a minimum of 95% of Modified Proctor (ASTM
D1557).
/I -� j-8 13': 2 4 4258289443 DODDS GEOSCIEHCES PACE FJ 2"
&4FINC. STRUCTURE Job Number 8097
October 19, 1998 Page 8
Soil is typically difficult to place and- compact as structural fill if more than three percent
from the -optimum moisture content at the time of compaction. During wet weather or
under wet conditions, structural fill should consist of a granular soil having less than five
percent silt or clay (measured on that portion which passes the 3/4-inch sieve). During dry
weather, water may have to be added to the sod to achieve the required soil density.
Wet Weather !Construction:
If the site is developed during extended periods of wet weather or in the winter, the
following are anticipated additional costs afid changes which should be anticipated:
1) Excavated slopes and fill piles will have to be protected with plastic.
2) Most if not all of the excavated soils will be unusable as structural fill.
3) Foundation excavations will required- over -excavation on the order of six
inches to one foot), and replacement with crushed rock,
4) Numerous site visits will be required by this office to evaluate soil conditions,
confer with the contractor, and make remedial recommendations.
5) Costs of maintaining the site and cleaning adjacent streds/property will
increase,
6) Construction access road reinforcement may be required. This may require
quarry spalls, geotextile fabric, lime or cement addition, or some combination
of these methods.
Closure:
It is recommended we be retained to review the final development plans to verify site
specific subsurface requirements are met and our recommendations have been accurately
interpreted in the plans,
It is also recommended that we be retained to provide professional geotechnical
consultation and observation services during design and construction. This allows us to:
1) Confirm that design conforms to specific subsurface requirements; 2) Confirm that
subsurface soils conditions exposed during construction are consistent with those
indicated by this report; 3) Evaluate whether earthwork and foundation construction
activities conform to the intent of the contract specifications and plans; and, 4) Provide
.recommendations for design changes in the event of changed conditions. While on the
site during construction, we will not direct or su Ise the contractor or work, now will
pem
we, be responsible for providing on -site safety or dimensional measurements during
construction activities.
PAGE 03)
13:24 4258289443 DODDS GEOSCIENCES
SAFINC. STRUCTURE
October 19, 1998
Job Number 8097
Page 9
it has been a pleasure providing you with our professional services. If there are any
questions - concerning this report, please contact me directly at 425-827-1094.
Thank You:
DODDS Geosciences Inc.
4 K. DO
&
9
V,
WAS.Q;
PA
Mark K. Dodds, P.E.
WIM-0=
13': 2S 4258289443 DODDS GEI-lb(�IEFAI�E'7j
TEST PIT I
DATE EXCAVATED: 9/30/98
LD
a
EXCAVATION METHOD: Bwkhoe
-fi
V)
LOGGED BY: Mark K. Dodd& P.E.
DESCRIPTION
SURFACE ELEVATION: 1 315 MSL
0—
Sm
Light Dfown Gravelly Silty Sand, slightly moist, loose
to medium -dense.
2.0'
5.2%
. �-' �-o
2— Z-v--
4—
Sm
Light gray brown Gravelly 511ty SanCl, slightly Moist, very dense.
2 6.0'- 7.0' 5.1%
8-
10—
Gray Sand with some Silt, moist, very dense.
SP-Sm
3 ll'-, 12.0' 6.5%
12-1 Stopped at Q.0 feet. No QrounOwater seepage noted during digging.
F ill
U) tj
DESCRIPTION
U)
TEST PIT 2
DATE EXCAVATED. 9/30/08
EXCAVATION METHOD: Backhoe
LOGGED BY: Mark K. Do0s, P.E.
SURFACE E-L,EVATION: 1 302 MSL
Light brown Gravelly Silty Sandy Fill, Moist, loose.
S M- Light brown Gravelly Silty SahO, slightly moist, medium-clense.
M
4
Sm Light gray brown Gravelly Silty Sand, slightly moist, very dense.
Stopped at 7.0 feet. No groundwater seepage noted during digging.
IN
Q00DS Geosciences Inc. LOG OF TEST PITS I AND 2
P.O. Box 0068 SAF Inc. TEST PIT
Bellevue, Washington REPORT
Tele: (208) 887-3297 243XX 76th Ave. W.
i "JI: Zj 42bb2blJ44j
r-04--ir- U z
�)06S GEOSCIENCES INC.
I
cnTMrPt PP-1: 6.01- 7.0'
3 9,8' 13: 2 4 4258289443 DODDS GEOS*11-*1EHf1 ED
DODDS GEOSCIENCES INC.
PILAXE I
GU]RgLjMFS ]N THE USE QF IMS REPORT
Mis report for Job No. 8097 was Prepared in. accordance with local generally accepted
engineering principles and s . tandards. No warranty is expressed or implied.
am' based upon the limited services
Tnu findings and recommendations contained in this report . application of professional
which you requested. Geotechnical engineering requires the Mle owner should
completely quantify subsurface conditiOw-
judgment, as no study Can datons for additional work contained in the report, as it is then
seriously consider any recommen
out professional opinion that this additional work is necessary to augment and/or fulfill site
specific requirements. An
This report is an infomiational document, and is not to be used for contractual purposes- Y
interpretation of subsurface cotiditions in the report including the test Pit logs, and/or text
and judgment. There is no wa"
discussions are based upon our testing, analYsis, exPeriencet than
that these subsurface interpretations represent Subsurface conditions other that which
occurred at the exact locations tested at the tilne the fieldwork was conducted by this firm.
Groundwater levels can be especially sensitive to seasonal changes. This firm is not responsible
for interpretations others make using this report.
The conclusions and recommendation$ in this report assme that the field tests that were
conducted accurately represent subsurface conditions of the site. If, during construction,
Significantly different subsurface conditions are encountered from those described in this report,
01ar firm should be notified at once to review these conditions and revise our recommendations as
there is a significant lapse of dme between this report submittal and the start
necessary. Also, if Id be allowed to review and verify site conditions.
of work at the site, out firm ShOu
Unanticipated soil conditions are commonly encountered during excavation and construction,
aDd simply cannot be fully anticipated by periodic soil and/or rock sampling at widely spaced
testing locations. The owner should be �ripared to accommodate potential extra costs through
the development of a contingency fund.
This firm cannot be responsible for any deviation from the intent of this report including, but not
limited to the nature Of the PrOjects the construction timetable, and any construction methods
discussed in the tepott. ne recommendations contained in the report are not intended to direct
, techniques, sequences or procedures, except as may be sPec'rlcally
the contractor's mithods, fjrtn will not be responsible for, any construction activity on this
dosetibed in the report. 111is
site, nor are we responsible if others attempt to apply this report to other sites.
Job Number 8097 Plate
Guidelines
SAP Inc. Structur
243XX 76th Ave. We:t
Edmonds, Was.hington
13:24
4258289443
DODDS GEOSCIEHCES:
PAGE 05
;',)ODDS GEOSCIENCES INC.
Job Number 8097 - Plate 2
vicinity Map
SAF Inc. 8tructure
243XX 76th Avenue West
Edmonds, Washington
I ---:: 24 425@7189443 DODDS GEOSCIEHCEc P—r-GE C
iiOuLZ GEOSCIENCES INC.
- �jp
Job Number 8097 -.Plate 3
Site Plan
SAF Inc. Structure
243XX 76th Avenue West
Edmonds, Washington
of EDA,
.0
A RECEIvED
CrrY OF EDMONDS MAY 16 20oo
121 5TH AVENUE NOKM - ]EDMONDS - WA 98020 - (425) 771-0220
I goz� http://www.ci.edrnonds.wa.us DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
RCW 197-11-970 Determination of Nonsignificance (DNS) FILE
DETERMINATION OF NONSIGNIFICANCE
Description of proposal: New mixed use building (3 apartments and office space) proposed for property that is
currently vacant. Project contains approximately 9,700 square feet of living, garage or storage/office space. Site is
zoned Community Business (BC).
Proponent: Ron Knowles of SAF Inc.
18633 17'h Avenue NW`
Shoreline, WA 98177
Location of proposal, including street address if any: 24342 760'Avenue West, Edmonds
Lead agency: CITY OF EDMONDS
The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the
environment. An environmental impact statement is not required under RCW 43.21.030(2)(c). This decision was
made after review of a completed environmental checklist and other information on file with the lead agency. This
information is available to the public on request.
XX There is no comment period for this DNS.
This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for 14 days from
the date below. Comments must be submitted by 2000.
Responsible Official: Rob Chave
Position/Title: Planning Manager
Phone: 425-771-0220
Address: City of Edmonds
121 5th Avenue North
Edmonds, WA 98020
Date: Z-/ Signature:—
XX You may appeal this deterrnination to Robert Chave, Planning Manager, at 121 5th Avenue North,
Edmonds, WA 98020, no later than re- b. 2,2- , 2000, by filing a written appeal citing the
specific factual reasons for'the appeal. The appeal submittal must also include the required fees and
mailing list. Please contact the Planning Division for specific submittal requirements.
XX Posted on -f�!,b . , 2000, at the Edmonds Public Library, Edmonds Community Services
Building, and the Edmonds Post Office.
XX Distribute to "Checked" Agencies on the reverse side of this form, along with a copy of the Checklist.
Page I of 4
ADB 99-205 DNS. DOC
CREATED ON 02/04/00 3:13 PM
Mailed to the following along with the Enviromnental Checklist:
XX Environmental Review Section XX Ron Knowles
Department of Ecology 18633 17'h Ave NW
P.O. Box 47703 Shoreline, WA 98177
Olympia, WA 98504-7703
XX Department of Fisheries
Attn.: Richard E. Johnson
Regional Habitat Manager
16018 Mill Creek Boulevard
Mill Creek, WA 98012
Attachinents Vicinity Map
Site Plan
pc: File No. ADB-99-205
SEPA Notebook
Page 2 of 4
ADB 99-205 DNS. DOC
CREATED ON 02/04/00 3:13 PM
OV EDA,
A.
(ITY OF EDMONDS
CEIVED
ENVIRONMENTAL CHECKLIST OCT 2 6 lzi2
DEVELOPM cw-
P�irpose of Checklist:
The State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the
environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all
proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide
information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it
can be done) and to help the agency decide whether an EIS is required.
Instructionsfor Applicants:
This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this
checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer
the questions briefly, with the most precise information known, or give the best description you can.
You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer
the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or
if a question does not apply to your proposal, write "do not know" or does not apply". complete answers to the questions now may
avoid unnecessary delays later.
Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions
if you can. If you have problems, the governmental agencies can assist you.
The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of
land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you
submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if
there may be significant adverse impact.
Use of checklistfor nonproject proposals.
Complete this checklist for nonpToject proposals, even though questions may be answered "does not apply." IN ADDITION,
complete the SUPPLENMNTAL SHEET FOR NONPROJECT ACTIONS (part D).
For nonproject actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as
"proposcr," and "affected geographic area," respectively.
A. BACKGROUND
1. Name of proposed project, if applicable: JrA T XAJC
2. Name of applicant: -R 0 A.) KIVO L-V L E7 5
3. Address and phone number of applicant and contact person:
M633 17"AtIo. A)tU. &UA V177 (-;206*) 367-/Y6,P
7 I-e-fv 0 A-C1-) � -1 e-C
71.2� _4�---. L,6�) Z&zL
Pap I of 24
CHXLT.D0L\1-N0V-93
MASTER\SPFA
0
4. Date checklist prepared: /0 1.211141cl
5. Agency requesting checklist: City of Edmonds.
6. Proposed timing or schedu * le (including phasing, if applicable):
(STAFF COMMENTS)
7. Do you have any plans for future additions, expansion, or further activity related to or connected with this
proposal? If yes, explain.
/U0
(STAFF COMMENTS)
8. List any environmental information you know about that has been prepared, or will be prepared, directly related
to this proposal.
luone /bxzo/o
(STAFF COMMENTS)
9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting
the property covered by your proposal? If yes, explain.
/U0
(STAFF COMMENTS)
Page 2 of 24
CHUT.D001-NOV-93
MASTERWEA
0 0
10.
List any government approvals or permits that will be needed for your proposal, if known.
C V 64 77el-7e? -5 /7 aj
kor
(STAFF COMMENTS)
11. Give brief, complete description of your proposal, including the proposed uses and size of the project and sitc
There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You
do not need to repeat those answers on this page.
le-r4 '3 bj - t3vi Idlorl A 'C?g41V'x.
I
leve /V Le, as ed -4
-oe
le-ve-1 wvIl I-Aave aboa-l- lq-?,Il -5-F. coe
1-7e- 2send aS x
-r 41e
L" 'ta�-a
F" / rd, " C "'
(STAFF COMMENTS)
12. Location of the proposal. Give sufficient information for a person to understand the precise location of your
proposed project, including a street address, if any, and section, township, and range, if known. If a proposal
would occur over a range of area, provide range or boundaries of the site(s). Provide legal description, site plan,
vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the
agency, you arc not required to duplicate maps or detailed plans submitted with any permit applications related
to this checklist.
/V ro�- ee� a 6:: .Q Y3 X X we-J-e
L
(STAFF COMMENTS) -7
- A�qA V'A&w d*
Page 3 of 24
CHXLT.D=I-NOV-93
MASTERWEA
0 0
TO BE COMPLETED BY APPLICANT
B. ENVIRONMENTAL ELEMENTS
1. Earth
a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other:
(STAFF COMMENTS)
40
b. What is the steepest slope on the site (approximate percent slope)? 177,
(STAFF COMMENTS)
C. What general types of soils are found -on the site (for example, clay, sand, gravel, peat, muck)? If you
know the classification of agricultural soils, specify them and note any prime farmland.
le o.-avellil s-';4LI 50"?"t 'le L'C� dense _-:5-at'da
57
(STAFF COMMENTS)
d. Are there surface indications or history of unstable. soils in the immediate vicinity? If so, describe.
(STAFF COMMENTS)
Page 4 of 24
CHILLTDOCU-NOV-93
MASTERNSPEA
e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source
of fill.
o,-4-Y, -20�, CU,61e Ljord-5 e4- --flH W� // '�e Used
I'V)// he asl-d'
AWF- Lhl�'
'15-1Z
(STAFF COMMENTS)
f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe,
JVC
(STAFF COMMENTS)
g. About what percent of the site will be covered with impervious surfaces after project construction (for
example asphalt or buildings)?
b
(STAFF COMMENTS)
h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any:
—5-1 /4-
(STAFF COMMENTS)
"110F.Vul
a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial
wood smoke) during construction and when the project is completed? If any, generally describe and give
approximate quantities if known.
(STAFF COMMENTS)
CHUTDC01-NOV-93 Pap 5 of24
MASTEMPEA
0 0
b. Are there any off -site sources of emissions or odor that may effect your proposal? If so, generally describe.
1U0.1-2e
(STAFF.COMMENTS)
C. Proposed measures to reduce or control emissions or other impacts to the, if any:
IUC-74--Q—
(STAFF COMMENTS)
3. WATER
a. Surface:
(1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and
seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If
appropriate, state what stream or river it flows into.
/L)0
(STAFF COMMENTS)
(2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If
yes, please describe and attach available plans.
/400
(STAFF COMMENTS)
(3) Estimate the amount of rill and dredge material that would be placed in or removed from surface
water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill
material.
1U1.4
(STAFF COMMENTS)
Pap 6 of 24
CHUTDOCU-NOV-93
MASTERWEA
(4) Will the proposal require surface water withdrawals or diversions? Give general description,
purpose, and approximate quantities if known.
A)b
(STAFF COMMENTS)
(5) Does the proposal lie within a 100-year floodplain? if so, note location on the site plan.
/L)o
(STAFF COMMENTS)
(6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the
type of waste and anticipated volume of discharge.
(STAFF COMMENTS)
b. Ground:
(1) Will ground water be withdrawn, or will water be discharged to ground water? Give
general description, purpose, and approximate quantities if known.
A-10
(STAFF COMMENTS)
Page 7 of 24
- - , - 1 %1^11.02
V
V
(2) Describe waste material that will be discharged into the ground from septic tanks or
other sources, if any (for example: Domestic sewage; industrial, containing the
following chemicals ... ; agricultural; etc.). Describe the general size of the system, the
number of such systems, the number of houses to be served (if applicabic), or the
number of animals or humans the system(s) arc expected to serve.
(STAFF COMMENTS)
C. Water Runoff (including storm water):
(1) Describe the source of runoff (including storm water) and method of collection and
disposal, if any (include quantities, if known). Where will this waternow? Will this
water flow into ot her waters? If so, deperibe.
y -4,
(STAFF COMMENTS)
(2) Could waste materials enter ground or surface waters? If so, generally describe.
(STAFF COMMENTS)
d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any:
(STAFF COMMENTS)
Page 8 of 24
CHXMD=1-N0V-93
MASTERWEA
a
4. Plants
a. Check or circle types of vegetation found on the site:
- deciduous tree: alder, maple, aspen, other:
X evergreen tree: fir, cedar, pine, other:
)< shrubs
grass
pasture
crop or grain
wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other:
water plants: water lily, eelgrass, milfoil, other:
X other types of vegetation:
.(STAFF COMMENTS)
b. What kind and amount of vegetation will be removed or altered?
r-,k c i7vS he-5 Itri
(STAFF COMMENTS)
C. List threatened or endangered species known to be on or near the site.
".-7 e Anet-L�)10
(STAFF COMMENTS)
Page 9 of 24
CHKUMMI-NOV-93
d. Proposed landscaping, use of native plants, or other materials to preserve or enhance vegetation on the
site, if any:
5. Animals
a. Check or circle any birds and animals which have been observed on or near the site or are known to be on
or near the site:---A.)01-7e --5-e-e-1L)
birds: hawk, heron, eagle, (E�other: 60(6
mammals: deer, bear, elk, beaver, other: '544zl
fish: bass, salmon, trout, herring, shellfish, other:
(STAFF COMMENTS)
b. List any threatened or endangered . species known to be on or near the site.
A/Ovle lCnowA-)
(STAFF COMMENTS)
C. Is the site part of a migration route? If so, explain.
(STAFF COMMENTS)
Page 10 of 24
CHUTDON-NOV-93
MASTERISPEA
0
0
10
d. Proposed measures to preserve or enhance wildlife, if any:
/ . u0ne-
(STAFF COMMENTS)
6. Energy and Natural Resources
a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed
project's energy needs? Describe whether it will be used for heating, manufacturing, etc.
Oas
.1 V
(STAFF COMMENTS)
b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally
describe.
— /U C)
(STAFF COMMENTS)
C. What kinds of energy conservation features arc included in the plans of this proposal? List other proposed
measures to reduce or control energy impacts, if any:
1)'7ee--1— I exrz-e-z t0A . "-,44-e e-,-2elly�Z
(STAFF COMMENTS)
CHnT.D=I-NOV-"
Page I I of 24
W. V
7. Environmental Health
a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and
explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so describe.
(STAFF COMMENTS)
(1) Describe special emergency services that might be required.
A/0/?e X"?Oa.)IJ
(STAFF COMMENTS)
(2) Proposed measures to reduce or control environmental health hazards, if any:
(STAFF COMMENTS)
b. Noise
(1) What types of noise. exist in the area which may affect your project (for example: traffic,
equipment, operation, other)?
(STAFF COMMENTS)
Page 12 of 24
CH)CMD001-NOV-93
MAMMSPEA
(2) What types and levels of noise would be created by or associated with the project on a short-term or
a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise
would come from the site.
. 5-i-ar7d
ej 1-_-e r ol-?S4�-V e-k 61-& - �5-1-7 0,-4 Yfl 7 7 da'-'d C
(STAFF COMMENTS)
(3) Proposed measures to reduce or control noise impacts, if any:
A
(STAFF COMMENTS)
S. Land and Shoreline Use
What is the current use of the site and adjacent properties?
_S t010 Iwo a d 41C
�4 1 d'- ,
- ---------- --
(STAFF COMMENTS)
b. Has the site been used for agriculture? If so, describe.
Vc
(STAFF COMMENTS)
Page 13 of 24
W 0
C. Describe any structures on the site.
A/0 c4l-& ej-7 s)-�e
(STAFF COMMENTS)
d. Will any structures be demolished? If so, what?
A)o
(STAFF COMMENTS)
e. What is the current zoning classification of the site?
S ness
(STAFF COMMENTS)
f. What is the current comprehensive plan designation of the site?
(STAFF COMMENTS)
g. If applicable, what is the current shoreline master plan designation of the site?
(STAFF COMMENTS)
P&O 14 of 24
CHV.LT.DCC%I.NOV-93
MASTERWEA
h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify.
/Lx)
(STAFF COMMENTS)
L Approximately how many people would reside or work in the completed project?
A Lth wo 1-k IA- ,Ll-;e
(STAFF COMMENTS)
Approximately how many people would the completed project displace?
A �),- " c
(STAFF COMMENTS)
k. Proposed measures to avoid or reduce displacement impacts, if any:
— A)01-7e-
(STAFF COMMENTS)
1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if
any:
/,7"7d -lie
(STAFF COMMENTS)
Pap 15 of 24
9. Housing
a. Approximately how many units would be pro%ided, if any? Indicate whether high, middle, or low-income
housing.
(STAFF COMMENTS)
b. Approximately how many units, if any would be eliminated? Indicate whether high, middle, or low-
income housing.
— luone_
(STAFF COMMENTS)
C. Proposed measures to reduce or control housing impacts, if any:
— Alrt_x?
(STAFF COMMENTS)
10. Aesthetics
IL What is the tallest height of any proposed structure(s), not including antennas; what is the principle
exterior building material(s) proposed? it
e�C.-?dq e / Ra�ldllv /3
40 -kp
0-,C r1dq
(STAFF COMMENTS)
Page 16 of 24
CHKLMD001-NOV-93
MASMUSPEA
0 0
b. What views in the immediate vicinity would be altered or obstructed?
)&'& le- ' OW/ 0
(STAFF COMMENTS)
C. Proposed measures to reduce or control aesthetic impacts, if any:
ffO,-7&-
(STAFF COMMENTS)
11. Light and Glare
a. What type of light or glare will the proposal produce? What time of day would it . mainly occur?
(STAFF COMMENTS)
b. Could light or glare from the finished project be a safety hazard or interfere with views?
A-)0
(STAFF COMMENTS)
C. What existing off -site sources of light or glare may affect your proposal?
t,)017e
(STAFF COMMENTS) --
Pap 17 of 24
d. Proposed measures to reduce or control light and glare impacts, if any:
- ILJOJ-?e-* '
(STAFF COMMENTS)
12. Recreation
a. What designated and informal recreational opportunities are in the immediate vicinity?
kjo./ -7 e- IC-176,WA-)
(STAFF COMMENTS)
b. Would the proposed project displace any existing recreation uses? If so, describe.
(STAFF COMMENTS)
C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be
provided by the project or applicant, if any:
luon C
(STAFF COMMENTS)
Page IS of 24
CHUTDOMI-NOV-93
MASrEMSPEA
J
13. igistoric and Cultural Preservation
a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers
known to be on or next to the site? if so, generally describe.
luvoe- k-1-704VA-)
(STAFF COMMENTS)
b. Gener ' ally describe any landmarks or evidence of historic, archaeological, scientific, or cultural
importance known to be on or next to the site.
ID01le- knea.-v-)
(STAFF COMMENTS)
C. Proposed measures to reduce or control impacts, if any:
kjon 6.
(STAFF COMMENTS)
14. Transportation
a. Identify public streets and highways serving the site, and describe proposed access to the existing street
system. Show on site plans, if any.
(STAFF COMMENTS)
pap 19 of 24
W
b. Is site currently served by public transit? If no, what is the approximate distance to the nearest transit
stop?
1—f 1-70a-�--
(STAFF COMMENTS)
C. How many parking spaces would the completed project have? How many would the project eliminate?
/0 �2!aeeg��
(STAFF COMMENTS)
d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not
including driveways? If so, generally describe (indicate whether public or private).
— /L)O
(STAFF COMMENTS)
e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so,
generally describe.
(STAFF COMMENTS)
Pap 20 of 24
CHKLT.DOOI-NOV-93
MASTERWEA
f. How many vehicular trips per day would be generated by the completed project? If known, indicate whein
peak volumes would occur.
A)Orlwal
e'0,1-29.177 a bou -6- 7 IA— W7 -Y 74,'rl? 2a A— S-4u
e-7 A-)
(STAFF COMMENTS)
g. Proposed measures to reduce or control transportation impacts, if any:
"/I e-
(STAFF COMMENTS)
15. Public Services
a. Would the project result in an increased need for public services (for example: fire protection, police
protection, health care, schools, other)? If so, generally describe.
(STAFF COMMENTS)
b. Proposed measures to reduce or control direct impacts on public services, if any:
(STAFF COMMENTS)
Pap 21 of 24
CHXLTDMI.NOV-93
a
40
16. Utilities
a. JC�4iKies currently available at the site: ill lll, I I I I I 1' 11 D1ga � =,water refuse service, telephone,
(sanitary sewq;)septic system,��. C'Cib
I -------------
(STAFF COMMENTS)
b. Describe the utilities that are proposed for the project, the utility providing the service, and the general
construction activities on the site or in the immediate vicinity which might be needed.
'e/ ea 1�q ' P U D A-,o,4)t-,a I C--aS : W.4 . A-.)a4 C—OS tuo-ler— CI�V—1 a�Gw&,
(STAFF COMMENTS)
C. SIGNATURE
The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to
make its decision.
Signature of Proponent
Date Submitted
Page 22 of 24
CHXLT.D=I-NOV-93
MASTERWEA
lzrk
Ils-e
Si 11
THAT PORTION OF TRACT 10, LAKE MC ALEER FIVE ACRE TRACTS, ACCORDING
TO THE PLAT THEREOF RECORDED IN VOLUME 5 OF PLATS, PAGE 48.
RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID TRACT 10;
THENCE NORTH 02*32-34" WEST 40.00 FEET:
7HENCE SOUTH 88*09'23' WEST 40.00 FEET TO THE INTERSECTION OF THE
NORTH MARGIN OF 244TH STREET SOUTHWEST. AS CONVEYED TO SNOHOMISH
COUNTY, WASHINGTON BY DEED RECORDED UNDER AUDITOR'S FILE NUMBER
583320 WITH THE WEST MARGIN OF 76TH AVENUE WEST, AS CONVEYED TO
THE CITY OF EDMONDS BY DEED RECORDED UNDER AUDITOR'S FILE NUMBER
1725097;
THENCE SOUTH 88'09'23" WEST ALONG SAID NORTHERLY MARGIN 180.36
FEET TO THE WEST LINE OF THE EAST 90 FEET OF THE WEST 201 FEET OF
SAID TRACT 10;
THENCE NORTH 02*33'56" WEST ALONG SAID WEST LINE 151.01 FEET TO THE
SOUTH LINE OF THE NORTH 65 FEET OF THE SOUTH 256 FEET OF SAID
TRACT 10, AND THE TRUE POINT OF BEGINNING;
THENCE CONTINUING NORTH 02*33'56" WEST 65.01 FEET TO THE NORTH LINE
OF THE SOUTH 256 FEET OF SAID TRACT 10;
THENCE NORTH 88'09'23" EAST ALONG SAID NORTH LINE 90.01 FEET TO THE
EAST LINE OF SAID EAST 90 FEET OF THE WEST 201 FEET OF SAID TRACT
10;
THENCE NORTH 02'33'56" WEST ALONG SAID EAST LINE 10.00 FEET TO THE
NORTH LINE OF THE SOUTH 266 FEET OF SAID TRACT 10;
THENCE NORTH 88*09'23" EAST ALONG SAID NORTH LINE 90.44 FEET TO
SAID WEST MARGIN OF 76TH AVENUE WEST;
THENCE SOUTH 02*32'34" EAST ALONG SAID WEST MARGIN 80.01 FEET TO
THE NORTH LINE OF THE SOUTH IN FEET OF SAID TRACT 10;
THENCE SOUTH 88'09'23" WEST ALONG SAID NORTH LINE 90.41 FEET TO THE
EAST LINE OF THE EAST 90 FEET OF THE WEST 201 FEET OF SAID TRACT
10;
THE14CE NORTH 02'33'56" WEST ALONG SAID EAST LINE 5.00 FEET TO THE
SOUTH LINE OF THE NORTH 65 FEET OF THE SOUTH 256 FEET OF SAID
TRACT 10. FROM WHICH THE TRUE POINT OF BEGINNING BEARS SOUTH
88*09'23" WEST;
THENCE SOUTH 88'09'23" WEST 90.01 FEET TO THE TRUE POINT OF
BE INNING.
C014TA114S APPROXIMATELY 13,085 SQUARE FEET OR APPROXIMATELY 0.3004
ACRE.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON
i-M-11
KNOWUS BLA
BLA-95-003
SE 1/4,31-27-4E
I DRAWN BY: MAM I FINAL CHECK: JSS
1 99124.00
A� HEBRANK STEADMAN
& ASSRIATES, P.S.
PROFESSIONAL LAND SURVEYORS
6564 FIFTH AVENUE SOUTH. SEATTLE, WASHINGTON 98108
(206) 762-4982
SHEET 3 OF 6
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PLANNING DATA
New Commercial Proiects
SITE ADDRESS: --ZONING:
USE(S) PROPOSED: &9j&.A&AALLOWED?:
LEGAL NONCONFORIVING LA DETERMINATION ISSUED (Y/N)
CUP File: To Allow What Uses?:
ADB FILE #: W- V5
PARKING:
Use: No. Spaces Required:.
X (floor area, # employees, etc.)
Use: No. Spaces Required:
Z—f(floor area, # employees, etc.)
Use: X No. Spaces Required:
(floor area, # employees, etc.)
Use: X No. Spaces Required:
(floor area, # employees, etc.)
Total Required: Actual Provided:
SETBACKS:
Requir d Setbacks:
Front: *Q� Left Side: -j6,+-- Right Side: Rear:
Actual Setbacks:
Front: :P6 Left Side: Right Side: �Z- Rear:
Street map checked for additional setback required? __(Yes/No)
,010,404
MAXIMUM FLOOR AREA:
Maximum Allowed:_ Actual:
BUILDING HEIGHT:
Maximum Allowed: Actual Height:'
ModulationAllo ed Modulation Height:
Datum Point Datum El vation:
Elevator Pent mp > 3 feet over height limit? MAr If so,VAR#
F, —
LANDSCAPING:
Matches ADB approved:
Bid Provided?
Amount (100% bid):
DATE:- IP& zM PLAN CHK#: OT
NAME OF BUILDING PERMIT APPLICANT: —A&&
Continued ...
lAlibmry'MiandatNewComm.doc
I-
z
96
AD13 FILE #: A190 - ll-a-00'5 OR DATE WAIVED:
'PLANS MATCH APPROVED PLAN: �4
SUBDIVISION.
CRITICAL AREAS #:
SEPA DETERMINATION:
SHORELINE REQUIRED?:
I
LOT AGGREGATION REQUIRED?: /Q6
REDUCED SITE PLAN (8.5Xl 1) PROVIDED FOR STREET FILE?
1Alibrary\^PlandatNewComm.doc
TRANSPORTATION IMPACT ANALYSIS
"Limited Scope"
and
STORM DRAINAGE & GRADING ISSUES
for a
New Mixed Use Building
located on 76 th Ave W near SW 244 th St reet
Owner — Ron Knowles
prepared by
John W. Mellor, P.E.
/ Z/z 7/9"?
RECEIVED
. DEC 2 7 1999
ENGINERINC,
RECEIVED
DEC 2 7 1999
PERMIT COUNTER
DEVELOPED SITE
TRANSPORTATION/TRAFFIC IMPACTS
Trip Generation
The average daily trip generation of 9.8 per house hold times the 2 proposed houses
would produce an ADT of 20. During peak hours 2 trips, an average of one per
household, will be made in the morning hours from the subject site and in the evening to
the site. An even split of these 2 peak hour trips will occur in the morning and in the
evening, resulting in 1 peak hour trip to or from each of the 2 directions. of travel on 76 th
Ave W. The other addition to traffic will be that of a once a week loading or unloading of
materials or tools for projects for SAF Inc personnel.
The result is a low peak hour use of 2 trips or less in either direction on 76th Ave W.
Site Distance
The gross area of the site is 13,085 sq ft or 0.3004 acres with an 80' frontage. The.
driveway access to this proposed development is from 76th Ave W. The access oint
th p th
is approximately 170 —180 feet north of the intersection of 76 Ave W and SW 244
Street. Sight distance is unimpeded, across the width of 76 th Ave W, to the south,
toward the previously described intersection. Sight distance is also unimpeded to the
north along the entire width of 76th Ave W for perhaps 1,000 feet or more.
Right Hand Turn Channelization
The subject site fronts onto 76th Ave W at the point where the widening begins for the
southbound right-hand turn. The beginning of the painted stripe for the right hand turn
channelization occurs a dozen feet or so south of the south edge of the subject property.
Stagging and Parking
An agreement has been reached for the use of the Seattle Baptist Church property
adjacent to the north and west of the subject property for stagging and parking of
equipment and materials.
� - J
t
Frontage Improvements and Required Dedication for NE 191st Street
Frontage improvements are in place presently. Only a driveway cut will be required to
provide access and egress to the subject site.
No dedication has been requested for this proposal.
STORM DRAINAGE & GRADING ISSUES
Water Quality and Quantit
Water quality and quantity will be addressed during the engineering for.the subject
project.
Existing Rockery Along South Property Line
During engineering for the subject project all consideration will be made for any drainage
impacts on the adjacent rockery. Any excavations made at or near the base of said
rockery will follow the recommendations of the Dodds Geotechnical report. Adequate
margin s of safety will be observed due to the severe rammifications connected with the
loss of said rockery.
2
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UNIMPEDE----
----D SIGH ISTANCE GREA
TER-Tq)�N
HDIS 0303cININn
NOL03S�j3iNl - - - - - - - - - 0
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- N:
.........
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---------- -------
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----------- 0
UCA
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P.411
EXISTING PAINTED LINE CHANNELIZATION K) Ln
00
EXISTING SEWER MH
7
6 T "v I __A -
H A WEST
EXISTING SEWER_LINE --------- --------
--------------------------------
ALLINGER ROAD ---------------- ------------ ----- ----- -----
NO2*32'34"W �65.80 --------- (B --------------------- ------------------ - -- -- -------
---------- -------- --------------------
------------------- ----------- ---------- LINE
77:::::::!: -- ---------- PAINTED DOUBLE CENTER
N ---
RECEIVED
N
ol DEC 2 7 1999
ENGMEMINC
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RECEIVED
MAY 16 2000
DEVELOPMENT SERVICES.CTR.
STORM DRAINAGE REPORT . CITY OF EDMONDS
for a
COMMERCIAL/RESIDENTIAL BUILDING
located -At
76 TH Avenue West & SR 104
prepared for
SAF Inc
prepared by
John W. Mellor, P.E.
WA�
N
EXPIRES 2 124101 1
OIL
FILE.
05/04/00 DrKnowlesEdm
UNDEVELOPED SITE
The subject property is irregularly shaped with an 80' frontage along the west side of
76th Ave W. The front portion of this property is moderately sloped with a an average
slope of - 10%. The rear portion has an average slope of - 20%. The most severe
slope is found toward the south center portion of the site with average slopes of 38%.
A rockery exists just a few, feet south of the south property line. The heights of this
rockery range from 5' at the west end to 19.5' at the east end.
The acreage of the subject property is:
13,085�6618 sg.ft 0.3004055 acres
43,560
There are no existing impervious surfaces presently on the subject -site.
The existing pervious area of the subject site is covered with a grass, brush and. a dozen
or so trees mostly coniferous.. The pervious area for this analysi's will be the entire site
and is 13,085.6618 sq ft or 0.2482 acres
CN values for the site:
young second growth or brush .............................................................. 81
meadows or pasture ................................................
......................................... 85
Time of Concentration for the Onsite Runoff
Refer to the enclosed map
The longest runoff route consists of sheet flow from the midpoint of the south
property line to a point on the. north property line 33' west of the NE corner of the
subject property.
Times of concentration are computed with the following equations. for overland flow
as follows:
Tt = 0.42(nsil 0.8
(P2) 0.5(80)0.4
0
where So = slope of watercourses -are
328.309 - 314.0/34.923 4o.97% &
314.0 - 307.347/65.910 10.09%
L = length of watercourses are 34.92''&
6 5.9 1'
ns = Manning's coeffs:
0.40 for young second growth or brush
0.24 for meadows or pasture
P2 = 2yr-24hr rainfall =.1.50
1
Tti :-- 0.42(0.40 x 4.92 0, 8 = 3.462 = 3.995 min
(1.5)0-5z'(0A097)0-4 0.866
08
Tt2 0.42(0.24 x I - 3.824 = 7331 min
"5 '(0 1009)0 .4 0.495
(1.5)0
Tc = 3.995 min + 7.731 min = 11.726.min
The pervious area of the subject site can be divided into the portions: the front portion
covered in grass mainly with a small amount of brush, and the back portion which is best
described as young second growth or brush. The pervious area of the site can be
described as a combination of these two areas as follows:
5,350 sq W85) + 7,735.66 sq ft(81) = 82.'64
13,085.66
perviou's area CN impervious area, CN Tc
0.3004 82.64 0.0 98 11.726
SBUH results are contained in the back of this report.
DEVELOPED PROPERTY
The developed property will contain an office/apartment building with parking contained
under the roof of the building. Only the driveway is exposed to the weather. The new
structure and asphalt areas will cover all but 13,085.66 — 11,444.97 = 1,640.69 sq ft of
the site. The developed site will contain 11,444.97 sq ft or 0.2627 ac of new impervious
surfaces, -and 1,640.69 sq ft or 0.0377 ac of landscapped. areas.
The longest time of concentration for the developed site is based on the runoff time from
the west end of the driveway, to the catch basin at the upper portion of the detention
system, and through the detention system-
Tt = 0.%pgjQ 08 where Sol = driveway slope = 2.8024%
TP2)7 . (SO) 0 - 4 L = length of driveway run = 35.68'
ns= 0.011 Manning's coeff.
P2= 2yr-24hr rainfall = 1.50
S02 = driveway slope = 12.5%
L = length of driveway run = 64'
nr, = 0.011 Manning's coeff.
P2= 2yr-24hr rainfall = 1.50
P41
S03 driveway slope = 2.096%
L length of driveway run = 62.026'
n, 0.011 Manning's coeff.
P2= 2yr-24hr rainfall = 1.50
Use H P41 CX for pipe flow,
through the detention system
SO4= slope of detention sys ='0.5%
L = length of detention sys = 35
n = 0.024 for CMP detention
Q = 0.16 cfs
D = 48"CMP
TtI 0.42(0.011 x 35.68) 0* 8 = 0.6706 min
- 4
08
Tt2 = 0.42(0.011 x 64.0) 0.5885 min
04
(1.5)"�-"(0.1250)
0.8.
Tt3 0.42(0. 011 x 62.03) 1.4603 min
04
(1.5)")zt(O.0100) -
Tt4 0.63 min(run in 36.333'of 48" CMP detention piping @ 0.5%; 0.97fps)
Te Tti + Tt2 + Tt.3 + Tt4 0.6706 +.0.5885 + 1.4603* + 0.63 13494 min.
pervious area CN impervious area CN Tc
0.0377 85 0.2627 98 3.3494
SBUH results are at the back of this report
Detention Requirements
To determine the detention requirements for this area of Edmonds use will be made of
the 10 year 24 hour and the 100 year 24 hour storm events. To provide treatmen, t of...
storm runoff from asphalt paving subject to vehicular use, the detention system will. be a
wetpipe type detention system. This detention system includes a 4' diameter 36.33' long
CMP pipe and with required appurtenant structures. The bottom 1.5' of the detention
pipe will provide dead storage for the capture of water borne pollutants.
The King County SBHYD and RDFAC analyses were used to determine detention.
requirements. They are contained at the back of this report.
3
Checking Detention Capacity
It can be demonstrated that the areas of the detention pipe at the upper and lower end
of a 36.33' 48" detention system with a dead storage of 1. 5' are 8.9561 sq ft and
8.2622 sq ft respectively. This detention pipe will provide (8.9561 + 8.2622)/2 = 8.6091
cu ft per ft of detention pipe. Additional storage will be provided by a 48" Type 11 catch
basin with a restrictor with a live storage depth of 2.69'. At the other end of the
detention system another 48" Type 11 catch basin with a live storage depth of 2.50'. - The.
storage of the entire 48" CIVIP detention system is 801.361 cu ft, which is sufficient to,
meet the storage requirement of 325 cu ft.
48" CIB live storage depth 2.69 ft x 12.566 cu ft/ft ...................................... 33.802 cu ft
2'(36" CIVIP) x 7.068 cu ft/ft .......... I ................................................. w ............ 14.137 cu ft
36.333'(48" CIVIP with dead storage) x 8.6091 cu ft/ft .............................. 312.794 cu ft
2'(36" CIVIP) x 7.068 cu ft/ft ................................
............. 14 * 137 cu ft
48" CB live storage depth 5.00 ft x 5.778 cu ft/ft ................................... 31.415 cu ft
406.285-cu ft
Water Qualit
Water quality is addressed with the use of a wet pipe type detention system.
Offsite runoff, from the rockery located along the south property line could have an
impact on this project. A method for storm runoff collection and removal will be inc
I - �', �
in the engineering plans. L
, mln�
Check Riser Overflow Capacit
The flow to check is the 100 year storm, Qioo = 0.24 cfs. From the formula
QWEIR = 9.739DH 3/2 ; where Q. is in cfs, D is in feet(dia) and H in feet, an 8 inch riser can
discharge 2.2955 cfs, with 6" of head Therefore 0.24. cfs is a conservative discharge.
4
S.C.S. TYPE -IA RAINFALL -DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES)
10,24,2.00
------------------------------------------------- - ----- -
7 -- - - - - - - -
S.C.S. TYPE-lA DISTRIBUTION
10-YEAR 24-HOUR STORM **** 2.00" TOTAL-PRECIP..*********
------------------------------- 7 --------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BAS.IN.NO. I
0.30.04,82.64,0.0,,98,11.726
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES.)
A' CN A CN.
.3 .3 82-6 .0 98.0 11.7
PEAK-Q(CFS) V//t- PEAK(HRS) VO L(CU-FT)
. .04 .7.83 738
ENTER [d:]fpathlfilenamef.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
KNLO10E
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP.
C
------------------------------------------ I ----------------------------
ENTER: A(RERaV+T—qN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2
J
0.0377,8 0.262 98,'3.3494
DATA PRINT-OUT:
sex
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.3 .0 86.0 ..3 98.0 3.3
PEAK-Q(CFS),,,-T-PEAK(HRS) VOL(CU-FT)
.15 V 7.67 1808
ENTER [d:lfpathjfilename[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH:
KNL0l0D
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
S.C.S. TYPE- 1A RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES)
100,24,3.00
----------------------------------------------------------------------
S.C.S. TYPE -IA DISTRIBUTION
100-YEAR 24-HOUR STORM **** 3.00" TOTAL PRECIP.
-------------------------------- 7 -------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO.
0.3004,82.64,0.0,98,11.726
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES).
A CN A CN
.3 .3 82.6 .0 98.0 11.7
PEAK-Q(CF T-PEAK(HRS) VOL(CU-FT)
.10 SY 7.83 1548
ENTER fd:][pathjfilename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
KNLl00E
SPECIFY: C -.CONTINUE, N NEWSTORM, P - PRINT, S - STOP
c
-----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2
0.0377,86,0.2627,98,3.3494
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A A CN
.3 .0 86.0 .3 98.0 3.3
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU7FT)
.24 �� 7.67 1 2868
ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
KNLl00D
SPECIFY:. C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
SUMMARY -OF INPUT ITEMS
1) TYPE OF FACILITY: TANK
.2) TANK DIAMETER(ft), STORAGE DEPTH(ft):
3) VERTICAL PERMEABILITY,(min/in):
4) PRIMARY DESIGN HYDROGRAPH FILENAME:
5) PRIMARY RELEASE RATE(cfs): .10
6) NUMBER OF TEST HYDROGRAPHS: 2
TEST HYD I FILENAME: KNL0l0D
TEST HYD 2 FILENAME: KNLl00D
2.50.
KNL100D
TARGET RELEASE(cfs): .04
TARGET RELEASE(cfs).: .10
7) NUMBER -OF -ORIFICES, RISER-HEAD(ft), RISER-DIAM(in): .2, 2.50t 8
8) ITERATION DISPLAY: YES
ENTER ITEM NUMBER TO'BE.REVISED (ENTER ZERO IF NO REVISIONS ARE REQUIRED):
0
lNITIAL STORAGE VALUE FOR ITERATION PURPOSES: 1113 CU-FT
BOTTOM ORIFICE: ENTER Q-MAX(cfs).
0.06810
DIA.= 1.26 INCHES.
TOP ORIFICE: ENTER HEIGHT(ft)
1.090
DIA.= 1.00 INCHES
c"IX
ITERATION COMPUTATION BEGINS...
TRIAL TANK -LENGTH STOR-AVAIL
STOR-USED
PK-STAGE.
PK-OUTFLOW
1
134.7
11*13
480
1 .' 07
..04.
2
96.5
796
4.42
1.17
.05
3
75.0
619
402
1.38
.06'
4
61A
.510
374
1.58
.07
5
53.6
442.
360
1.78*
.0'8
6
48.6
401
350
1.95
.09
7
45.5
376
342
2.07
.09
8
43.5
359
335
2.16
.09
9
42.1
347
332
2.24
.09
10
41.1
339
330
2.32
.10
11
40.5
334
328
2.-38
.10
12
40.1
331
327
2..42
.10
13
39.9
329
326
2.45
.10
14
39.7
328
326
2.46
.10
15
39.6
327
325
2.48
.10
16
39.5
.326
325
2.48
_10
17
39.5
326
325
2.49
.10
18
39.4
325
325
2.49
.10
19
39.4
325
32
Z.50
.10
PERFORMANCE:
INFLOW
TARGET -OUTFLOW ACTUAL-OUTFLQW
PK-STAGE
STORAGE
DESIGN HYD:
.24
.10
.10
2.50
325
TEST HYD 1:
.15
.04
.04
.1.09
160
TEST HYD 2:
.24
.10
.10
2. 5&
.320
SPECIFY: D -
DOCUMENT,
R - REVISE,
A - ADJUST
ORIF, E
ENLARGE,
S - STOI
- --- - - - - - - - - - - - -
7 - - - - - - — 308 ----------------------------
�310
- - - - - - - - - - - - - - 312---
-- - - - - - - - - - - - - - -
- - - - - - - - - - - - - '00
2� --------
-----------
qo
--JIB 1p
k- '22
611
0.7
VADE CONCRETE WALL 0
0. 4 ---------
jAw"
,113
a
15
Po.
32a
NO o
_3213 0
X''
4 LMK rtML;t
TOTAL IMPERVIOUS AREA 11.2.13.12\S\O FT
FENCE
6* cHNw LINK FENC NE CORNER
s vcm"L
ELLWVAIIW=
-Joe__ 12'*
-107
1 4 12
J1 . 0
10
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NO-
11.575.47�7 �q A.
1 '0 5000 Q ft
12
.114
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T M
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CM, U, Fa.Ce
--310
-312
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it
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WIM CONCRIM WALL
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REQUEST FOR RECORDING
0
Type of Document to be Recorded: Reference Number (if Applicable):
Grantor: Grantee:
Legal Description (Include at least Section, Assessor's Parcel Number
Township, and Range):
CICC) - /0 C.
Fees Collected:, Receipt Number:
When recorded mail to:
City Clerk
City of Edmonds
121 Fifth Avenue North
Edmonds, WA 98020
SPACE ABOVE THIS LINE FOR RECORDER'S USE
Assessor's Parcel No.
Pr tNo.&Name:
V
� "J. T-5
ENCROACHMENT AGREEMENT
This ENCROACHMENT AGREEMENT "Agreement") is entered into between the
CITY OF EDMONDS ("City") and_ tZo,�4 E
("Owner[s]"), in accordance with Chapter 18.70 of the Edmonds Community Development
Code.
1. The Proper . Owner is the owner of that certain real property located at
-�'A -k 4 0 --1 k-, -L— r,�Nec-- I—d'e-'s --�— . within the City of Edmonds, Washington,
Assessor's Parcel Numberq9if-goo-gio --0(60-,
�, and more particularly described in Exhibit
"A" attached hereto and incorporated herein by reference. Business owner,
C-75 is the business owner of that certain real
property noted above.
2. The Easement. The City currently owns an existing easement over, under, and
across Owner's property for street, alley, sidewalk, other K� Ph,
which is described in Exhibit "B" attached hereto and incorporated by reference.
3. The Encroachment. The City hereby covenants and agrees and grants its
permission to Owner or, Business Owner toallow U
to remain in a portion of the City right-of-way/easement. A plai map showing the location of the
encroachment is attached as Exhibit "C" and incorporated by reference. This Agreement is
subject to the following terms and conditions:
a. The encroachment shall be installed and maintained in a safe and sanitary
condition at the sole cost, risk, and responsibility of the owner and its successors in interest.
b The Owner shall agree at all times to indemnify and hold the City free and
harmless from any and all claims, demands, losses, damages or expenses resulting from the
-1-
construction, maintenance, use, repair or removal of the structure installed hereunder, including
any loss, damage or expense arising out of (1) loss or damages to property and (2) injury to or
death of persons.
C. The Owner must remove or relocate any part of the encroachment within
ten (10) days or such other time as specified in the notice after receipt of it from the City
Engineer, or the City Engineer may cause such work to be done and the reasonable cost thereof
shall constitute a lien upon the property.
d. Whatever rights and obligations were acquired by the City with respect to
the easement shall remain and continue in full force and effect and shall in no way be affected by
city's grant of permission to construct and maintain the encroachment structure.
4. Entire Agreemen . This Agreement constitutes the entire agreement between the
parties with respect to the subject matter hereof and supersedes and replaces all other
agreements, oral or written, between the parties with respect to the subject matter.
5. Notices. Any notice which is required or may be given pursuant to this
Agreement shall be sent in writing by United States mail, first class, postage pre -paid, registered
or certified with return receipt requested, or by other comparable commercial means and
addressed as follows:
If to the Cit :
City Engineer
City of Edmonds
121 Fifth Avenue North
Edmonds, WA 98020
If to the Owner:
C E
t P, (1 3 3 1 Kt t-N)
tF C— f
which addresses may be changed from time to time by providing notice to the other party in the
manner described above.
6. Waiver. City's consent to or approval of any act or omission by Owner shall not
constitute a waiver of any other default by Owner and shall not be deemed a waiver or render
unnecessary City's consent for approval to any subsequent act by Owner. Any waiver by City of
any default must be in writing and shall not be a waiver of any other default concerning the same
or any other provision of the Agreement.
-2-
A
7. Successors and Assigns. This Agreement shall be binding and inure to the
benefit of the parties hereto and their respective legal representatives, successors, and assigns.
Owner agrees to incorporate this agreement by reference in any subsequent deeds to the
property, but any failure to do so does not invalidate this provision.
8. Capaci . Each party represents that the person(s) executing this Agreement on
behalf of such party has the authority to execute this Agreement and by such signature(s) thereby
bind such party.
IN WITNESS WHEREOF, the parties hereto have executed this Agreement on this G
day of ZYu U- I I ) 20 0 � .
OWNER(S)-
By:
STATE OF WASHINGTON
COUNTY OF SNOHOMISH
By:
This day, personally appeared before me,
to me knQwn to be the person(s) who executed the within and foregoing document and that
(helshe "he signed the same as (hislher#�!7i�)-
free and voluntary act
and deed for the uses and purposes therein mentioned.
It'll I III Ifflit'll
%- O'c
A.* .......
00- 0
Notary Public
T A f�
P 0 Typed or Pdhted Name
UBL%
H Iro, My Commission expires: Z53zl�q
..........
CITY OF EDMONDS
1� -
By: _1 fL'4--
ENGINEERING DIVISION
G:�SHAMTEMP\BUILDrNGUkNDOUT%EncmachAgm.&c -3-
PERMIT #: QOO /— 600F
DATE APPLICATION RECEIVED: 7—& —0 /
ADDRESS OF PUBLIC USE: (J
PROPERTY OVY'NER:
ONCE YOUR REVIEWIS COMPLETE, PLEASE ROUTE TO THE NEXT
DIVISIONMEPARTMENT ON THE LIST.
* * * PLEASE ROUTE IN THE ORDER SHOWN * * *
PLANNING DIVISION Date Stamp Received:
PUBLIC WORKS
ENGINEERING DIVISION
Date Stamp Received:
7
Date Stamp Received:
021sc
R� rz
JUL 16 2001
lE-Nkl,,4EERING DIVISION
DS ADMINISTRATION Date Stamp Received:
APPROVAL SIGNA TURES AND REMARKS OR COMMENTS ARE TO BE MADE
- UNDER THE, "DEPARTMENTAPPROVALS"SECTION ON THE PERMIT.
RAengrWormAEncroachment pennit routing
q
0'V E D Af 0
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A-�4000000000'000
4
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. I g913 ENCROACHMENT PERMIT APPLICATION
PROPERTY OWNER NAME: Phone (o -7 —IV C,
PROPERTY OWNER MAILING ADDRESS: /e&:?-3 '52
-, t,.av_ Aft
BUSINESS NAME for Conunerical applications: 1-4- Q
ADDRESS OF PUBLIC USE:
Describe the portion of public space, City right-of-way or easement area to be utilized (i.e., overhead space of
sidewalk, 10 foot City utility easement along north property line, etc): 1%
Describe the type of encroachment or use desired (i.e., fence 6 feet by 150 feet, awning 3 feet wide by 7 feet
long, etc.): P14 T� nyt�:--
Specify the length of time for use (i.e. awning for life of building, espresso cart for summer months, etc.),
NOTE: The issuance4of this permit is understood by the applicant to be of a temporary nature and that no vested right is granted
INDEMNITY: The applicant understands and by hislher signature to this application, agrees to hold the City of Edmonds
harmless from any injuries, d6mages 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 or
any legal proceedings including defense costs, court costs, and attorney fees by reason of granting this permit. In addition, the
application understands that the City shall be provided a Certificate of Insurance to indemnity and hold harmless the City of
Edmondsfrom all claims andlor property damage, and naming the City ofEdmonds as an additional insured
CODE APPLICATION: By signing the application below the applicant warrants that s1he has read or had the opportunity to read
Chapter 18.70 of the Edmonds Community Development Code and s/he understands that all terms of the adopted ordinance are
incorporated herein as ifsetforth in full and this application and permits therefore are subject to the terms of that Chapter.
NATURE
PROPERTY OWNER/BUSINESS OWNER
DATE q ( U
Encroachho.docjlgl 0/00
CPdTERIIA OF PERMIT'APPROVAL
The applicant shall follow the noted conditions on the building permit. For applications that do not require a
building permit the following criteria shall be maintained at all times.
> Provide safe pedestrian travel for sidewalk encroachments. Maintain a clear zone of 44 inches minimum.
See definition of clear zone below.
> Exterior light fixtures, banners and flags must be a minimum of 7 feet above City right-of-way.
> Maintain clear landings on the exterior side of all required exit doors of 44 inches or no less than width of
door, measured toward the street.
> No projections into City alleys are permitted unless the projection exceeds 15 feet above pavement
surface.
> Do not block illumination from City light fixtures or hang objects from City light standards.
> Architectural projections from buildings must be approved by the Design Board and conform to Uniform
Building Code requirements. A building permit shall be required for such projections.
> Maintain 3 feet of clearance around fire hydrants, standpipes, manholes, water meters, blowoffs,
cleanouts and valves.
> Bistro dining tables and chairs must be placed in accordance with City Ordinance No. 3293.
> Merchandise racks, espresso carts, flower planters, benches must not be located within the "clear zone".
> Ramps require a separate building permit and must conform to UBC standards.
Clear Zone Deflnition: Clear Zone refers to an area 7 feet in height and 44 inches in width providing
level, safe walking surface aloniz the public sidewalk (i.e. measuring 44 inches from edge of street tree grates
or newsyger stands toward place of business and from the ground up to a height of 7 feet).
------------------ DEPARTMENT APPROVALS --- FOR CITY USE ONLY -------------------
Planning Division Approved By
Remarks or Comments:
7 Date 7//0
Public Works Approved By Date I
Remarks or Comments:
Engineering Division Approved
Remarks or Comments:
Certificate of Insurance Verified By Date
Easement Agreement sent to City Clerk for recording Date
ENCROACHMENT PERMIT# ISSUANCE DATE
-16-
RELEASED BY RECEIPT # 1'2,�rf 7
BUILDING PERMIT # AJO::�& RECORDING #
Encroachho.docjlg 10/00
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ACORD CERTIFICATE OF
LIABILITY INSURANCE
DATE (MM/DDIYY)
03/01/01
PRODUCER
Allison Agencies, Inc.
4201 Aurora Ave N
Seattle WA 98103-7307
Phone: (206) 634-0600
I HIb k;LK ULU Ab A MAI ILK UI- INFUKMA I IUN
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
GUMPANILb AFFUKUINU C0VEF&k=
1111PANY American Employers'Ins Co./CGU
A
INSURED:
S.A.F. Inc.
Ronald Knowles
18633 - 17th Ave. N.W.
Seattle WA 98177
COMPANY
B
COMPANY
C
COMPANY
D
COVERAGES
THIS IS TO CERIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
L CO
TR
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
DATE (MM/DD/YY)
POLICY EXPIRATION
DATE (MM/DD/YY)
LIMITS
A
GENERAL
-X-
LIABILITY
COMMERCIAL GENERAL LIABILITY
—1 CLAIMS MADEJ-�] OCCUR
OWNER'S & CONTRACTORS PROT
AOR808453
011901
011902
GENERAL AGGREGATE
S 2,000,000
PRODUCTS - COMP/OP AGG
$ 2,000,000
PERSONAL & ADV INJURY
$ 1,000,000
EACH OCCURENCE
$ 1,000,000
FIRE DAMAGE (Any one fire)
$ 100,000
MED EXP (Any one person)
$ 5,000
AUTOMOBILE
LIABILITY
ANY AUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
HIRED AUTOS
NOWOWNED AUTOS
COMBINED SINGLE LIMIT
$
BODILY INJURY
(Per person)
$
BODILY INJURY
(Per accident)
$
PROPERTY DAMAGE
$
GARAGE LIABILITY
ANY AUTO
1
AUTO ONLY - EA ACCIDENT
OTHER THAN AUTO ONLY:
EACH ACCIDENT
$
AGGREGATE
$
EXCESS LIABILITY
UMBRELLA FORM
OTHER THAN UMBRELLA FORM
EACH OCCURRENCE
$
AGGREGATE
$
WORKERS COMPENSATION AND
EMPLOYERS' LIABILITY
THE PROPRIETOR/ INCL
PARTNERSIEXECUTIVE
OFFICERS ARE: EXCL
T'O"R Y L 'A HiS ER'
$
EL EACH ACCIDENT
$
EL DISEASE - POLICY LIMIT
$
EL DISEASE - EA EMPLOYEE
$
OTHER
DESCRIPTION OF OPERATIONSILOCATONSNEHICLES/SPECIAL ITEMS
IT IS UNDERSTOOD AND AGREED THAT THE CITY OF EDMONDS IS NAMED AS AN ADDITIONAL INSURED
CERTIFICATE HOLDER
CANCELLATION
CITY OF EDMONDS
BUILDING DIVISION
121 5TH AVE N
SEATTLE WA 98020
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL
45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY
OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE
Bill Kusulos, AAI
A�,UKIIJ ZO-0 J-111WO) e--- 0 m%,urw %,ur%r-%jr%jA i mim, i voo
PerimitNo:/�0-4/96'
City of Edmonds
RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date://
A. Address or Vicinity of Construction:
B. Typ e o f Wo rk (b e sp, ec i fi c): 'ell", u n tj 7� r- S. P=4b��
C. Contractor: Contact: ?10 P'A
Mailing Add�ss:'�� A -tr-t kF- 9-0/ '77 Phone: c'4,q3 Q-_, 7 (-,7---
State License #: �S-'A Liability Insurance: Bond:
D. Building Permit # (if applicable): Side Sewer Permit # (if applicable):-
E. Commercial Subdivision F] City Project [-] EUC (PUD, GTE, PSE, CHAMBERS, OVWD)
Multi -Family Single Family Other
0
fNSPECT R-
F. PAVEMENT: MYES E] NO G. SIZE OF CUT x H. Charge: $
CONCRETE CUT: YES NO
APPLICANT TO READ AND SIGN
IDEMNITY. Applicant understands by hislher sijgn��ture to this application helshe holds the City ofEdmonds harmlessfrom injuries,
damages or claAs of any kind or description whatsoever, foreseen or unforeseen, that may be made again# the City of Edmonds or
any of its departments or employees, including Hut not limited to the defense 9f any legal proceedings including defense costs and
attorneyfee� by reason ofgranil hg this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND. MATERIALS. FOR A PERIOD Of'&E YEAR FOLLOWING THE FINAL
INSPECTION AND A CCEPTANCE OF THE WORK ESTIMA TED RESTORA TION FEES WILL BE HELD UNTIL THE FINAL STREET PA TCH IS
COMPLETED B Y CITY FORCES; A T WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE Td THE APiLICANT.
* Traffic control and public safety shall be in accordance with City regul . ations as required b3Nbe City Engineer. Every
flagger must be trained as required by (WAC) 296-155-305 and must. have certification verifying completion of the
7%
required training in their possession.
* Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City�
approved material prior to the end of the workday - NO EXCEPTIONS.
Three sets of construction drawings of proposed work are required with the pprmit application.
I
IHAVEREAD THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THATIMUSTMAKE THE PINKCOPY OF THE PERMIT AVAILABLE ON SITE AT ALL TIMES FOR INSPECTIONS
Sign
(Contractor or Agent)
CALL'DIAL-Ai-DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
FOR CITY U
Approved by':A%ke�_
Time Authorized; Void Afteril�xp 27 tr
Special Conditions:^L kkAtK, 32 PO, ywfac
i r -9 14 w I # r " ow wi wi-s /42-c- -rwA4 A eD 4ovA,
W.Sn�;rl_
E ONLY
Right-of-way Fee: .2�
Disruption Fee/Fund lil:
Restoration Fee:
Total Fee: _75
_77,
Receipt No: ,, 7.
Issued by: ""141 A1dh'6'4d&
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE.
FINAL APPROVAL OF PERMITTED WORK. -
INSPECTOR'S SIGNATURE DATE:.... Kh_ild
For inspection requirements see Engineering Information Handout.
. �1;
MEMORANDUM
g/tv Felvll -4� vea v�v
Date: January 9, 2001
To: Ken Anderson Construction
From: Maryanne Zukowski Traffic Engineer
Subject: Right of Way Permit traffic control conditions of approval
Traffic Control in the Cily Right-of-W
All signs, barricades and related equipment and their use must be in accordance with Part
IV, "Traffic Controls for Highway Construction and Maintenance Operations," of the
Manual on Uniform Traffic Control Devices, as prepared by the National Joint
Committee on Uniform Traffic Control Devices and per the City of Edmonds
Developmental Standards. Reasonable accommodations shall be made for distance
requirements in signage for geometrical conflicts.
Coordination with the City Inspector prior to all work. Two lanes of traffic are
required to be operational at all times. Particular attention should be made to the
following items:
There shall be at all times reasonable pedestrian and vehicular access to and
egress * from the properties adjacent to the project, so far as possible. Contact the
affected homeowners/business owners directly to prevent conflicts. The
Public Safety Department (police and fire), 771-0200 and 771-0215,:
Edmonds Public Works Department 771-0235, and the Edmonds School
District Transportation Department, King County Transportation
Department, City of Shoreline, WSDOT traffic office, and Community
Transit 348.7191 shall be notified 24 hours prior to construction. Proper
provisions shall be made for public convenience, safety and travel.
Any asphalt concrete pavements, crushed surfacing, gravel base or water
required for maintaining traffic during the life of the project shall be placed by
the contractor immediately upon request by the engineer and/or inspector.
All unattended excavations shall be properly barricaded so as to prevent
accidents. All signage at the end of each day shall be covered.
Construction along or across the City right-of-way shall be as per the contract
documents, City of Edmonds Standards, or as directed by the engineer and/or
inspector.
City of Edmonds
I/,
All traffic control is to be inspected by the City prior to construction activities. See
Redline notes. Advanced notification of construction signage is required. Delays in
excess of 5 minutes total through the intersection of SR-104 and 76h Ave will
require modification of traffic control plan. Construction signage is required across
the intersection (South side of the intersection on Meridian). (2) Flagger minimum
is required to adjust for traffic How delays.
2 / Z
KUM KtN HNUtK=r4 '-UIN� I m
racisimile Tranandttal
rm^ riu. - -4a-;, �-)a ;?-j-Lw
ArNA"EjL%WC0N5=V IC27ON
425 743-4343 telephone
P. 0. Box 12300
AW] C"ekk, WA OOOIZ-0309
F-A)c 7?1—
Date:
Attention'
Company:
,) CLI 1. LJW C-rJU.L W.L -C-WI I I I �
JAN 8 - 2001
ENGINEERING DIVISION
rrom:
�j C) C—
Number of Pag0s (tucluding this cOvev)*-
conulment(s):
:r L,) OL Ppy
e "t
Q Pe C., 1 61
Rex a cl Jo,.(4 cc et
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Reply requested: C3 YeAr L] No
Sent By: NATIONAL BARRICADE;
206-525-2042 NBC/NAB;Jan-8-01
12:08;
Page I
RECEIVED
JAN 8 - 2001
ENGINEERING DIVISION
6516 Ravenna Ave. N.E. * Seattle, Washington 98115-7096
(206) 523-4045 Washington State Boo-884-4045 * FAX (206) 525-2042
Attention: kf4m -4rvD'7e%C-)A)
company:
Phone Number:
Fax Number: -7 43
From: 7-a-Vtf
Total pages TransmkW Including this cover letter:
N toga# gransmitbi is not recsived, please contact
Comments., Q: &J-r*
2_f.) S r �r)%
Regarding: -- -76
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Signed br ..
M qlle contains privileptl and confidenti8i InfOmmt[On IntOnded only for thS Uso 01 tM address" named above.
_qtko. This facele notNW OW you may not dis"minate, copy or talw any
ou are not tho Ir""ded recipient of thig facsimile you are hareby address and *0
If y wed ibis facsimile In error Plea" notify National 081"GOdO at th@ mbov*
action in FORDWA on it 11 YOU have fecei
will wange to C0110d It f"xn yOu-
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ALL SIGNS AND DEVICES TO FOLLOW Ao
ONDS � A
.THE M.U.1C.D. AND CITY OF EDM
.- - - - - - .ft ::-- :
!tIEVEViTA
03/21/2002 11:24 V*AA 4ZObOb44IZ
AI'I DID Malull Z114kXIINZZA
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nnO%AniM A LIM
AT&T unwAsobAll1w
2081184' Ave. South,
Suite 101
Ke4 Wa 98032
(253) 437-6920
Fax: (425) 6564412
facsimfle trammittal
TO: E Fax: 425- 11 02-Li
Frorn: o o� I F-LE4,G <4,5-,1+,5Date: 2- 1 -0-L
Re: LA .5 Lj a rl \VES7r Pages:
CC:
0 Urgent 0 For Review 15,11, ease Comment ��e Reply 0 Please Recycle
message:
EIV
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P Ll��E e to 4(7
MAR 2 12002
E"GINEERING DIVIS101V
a
03/21/2002 11:25 FAX 425b5U4412 AXI' bib VbblkiN hNkx114rrx
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3 2 0 Z-
City of Edmonds P rmit No: � AV -
RIGHT -OF -WAY CONSTRUCTION PERMIT Issue Date:
Address or VicinitY of
Type of Work (be
L C_ C _- Coutact=�a
C. Contractor. I r—
^ I QFV IM-3 r Cx-U Orv-1-J.- Phone: 296-596-72-R&
Mailing Address: L_ 2H__:n4 90-91 '_3 —
L-MTr tAiA -1 M3 Z
* MaT r
StateLicense#: WN=511- Liability Insurance:— Bond:$
D. Building Permit# (if applicable): UA Side Sewer Permit # (if applicable):
E. C] commercial E] Subdivision City Project EUC (PUTD, GTE, PSE, CHAMBERS, OVWD)
[3 multi -Family C] Single Family C] Other
INSPECTOR--
F. PAVEMXNT., ')21! 1 ES C] No G. SIZE OF CU . T X H. Charge: S
, 'W
CONCRETE CUT: C] YES >KNO
0 "K04 UVJ IN
LVEMAITY. Applicant understands by his/her signature to this application helshe holds the City of Edmonds harmlessfrom injuries,
damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the aty ofEdmonds or
any of its departments or emploYees, including but not limited to the defense of any legal proceedings including defense costs and
attorneyfees by reason ofgranting this permit.
E yEAR FOLLOwiNG rmE MNAL
TH D mAr
E CONTRA CTOA IS RESpONSLBLE FOR W0RjUL4NW1p AN ERULS FOR A pERIOD OF ON
17VSpECT[ON AND ACCEPTANCE OF THE WOAX ESTIMATED RESTO)ZATION pEES WILL BE HuLD uNTU TRE FVVAL STREET PATCH IS
C0MpLE7ZVByCtTyF0ACES, ATWHICff TIMEA DEBITOA CREDITWJLL BEpAOCESSED FORISSUANCE TO THEAPPL[CANT.
Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every
flagger must be trained as required by (WAQ 296-155-305 and must have certification verifying completion of the
required training in their possession.
Restoration Is to be in accordance with City codes. All street -cut trench work shall he patched. with asphalt or City -
approved material prior to the end ' of the workday — NO EXCEPTIONS.
Three sets, of construction drawings of proposed work are required with the permit application.
ArD A KIV LE
I HA VE READ THE ABO VE STA TEMENTS AND EWDERSTAAU) THE PERMIT REQ U'REMENTS A C OW DGE
THATIMUSTMAKE THE pl7VK COPY OF TREPERMITAYA[LABLE ONSITE ATALL TIMES FOR INSPECTIONS
�3 - /- 0.7-
(Contractor or Agent)
CALL DUL-A-DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
Authckrized: Yoid After
Special Conditions:
FOR
USE ONLY
Rigbt-of-way Fee:
Disruption Fee/Fund I 11:
Restoration Fee:
Total Fee:
Recpint Nn-
0,
V1,
'4C. 1%9,J
City of Edmonds
Development Servioes Department
Building -Engineering -Planning
121 e Avenue North -Od Floor
Edmonds, WA 98020
Phone: 425.771.0220 Fax: 425.771.0221
COVER PAGE
TO:
MIL�11
tv-�-L
Date Transmitted: At?,1OJReqlp1ent's; Fax No:As5-'b0-44(,z--TNo. of Pages:
t1WLIGIng Cover page.)
If there are any problems during transmission or documents are received Incomplete, please
call 425. 771.0220 and ask for:
7 -0 0 K-0
S
L:Temprjana11bffns1DSFAX
Permit No: 2 002.:_0060
City of Edmonds
RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date:
A. Address or Vicinity of Construction: L'l Q.-I U - I to I 1 1. !:N V V\/ 1 7 X V- I L.4 I - I .. -3 -1 1
-B. Type of Work (be specific): R 0 P, o _F:�,Qr (-k �j bLV- 'j V_Ilf� Awt4
UJ CnA 2 5 r
L.6< V
A W
C. Contractor: I F_ �t'C 576'M-S,, _'aC, ntact.
U
mailingArldress: 0 70(l 7 7 RA
S Liabili C:_-X,,d: $
1). Building Permit # (if applicable): S Sew ermit # (if applicable):-
E. F-1 Commercial Subdivi�ion City nj." C] ELX(PUD' SE, CHAMBERS, OVWD)
/[:I. Single "y Q. 771-
0 Multi -Family
.
r7y � _'K L
F. PAVEMENT' >ffVES ONO SIZE
CONCRETE CUT:*" 0 YES -KNO \ /�-
X IL Charge: $
nds
LDEMNIff: Applicant understa by hislher s * ture to this app an helshe holds the City of Edmo h..1essfrom injuries,
-damages or claims of an� Rind or es - tion atso r, foreseen or unforeseen, that may be made against the City of Edmonds or
any of its departments or employees,.ind - but n limited to.t.he. defense:9f any legal proceedings including defense costs and
atiorneyfees by reason of granting this pe
THE CONTRACTOR IS RESPONSIBLE F ND HATERULS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPEC77ON AND ACCEPTANCE OF RESTORA 770N FEES PILL BE HELD UNTIL THE FINAL S72tEET PA 7Cff IS
COMPLETED BYCn7FORC= AT TIME A DEBIT WILL BE PROCESSED FOR ISSUAN.C6 70 THE APPLICANT
# Traffic control and public fety shall be In accorda with City regulations as required by the City Engineer. Every
Ilagger-'must be trained s required by (-WVAC) 296&- 05 and must have certification verifying completion of the
required training In the possession.
Restoration is to be accordance with City codes. All street -cut trench work shall be patched with asphalt or City -
approved material ior to the end of the workday - NO EXCEPTIONS.
Three sets of con uction drawings of proposed work are required with the permit application.
I HA VE THE ABOVE STATEMENTS AND UNDERSTAND THE PERMITREQUIREMENTSAND ACKNOWLEDGE
THA T I M THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
--Date: .3 0.7-
(Contractor or Agent)
CALL 1)UL-A-VIG (1-800424-5555) PRIOR TO BFGEVMNG WORK
UPON COMPLETION OF PERMITTED WOW AN ENGINEERING FINAL
INSPECTION Is REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMEN7DE.
FINAL APPROVAL OF PERMI7TED WORK.
INSPECTOR'S SIGNA gVr'fiATE:
For inspection requirements see Engineeriqglafdr�mation ftlan4out
-1
NO WORK SHALL BEIGIN I'MOIZT0 PERMITISSUANCE
N 1h
Not to
Scale
Tele-Vue Systems, Inc. a.k.a. AT&T Broadband
20811 84th Ave South
Suite 101
Kent, WA 98032
206-396-7288- Joeane Sholund
Job Tracking: N.01. 1 .347
JS/MikeH
Work Project for 24340 76th Ave W - City of Edmonds
1 . Road Bore for approx. 65 feet under 76th'Ave W and hand dig for approx. 25 feet
behind sidewalk to replace conduit.
2. Install 1-2" conduit at 36" in depth.
3. Backfill: Native material, if allowed by jurisdiction and compacts to 95%. If not,
Im port materials compacted to 95%.
4. All disturbed areas will be restored to existing or better conditions.
5. Clean and sweep job site during and after completion of project.
MI Proposed
0 ATT route
route
PVC 50'asphE
. LB
25' hand dig
24340 76th Ave. W.
\9
�-7
-C
gnal Cc
Storm
--Drain
11
from
curbs
(D
C/5
Yto pole
1 0 30'R
Pole base 6'-7'
lower than road
Sidewalks
Water 4'
from curb
0
Erosion Control Rules
arb and. gutters in proj ect area,
III be phiced In. catchbasins downstrem-ri OfW011c S I.c:,
I 1�c I-- b, I s
cjjccj.((-I,-m-1.s of pea gravel filled.sandbags w p ice Will]
L*I[),S11.-U1]J1- ofthe catchbasin.
Erosion Control Rules.--.--.
in-clge ditch.
(J";C 4.1. M.Obite fid[�ah.ofl
tfi�(" t op, of.
1:,I-. o a I op c -fo 11.1 P',
,-)cc[l.o a o
Gcolexille
11c,i Gravcl 1111cd sandbags
xvcdgcd logdlicr alonA cillirc
rcllcc 1111C.
A or
0 Wood �;Iccl I cr
F-1.1111 voluill
I
Erosion Controt Rules #3
ff7
((,111ch.ts dry.M.
1p.-f-oJect area:
t: 'I sr *11
ic.c seve-ra. r1a
chcck cl,:].I-].-].S) Of J.J.ca
filtcd sa.i*ags,
davv.1.1 fronf.l.-Ij ' c pr oJect
1. 1 --Z-. IL 1. L:—J- I L_"
riltervd Ron -off
Pu filicd
sc(III)ICIII Run IIIT
oil Control RLtes
F--Ijro s I
ross
lowtng
lo� j - -1 plPE
, �
kwc c
UP")
p [o cu C, L
1, v p p pa,-J 1'rench.
Set-up for Shoulder Work with Minor Encroachments
NNN
500-ft
(optional)
Truck Mounted
Artenuator
(optional)
I 100-ft I
300-ft
(lemido)
06
Set-up for Lane Closures with Flaggers
00
FLAGGER STATION
Cone Taper= 100-ft max. Bull
)ace Cone Taper = 100-ft max.
FLAGGER STATION
0'V ED Af 0
St. I S9,J ENCROACHMENT PERMIT APPLICATION
PROPERTY OWNER NAME: Phone
PROPERTY OWNER MAILING ADDRESS: teG--:?'3 I
BUSINESS NAME for Comrnerical applications:_
ADDRESS OF PUBLIC USE:
Describe the portion of public space, City right-of-way or easement area to be utilized (i.e., overhead space of
sidewalk, 10 foot, City utility easement along north property line, etc):
L �
)< 4 4- C `Z� C-.T-A Q 1-;� t KA -T- CJ
4, 2� -') ( r-) - I - W
LEV A�ftk—) Q -1 -2 11Z'1--) L14 ZK1 P M :[� Q 1,A
Describe the type of encroachment or use desired (i.e., fence 6 feet by 150 feet, awning 3 feet wide by 7 feet
long, etc.): zs'�' P!� ��
Specify the length of time for use (i.e. awning for life of building, espresso cart for summer months, etc.),
t" I-> L, C= n 7k C' I' i -)IJ k
NOTE: The issuance' of this permit is understood by the applicant to be of a temporary nature and that no vested right is granted
INDEMNITY.- The applicant understands and by hislher signature to this application, agrees to hold the City of Edmonds
harmlessfrom 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 or
any legal proceedings including defense costs, court costs, and attorney fees by reason of granting this permit. In addition, the
application understands that the City shall be provided a Certificate of Insurance to indemnity and hold harmless the City of
Edmondsfrom all claims andlor property damage, and naming the City of Edmonds as an additional insured
CODE APPLICATION., By signing the application below the applicant warrants that s/he has read or had the opportunity to read
Chapter 18.70 of the Edmonds Community Development Code and s/he understands that all terms of the adopted ordinance are
incorporated herein as ifsetforth in full and this application and permits therefore are subject to the terms of that Chapter.
C,
DATE
PROPERTY OWNER/BUSINESS OWNER
Encroachho.docjlg 10/00
09V
CRITERIA OF PERMIT APPROVAL
The applicant shall follow the noted conditions on the building permit. For applications that do not require a
building permit the following criteria shall be maintained at all times.
> Provide safe pedestrian travel for sidewalk encroachments. Maintain a clear zone of 44 inches minimum.
See definition of clear zone below.
> Exterior light fixtures, banners and flags must be a minimum of 7 feet above City right-of-way.
> Maintain clear landings on the exterior side of all required exit doors of 44 inches or no less than width of
door, measured toward the street.
> No projections into City alleys are permitted unless the projection exceeds 15 feet above pavement
surface.
> Do not block illumination from City light fixtures or hang objects from City light standards.
> Architectural projections from buildings must be approved by the Design Board and conform to Uniform
Building Code requirements. A building permit shall be required for such projections.
> Maintain 3 feet of clearance around fire hydrants, standpipes, manholes, water meters, blowoffs,
cleanouts and valves.
> Bistro dining tables and chairs must be placed in accordance with City Ordinance No. 3293.
> Merchandise racks, espresso carts, flower planters, benches must not be located within the "clear zone".
> Ramps require a separate building permit and must conform to UBC standards.
Clear Zone Definition: Clear Zone refers to an area 7 feet in height and 44 inches in width providing
level, safe walking surface along the public sidewalk (i.e. measuring 44 inches from edge of street tree grates
or newspqper stands toward place of business and from the ground up to a height of 7 feet).
----------- DEPARTMENT APPROVALS --- FOR CITY USE ONLY -------------------
Planning Division Approved By
Remarks or Comments:
.-I
J Date 7//0
Public Works Approved By—L���,Y� Date J
Remarks or Comments:
Engineering Division Approved
Remarks or Comments:
Certificate of Insurance Verified By Date
Easement Agreement sent to City Clerk for recording Date
ENCROACHMENT PERMIT# ISSUANCE DATE
RELEASED BY RECEIPT
BUILDING PERMIT # RECORDING #
-16-01
Encroachho.docj Ig 10/00
lutowly
ANT9MME
200
ONCE YOUR REVIIEWIS COMPLETE., PLEASE ROUTE TO THE NEXT
DIWSIONIDEPARTMENT ON 771E LIST.
* * * PLEASE ROUTE IN THE ORDER SHOWN * * *
PLANNJNG DIVISION Date Stamp Received:
J
OT.
PUBLIC WORKS Date Stamp Received:
-77,0ze'r O'ke-
ENGMFFJNG DIVISION Date Stamp Received:
J !J L 16 200,
[7-1�1,,�64LERJNG DIVISION
Date Stamp Received:
DS ADNfINISTRATION
- - - - - - - - --- - - - -
i !�� 1 i , #
RAe-ngr\fo=s\F,,nor,Docbment permit routins
When recorded mail to:
.1
City Clerk
City of Edmonds
121 Fifth Avenue North
Edmonds, WA 98020
CONFORMED COPY
200107230982
07/2312001 03:18 PM Snohomish
P.0003 RECORDED County
SPACE ABOVE THIS LINE FOR RECORDER'S USE
Assessor's Parcel No. "k0\\\-00Q-QJ0-,06p
Project No.& Name: -2E!?
-1��
ENCROACHMENT AGREEMENT
This ENCROACHMENT AGREEMENT "Agreement") is entered into between the
CITY OF EDMONDS ("City") and ', I
RID - - �� kk-EE' 1.2.0,kQ LD (-(F-r
("Owner[s]"), in accordance with Chapter 18.70 of the Edmonds Community Development
Code.
1. The Property. Owner is the owner of that certain real property located at
>Aa4c> Dke5` f,�\ec- 1.4)4,-13-7- . within the City of Edmonds, Washington,
Assessor's Parcel Numbert/911 --oQ0 --oi o --0boc;?, and more particularly described in Exhibit
"A" attached hereto and incorporated herein by reference. Business owner, f2 Q &J, 4
\ � "-Lo J L e�� is the business owner of that certain real
property noted above.
2. The Easement. The City currently owns an existing easement over, under, and
across Owner's property for. street, alley, sidewalk, other ( N-k Ph,
which is described in Exhibit "B" attached hereto and incorporated by reference.
3. The Encroachment. The City hereby covenants and'agrees and grants its
permission to Owner or Business Owner toallow
to remain in a portion of the City right-of-way/easement. A plai map showing the location of the
encroachment is attached. as Exhibit "C" and incorporated by reference. This Agreement is
subject to the following terms and conditions:
a. The encroachment shall be installed and maintained in a safe and sanitary
condition at the sole cost, risk, and responsibility of the owner and its successors in interest.
b. The Owner shall agree at all times to indemnify and hold the City free and
harmless from any and all claims, demands, losses, damages or expenses resulting from the
- I -
construction, maintenance, us&, repair or removal of the structure installed hereunder, including
any'loss, damage or expense arising out of (1) loss or damages to, property and (2) injury to or
death of persons.
C. The Owner must remove or relocate any part of the encroachment within
ten (10) days or such other time as specified in the notice after receipt of it from the City
Engineer, or the City Engineer may cause such work to be done and the reasonable cost thereof
shall constitute a lien upon the property.
d. Whatever rights and obligations were acquired by the City with respect to
the easement shall remain and continue in full force and effect and shall in no way be affected by
city's grant of permission to construct and maintain the encroachment structure.
4. Entire A2reemen . This Agreement constitutes the entire agreement between the
parties with respect to the subject matter hereof and supersedes and replaces all other
agreements, oral or written, between the parties with respect to the subject matter.
5. Notices. Any notice which is required or may be given pursuant to this
Agreement shall be sent in writing by United States mail, first class, postage pre -paid, registered
or certified with return receipt requested, or by other comparable commercial means and
addressed as follows:
If to the Cit :
City Engineer
City of Edmonds
121 Fifth Avenue North
Edmonds, WA 98020
If to the Owner:
C E
C` 2f -77
which addresses may be changed from time to time by providing notice to the other party in the
manner described above.
6. Waiver. City's consent to or approval of any act or omission by Owner shall not
constitute a waiver of any other default by Owner and shall not be deemed a waiver or render
unnecessary City's consent for approval to any subsequent act by Owner. * Any waiver by City of
any default must be in writing and shall not be a waiver of any other default concerning the same
or any other provision of the Agreement.
-2-
7. Successors and Assi2ns. This Agreement shall be binding and inure to the
benetfit of the parties hereto and their respective legal representatives, successors, and assigns.
Owner agrees to incorporate this agreement by reference in any subsequent deeds to the
property, but any failure to do so does not invalidate this provision.
8. Capaci - Each party represents that the person(s) executing this Agreement on
behalf of such party has the authority to execute this Agreement and by such signature(s) thereby
bind such party.
IN WITNESS WHEREOF, the parties hereto have executed this Agreement on this
day of -au i ) 20 0 � .
OWNER(S):
By: A 0
STATE OF WASHINGTON
COUNTY OF SNOHOMISH
By:
This day, personally appeared before me, -.�-Onctic/ o-1,161
to me knqgn to be the person(s) who executed the within and foregoing document and that
- I
eir) free and voluntary act
(helshe "he signed the same as (hislher#�
and deed for the uses and purposes therein mentioned.
j O'C
d om
Notary Public
0 T A R
'I, PUB OG Z Z
Typed or Pr6ted Name
CH ir"
My Commission expires: Z)5/1�9
CITY OF EDMONDS
By:
ENGINEERING DIVISION
G:\SHARE\TENQ\.BUILDfNG\FLANDOLn'\EncroachAgrce.doe -3-
41) C. 194'
Address of
P.ERMIT NO: 9250-
City of Edmonds
PERMIT EXPIRE
SIDE SEWER PERMIT
0.4340 q.
44- ,)rl �- -
Property Tax Account Parcel No.
Attach copies of all access and utility easements Verified and Approved b
Owner and/or Contractor: Kav AAjDe_-RS6_,0 CO.A-04.
C ontractor License +
Building Permit
41//
Single Family Invasion into City�,rRight-of Way: I/Yes E])No
Multi -Family (No. of Units *RW Construction Permit # "-1410
E Commercial (No. of Units t Cross'other' "Private Property: El Yes F1 No
Public *��itach_iegal. description and copy of recorded easement.
Owner/Contract6r
Owner or contractor signature and acknowf6dgement'statement:, Date
X,
ify that I have read the.City's 'ubliehandd�tentitled`
By signing for this permit I cert p
ide Sewer Specifications, and shall comply with all'City requirements outlined'therein.
2 CALL DIAL -A -DIG (1-800-425,5555).11EFOREA VEXCAVATION 2
Iff FOR INSPECTION CALIL"'425-'�771`-.02 [0
2 'extgns 1��
24 HOUR NOTICE REOUIRED FOR ALL IN SPECTION-REOUESTS
NOTE: IF JOB SITE IS NOT READY FOR INSPECTION WHEN
INSPECTOR ARRIVES A $45 RE -INSPECTION FEE WILL BE CHARGED.
Job Site Ready YES 'N 0 Date: Initial:
Partial Inspection: Date: *&,�j Initial:
Partial Inspection: Date: Initial:
FINAL INSPECTION APPROVED: Date: t2411 Initial: As -built to Street File: E]
1,� PERMIT MUST BE POSTED ON JOB SITE I -
White Copy: File Green Copy: -Inspector Buff Copy: Applicant
L;temp;bldg,forms-,sspertnitjlg4/00
When recorded mail to:
City Clerk
City of Edmonds
121 Fifth Avenue North
Edmonds, WA 98020
200107230982
07/23/2001 03:18 PM Snohomish
Pi0003 RECORDED County
0
SPACE ABOVE THIS LINE FOR RECORDER'S USE
RECORDER'S NOTE: Assessor's Parcel No. '-k0\\k-0Q(D—C)10,-,06pA
PORTIONS OF THIS DOCUMENT Project No.& Name:
ARE POOR QUALITY FOR SCANNING.
ENCROACHMENT AGREEMENT
This ENCROACHMENT AGREEMENT �"Agreement") is entered into between the
I Z
CITY OF EDMONDS ("City") and t, UJ UFM
("Owner[s]"), in accordance with Chapter 18.70 of the Edmonds Community Development
Code.
1-,,sed,h,e.P.r.over-t—y. Owner- is the owner of that certain real property located at
within the City of Edmonds, Washington,
'Assessor's Parcel Number� �9i I -- a�oo��j�i—o and more particularly described in Exhibit
"A" attached hereto and incorporated herein by reference. Businessowner, IRCI&A d
is the business owner of that certain real
property noted above.
2. The Easement. The City currently owns an existing easement over, under, and
across Owner's property for street, alley, sidewalk, other N4 N
which is described in Exhibit "B" attached hereto and incorporated by reference.
3. The Encroachment. The City hereby covenants and agrees and grants its
permission to Owner or Business Owner to 'allow PA
to remain in a portion of the City right-of-way/easement. A plai map showing the location of the
encroachment is attached as Exhibit "C" and incorporated by reference. This Agreement is
subject to the f6llowing terms and conditions:
a. The encroachment shall be installed and maintained in a safe and sanitary
condition at the sole cost, risk, and responsibility of the owner and its successors in interest.
b. The Owner shall agree at all times to indemnify and hold the City free and
harmless from any and all claims, demands, losses, damages or expenses resulting from the
- 1 -
/ t
construction, maintenance, use, repair or removal of the structure installed hereunder, including
any,loss, damage or expense arising out of (1) loss or damages to property and (2) injury to or
death of persons.
C. The Owner must remove or relocate any part of the encroachment within,
ten (10) days or such other time as specified in the notice after receipt of it from the City
Engineer, or the City Engineer may cause such work to be done and the reasonable cost thereof
shall constitute a lien upon the property.
d. Whatever rights and obligations were acquired by the City with respect to
the easement shall remain and continue in full force and effect and shall in no way be affected by
city's grant of permission to construct and maintain the encroachment structure.
4. Entire Agreement. This Agreement constitutes the entire agreement between the
parties with respect to the subject matter hereof and supersedes and replaces all other
agreements, oral or written, between the parties with respect to the subject matter.
.5. Notices. Any notice which is required or may be given pursuant to this
Agreement shall be sent in writing by United States mail, first class, postage pre -paid, registered
or certified with return receipt requested, or by other comparable commercial means and
addressed as follows:
If to the Cit :
City Engineer
City of Edmonds
121 Fifth Avenue North
Edmonds, WA 98020
If to the Owner:
—S c E
Kt %1INJ
which addresses may be changed from time to time by providing notice to the other party in the
manner described above.
6. Waiver. City's consent to or approval of any act or omission by Owner shall not
constitute a waiver of any other default by Owner and shall not be deemed a waiver or render
unnecessary City's consent for approval to any subsequent act by Owner. Any waiver by City of
any default must be in writing and shall not be a waiver of any other default conceming the same
or any other provision of the Agreement.
-2-
-2 0 0% 107 2 3
7. Successors and Assigns. This Agreement shall be binding and inure to the
benefit of the parties hereto and their respective legal representatives, successors, and assigns.
Owner agrees to incorporate this agreement by reference in any subsequent deeds to the
property, but any failure to do so does not invalidate this provision.
8. Capaci . Each party represents that the person(s) executing this Agreement on
behalf of such party has the authority to execute this Agreement and by such signature(s) thereby
bind such party.
IN WITNESS WHEREOF, the parties hereto have executed this Agreement on this —Co
day of -au U- 20 0
OWNER(S):
By:
STATE OF WASHINGTON
COUNTY OF SNOHOMISH
By:
This day, personally appeared before me, 116tiald Ovid lep,
to me knQ-wn to be the person(s) who executed the within and foregoing document and that
(h els h e "he- signed the same as (hislherltk�Ti�.J— free and voluntary act
11�
and deed for the uses and purposes therein mentioned.
J%%111111111111" ..
o'C
Notary Public
4��-'�OOTAp
PUBOG Z! Typed or Pr(hted Name
;9CH Ar
Ll �q
My Commission expires:
CITY OF EDMONDS
By: f
ENGINEERING DIVISION
G:\SHAM\TBW\BUILDrNGUiANDOUnEnmachAgree.&c -3-
Permit No: 2 002 -
City of Edmonds
RIGHT-OF-WAY CON9TRUCTION PERMIT' issue Date: 5-.-4D-02_
A.
Address or Vicinity of Construction:—A-n-D-lU
- I to I I I !2�.V r- # VVI:i---zl 7
X-F* L-1 to to _J -1 1
B.
Type of Work (be specific): 0 A, o _1?5Qr S
(ok K) t>km_
UJ CTVA 2 -t-4\
?-JTL
T-0 k e jo LAc E 02o LA
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Mailing, Address: gogd I T04-rm A".44
Pho e. 0 _��46\7
Pho e:.
14,ENT, tAiA,"
tA
State License #: LA -r- IL
Liabili Insur ce-
Liabili Insur c
nd:
\on,
D.
Building Permit # (if applicable) dA7
Si e Sewe ermit (if applicable):
e Se e ermit
E.
F� Commercial Subdivi ion
El City P Je t E] E (PUD,
r X
PSE, CHAMBERS, OVWD)
F� Multi -Family" Single mily
op t Ahl
INSPECT
F. PAVEMENT: ',-��ES E] NO SIZE OF
CONCRETE CUT: 010,E] YES . ><NO \ - A.
X - H. Charge: $
1_"
IDEMNITY.- Applicant uVdersta by his/her si ture to this applic�lon helshe holds the City of Edmonds harmlessftom injuries,
damages or claims of an'y" , kind or es ' tion atso ver, foreseen or unforeseen, that may be made against the City of Edmonds or
any of its departments or employees, inc i bdi n limited to the defgnse�,qf any legal proceedings including defense costs and
attorneyfees by reason ofgranting this per
THE CONTRACTOR IS RESPONSIBLE AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF ES RESTORATION FEES. WILL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BY CITY FORCES, AT TIME A DEBIT CR IT WILL BE PR OCESSED FOR ISSUA NCE TO THE A PPLICA NT,
Traffic control and public fety shall be in accorda with City regulations as required by the City Engineer. Every,
,flagger must be trained s required by (WAC) 296- -305 and must, have certification verifying, completion of the
required train ' ing in the' possession.
Restoration i to be i accordance with City codes. All street -cut trench work shall be patched with asphalt or City-
s to I
approved mater.ia ior to the end of the workday - NO EXCEPTIONS.
Three sets of con uction drawings of proposed work are.required with the permit application.
I
IHAVER
THA T I
Signqture:
HE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
�4�E THE PINK COPY OF THE PERMIT A VAILABLE ON SITE AT ALL TIMES FOR INSPECTIONS.
�/10
(Contractor or Agent)
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
0 CITY USE ONLY
f'12
-of-way Fee:
A0proVed by Right
Time Authorized:'Voidll After--S—/ 9,0 102- Disruption Fee/Fund Ill:
,special Con I diti6fis: RMRO R01.1 Vek6mi 612_1)�_Restoration Fee:
OM i fni MNZ M& S Total Fee:
%F_ OFALL SMRMPMZ�(N(A lc;�
Atftj4_= ALL &,ATEK Receipt No -
AffRoVeD A�S I�M , R f 44 n% 16 1 M-VA M-'>'V 71 G t-�; Issued by: -A
i� C44 VQFM A f� 9U�*i U6A LL A i-(-;
*ft � 0-�_ A i .0!:� \1
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER -CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPME DE.
FINAL APPRO VAL OF PER" M*ITTED WORK.,_
INSPECTOR'S�SI�GNAT TE:
rm
For inspection requirements. see Engineerin rmation
NO WORK S"Al.1, BEGIN PRIOR TO PERMIT ISSUANCE
DATE RECEIV!.�.. I
z
PERMIT EXPIRES
5
CITY OF EDMONDS
USE PERMIT
ZONE
NUMBER
CONSTRUCTION PERMIT APPLICATION
I
JOB /�JL)EIAPT*o
UIT I
ADDRESS
97NAME/NAME OF BUSINESS
PLAT NAM E/SUBDIVI SION NO.
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IN
L�D NO.
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L D FEE $
M
MAILING ADDRESS
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
C/1
TESCP Approved
RW Permit Required
Street Use Permit Req-d 0
Required
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REMARKS
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THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC GRAD I ING/FILL
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
S TATE S�R&ARGE
PERMIT APPLICATION: 180 DAYS
1p; PERMIT LIMIT: 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS ENG. REVIEW FEES
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS ENG. INSPECTION FEE
;APPLICANT.
ILL!
_j � INTEREST, AGREES TO INDEMNIFY. DEFEND AND HOLD HARMLESS THE CITY OF LANDSCAPING 1W
2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND ob
cc ALL CLAIMS FOR DAMAGbS OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
t RECEIPT
xi FROM THE ISSUANCE OF THIS PERMIT ISSUANCE OF THIS PERMIT SHALL NOT BE PLAN CHECK DEPOSIT
5 DEEMED To MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
0 NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION."
x RECEIPt
TOTAL AMOUNT DUE
I . 7�
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION APPLICATION APPROVAL
GIVEN IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUO�. 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 a ' ne 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.
OFFICI S SIGN E DATE
--9M1q7(Ffl9jOWNE GENT) (425)
DATE E
�_�,IGN _� -�) I
771-0220
"RELEASED BY
ATTENTION EXTP33
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
771-0221
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI_ 4
I ORIGINAL - FILE YELLOW - INSPEC OR
CATE OF OCCUPANCY HAS BEEN,,GRANTED. UBC SECTION 109 FAX PINK - OWNER GOLD - ASSESSOR
5/98
DATE RECEIVED
PERMIT EXPIRES
CITY OF EDMONDS
USE PERM17
ZONE
NUMBER
CONSTRUCTION PERMIT APPLICATION
JOB SUITE/APT#
ADDRESS .1
4�_
-,)
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PLAT NAM E/SUBDI VISION N 1 0.
LOT NO.
L�D NO.
L D FEE $
0 �_ I � 4. /, V. , 0 ( ( el .�
MAILING ADDRESS
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
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�x
0
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Inspect:on Required 0
SIdewa k Required 0
CITY ZIP
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NAME
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-7',
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DOMAIN (C FIBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
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SEPARATE PERMISSION.
-C
S TATE SURCHARGE
UJI PERMIT APPLICATION: 180 DAYS
PROVIDED WORK S STARTED WITHIN 180 DAYS r
PERMIT LIMIT: 1 YEAR I I
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
1��, N8PE-GT4ON_EEE I o
'APPLICANT. ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
W e IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
LANDSCAPING
_j
2 EDMONDS, WASHINGTON. ITS OFFICIALS, EMPLOYEES. AND AGENTS FROM ANY AND INSPECTION FEE
M
, ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY RECEIPT
x FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE PLAN CHECK DEPOSIT
0 DE
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0 NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION."' RECE17 7 1,
TOTAL AMOUNT DUE 17
1 HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION APPLICATION APPROVAL
GIVEN IS COPIRECT:AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- This application is not a permit until signed by the
CALL
TION: AND IN DOING THE WORK AUTHORIZED THEREBY. NO PERSON WILL BE EMPLOYED Building Official or histher 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 I provided.
WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.
F,I�A DATE
0 F CIAL 4A
�
rVaITATURE OWNER OFf-AISENT) DATE IGNED (425)
/0/67
2ifJ
771 -0220 -
RELEASE Y D&E
AT I TENTION EXT 333
/A,
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL _j
771-0221
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI_ ORIGINAL -FILE - YELLOW-INSPdTOR
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 FAX PINK - OWNER - GOLD - ASSESSOR
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DEVELOPMENT OT".
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R. 4 E. W. M
T. -27 N T
SE 1 /41 SEC. 31)
EX FIRE HYDRANT
ESC Minimum Requirement - Stabilization of EX WATER VALVE'�,rllj
Exposed Area All soils exposed by land disturbing
act . ivities shall be stabilized by suitable application of
BMP's, including but not limited to, sod, hydroseeding,
or other vegetation, plastic covering, or mulching. All
BMP's shall be selected, designed, and maintained in
accordance with the Manual. The exposed soils shall
be stabilized according to an approved timetable.
(Typically, no soils shall remain exposed for more than
two (2) days from October 1 through April 30 and no
more than seven (7) days from May 1 through TBM---
NE CORNER OF
September 30). SIGNAL VAULT. Ld i
ELEVATION =305.35 �-1 1 11 CE3
< I IGE 304.50
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FILTER FABRIC MAILK L IN UVIV "IVU1JU0 UN L-
USE STAPLES OR K1RE RINGS TO ATTACH FABRIC
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WfRE MESH SUPPORT FENCE
FOR SLIT FILM FABRICS.
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FOR SLIT FILM FABRICS
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LEGAL DESCRIPTION
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1 jil
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THAT PORTION OF TRACT 10, LAKE MC ALEER FIVE ACRE TRACTS, ACCORDING
ca 0
jai' 11 a-
TO THE P LAT THEREOF RECORDED IN VOLUME 5 OF PLATS, PAGE 48,
-i
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RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
0
le� OC)
COMMENCING AT THE SOUTHEAST CORNER OF SAID TRACT 10;
1 11
LI -
Oil
THENCE NORTH 02-32',34" WEST 40.00 FEET;
0
00 CD
THENCE SOUTH 88*09'23" WEST 40.00 FEET TO THE INTERSECTI ON OF THE
-------
L WO
101,
NORTH MARGIN OF 244TH STREET SOUTHWEST, AS CONVEYED TO SNOHOMISH
COUNTY, WASHINGTON BY DEED RECORDED UNDER AUDITOR'S FILE NUMBER
<
1U)
583320 WITH THE WEST MARGIN OF 76TH AVENUE WEST, AS CONVEYED TO
THE CITY -OF EDMONDS BY DEED RECORDED UNDER AUDITOR'S FILE NUMBER
Ld
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1725097;
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THENCE SOUTH 88*09'23" WEST ALONG SAID NORTHERLY MARGIN 180.36
a- W
W 0
FEET TO THE WEST LINE OF THE EAST 90 FEET OF THE WEST 201 FEET OF
Q!� LL-
SAID TRACT 10;
-T TO THE
THENCE NORTH 02*33'56" WEST ALONG SAID WEST LINE 151.01 FEL
3:111,
SOUTH LIINE OF THE NORTH 65 FEET OF THE SOUTH 2E6 FEET OF' SAID
TRACT 10, AND THE TRUE POINT OF BEGINNING;
THENCE CONTINUING NORTH 02*33'56" WEST 65.01 FEET TO THE NORTH LINE
OF THE SOUTH 256 FEET OF SAID TRACT 10;
THENCE NORTH 88*09'23" EAST ALONG SAID NORTH LINE 90.01 FEET TO THE
EAST LINE OF SAID EAST 90 FEET OF THE WEST 201 FEET OF SAID TRACT
10;
THENCE NORTH 02*33'56 WEST ALONG SAID EAST LINE 10.00 FEET TO THE
NORTH LINE OF THE SOUTH 266 FEET OF SAID TRACT 10;
3" EAST ALONG SAID NORTH LINE 90.44 FEET TO
THENCE NORTH 88*09'2,
SAID WES1 MARGIN OF 76TH AVENUE WEST;
THENCE SOUTH 02*32'34" EAST ALONG SAID WEST MARGIN 80.01 FEET TO
THE NORTH LINE OF THE SOUTH 186 FEET OF SAID TRACT 10;
THENCE SOUTH 88*09'23" WEST ALONG SAID NORTH LINE 90.41 FEET TO THE
EAST LINE OF THE EAST 90 FEET OF THE WEST 201 FEET OF SAID TRACT
10;
THENCE NORTH 02*33'56" WEST ALONG SAID EAST LINE 5.00 FEET TO THE
SOUTH LINE OF THE NORTH 65 FEET OF THE SOUTH 256 FEET OF SAID
TRACT 10, FROM WHICH THE TRUE POINT OF BEGINNING BEARS SOUTH
88*09'23" WEST;
THENCE SOUTH 88*09'2,3" WEST 90.01 FEET TO THE TRUE POINT OF
BEGINNING.
CONTAINS APPROXIMATELY 13,085 SQUARE FEET OR APPROXIMATELY 0.3004
ACRE.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
CONSTRUCTION SEQUENCE
1.
ARRANGE FOR A PRE -CONSTRUCTION MEETING WITH CITY OF
EDMONDS SITE INSPECTION, CALL LYLE CHRISMAN 771-0220.
2.
CALL DIALDIG(UTILITIES UNDERGROUND LOCATION CENTER)
1-800-424-5555.
3.
ERECT FILTER FABRIC FENCE & INSTALL CONSTRUCTION ENTRANCE.
4.
ROUGH GRADE SITE PER GRADING PLAN.
5.
INSTALL SANITARY SEWER PER PLAN.
6.
INSTALL UTILITIES: WATER SERVICE, SIDE SEWER, STORM, GAS,
POWER, & PHONE.
7.
F!NAL GRADE AND PAVE.
8.
LANDSCAPE.
9.
REMOVE THE REMAINING TEMPORARY EROSION/SEDIMENTATION
CONTROL SYSTEM ONLY AFTER THE SITE HAS BEEN STABILIZED
AND CITY OF SHORELINE SITE DEVELOPMENT INSPECTOR HAS
APPROVED THE REMOVAL.
10.
CLEAN UP STORM DRAINAGE SYSTEM.
ft sw
. .;!Ll. ... znv,
rh P 225
sm
s 18
SE 1/4, SEC. 31 T. 27 N, R. 4 E, W.M.
MTN sf 0
T sy
It e 227
AREA OF SI TE 39� pt
14* mw a sw 2261"
EXCAVATION & FILL VOLUMES EX FIRE HYDRANT T 2 12
fli 11 1 1 11 2MT 9 e E ST sl,.n 28
EX WATER VALVE !: Z � v af
TOTAL AREA 13,085.6619 SQ FT I MTH "t
DRIVEWAY STATE SIGNAL SYSTEM am
77 tR
sr sr SITE
96.0 CU YDS CUT
CONTRACTOR SHALL TAKE EXTREME CARE NOT TO DAMAGE SIGNALIZATION WIRES
...rs
TURNAROUND TOTAL IMPERVIOUS AREA 11,213.12 SQ FT FOR THE 76th AVE/SR104 SIGNAL. CONTRACTOR SHALL CONTACT WSDOT, 234 ,IV .0 %"Ill-
-4431 OR DEAN HOLMAN (206) 440-4430, FOR III I r LIJ 7 35T" x je 10
RICHARD ANDERSON (206) 440 1 T
I - miv st su, Z36
69.9 CU YDS CUT LOCATION OF SIGNALIZATION WIRES PRIOR TO EXCAVATION IN THE RIGHT-OF-WAY. IF 2 1 _j 32
-1 " I M SW
ATION WIRES ARE DAMAGED CONTRACTOR SHALL CONTACT WSDOT IMMEDIATELY. Doll, LAKE Ts.v9
SIGNALIZ 2"
uj lzvm
-DRWY TO TURNAROUND K.
TRANSITION THE CONTRACTOR IS NOT TO DO REPAIR WORK TO THE SIGNALIZATION WIRES.
%
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S I I CID 444jit L __L rT _� 243Fa ST
IGNAL CONTROLLER IFGE 304 50 1 11 ru
62.7 CU YDS CUT 94.1 CU YDS FILL VAULT- 5.35' 1 IE 300.20 9"1
%%
ELEVATION=30
pi
TOTALS 286.9 CU YDS CUT 94.1 CU YDS FILL
6' CHAIN LINK F 14.33' 8" CMP @ 8.0 uj vv 1
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N R ST "ell 0
310 �Ij_
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&Z - - - - - - - - - - - - - -
- - - - - - T1 $I
-308 12L
1. -sl
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CB#3, TYPE 11, 48" WZSCLID- LID I It Cl-
LOCATION O� VALVE ROOM 10 0 10
OF Ld 20
WH V) tl� GE 310.36 ICB#4, TYPE ------ CD
ERE SEPAMTION V,
& FIRE\SUPPLY IE 304.45 J�_ 1-1/0
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0 7.50' 8" PVC Iw
�g I ;z 0
@ 2.00% L Y) oo
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19
1 :;3 w 0
7 ).6' a[ 2' THAT PORTION OF TRACT 10, LAKE MC ALEER FIVE ACRE TRACTS, ACCORDING
0 THE PLAT THEREOF RECORDED IN VOLUME 5 OF PLATS, PAGE 48,
41 U) T
RECORDS OF SNOHOMISH COUNTY, WASHINGTON,, DESCRIBED AS FOLLOWS:
ini
322---' ;q 110
0.7' 0 - - - - TL__ -32-? It I %
1CR E 11, 4 lit B9 op U)
),- I WT_
0 lb --4 COMMENCING AT THE SOUTHEAST CORNER OF SAID TRACT 10;
OT9Y P5 v
0 Q) ty ry U-1 Glf r?v
k5l --- Q) t., 125% 805% p_\11 F 'it 0 THENCE NORTH 02*32',34" WEST 40.00 FEET;
Q� _-� -_ 1=�W_ - .30 LLJ I
L4 cn 0 (5)
Can) 3" WIDE CONCRETE WALL A 0 C.O. I E 303
(b III THENCE SOUTH 88*09'23" WEST 40.00 FEET TO THE INTERSECT ON OF THE
0 -RVC SEWER @ 2.0%
LA - a -OL �6 - -0
3 A\ 11�1 Yz�_io6.4 , - I I !!I 'Lu -j NORTH IAARGIN OF 244TH STREET SOUTHWEST, AS CONVEYED TO SNOHOMISH
.0.
0 If" 1j
12507- < CID DITOR'S FILE NUMBER
O�8 0 77.71' of 6 _PVC SEWER @ 2 _j oil 1 47' B" E it COUNTY, WASHINGTON BY DEED RECORDED UNDER AU
C. 0. c. o. a_ 14.59% 1 D,-q 583320 WITH THE WEST MARGIN OF 76TH AVENUE WEST, AS CONVEYED TO
Lu V)
0 4. -IE 303.52 __ __ - __ x <1 (_ DITOR'S FILE NUMBER
A
I F_ 0(0 THE CITY OF EDMONDS BY DEED RECORDED UNDER AU
Q),
C. Q_ iCB
-iS.23 70 Ld L-i U_ 1725097-,
3 G 312.6 0 1
> 4 0
1 Ib q El 310.10 1 7 THENCE SOIJTH 88*09'2,3" WEST ALONG SAID NORTHERLY MARGIN 180.36
PE 11, 4B", iv SOLI uj F THE WEST LINE
2 CB#2, TY -HE EAST 90 FEET OF THE WEST 201 FEET OF
I ip I I :'Ll --- Lu 0,i Ld EET Tf, I
"G E 310.0 6 Izz III - . OF 1
I SAID TR,`%C T 10;
-----------
OE, 307.29
0 IE "'304.60(8 ------ ----- -HENCE. NORTH 02*33'56" WEST ALONG SAID WEST LINE 151.01 FEET TO THE
0 11, 1 Lu
Cq z F I
IE 30,.10(3 1 0111 Qt 1, 1 SOUTH LINE OF THE NORTH 65 FEET OF THE SOUTH 256 FEET OF SAID
Fn 9 ------- ) uj TR
DUMPSTER/ 1 6 7 - - - - - - - 0 z 11 L ACT 10, AND THE TRUE POINT OF BEGINNING;
11� it A I .4f
6 3,3'56" WEST 65.01 FEET TO THE NORTH LINE
4
PO, 'v Rtl3-yCLE-4- 0 _j THENCE CONTINUING NORTH 02',
76 1 1. -4 Ld -4 0
OF THE SOUTH 256 FEET OF SAID TRACT 10; FEET TO THE
Of Ll_
THENCE NORTH 88*0
9'23" EAST ALONG SAID NORTH LINE 90.01
HE WEST 201 FEET OF SAID TRACT
Kit C14
'0 r
J ;p " 1�1
--------- 3 a- EAST LINE OF SAID EAST 90 FEET OF T
I'D :<2 10;
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32B I I THENCE NORTH 02*33'56" WEST ALONG SAID EAST LINE 10.00 FEET TO THE
@ 1 1 7-
:3
it 7- NORTH 1-111E OF THE SOUTH 266 FEET OF SAID TRACT 10;
utoa-T"TM 1 0 V) 0
I CB#6, TYPE 1 It NORTH 88*09'23" EAST ALONG SAID NORTH LINE 90.44 FEET TO
_N THENCE
4.50 t.- 0
B -------- 0.W GE 31 z- p j-
----------- (6 0 �__----330 0 -o- - - SAID WEST MARGIN OF 76TH AVENUE WEST;
D
ROCKERY CD 0m, IE 311-00
ez�
-11 LINE OF THE SOUTH 186 FEET OF SAID TRACT 10;
THENCE SOUTH 02*32'34" EAST ALONG SAID WEST MARGIN 80.01 FEET TO
13 11 a- THE NORI
Cj �2
of FEET TO THE
it 0 THENCE SOUTH 88*09'23" WEST ALONG SAID NORTH LINE 90.41
<
- - - - - - - - - - - - - - - THE WEST 201 FEET OF SAID TRACT
x__x)c 7!t7,
CD (D
o�l EAST LINE OF THE EAST 90 FEET OF
4' CHNN LiNK FENCE 10;
T X
0 fl III I f� w THENCE NORTH 02'33'56" WEST ALONG SAID EAST LINE 5.00 FEET TO THE
I . 6 FEET OF SAID
ry 11 SOUTH I INE OF THE NORTH 65 FEET OF THE SOUTH 25
w 11 w>1
10 L�-,j TRACT 10, FROM WHICH THE TRUE POINT OF BEGINNING BEARS SOUTH
z 11
w 88*09'25
U- WEST;
THENCE SOUTH 88'09'23" WEST 90.01 FEET TO THE TRUE POINT OF
Z 06'
< BEGINNING.
X
to z V) z
tx 0 R APPROXIMATELY 0.3004
CONTAINS APPROXIMATELY 13,085 SQUARE FEET 0
0
ACRE.
N
I zj
<
ROUND SOLID LOCKING LID I I Izz It COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
SITUATE IN THE
0 g it
FOOTING DRAINS !!I low
ADJUST FRAME AND GRATE
FOOTING DRAINS MUST BE CONNECTED TO CATCH BASINS DOWNSTREAM SUCH MAT RESTRICTORI
POLLUTION CONMOL DEWCE
EM. NO FOOTING DRAINS CAN BE CONNECTED IS WSIBLE AT EDGE OF OPENING GE= 310.06
FROM THE DETENTION SYST AND DIRECTLY OVER STEPS -
TO THE TYPE 11 CATCH
BASINS AT EITHER END OF THE DETENTION 1AW-
UUN b.1 NU U I I UIN 3LQUE"k--,
>
ARRANGE FOR A PRE -CONSTRUCTION MEETING WITH CITY OF
to
t
LIFT
�1 11 %1 N AT 771-0220.
EDMONDS SITE INSPECTION, CALL P91P'
HANDLE
JC-,AWIIT- 046&wtoev,
320
320
:t,
PIPE SUPPORTS (2VIN.)
3" X 0.090" ALUMNUM W1
BOLTS
2.
CALL DI ALDIG(U TILi TIES UNDERGROUND LOCATION CENTER)
CB#1, TYPE
11, 48"
CB#2, TYPE 11,
4.8", w/SOLID LID
518 STAINLESS
1-800-424-5555.
GE 309.50
GE 310.06
IE 303.30
OE 307.29
315
OVTRFLOW
315
IE 3
V
EL= 307.29
3.
ERECT FILTER FABRIC FENCE INSTALL CONSTRUCTION ENTRANCE.
IE 30041:6100F386'7)
PR. 2" WATER I.E.
307.75
4.
ROUGH GRADE SITE PER GRADING PLAN.
310
2" VENT
811)
5.
INSTALL SANITARY SEWER PER PLAN.
305
IE 303,3Q
JE
LE_
6V
22 G4_
8") 30 5
6")
48"
24"
fr. 1.090,
OUTLET -
6.
INSTALL UTILITIES: WATER SERVICE, SIDE SEWER, STORM, GAS,
P
6" SEWE R I.E. 303.17
0
36.333' 48" CMP @
0.507-
.36"
FROP - T-7/t,
I
IE= 304.60
POWER, & PHONE.
300
SHEAR GATE_
tp I
300
SEE DETAIL
- ALL STEEL PARTS AND
2' Min. NOTE.
7.
FINAL GRADE AND PAVE.
0.5x
IE= 303.1 0
SURFACES MUST BE GALVANIZED
ANO ASPHALT COATED (TREATMENT
295
295
D
2' MIn.
hqI OR BETTER). COMPLETE
CORROSION PROTECTION MUST BE
8.
LANDSCAPE.
DA TUAf E, LEI V
ASSURED.
9.
REMOVE THE REMAINING TEMPORARY EROSION/SEDIMENTATION
290
-
290.00
2- Min.
RESTRICTOR PLATE MTH 1.00" DIA.
ORIFICE CUT IN PLATE, MACHINE
APP14OVED FOR
CONTROL SYSTEM ONLY AFTER THE SITE HAS BEEN STABILIZED
HAS
0.0 20.0 40.0
60.0
80.0
DRILLED, SHARP EDGED ORIFICE.
AND CITY OF SHORELINE SITE DEVELOPMENT INSPECTOR
011111141111131110 N
ONSTRW I
APPROVED THE REMOVAL.
RESTRICTOR PLATE' MM 1.260" DIA.
oRincE CUT IN PLATE. MACHINE
0
10.
CLEAN UP STORM DRAINAGE SYSTEM.
DRILLED, SHARP EDGED ORIFICE.
48" TYPE 11
Oty Enq1ndW'2qoli""'w
SECTION A -A
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ADDRE 5:S NUMBERS
ADDRESS NUMBERS SHALE'BE POSTED
PLAINLY VISIBLE AND LEGIBLE FROM
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STREET OR ROAD FRONTING PROPERTY.
W
W
RON YV. KNOWLES
Z rc
18633 17th Avenue NW
Ltj tL -
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' Seattle, WA 98177
Lu
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Phone: 206-367-1468
Fax: 206-546-110.9
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Drawing Title:
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Prawn By: -r. 0.
Checked By:
A. proved BY:
Issue Date:
Revisions:
No. Description Date
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242ND STREET S. K BRASS SURFACE DISC
N 8800623" E 497.27'
(N 80-06'02" E — 497.43— R.P.)
NORTH LINE OF THE
SOUTH 266' OF TRACT 10 40'
jyp) N 88009'23" E 90.01' (90'-D)
306 (N 88-09'26- E-D)
NORTH LINE OF THE SOI ITH 956'
171 JOB
------- 10 OF TRACT 10
0 12 10.00 N 88009'239' E
r�o' 1306
Lo 9 0.
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26,787± SQ.FT.
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PROPANE
TANKS
1 L-(180.28'— D)
\ S 88*09'23" W Ao
(S 88-09-26- W—D)
244TH STREET S.W.
331.36' — — —
(331.34'— P) (331.25'— R.P.)
497.04'
(496.88'— R.P.)
N 88009'23" E 2647.70'
P: PER PLAT OF McALEER ACRE TRACTS, VOL. 5, PG. 48 (N 88*09'46" E — R.P.)
RP: PER BALLINGER HOMESITES ADDITION, VOL. 14, PG. 99
X
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W1
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4
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—40.00
ca
TBM
NE CORNER OF SIGNAL VAULT
ELEVATION =305.35'
CONCRETE
MONUMENT IN CASE
SE CORNER OF TRACT
10 (POINT OF
COMMENCEMENT)
SUR"'VEY
FOR
BASIS OF BEARINGS
RECORD OF SURVEY VOL. 28, PG. 152
CITY OF EDMONDS VERTICAL
DATUM
L
SURVEY NOTE
THE PURPOSE OF THIS SURVEY IS A LIMITED
TOPOGRAPHIC SURVEY.
LEGAL DESCRIPTION FOR PROPERTY WAS PROVIDED BY
CLIENT. NO FURTHER SEARCH OF THE RECORD HAS
BEEN
NO ATTEMPT HAS BEEN MADE BY HSA WHILE CONDUCTING
THIS SURVEY TO DETERMINE THE EXISTENCE OR LOCATION
OF ANY EASEMENTS WHICH MAY SERVE OR ENCUMBER
THIS PROPERTY.
A BOUNDARY SURVEY WAS NOT PERFORMED BY HSA
WHILE CONDUCTING THE LIMITED TOPOGRAPHIC SURVEY.
BOUNDARY LINES SHOWN HEREON ARE DERIVED FROM A
BOUNDARY SURVEY RECORDED UNDER VOLUME 28 OF
SURVEYS, PAGE 152.
BENCHMARK USED FOR THE VERTICAL ELEVATIONS IS.
DESCRIBED AS: INVERT OF MH #4, PAGE I OF 17, FILE
#1.270, L.I.D.108, REID—MIDDLETON & ASSOCIATES WITH
AN ELEVATION OF 292.01, CITY OF EDMONDS VERTICAL
DATU M.
NO ATTEMPT
HAS
BEEN MADE BY HSA
WHILE CONDUCTING
THIS SURVEY
TO
DETERMINE CURRENT
ZONING
REQUIREMENTS
OR RESTRICTIONS.
NO ATTEMPT
HAS
BEEN MADE BY HSA
WHILE CONDUCTING
THIS SURVEY
TO
DETERMINE FLOOD ZONE DESIGNATION.
NO ATTEMPT
HAS
BEEN MADE BY HSA
WHILE CONDUCTING
THIS SURVEY
TO
DETERMINE EXISTING
OR PROPOSED
UTILITY LOCATIONS ON THE SITE.
RON KNOWLES9 SAF INCe
76TH AVE, WEST & 244TH ST. SW
COUNTY OF SNOHOMISH, STATE OF WASHINGTON
LE
LAKE MCLEER FIVE
ACRE TRACTS, VOL.
5, PG. 48, TRACT 10
SE1 /4, SE1 /4, SEC. 31,
TWP. 27 N., RGE. 4 E., W.M.
SNOHOMISH COUNTY, WASHINGTON
INDEX
RECEIvC- E)
MAY 16
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
99124.00
DATE: 24 APRIL 2000
REVISED:
DRAWN BY: MAM
MAP CHECK:
FINAL CHECK:
SHEET I OF 1
COPYRIGHT 2000 HEDRANK, STEADMAN & ASSOCIATES, INC., P.S.
A(IaVo 0".2-W50
I
S"
REcc- jxrED
Mki #3 3
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
EXCAVATION & FILL VOLUMES
I
DRIVEWAY
96.0 CU YDS CUT
TURNAROUND
69.9 CU YDS CUT
TRANSITION-DRWY TO TURNAROUND
58.3 CU YDS CUT
BLDG
62.7 CU YDS CUT 94.1 CU YDS FILL
TOTALS 286.9 CU YDS CUT 94.1 CU YDS FILL
SE 1/4, SEC. 31, T. 27 N, R. .4 E, VVA. ------- I ---------
--- - ---- ---- --
EX FIRE HYDRANT
I
EX WATER VALVE
STATE SIGNAL SYSTEM
CONTRACTOR SHALL TAKE EXTREME CARE NOT TO DAMAGE SIGNAL12ATION WIRES
FOR THE 76th AVE/SR104 SIGNAL. CONTRACTOR SHALL CONTACT WSDOT, - - - - - - - - - - -
RICHARD ANDERSON (206) 440-4431 OR DEAN HOLMAN (206) 440-4430, FOR ------- )
LOCATION OF SIGNALIZATION WIRES PRIOR TO EXCAVATION IN THE RiGHT-OF-WAY. IF Z
2 _j
SIGNALIZATION WIRES ARE DAMAGED CONTRACTOR SHALL CONTACT WSDOT IMMEDIATELY.
THE CONTRACTOR IS NOT TO DO REPAIR WORK TO THE SIGNALIZATION WIRES. i
------------
Ld
TBM
NECORNER OF
IEX CB
SIGNAL CONTROLLER
VAULT. GE 304.50
0
ELEVATION=305.35' I IE 300.20
6 CH IN LINK ENCE->,T
T
T �j
3:
T 1.1
- - - - - - - - - - - T U)
-308 ------------------------- T 0
T 0
T POSSIBLE LOCATION FOR PAD
310 1 11 Z CD
MOUNTEDPOwER TRANSFORMER. F= N
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U)
5�
-308 3
Lij
- - - - - - - - - - - - - - 0 N 138-06'2�3" E
-314 __ __ ---I
__90A4 140
j
.3 - 1 -31 C 0
0 C� .0 33.00' 8" CMP
11 0) 11 11
6-- 10 c;- �,N 11 1��l I @ 9.34%
No :E
N ad09'23" E 1^3�01 Z
\vt
N;Z-, 1� F-11
- - - - - - - - - - - - - - - - - - - - - - - - - - 37, 1 T
1�b N P.I.V. 12 If >_
ob I \ \ 4 7 X1, li
�TION ILL,
SIAMESE CONNE
0\ Ljj
.0
1 370
-------- TION 6F VALVE ROOM
LOCA CB#3, TYPE 11 48' W/SOLU- LID 0
320- WHERE SEPA113ATION OF , I I i
Of GE 310.36 1 Ii I
WATER & FIRLS SUPPLY I I ICB#4, TYPE 11, 48'
�'\E W I ,z IE 304.45 Q� -t/o 0
-WILL TAKE PLA W _/0
U) C! b
n GE 308.65
Cq 6 S�l I (n W
IE 305.5 if
r IE 30 7 -n
- - - - 320- = 2 c1q 3.2 �N r- 1
V) 0,1 L
0 48 i i U)
if @ 2.00% 1 uj
0� T
SIONS
@
0, 7.50- 8" PVC 6'X-12' VAUL
2,00% UTSIDE DIMEN y,
if I Ld Li
-32, FOR 4" DDCVA 0 ii I Z 0
0 supply) 11 1 g:fan
79.6' of 4" D.I. (Both Water & Fire 00 I`�! 11 1
ri L4
322----
0i
- - - - -- Till kA 11 W
0.7' 1 ICD
9 -Z Ld
Q) 48 Z LLJ
0 TYP U)
Z af 'i
i
�09.50
3" WIDE CONCRETE WALL 0 0 1125% G
0 Ill "I
0 JE 303.30
3 SEWER (5) 2.07. if
ZO
0.. 24 ------ .0 2 5 0 V. C.O.- c)
0 77.71' of I VIC SEWER @ 1 .0.
Ld
- CID
4. Ld -
0 C.O. c. 6-. 3 2 471 81' E
111D6 -IE 303.52 14.59%
ILLI U) I
31S.23 J
Q* <1 ICB I F- ill
0
2
GE1 312.60 1
�/SOLI LID �l
CB#2, TYPE 11, 48". 1 r IE1, 310.10 0
\QE 310.06 1 1 CD
Z _LU ------ 7-111 ZW
OE, 07.29 1 1011"
I
0 Ld loll
-.1 __ __ - - - - I ; ii F; 8") 1 (0 ---------- 1�� - 11
AREA OF SITE
TOTAL AREA 13,085.6619 SQ FT
TOTAL IMPERVIOUS AREA 11,213.12 SQ FT
r//
cv
N,
L
---32B
o.l N 138-09-26
-----------
RO CKERY
320
315
310
305
300
295
09]
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Z
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C
4' CHAIN LINK FENCE
------ ----------- 37<
IE
04 9 1
ER/ 1 8
10 Z If O�) Wo C
UMPST 6 7 �Oz'
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16' _j 7 11 3:1 0 _j
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LD
I 0,�
- -----336- - -
FOOTING DRAINS
FOOTING DRAINS MUST BE CONNECTED TO C.ATCH BASINS DOWNSTREAM
FROM THE DETENTION SYSTEM. NO FOOTIN"', DRAINS CAN BE CONNECTED
TO THE TYPE 11 CATCH BASINS AT EITHER IND OF THE DETENTION TANK.
CB#l, TYPE
GE 309.50
IE 303.30
11, 48" CB#2, TYPE 11,
GE 310.06
OE 307.29
48", w/SOLID LID
IE 304.60(8'-),
IE 303.101
PR. 4" WATER I.E..
307.75
,.-12"
VENT
F
OF
zr--
204,-60
PR.
6" SEWER I.E. 303.17-----0
IE 303.30
IF
203-10(
36.333' 48" CMP a
0.50%
320
315
310
311)
3") 305
5691)
1610
295
DA TUAf ELE V
0.0 20.0 40.0 60.0 80.0 290.00
SECTION A -A
nts
RECEIVED
Z
<
nEv CB#5, TYPE 11 if 1 2 Ill, jau) Z
GE 3
14.50 ill LIJ
IE 311-00 if
'D (,D ill 16 En I I
Z
ku"
C) 0)
IV - 0
K X_
Ld;- F-
U9
Ld N -X
jx- L, Ld
L>,<J iE
L02
<
:r
Z
3! 00� f Fc=)
F- <
C) N
ROUND SOLID LOCKING LID < _j
<
ADJUST FRAME AND GRATE
0 cn
SUCH THAT RESTRICTORI
POLLU71ON CONTROL DEWCE
IS VISIBLE AT EDGE OF OPENING GE= 310.06 if I
AND DIRECTLY OVER STEPS.
A
io
LIFT
HANDLE
PIPE SUPPORTS (2MIN.)
3- x a09O- ALUMINUM W1
518' STAINLESS BOLTS
48" 24'
36- FROP T
SHEAR GATE -
SEE DETAIL
I IE= 10 _j
2' Min. -0-
2' MA.
to
48" TYPE 11
nts
EL= 307.29
I
1.090,
OUTLET
1E= 304.60
2' Min.
NOTE. ALL STEEL PARTS AND
SURFAICES MUST BE GALVANIZED
AND ASPHALT COATED (TREAIMEN7
11 OR BETTER). COMPLETE
CORROSION PROTECTION musr BE
ASSURED.
RESTRICTOR PLATE IWTH 1.00" DIA.
ORIFICE CUT IN PLATE MACHINE
DRILLED, SHARP EDVED (WIFICE.
RESTRICTOR pLATE 317H 1.260" DIA.
ORIFICE CUT IN PLATE, MACHINE
,.DRILLED,
SqARP EDGED ORIFICE.
ESC', Minimum Recuirement - Stabilization of
Ex-osed Areas. Al( soils exposed by land disturbing
activities shall be stabilized by suitable application of
BMP's, including but not limited to, sod, hydroseeding,
or other vegetation, plastic covering, or mulching. All
BMP's shall be selected, designed, and maintained in
accordance with the Manual. The exposed soils shall
be stabilized according to an approved timetable.
(Typically, no soils shall remain exposed for more than
two (2) days from October 1 through April 30 and no
more than seven (7) days from May 1 through
September 30).
r- � � 5; rsv
APPROVED FOR
CONSTRUICTION
IN/01
City Engineer Date
1704111INKMAKINKIN
M.
LEGAI_ DESCRIPTION
THAT PORT;ON OF TRACT 10, LAKE MC ALEER FIVE ACRE TRACTS, ACCORDING
TO THC__Pl_�T THEREOF RECORDED IN VOLUME 5 OF PLATS, PAGE 48,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID TRACT 10;
THENCI L --' NORTH 02*32'34" WEST 40.00 FEET;
THENCE SOUTH 88*09'23" WEST 40.00 FEET TO THE INTERSECTION OF THE
NORTH MARGIN OF 244-TH STREET SOUTHWEST, AS CONVEYED TO SNOHOMISH
COUNTY, WASHINGTON BY DEED RECORDED UNDER AUDITOR'S FILE NUMBER
58332G WITH THE WEST MARGIN OF 76TH AVENUE WEST, AS CONVEYED TO
THE Cl'�'Y OF EDMONDS BY DEED RECORDED UNDER AUDITOR'S FILE NUMBER
1725097;
THENCE SOUTH 88*09'23" WEST ALONG SAID NORTHERLY MARGIN 180.36
FEET TC -['HE WEST LINE OF THE EAST 90 FEET OF THE WEST 201 FEET OF
1. 0;
�AID
-1-1 02*33
T; I E IN'k F
I . - �.;Rl I-ST ALONG SAID WES! ]NE 151.01 FEET TO TI
SOUTH OF' THE NORTH 65 FEET OF THE SOUFH 256 FEET OF SAID
TRACT 101� AND THE TRUE POINT�OF 3EGINNING;
K THENC�`. 1."'ONTINUING NORTH '027�3'56" WEST 65.01 FEET TO THE NORTH LINE
D OF THE SOUTH 256 FEET OF SAID TRACT 10;
THENCF NORTH 88*09'23" EAST / \LONG SAID NORTH LINE 90.01 FEET TO THE
EAST LINI-_ OF SAID EAST 90 FEET OF THE WEST 201 FEET OF SAID TRACT
10;
THENCE NORTH 02'3,3'56" WEST ALONG SAID EAST LINE 10.00 FEET TO THE
NORTH LINE OF THE SOUTH 266 FEET OF SAID TRACT 10;
THENCE NORTH 88*09'23" EAST ALONG SAID NORTH LINE 90.44 FEET TO
SAI D �AiEQT MARGIN OF 76TH AVENUE WEST;
THENCE SOUTH 02'32'34" EAST ALONG SAID WEST MARGIN 80.01 FEET TO
THE NORTH LINE OF THE SOUTH 186 FEET OF SAID TRACT 10;
THENCE SOUTH 88*09'23" WEST ALONG SAID NORTH LINE 90.41 FEET TO THE
EAST OF THE EAST 90 FEET OF THE WEST 201 FEET OF SAID TRACT
10;
THENCE NORTH 02'33'56" WEST ALONG SAID EAST LINE 5.00 FEET TO THE
SOUTH LINE OF THE NORTH 65 FEET OF THE SOUTH 256 FEET OF SAID
TRACT 10, FROM WHICH THE TRUE POINT OF BEGINNING BEARS SOUTH
88*09'23" WEST;
THENCE SOUTH 88*09'23" WEST 90.01 FEET TO THE TRUE POINT OF
BEGINNING.
CONTAINS APPROXIMATELY 13,085 SQUARE FEET OR APPROXIMATELY 0.3004
ACRE.
SITUATF_' IN TKE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
-FRUCTION SEQUENCE
CON I
1. ARRANGE FOR A PRE -CONSTRUCTION MEETING WITH CITY OF
.7 -1 E -IRISHAN AT 771-0220.
.-DMONDS SITE INSPECTION, CALL ' - GI
2. JALL DIALDIG(UTILITIES UNDERGROUND LOCATION CENTER)
1-800-424-5555.
3. :_-_RECT FILTER FABRIC FENCE & INSTALL CONSTRUCTION ENTRANCE.
4. IROUGH GRADE SITE PER GRADING PLAN.
5. INSTALL SANITARY SEWER PER PLAN.
6. !NSTALL UTILITIES: WATER SERVICE, SIDE SEWER, STORM, GAS,
POWER, & PHONE.
7. "INAL GRADE AND PAVE.
8. LANDSCAPE.
9. REMOVE THE REMAINING TEMPORARY EROSION/SEDIMENTATION
CONTROL SYSTEM ONLY AFTER THE SITE HAS BEEN STABILIZED
AND CITY OF SHORELINE SITE DEVELOPMENT INSPECTOR HAS
APPROVED THE REMOVAL.
10.. CLEAN P STORM DRAINAGE SYSTEM.
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PERMIT COUNTER
SE 1/4, SEC. 31;
ESC Minimum Requirement — Stabilization of
Exposed AreaS. All soils exposed by land disturbing
activities shall be stabilized by suitable application of
BMP I s, including but not limited to, sod, hydroseeding,
or other vegetation, plastic covering, or mulching. All
BMP , s shall be selected, designed, and maintained in
accordance with the Manual. The exposed soils shall
be stabilized according to an approved timetable.
(Typically, no soils shall remain exposed for more than
two (2) days from October 1 through April 30 and no
more than seven (7) days from May 1 through
September 30).
. . . . . . . . . .
-308 ------------------------ 8' CHAIN LINK
310
- - - - - - - - - - - - - -
370
- - - - - - - - - - - - - - -- 31,4 �3 0
0 0 0;
0
0
ro
- - - - - - - - - - - - - - - -
ZE
322---
0.7:>
Z
0
0. a
(b
'19 -3 1,g
INSTALL
CE
FILTER AFENCE
0
,32
0
00
.1, - Z=!Z
I
A= ------
-322
1?0
0 0,
3" WIDE CONCRETE WALL 0
3
2
0
__J�
---------- 328----- 9
N 88-09 1 23
-- --- --- --- - 90.01
goo -
_33ri
to LID
CKLR�
Z
V.L-- -
HARD SURFACE ROAD
10' R
0
4"-6" QUARRY
SPALLS
12" MIN DEP7H
MIN
ROCK CONSTRUCTION ENTRANCE
N. T. S.
T. 2 7 N. I R. 4 E. I W. M. - - - � � t ---- �I- .11 1.
6' CHAIN LINK FENCE
T
EX FIRE HYDRANT
EX WATER VALVE I
WATER V,
C)l
LO
C-4:
ZI
<
NE CORNER OF
SIGNAL VAULT. Ldi
ELEVATION= 305.35' 1`-1 19X CB
<
L,jj IGE 304.50
Of I IE 300.20
I < 5,
W
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
'09'23" E
6, 01
Q)
0 LU;
1Q0
INSTALL
FILTER FU4%.1L ZI
-10
14 12
01
L
.0 310-, P
r --- I Lull
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0
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INSTALL
FILTER FENCE
9 rr1 0
F_
6 7 1 'M r
314 IC)
76 Ld
.0
C C)
-- ---------------- Ld
�D
T.
328
'b
0 0)
0 1---330 -------- 1-D .. �Q
- - - - - - - - - 336----
K� '--X-K-
4' CHAIN LINK FENCE
T
FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS.
USE STAPLES OR KIRE RINGS TO ATTACH FABRIC
TO MRE. MIRAFI 1OOX OR EQUIVALENT
rKlRE MESH SUPPORT FENCE
FOR SLIT FILM FABRICS.
2" x 4" x 14 GAUGE WELDED
RE FABRIC OR EQUAL
WIRE MESH SUPPORT FENCE
FOR SLIT FILM FABRICS --N
ELEVATION
FILTER FABRIC
MA TERIAL
PROWDE WASHED ROCK
BACKFILL OR COMPACTED
PEA GRA VEL AS DIRECTED
BY ENGINEER
BURY BOTTOM OF
FILTER MATERIAL IN 8 MIN.
8" BY 12" TRENCH
STEEL POSTS SECTION
SILT FENCE DETAIL
N. T. S.
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VICINITY MAP
LEGAL DESCRIPTION
THAT PORTION OF TRACT 10, LAKE MC ALEER FIVE ACRE TRACTS, ACCORDING
TO THE PLAT THEREOF RECORDED IN VOLUME 5 OF PLATS, PACE 48,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
COMMFNCING AT THE SOUTHEAST CORNER OF SAID TRACT 10;
THENCE NORTH 02'32'34" WEST 40.00 FEET;
THENCE SOUTH 88*09'23" WEST 40.00 FEET TO THE INTERSECTION OF THE
NORTH MARGIN OF 244TH STREET SOUTHWEST, AS CONVEYED TO SNOHOMISH
COUNTY, WASHINGTON BY DEED RECORDED UNDER AUDITOR'S FILE NUMBER
583320 WITH THE WEST MARGIN OF 76TH AVENUE WEST, AS CONVEYED TO
IHE CITY OF EDMONDS BY DEED RECORDED UNDER AUDITOR'S FILE NUMBER
1725097;
THEN'CE' SOUTH 88*09'23" WEST ALONG SAID NORTHFRLY MARGIN 180.36
FEET 10 THE WEST LINE OF THE EAST 90 FEET OF THE WEST 201 FEET OF
SAID TRACT 10;
THENCE NORTH 02*3,3'56" WEST ALONG SAID WEST LINE 15-1.01 FEET TO THE
SOUTH LINE OF THE NORTH 65 FEET OF THE SOUTH 256 FEET OF SAID
TRACT 10, AND THE TRUE POINT OF BEGINNING;
THENCE CONTINUING NORTH 02*33'56" WEST 65.01 FEET TO THE NORTH LINE
OF THE SOUTH 256 FEET OF SAID TRACT 10;
THENCE NORTH 88*09'23" EAST ALONG SAID NORTH LINE 90.01 FEET TO THE
EAST LINE OF SAID EAST 90 FEET OF THE WEST 201 FEET OF SAID TRACT
10;
THENCE NORTH 02*33'56" WEST ALONG SAID EAST LINE 10.00 FEET TO THE
NORTH LINE OF THE SOUTH 266 FEET OF SAID TRACT 10;
THENCE NORTH 88*09'23" EAST ALONG SAID NORTH LINE 90.44 FEET TO
SAID WEST MARGIN OF 76TH AVENUE WEST;
THENCE SOUTH 02'32'34" EAST ALONG SAID WEST MARGIN 80.01 FEET TO
THE NORTH LINE OF THE SOUTH 186 FEET OF SAID TRACT 10;
THENCE SOUTH 88*09'2,3" WEST ALONG SAID NORTH LINE 90.41 FEET TO THE
EAST LINE OF THE EAST 90 FEET OF THE WEST 201 FEET OF SAID TRACT
10;
THENCE NORTH 02*3,3'56" WEST ALONG SAID EAST LINE 5.00 FEET TO THE
SOUTH LINE OF THE NORTH 65 FEET OF THE SOUTH 256 FEET OF SAID
TRACT 10, FROM WHICH THE TRUE POINT OF BEGINNING BEARS SOUTH
88*09'23" WEST;
THENCE SOUTH 88*09'23" WEST 90.01 FEET TO THE TRUE POINT OF
BEGINNING.
CONTAINS APPROXIMATELY 13,085 SQUARE FEET OR APPROXIMATELY 0.3004
ACRE.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
CONSTRUCTION SEQUENCE
1. ARRANGE FOR A PRE -CONSTRUCTION MEETING WITH CITY OF
EDMONDS SITE INSPECTION, CALL LYLE CHRISMAN 771-0220.
2. CALL DIALDIG(UTILITIES UNDERGROUND LOCATION CENTER)
1-800-424-5555.
3. ERECT FILTER FABRIC FENCE & INSTALL CONSTRUCTION ENTRANCE.
4. ROUGH GRADE SITE PER GRADING PLAN.
5. INSTALL SANITARY SEWER PER PLAN.
6. INSTALL UTILITIES: WATER SERVICE, SIDE SEWER, STORM, GAS,
POWER, & PHONE.
7. FINAL GRADE AND PAVE.
a. LANDSCAPE.
9. REMOVE THE REMAINING TEMPORARY EROSION /SEDIMEN TATI ON
CONTROL SYSTEM ONLY AFTER THE SITE HAS BEEN STABILIZED
AND CITY OF SHORELINE SITE DEVELOPMENT INSPECTOR HAS
APPROVED THE REMOVAL.
10. CLEAN UP STORM DRAINAGE SYSTEM.
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BLDG SECTION & EAST KITCHEN
ELEVATION
3/811 = 1 '-011
DISHWASHER
4X4 COLUMN CENTERED ON
KNEE BRACING, SEE 5/A3011
INTERMITTENT WHOLE HOUSE FAN VENTILATION
EXHAUST FAN (MIN 50 CFM) SET OUTLET MIN OF 5'
FROM SOUTH WALL OF APT. 2.0 1 #M
First Floor Level
320'-0"
BATHROOM ELEVATION
�,-J 11/1" - I I-1111 -`-
SOUTH WALL TO
1. MAINTAIN EXIST. I HR FIRE RATING
2. NO OPENINGSNENTS ARE PERMITTED THRU ROOF WITHIN 5
FEET OF WALL
3. CEILING TO MAINTAIN (2) LAYERS OF 5/8" TYPE X GWB
%J I I L_ L_ I I I N L..; L-Z%
A101 COVER SHEET DATA, SITE PLAN, INTERIOR ELEVATIONS
A301 BUILDING ELEVATIONS
7nNimr-. t% Ri in nwn. rnni=
IRC 2009 EDITION WITH WA. STATE ADMENDMENTS
NO BUILDING HEIGHT IS MODIFIED UNDER THIS
PERMIT APPLICATION
LOT AREA:
13,085 SF
ZONING
BCZONE
BUILDING FOOTPRINTS:
Roof Pla
T-�6
BUILDING A:
BUILDING B:
5,686 SF
861 SF
ENERGY NOTES
3J3 _0
BUILDING C:
418 SF
TOTAL BLDG FTPRINT:
6,965 SF
APPLICABLE CODE: WASHINGTON STATE ENERGY CODE 2009
SITE COVERAGE:
53%
SMALL DWELLING UNIT: ACTUAL UNIT LESS THAN 400 SF,
TOTAL BLDG AREAS:
TOTAL WINDOW AREA IS LESS THAN 75 SF.
A: MAIN FLR
6,965 SF
UPPER FLR
1,790 SF
ADDITIONAL ENERGY NOTES
B: MAIN FLR
861 SF
UPPER FLR.
793 SF
WINDOWS: ALL SHALL HAVE MAX U VALUE OF.25, (WEIGHTED
C: MAIN FLR.
418 SF
AREA AVERAGE)
TOTAL BLDG AREA:
10,827 SF
FLOOR: EXISTING SLAB TO BE FURRED WITH 2X6 SLEEPERS
HEIGHT LIMIT/CALCS:
NO CHANGE TO EXISTING ROOF LINE(
Z(
WITH MIN OF R13 BATT INSULATION BETWEEN SLEEPERS
CONSTRUCTION TYPE:
VB
WALLS: EXISTING 2X4 WALLS TO BE INSULATED WITH BLOWN
NEW WINDOWS SET IN
FIRE SPRINKLERED, (EXISTING BUILDINGS)
IN INSULATION TO R15 MIN.
EXISTING WOOD FRAME
BLDG A:
13R LOWER LEVEL ONLY
ROOF: EXISTING ROOF TO MIN OF R38 BLOWN IN INSULATION
WALL
BLDG B:
NON SPRINKLERED
THROUGHOUT.
BLDG C:
NON SPRINKLERED
WATER HEATING: TANKLESS ELECTRIC HEATERS, ONE FOR
REQUIRED PARKING: ECDC
17.50.202 R3 OCCUPANCY
KITCHEN AND BATHROOM
(1) 1 BEDRM UNIT 1.5 STALLS/UNIT = 1.5 STALLS
EXTERIOR DOOR TO HAVE MAX U VALUE OF.20
(2) 3 BEDRM UNITS
1.8 STALLS /LINIT = 5.4 STALLS
GARAGE/STORAGE AREAS
2.0 STALLS
7. VENTILATION EFFECTIVENESS FOR INTERMITTENT FANS
TOTAL STALLS REQUIRED
TOTAL STALLS PROVIDED
DEFERED SUBMITTIALS:
1. MECHANICAL
2. PLUMBING
3. WATER METER IF NECESSARY
4. SIDE SEWER IF NECESSARY
'irst Floor Level
3 fO-'- -0 T'�
VICINITY MAP
NTS
AMVT101`J
-rD ISC- We-r�_ Mism#OC, A-SP^-r tA-S19141yL-F
VVIL-L NOT 45E V-0AWCO).
M 1508.4 Intermittent whole house ventilation using exhaust fans.
9 STALLS This section establishes minimum prescriptive requirements for
10 STALLS (ALL EXISTING STALLS)3rmiftent whole house ventilation systems using exhaust fans. A
system which meets all the requirements of this section shall be
deemed to satisfy the requirements for a whole house ventilation
system. M1508.4.1 Whole house ventilation fans. Exhaust fans
providing whole house ventilation shall have a flow rating at 0.25
inches water gauge as specified in Table M1 508.2. Manufacturers
fan flow ratings shall be determined according to HVI 916 (April
1995) or AMCA 210.
M1508.4.2 Fan noise. Whole house fans located 4 feet (1219.2 mm)
or less from the interior grille shall have a some rating of 1.0 or less
measured at 0. 1 inches water gauge. ManufaGturer's noise ratings
shall be determined as per HVI 915 (October 1995). Remotely
mounted fans shall be acoustically isolated from the structural
%...* %a 1 %4 1 1 X1_% %a I %-## I X
COORDINATION NOTES:
THE FOLLOWING NOTES SHALL SERVE AS A GUIDE TO THE
CONTRACTOR TO VERIFY EACH CONDITION WITH THE PRODUCT
MANUFACTURER OR SUPPLIER, AND/OR LOCAL JURISDICTIONS FOR
THEIR REQUIREMENTS PRIOR TO SUBMITTING A BID TO THE OWNER
OR PROCEEDING WITH WORK.
THE ITEMS OUTLINED BELOW ARE NOT INTENDED TO BE AN
EXHAUSTIVE ANALYSIS OF ALL POSSIBLE AREAS OF CONCERN OR
CONFLICT, BUT RATHER TO SERVE AS A BEGINNING POINT IN
IDENTIFYING COMMONLY OVERLOOKED AREAS IN THE
CONSTRUCTION PROCESS.
1. REVIEW MANUFACTURER'S PRODUCT LITERATURE FOR
INSTALLATION INSTRUCTIONS UNIQUE TO THE PROJECT
CONSTRUCTION TYPE.
A. HVAC EQUIPMENT AND DUCTING
B. RECESSED AND SEMI -RECESSED LIGHTING
C. ALL EXHAUST FANS AND DUCTING
D. RECEPTACLE BOXES
(I.E.,T.V., TELEPHONE, ELECTRICAL, PLUMBING)
E. ANY OTHER BUILT-IN OR RECESSED EQUIPMENT WHICH MAY
PENETRATE THE INTEGRITY OF A RATED FLOOR/ CEILING OR WALL
ASSEMBLY
2. REVIEW LOCAL JURISDICTIONAL REQUIREMENTS FOR COMPLETE
INSTALLATIONS OF THE FOLLOWING:
A. BUILDING FIRE ALARM SYSTEM (NFPA 72A)
B. FIRE EXTINGUISHER SIZE AND LOCATION
C. FIRE SPRINKLER SYSTEM NOT REQUIRED
3. COORDINATE WITH THE FOLLOWING UTILITIES AND COMPLY
WITH LOCAL JURISDICTIONAL REQUIREMENTS.
A. GAS UTILITY
B. TELEPHONE UTILITY
C. CABLE T.V. UTILITY
D. POWER UTILITY PER SNOHOMISH PUD
4. THE FOLLOWING ITEMS SHALL BE DESIGN/BUILD SYSTEMS. THE
CONTRACTOR SHALL PROVIDE A COMPLETE SYSTEM TO THE
OWNER, WHICH COMPLIES WITH ALL JURISDICTIONAL
REQUIREMENTS.
A. SITE & IN BUILDING ELECTRICAL
B. PLUMBING SYSTEM
C. HEATING SYSTEM
D. PHONE & DATA CONNECTIONS
I I % %_*f %J L_ %_d# I I L-r-Allvi
OWNER:
SAF INC,
RON KNOWLES,
18633 17th Ave NW
Seattle, WA 98177-3316
CELL: (206) 465-3579
ronknowlesO.safine-net
ARCHITECT:
A.D. SHAPIRO ARCHITECTS PS
18105 SUNSET WAY,
EDMONDS, WA 98026
OFFICE: (425) 778-5400
tonys(cDadshaoiro.com
GENERAL CONTRACTOR:
SAF INC.
RON KNOWLES,
18633 17th Ave NW
Seattle, WA 98177-3316
CC**SAFIN**1641N, EXPIRES 09/08/14
CELL: (206) 465-3579
ronknowleselsafinc.ne
SCOPE OF WORK:
EXISTING SITE, PARKING AREA, AND BUILDINGS TO REMAIN UNCHANGED EXCEPT FOR
BUILDING C AS SHOWN. BUILDING C TO BE MODIFIED AS FOLLOWS:
1. SITE/PAVING MODIFICATIONS:
a. EXTEND EXISTING SIDE SEWER LINE TO SERVE NEW BATHROOM AND KITCHEN ON
THE WEST SIDE OF THE BUILDING.
B. REMOVE EXISTING PAVING TO PROVIDE FOR NEW ENTRY PORCH WHICH WILL
"FLUSH OUT"WITH NEW FLOOR ELEVATION OF UNIT, (DUE TO NEW WOOD FLOOR SET
ON 2X SLEEPERS OVER THE EXISTING CONCRETE SLAB WHICH IS TO REMAIN
UNCHANGED EXCEPT FOR NEW PLUMBING WASTE LINES AND ELECTRICAL SERVICE.
2. BUILDING ENVELOPE:
a. REMOVE EXISTING ROLL UP DOOR ON THE WEST AND INSTALL NEW MAN DOOR.
B. INSTALL NEW SHED ROOM DOOR CANOPY ON WEST ELEVATION OVER NEW DOOR.
C. INSTALL NEW WINDOWS.
d. INSULATE EXTERIOR WALLS AND ROOF TO R VALUES SHOWN ON DRAWINGS IF
CURRENT INSULATION IS LESS.
e. EXISTING ROOF TO REMAIN UNCHANGED, ALL VENTING TO EXIT THRU THE WEST
WALL FOR THE BATHROOM AND KITCHEN HOOD.
f. EXISTING CEILING TO REMAIN UNCHANGED EXCEPT AS NECESSARY TO INSTALL NEW
INSULATION, ELECTRICAL LIGHT FIXTURES
3. ELECTRICALJHEATINGIVENTILATION:
a. INSTALL NEW ELECTRICAL OUTLETS AND MODIFY ELECTRICAL PANNEL AS
NECESSARY TO COMPLY WITH CURRENT ELECTRICAL CODES.
b. HEATING TO BE DONE WITH IN WALL ELECTRICAL SPACE HEATERS TO COMPLY WITH
CURRENT CODES.
c- INSTALL NEW EXHAUST FAN FROM BATHROOM AND RANGE HOOD OVER NEW STOVE.
oeyrU AM
elements of the building and from attached ductwork using
F- i %J V F-111 I r1MU I nr- VVr_0 I MALL. 10 1 HE EXTERIOR.
insulated flexible duct or other approved material. M1 508-4.3 Fan
4. PLUMBING:
controls. The whole house ventilation fan shall be controlled by a
a. INSTALL NEW KITCHEN SINK AND DISHWASHER
24-hour clock timer with the capability of continuous operation,
b. INSTALL NEW BATHROOM SHOWER, TOILET, AND SINK.
manual and automatic control. The 24-hour timer shall be readily
1. Have controllable and secure openings;
accessible. The 24 -hour timer shall be capable of operating the
whole house ventilation fan without energizing other energy-
2. Be sleeved or otherwise designed so as not to compromise the thermal
properties of the wall or window in which they are placed;
LEGAL
DESCRIPTION
PARCEL No
consuming appliances. At the time of final inspection, the automatic
3. Provide less than 4 inches free
M",
not square (0.003 m2) of net area of opening
control timer shall be set to operate the whole house fan for at least
for each habitable space. Any inlet or combination of inlets which provide 10 cfm
8 hours a day. A label shall be affixed to the control that reads
at 10 Pascals as determined by the Home Ventilating Institute Air Flow Test
00491100001006
X",
"Whole House Ventilation (see operating instructions).
Standard (HVI 901 November 1996) are deemed equivalent to 4 square inches
SEC 31 TWP 27 RNG 4 QTR SE LAKE MC ALEER 5 ACRE TRACTS BLK 000 D-06 - TH PTN
M1508.4.5 Outdoor air inlets. Outdoor air shall be distributed to
net free area.
TR 10 DAF: COM SE COR SID TR 10 TH NO2-32 34W, 40FT TH S88*09 23W 40FT TO INT OF
each habitable room by individual outdoor air inlets. Where outdoor
Inlets shall be screened or otherwise protected from entry by leaves or other
N MGN 244TH ST SW AS CONVYD TO SNO CO BYDEED REC AFN 583320 WITH W MGN
air supplies are separated from exhaust points by doors, provisions
material. Outdoor air inlets shall be located so as not to take air from the following'6TH
AVE W AS CONVYD TO CITY OF ED BY DEED REC AFN 1725097 TH S88�09 23W ALG
shall be made to ensure air flow by installation of distribution ducts,
areas:
SDNLYMGN 180.36FTTOWLNOFE90FTOFW201FTOFSDTR10TH NO2�3356WALG
undercutting doors, installation of grilles, transoms, or similar
1. Closer than 10 feet (3048 mm) from an appliance vent outlet, unless such vent3D
W LN 15 1.01 FT TO S LN OF N 65FT OF S 256FT SID TR 10 & TPB TH CONT N 02*33 56W
means. Doors shall be undercut to a minimum of 1/2 inch (12.7
outlet is 3 feet (914.4 mm) above the outdoor air inlet.
65.01 FT TO N LN OF S 256FT SID TR 10 TH N88*09 23E ALG SD N LN 90.01 FT TO E LN SD E
mm) above the surface of the finish floor covering. Individual room
2. Where it will pick up objectionable odors, fumes or flammable vapors.
9OFT OF W 201 FT SID TR 10 TH NO2*33 56W ALG SID E LN 1 OFT TO N LN OF S 266FT OF SD
outdoor air inlets shall:
'A A hrAn "ncmni+n Innnfinn
TR 10 TH N88*00 '�qP A[ (-- Qr) KI I KI arl AAr7r -rr-% Cn AA1 hAe-KI
UU I F1 t-% V IZ- VV I n OU4 04 0-+F- L%.J
4. A room or space having any fuel -burning appliances therein. SD W MGN 80.01 FT TO N LN OF S 186FT SD TR 1&TH S88*09 23W ALG N LN 90.41 FT TO E
5. Closer than 10 feet (3048 mm) from a vent opening of a plumbing drainage LN OF E 90FT OF W 201 FT SD TR 10 TH NO2*33 56W ALG E LN 5FT TO S LN OF N 65FT OF
"'o
system unless the vent opening is at least 3 feet (914.4 mm) above the air inlet." S 256FT OF SD TR 10 FR WH TPB BEARS S88*09 23W TH S88*09 23W 90.01 FT TPB - AKA
st
tti,
L6.Attic, crawl spaces or garages. PAR B CITY OF ED LLA #LL-2007-0042 RECAFN 200706115188
PROJECT LOCATION Ai
OWNER/CONTRACTOR 1S RESPONSIBLE
FOR EROSION r.*mOt. Aw owwu
SITE PLAN
Iof = 101-011
0
0
I'll
L0
06
r
SHEET TITLE
COVER SHEET, SITE PLAN, ZONING,
BUILDING CODE, SCOPE OF WORK,
PROJECT TEAM, FLOOR PLAN,
BUILDING SECTION, INTERIOR
ELEVATIONS
WP% i L...
n1/1)r111 q IA"D"S
SHEET No:
S SEP 17 2013
DEVELOPMENT SEh�ViUES C111
CITY OF EDMONDS - Al 01
Toile Room Revision