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i PERMIT APPLICATION: "o DAYS
PERMIT LIMIT: i YEAR PROVIDED WORK IS STARTED WITHIN 180 DAYS
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SEE BACK OF PINK PERMIT FOR MORE INFORMATION
'APPUCANTONBEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS ANDSUCCESORS
END. INSPECTION FEE
AJ IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
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DEEMED TO MODIFY, WAIVE OR REDUCE ANY REOUIREMENT OF aHY CITY ORDINANCE
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NOR LIMITINANYWAYTHECITY'S ABILITY TOENFORCE ANYORDINAHCE PROVISION:
TOTAL AMOUNT DUE
RECEIPT \-"
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I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; TWIT I HE INFORMATION
GIVEN IS CORRECT: AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
APPLICATION APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC
CALL
TM1rs aVplicalion rs nolapormil unlit F'..H by the
TION: AND IN DOING THE WORK AUTHORIZED THEREBY. NO PERSON WILL BE EMPLOYED
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
BuilalnO Official or nisltlar Deputy: antl Foos aro paiE. antl
FOR INSPECTION reco�pl �s acxnowlotl0oa in space provitlotl.
WORKMEN'S COMPENSATION INSURANCE AND FEW 18,27.
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A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
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MAR 2 9 2002
DEVELOPMENT SERVICES CTR
CITY OF EDMONOS
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FIELD REPORT
NELSON Project: Vista Del Mar Lot 1 File No.: 327201
GEOTECHNICAL Owner: Soundview Homes Date: 5/21/01
ASSOCIATES, INC Location: Edmonds Report No: 1
17311 135r" Ave. NE #A-500 Weather: Sunny Page I of 1
Woodinville, WA 98072 Purpose of Evaluation Surface Soils
(425)436-1669 FAX481-2510 Visit: By:TRC
We visited the site today at the request of Dennis Parker for the purpose of evaluating the surface soils
of Lot I of the Vista Del Mar project. We, as Nelson-Couvrette & Associates (NCA), have previously
issued a geotechnical evaluation of the Vista Del Mat development, dated April 26, 1993. We have not
monitored grading or placement of fill at the development. We understand that the City of Edmonds has
requested that a geotechnical engineer evaluate this lot for stability as a part their plan review. We met
Dennis at the site, and discussed his plans for lot development. A single-family residence is planned in
( the central portion of the lot.
We observed that the development has been graded, and an asphalt cul-de-sac access road has been
constructed. Lot 1 is located at the east end of the site, between Olympic View Drive and the newly
constructed access road. The main portion of the lot slopes gently from Olympic View Drive down
toward the access road. Using a pea level, we measured the inclination of the lot as 12%. For
approximately the 25 feet of the lot adjacent to the access road, the lot slopes at roughly a 3 Horizontal
s; 1 Vertical inclination down to the access road. Dennis informed us that construction of a sidewalk was
planned for the north side of the road, and possibly a rockery up to 4 feet tall. He indicated that the final
slope between the gently sloping portion of the lot and the sidewalk would be no steeper than 3
Horizontal: I Vertical. The grade of the portion of the lot near Olympic View Drive does not appear to
have been altered significantly since mature trees remain undisturbed. Dennis told us that he had been
++ informed that material had been cut from Lot 1, and that no fill had been placed on the lot. We did not
observe any indication of surficial slope instability on the lot.
In the NCA geotechnical evaluation of the development site, we encountered undocumented fill material
in one of our subsurface explorations near Lot 1. Based on that exploration, it was our opinion that the
undocumented fill material extended along the south portion of Lot 1. We recommended that we be
retained to observe foundation excavations in the location of the fill material.
We did not explore the subsurface soil conditions of Lot 1 for the preparation of this field report. We
did not monitor site grading. We do not know if all the undocumented fill has been removed from Lot I
or if structural fill has been placed on the lot. We should be retained to evaluate the foundation subgrade
soils after footing excavations have been made.CITY COPY
Attachment: RECEIVED
Distribution: AUG 2 9 2001
PERMIT 0 %Wffi
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03/26/2002 19:39 4258289443 HAVE A GREAT DAY PAGE 01
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TRIP CHARGE
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LOT 9, VISTA DEL MAR
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7821 -168th Ave NE
Redmond, WA 98052
(425) 747-1500 a Fax(425) 747.5403
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VIA: Courier Mail ( Fax: Date: Time: )
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:3 CITY OF EDMONDS
GARYHAAKENSON
MAYOR
121 STH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 • FAX (425) 771 �0221
DEVELOPMENT SERVICES DEPARTMENT
jne.1S90
Planning. Building • Engineering
May 9, 2001
liSl
Karol Heffler
Amwest Surety Insurance Company
9709 Third Avenue NE, Suite 200
Seattle, WA 98115
RE: Performance Bond — Antonina Kairez and George Kairez for Proiect Vista Del Mar 19117
Olympic View Drive, Edmonds, Washington Bond No.1348829)
Dear Ms. Heffler,
This letter is written to inform you that work to be completed under subdivision plat for Vista Del Mar
has not been completed within the time provided, The performance bond you issued, and referenced
above, provided that all work was to be completed by March 21, 2001. Accordingly, you are hereby
notified that the developer is in default of the bond and the City of Edmonds therefore calls the bond.
Please remit the sum of $200,000, the sum deemed necessary to complete the following improvements
required for development approval and that remain uninstalled:
i
Sidewalks Guard Rail
Mailboxes Road/Street Signage
Before we can sign off the plat as being 100 percent complete, all punch list items listed on the attached
k
letters to Mr. Kairez must be corrected,
It is our understanding that the developer plans to defer installation of the second lift of asphalt paving of
the street. If so, we will require a separate bond for this work. This bond must be in place before sign -off
of the plat.
As an alternative to remission of the sum above mentioned, the surety may, and is encouraged to, propose
a plan for completion of the above and attached required improvements at the cost of the surety and
developer.
Sincerely,
DAVID K. GEBERT, P.E.
City Engineer
DKG/ALC(cmc
€ Enclosures
? c: George Kairez
Enayat Aziz
D:Ufy DocumenutBnya�DEVEIATRavvnonClloa.doc' Incorporated August 11, 1890
Sister City - Hekinan, Japan
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CITY OF EDMONDS GARY HAAKENSON
121 5TH AVENUE NORTH - EDMONDS, WA 98020 • (425) 771-0220 • FAX (425) 771-0221 MAYOR
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
April 10, 2601
George Kairez
P.O. Box 3197
Lynnwood, WA 98046
SUBJECT: Punchlist from Public Works for Vista Del Mar Plat (193-216)
9117 Olympic View Drive (ED-62)
Dear George,
I have received the following punch list items from the Public Works Department for
your action.
Storm System
1. CBS 3, 4, 5, 6, 7 and 9 need to be mudded.
2. Existing City storm manhole on 178'H Place SW needs to be mudded.
3. CBS 2, 3, 10 and 17 need to be cleaned.
4. Dirt in storm lines between CB 13 and CB 16 (detention pipe).
5. Rocks in line between CB 16 and CB 18.
Sewer System
6. Clean line between manhole #1 and manhole #2.
7. Manhole #2 requires a cone top, not flat top.
8. Relay pipe between manhole #2 and manhole #5 to eliminate the drop. PLo
approval was given to install a drop pipe, and drop was not installed correctly.
9. Main line from manhole #5 to Lots 5 and 6 — bring clearout to grade and
install a looking cast-iron jamphole cover per City standards.
Water System
10. Lot #13 — Clean debris out of fire hydrant branch valve box and main valve
box.
11. Lot #4 — Raise hydrant branch valve box to grade.
12. All service lines that need to be extended must be extended to property lines
and raised to within 18" of finished grade.
• Incorporated August 11, 1890
Sister City - Hekinan, Japan
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April 10, 2001
Page 2
Please take all necessary action to correct the above deficiencies and all other previously ry P y
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identified punchlist items by April 30, 2001. Permit application will continue to be
1,
accepted, but permits will not be issued until items 8, 10, 11 and 12 listed above are
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completed.
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If you have any questions please call me at 425-771-0220, Ext.1324.,
Sincerely,
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Development Services Engineer
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CITY OF' EDMONDS GARY HAAKENSON
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MAYOR
121 5TH AVENUE NORTH • EOMONDS, WA 98020 • (425) 771.0220 • FAx (425) 771.0221
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DEVELOPMENT SERVICES DEPARTMENT
Planning • Building • Engineering
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February 27, 2001
George Kairez
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P.O. Box 3197
Lynnwood, WA 98046
SUBJECT: Punchlist for Vista Del Mar Plat (P-93-216) at 9117 Olympic View Drive (ED-62)
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Dear George,
cIn
Last week I did a site inspection to determine the plat requirements that have not been completed or
to a
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corrected. Listed below is my punchlist on the subject plat. The Public Works Departments will be on
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site next week to TV the sanitary and storm sewer systems and to look at the water main valves, hydrants
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etc. I will forward any punchlist items they may have after comparing them to my list, so as to ensure
in
there are no duplications.
items
It is imperative that all items not asterisked (except thefinal lift ofpaving, normal maintenance
and hydroseeding), be completed prior to the expiration of your bond on March 21, 2001.
k Maintenance for erosion control needs to be completed by March 5, 2001 and then continuously
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maintained. Hydroseeding should occur as early as possible. As I mentioned to you previously, you may
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bond for the final paving. The bond will be good only for one year.
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1. Street and stop signs are not installed.
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7-4
2. Adjust driveway grade of 18707 Talbot Road to meet new gutter.
3. Backfill behind all curbing.
4. Extend curbing at access entrance to meet the existing curb on the north side and to the back of
the walkway on the south side.
5. "Access Road Ends" sign is not installed.
6. Straighten/replace bent fence post on south side at entrance to site,
to
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7. Cap block wall; backfill and hydroseed slope.
0'
8. Install a fence atop the block wall or install a safety fence until the actual fence is installed.
m,
* 9. Fill in and hydroseed the exposed slope areas west of the end of the block wall.
10. Realign the catch basin (middle of the road) risers and clean out the catch basin.
11. Identify blank 2x4 painted stake near the gas line on lot 15,
* 12. Add steps in the storm manhole (in the road).
* 13. Grout storm pipe in Stomnceptor manhole.
14. Adjust fire hydrant. The center port must be 19" above the top of the club. Add a Stom adapter
with 4" fitting, per approved City standards.
15. Secure all loose utility markers adequately to prevent stakes from breaking offor falling.
j
* 16. Clean out catch basin in the turn -around.
•. Incorporated August 11, 1890 "
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George Kairez
February
27, 2001
Page 2 "
Kuirez Drive (92n' Place West)
17.
Secure all utility markers to prevent stakes from breaking off or falling and indicate depth of
utility.
* 18.
Install erosion fence along top of retaining wall on the west side, per City Standards.
* 19.
Cover exposed surfaces on the east side of the road with plastic and secure the plastic by staking
sandbags to the slopes.
20.
Install 5' wide concrete sidewalk per approved drawings.
21.
Extend water services to beyond the back of the sidewalk.
22.
Install water meter boxes to each lot and locate the boxes at the property line.
* 23.
Hydroseed slope on the west side of lot 12 and south of the retaining wall. Erosion on the slope
is visible.
* 24.
Grout riser/bricks at cb's #18 and #18a.
* 25.
Repair erosion fence behind the garage on Maple Manor and place erosion fence from the garage
to the curb.
26.
Uncover the water valve in the cul-de-sac landscape area.
27.
Adjust fire hydrant to 19" above the top of the sidewalk elevation and adjust the valve to finished
grade.
* 28.
Clean out catch basin in the eb #15.
* 29.
Provide erosion control at the radius to the access road to lot 6 at 91°`Place West.
30.
Install mailbox pad and mailbox canopy per approved drawings.
31.
Construct entry curb radii, handicap ramps as shown on the approved drawings.
32.
Install street lights as shown on the drawings.
4
33.
Install guardrails.
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34.
All street momumentation is not in place.
35.
The fence along Maple Manor is not constructed.
91, Place West
36.
Finish grading behind block wall and vegetate.
37.
Adjust fire hydrant to 19" above the curb height and install Storz adapter with 4" Stom fitting per
City standards.
38.
Connect wall drain to cb#8.
39.
install 5' wide sidewalk per approved drawings.
40.
Identify unmarked utility stakes.
* 41.
Place straw on all exposed surfaces.
General
42.
Provide as -built drawings for the entire site.
43.
Provide all geo-technical reports, tests, compaction tests, etc. for all work done on the site.
44.
Install signs on Olympic View Drive as shown on the approved drawings.
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e any questions, please call me
Sincerely,i
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—qar GARY HAAKENSON
CITY OF EDMONDS MAYOR
121 5TH AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • FAX (425) 771.0227
Website: wrvw,ci.edrronds.—a
DEVELOPMENT SERVICES DEPARTMENT
Ih c , 1890 Planning • Building • Engineering
August 15, 2001
George Kairez
P.O. Box 3197
Lynnwood, WA 98046
3
5 RE: Performance Bond (#1348829) !Maintenance and Paving Bonds
Plat of Vista Del Mar (P 93 216) 9117 Olympic View Drive (ED-62)
Dear Mr. Kairez,
t`
This is a follow-up letter to the letter we delivered to you on July 26, 2001 (copy enclosed) with
regard to the required maintenance bond. With the completion of the bonded items, you are
required to provide a two-year maintenance bond for all the plat improvements. The amount of
the bond is $75,000. Since you have not provided such a bond to date, until we receive the
maintenance bond and final paving bond,. r' r-no �itssu�v i} `Ui9ilSii{ a ttPi£g fof liNA?aVitlTirt
"*,,Pleas provide this office with the plat maintenance bond in the amount of
000 and the final paving bond by September 1, 2001.
Yo dare reminded that you must still complete all punchlist items before we can sign off your plat
as amp}ete. When you have completed all punch list items, please call Lyle Chrisman at
4254,71-0220 for the follow up inspection.
Smc �1y,
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16�VID K. GEBERT, PE
City Engineer
DKGIALC(cmc
i
c: Jeannine Graf, Building Official
ovdyoacwrcm.�,.MEVEW .k-4dK Incorporated August 11, 1890
Sister Citv - Hekinan, Japan
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FINAL PROJECT APPROVAL FORM
TO:
DATE:
MEMO TO: PERMIT COORDINATOR, BUILDING DIVISION
FROM: FIRE DEPARTMENT DATE
naxeeHow
ivti r}Ml� ENGINEERING DIVISION DATE
PLANNING DIVISION DATE
PROJECT
SITE ADDRESS� rV bU (� q % ✓Ld /
PERMIT # Q Q '� ' Jd2t 2ADB# DArTE INSPECTED_l 1 Z
DESCRIPTION OF WORK Tt ffE INSPECTED_
A field inspection was conducted to determine final compliance with approved plans. Final approval
denotes that there are no objections from the above signed Department to the release of
PERFORMANCE BONDS and the granting of
�' GRANT FINAL PROTECT APPROVAL
GRANT PROJECT APPROVAL WITH CONDITIONS NOTED
❑ Copy of CONDITIONS given to owner/contractor by inspector
I.
FAILED FINAL INSPECTION - OUTSTANDING ISSUES
u Copy of CORRECTION NOTICE given to owner/contractor by inspector
I.
2.
3.
RE -INSPECTED OUTSTANDING ISSUES - GRANT FINAL PROJECT APPROVAL
Date Sign
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RECORD OFINSPECTIONS
INSPECTOR
DATE APPROVED
SETBACKS .....................
FOUNDATION:
i
Footing ......................
Wall ..........................
Pier/Porch ...............:.
. Retaining Wall ...........
.. Slab Insulation ..........
.PLUMBING:.
Underground .............
_
'
Rough In
i Commercial Final ......
HEATING:..
Gas Test .................
P
4 Gas Piping ._.........
Equipment
-
Commercial Final .......
EXTERIOR SHEATHING.
NAILING .....................
FRAMING ......................
s� - FIRST FLOOR FRAMING...
1:.
INSULATION ...........:...:...
n• - Floor Insulation .:.......
i,
- Wall Insulation ...........
s - Ceiling Insulation ....._
SHEETROCK NAILING ...
SPECIAL INSPECTION ...
i
MISCELLANEOUS ..........
FINAL APPROVAL FOR
OCCUPANCY .................. B=�
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