BLD2004-0241DCI-ENGINEERS
D'AMATO CONVERSANO INC.
November 14, 2005
Mr. Ross Woods
Point Edwards LLC
Pier 70
2801 Alaskan Way, Suite 107
Seattle, WA 98121
5 LMooL�- OZ41
/. Mark DAmato - Guy A. Conversano
Elizabeth A. Jensen - Roger L. Heeringa - Mark D. Aden
Harr/ Jones 11 - Troy E. Bean - Tom C. Xia, Ph.D.
Richard L. Hemmen - Grant C. Buckingham
1, nin, rc-; c E W r-
q.
tl�OV 1 5 2005
j�.
Re: POINT EDWARDS BUILDINGS #3 AND #4
Edmonds, Washington
Dear Mr. Woods:
DCI Job #05-11-059
To the best of our knowledge, based on structural observation site visits and our construction
support service process, the primary structural system for Point Edwards Buildings 93 and #4
appears to be constructed in general conformance to the approved plans and structural general
notes. We are not aware of any outstanding structural deficiencies.
This letterdoes not address any other portions of the structure other than those areas mentioned,
nor does it provide any warranty, either expressed or implied for any portion of the structure. it
shall be understood that DGEngineers has not provided inspection of the structure.
If you have any questions, or need any further assistance give me a call.
Sincerely,
DClEngineers
RECEIVED
Jeff D. Brink, P.E.
Project Manager NOV 16 2005
cc: Bruce Moe, Longitude 12Z LLC BUILDING DEPT.
10900 NE 4TH STREET, SUITE 1200 - BELLEVUE, WA 98004 - PHONE (425) 827.2238 - FAX (425) 82T8986
BELLEVUE SPOKANE . FVERFT-r PORTLAN6 SAN DIEGO
t
09/07/2005 10:06
2067707�6�1'
LONGITUDE 122
0
PAGE 02/03
Ross W. Woods
Point Edwards LLC
2801 Alaskan Way. Suite 107
Seattle, WA 98121
TBE TOWN OF WOODWA
C WORKS
239�O 113th PLW —WoodX0J2Y, WA— 98020-5299
Phone (206) 542-0183
E-Mail p2blicw k�E@tomtn6voodway.&P
iL
http:jAvww.townofwoodway.com
... -,,,Subject: Pump Station Landscape Plan
Dear Mr. Woods;
September 1, 2005
MIOR,
KING
rl�
Cory
0�1) 1
S -6) 2005 L
EP MUD
TRIAD DEVELUN";
The landscape plan submitted on August 23 d , 2005 is in keeping with the Towns intent to revegetate the
Pine Street Pump Station site with native plantings. This landscaping plan is submitted as a supliment to
Right of Way permit 02004-02. Finish grading of this area will drain, away from the road surface. Nor to
placing the plants soils will be prepared by removing all debris, amending soil to support vibrant plant
growth, and planting healthy plant stock in a manner in keeping with proper horticultural practices. The
two access areas that are identified on the plans as gravel will be constructed as prescribed by the City of
Edmonds to acomidate the finished design -
Please feel free to call if you bave amy questions.
4 T y
t S
404__�
Randall Bums,
Director of Public Works
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CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 * FAX (425) 771-0221
Website: wwwci.edmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
June 20, 2005
Mr. Ross W. Woods
Point Edwards, LLC
2801 Alaskan Way, Suite 107
Seattle, WA 98121
GARY HAAKENSON
MAYOR
RE: Point Edwards Condominiums Development, Sewer Lift Station, Amount
Owed to the City per Amendment Number 1 to Lift Station Agreement
Dear Ross:
The Pt Edwards Condominium Development sewer lift station wasdetermined to be
66 completed, approved by the City and in full operation" for purposes of Amendment
Number 1 to the Lift Station Agreement as of June 15, 2005. According to the terms of
the Lift Station Agreement, Pt Edwards LLC shall pay to the City an amount of $23,917
as follows and as determined in the enclosed calculations:
• For period from April I to June 1, 2005 $15,750
• For period from June I to June 15, 2005 $8,167
Total $23,917
Please submit a check by July 15, 2005 in this amount made payable to the City of
Edmonds.
If you believe that you are entitled to a time extension related to the liquidated damages
for the period from June 1 to June 15, 2005, please submit written justification clearly
delineating and explaining the causes that were beyond your control and how you
determine the number of days of time extension you believe are justified pursuant to the
liquidated damages provisions of the Lift Station Agreement.
X/I
/ 1-66;�
Si#c ely,
E V. BOWMAN
Development Services Director
Cc: Dave Gebert, City Engineer
.A4arie Harrison, Permit Coordinator
LOG ITEM Incorporated August 11, 1890
C:-A-- f-:4— LJ-1,; - T - -
June 20, 2005
Calculation of Amount Owed to City by Pt Edwards LLC per Amendment
Number I to Lift Station Aueement
1. For period April 1 through June 1, 2005:
April I to June I = 8 weeks and 5 days (8 and 5/7 weeks)
Per Amend #1 to Lift Station Agreement, 9 X $1,750 = $15,750
2. Liquidated Damages for period from June 1 to June 15, 2005 substantial
coMpletion date:
Time from June I to June 15 = 14 calendar days
LD = (.5)(.15)C/T X 14 days
C = Original construction contract amount
= $564,275 + $50,220 (8.9% sales tax) = $614,495
(per Ross Woods e-mail dated March 25, 2005)
T = from January 12, 2005 approval of plans to March 31, 2005
= 79 days
Therefore, LD = (.5)(.15)($614,495)/79days X 14 days
= $583.38/dayX 14 days= $8,167
Total = $23,917
LOG ITEM
0
13
COMMONWEALT14 LANI) TITLE INSURANCE COMPANY
14450 N.E. 29th Place I Bellevue, IVA 98007 1 425457-7�301 1 800-441-7701 1 filx425-882-7379
Commonwealth
i 1-111A.'-ILM
April 5, 2005
City of Edmonds
c/o City Development Services
APR 5 Mi
RE: Point Edwards Project
Gentlemen:
The Copipany hereby agrees to abide by Ainendment Number 1 t,-� Lift
Station Agreement, dated April — 2 2005, as submitted to us; it
being an amendment of an Agreement dated December 17, 2004, between
the City of Edmonds and Point Edwards LLC.
Commonwealth Land Title of
Puget Sound, LLC
by
Randall McCrory,-O'title bf
LOG FEM #_&O
. V -
W&
RECEIVED
APR 12 2005
PERMIT COUNTER
April 11, 2005
Mr. David K. Gebert
City of Edmonds
121 5 th Ave North
Edmonds, WA 98020
RE: LIFT STATION TITLE ASSURANCE
Dear Dave,
RECEIVED
APR 12 2005
`-�NGINEERING DIVISION
As discussed, here is the original letter from Commonwealth Land Title Insurance Company referenced in
Amendment Number I to the Lift Station Agreement.
Sincerely,
Point Edwards LLC
Shana Hinds
Administrative Assistant
2801 Alaskan Way, Suite 107 206-374-0414 office
Seattle, WA 98121 L 206-374-0415 fax
109V6 ON YH/YJl 90:6,,_JU qooz/qZ/V0
Eo'd -ibioi
COMMONWFAI;J-11 LAND Ti-i-u." INSURANCE COMPANY
74450 N.H, Z9tb Place 1 F40110141(?, WA98007 1 425-451-�301 1 800,441-7707 1 ftfx,12.5-882-7379
Commonwealth
April 28, 2005
City of Edmonds
C/o City Development Services
RE; Point Edwards Project
Gentlemen:
The Company has transferred title to 23 units in the above referenced project
'to new Owners.. Pur!�uant to the Sewer Lift Station Agreement and our letter of
April 5, 2005. no further recording of Deeds,�conveying title will be dope by
our Company until such time as we recieve. notification from The City of
Edmonds that additional title may be transferred.
Commonwealth Land Title of
Puget So nd, LC
b
Randall McCrory, Title Offt�er
LOG ITEM
EOIEO'd 26S89V9SEV SO:OT SOOE-K-Ndb
Tax Parcel ID#: 270326-001-024-00, 270326-001-026-00, and 2703264-W2-006-00
Legal Description: See Exhibit A to Lift Station Agreement 'dated December 17, 2004.
AMENDMENT NUMBER 1
TO
LIFT STATION AGREEMENT
WHEREAS, the City of Edmonds, Washington (hereinafter "City") and Point Edwards
LLC (hereinafter "Developer") entered into a Lift Station Agreement on December 17, 2004
regarding temporary discharge of sewage from Building 1, the Amenity Building, the Pool
Building and the Maintenance Building of the Point Edwards Condominium Development
(hereinafter the "Project") and small amounts of wastewater from Building 2 of the Project to the
existing City of Edmonds lift station during the construction of the new lift station; and
WHEREAS, the Developer has signed purchase and sale agreements for a total of 23
units 'in Buildings 1 and 2 with closing dates on or before April 20, 2005; and
WHEREAS, the Developer has determined that the new sewage pumps and other
equipment for the new lift station will not be delivered until May 2005 and, therefore, the new
lift station will not be completed by April 20, 2005; and
WHEREAS, Commonwealth Land Title of Puget Sound LLC (hereinafter "Title
Company"), 14450 NE 29'h Place, Bellevue, WA 98077 is issuing title insurance policies for the
Project units, and the Developer guarantees that Commonwealth Land Title of Puget Sound LLC
is the only title company that will do so for the Project; and
WHEREAS, the Developer guarantees that title for no more than 23 residential units total
in Buildings I and 2 of the Project will be transferred to any party other than the Developer, and
that no more than 23 residential units total in Buildings I and 2 of the Project will be occupied
until the new lift station is completed, approved by the City and in full operation; and
WHEREAS, the Developer agrees to compensate the City for all of its costs of preparing,
reviewing, and executing this A . mendment Number I to the Lift Station Agreement; NOW,
THEREFORE, in consideration of the promises contained herein and the mutual benefits to be
derived, the Parties hereto agree as follows:
The underlying Lift Station Agreement of December 17, 2004 between the Parties, incorporated
by this reference as fully as if herein set forth, is amended in'. but only in, the following respects:
A. Replace Sections of Agreement: Replace the specific numbered sections of the Lift Station
Agreement dated December 17, 2004, with the new sections of the same number as follows:
LOG ITEM #-O�?-
(WSS560243.DOC;1/00006.900000/1
1. Use of Existing Lift Station. The City agrees to allow the Developer temporary use of
the existing lift station, located at 100 Pine Street, for the discharge of sewage from the
Amenity Building and the Pool Building (85 Pine Street), and the Maintenance Building (93
Pine Street), and for no more than 23 residential units total in Buildings I and 2 during
construction of the Project. This Agreement must be fully executed before any residential
units in Building 2 are occupied.
No water from the swimming pool shall be discharged into the existing lift station without
first coordinating with and obtaining prior written approval from the City.
The developer shall install screening devices or, through other means, prevent any
construction debris from entering the lift station.
At the sole discretion of the City Building Official, Temporary Certificates of Occupancy
(TCO) and/or Certificates of Occupancy (CO) may be issued for Buildings 1 and 2, the
Amenity Building, the Pool Building and/or the Maintenance Building while temporary
connection to the existing lift station is in place. However, no more that 23 residential units
total in Buildings I and 2 may be occupied until the new lift station is completed, approved
by the City and in full operation.
2. Completion of New Lift Station. The new lift station shall be completed, approved by
the City and in full operation no later than June 1, 2005.
I
�. Liquidated Damages. If t1he new lift stationis not completed, approved by the City and
in full operation by June 1, 2005, the Developer shall pay to the City liquidated damages for
each and every calendar day after June 1, 2005 until the new lift station is completed,
approved by the City, and in full operation. Such approval by the City shall not be
unreasonably withheld.
Liquidated damages shall be in the dollar amount per calendar day of 50% of the amount
calculated using the formula 'in the ' 2004 edition of the Washington State Department of
Transportation (WSDOT) Standard Specifications for Road, Bridge, and Mumicipal
Construction, Section 1-08.9, "Liquidated Damages", as follows:
LD =.50 times 0.1 5C divided by T
Where:
LD = Liquidated damages in dollars per calendar day.
C = Original contract amount in dollars forconstruction of the new lift station.
T = Time in calendar days from the day (after City approval of plans and
specifications for the new lift station) that the Developer provides written
notice to proceed to the lift station construction contractor to the original
required completion date of March 31, 2005.
LOG ITEM
(WSS560243.D0C;1/00066.900000/) 2
Daily time extensions beyond June 1, 2005 shall be allowed only for excusable delays
that are beyond the control of the Developer and beyond the control of the Developer's
consultants, contractors, subcontractors, suppliers, and/or vendors, etc. at any tier.
Examples of excusable delays for which time extensions will be allowed include
unuspAlly severe weather for the time of year and location the construction is performed;
fire or other casualty for which the Developer, or the Developer's consultants,
contractors, subcontractors, suppliers, and/or vendors, etc. at any tier are not responsible;
strikes; and unreasonable delays in review or approval of the Developer's properly
prepared submittals, performance of inspections, or other unreasonable delays caused by
actions or neglect by the City subsequent to the execution of this Agreement. Liquidated
damages will not be assessed for any days of time extension so allowed.
B. Add New Sections to -the Amement. Add the following new sections to the Lift Station
Agreement dated December 17, 2004:
9. Bypass System Capacity. The Developer shall ensure and guarantee that the
Developer's temporary bypass pumps, systems and procedures are adequately designed,
sized and implemented to handle whatever sewage flows enter the lift station, including any
and all flows from the Project and the Town of Woodway, and shall indemnify and hold the
City harmless for any failure or inadequacy of the bypass system pursuant to Section 4,
Indemnity, of the underlying Lift Station Agreement dated December 17, 2004.
10. Developer Guarantee. The Developer guarantees that title for no more than 23
residential units total in. Buildings I and 2 of the Project will be transferred to any party other
than the Developer, and that no more than 23 residential units total in Buildings I and 2 of
the Project will be occupied until the new lift station is completed, approved by the City and
in full operation. Within 15 days after execution of this Amendment Number 1, the
Developer shall submit to the City written assurance from the Title Company that title for no
more than 23 residential units total in Buildings I and 2 of the Project will be transferred to
any party other than the Developer until the new lift station is completed, approved by the
City and in full operation.
11. Reports. The Developer shall submit to the City Development Services Director a
weekly report including a complete and accurate listing of all residential units occupied in
Buildings I and 2 and the date on which each unit was occupied.
12. Penalties. In the event that any more than 23 residential units total in Buildings I and 2
of the Project are occupied before the new' lift station is completed, approved by the City and
in full operation, the Developer shall pay a monetary penalty to the City in the amount of
$ 10,000 per each residential unit in excess of 23 that is occupied.
13. Compensation. Within 30 days after execution of this Amendment Number I to the Lift
Station Agreement, theDeveloper shall pay to the City an amount of $1,095 to comp6nsate
the City for its actual costs of preparing, reviewing, and executing this Amendment Number
I to the Lift Station Agreement.
LOG ITEM #-121Z
(WSS560243.DOC;1/00006.900000/) 3
In addition, as consideration for release from the obligations created under paragraphs 2 and
3 of the underlying Lift Station Agreement, the Developer shall pay to the City an amount of
$1,75 ' 0 per week for each and every week or portion thereof after March 31, 2005 until the
lift station is completed, approved by the City, and in full operation or until June 1, 2005,
whichever occurs first. This payment shall be to compensate the City for its estimated actual
outside costs of Droiect insiDection after the March 31. 2005 recuired corr, letion date
previously agreed to in the underlying Agreement. If the
approved by the City and in full operation until after June
pay the City liquidated damages in accordance with pz
above. Such payments shall be made by the Developer
completion of the new lift station.
,iew lift station is not completed,
1, 2005, the Developer shall also
-agraph 3, Liquidated Damages,
to the City within 30 days after
C. In all other respects, the underlying Agreement between the Parties shall remain in full force
and effect, amended as set forth herein, but only as set forth herein.
DONE THIS S -A day of Aeou 1, , 2005.
CITY OF EDMONDS
ATTEST/AUTHENTICATED: By: May� (farolaakenson
'dw'A� Qd' t-A&I4.4me-
Sandra S. Chase, City Clerk .
FORM:
OFFICE
W. Scott Snyder
LOG ITEM# 14F
POINT EDWARDS LLC
Byi7—�
Frederick W. Grimm
IWSS560243.DOC;1/00006.900000/1 4
'00"
STATE OF WASHINGTON)
COUNTY OF
On this day, personally appeared before me1j�r(KU,-C_1j- LD. the
vyyknn!�qz— of POINT EDWARDS LLC, and stated that he/she is
authorized io sign this instrument on behalf of said company for the uses and purposes therelli
mentioned.
SUBSCRIBED AND SWORN TO before Ti/this day of 2005.
C,4/?
4,, N
T A,
Print Name
-*&a \C, My Commission expires: -Q- -0
A
0-27 A0, �F
14,11 0,P WASO', -Z�-
4111k\\\
LOG ITEM# LA'&I'
(WSS560243.DOC;1/00006.900000/) 5
41
OLYMPIC VIEW WATER & SEWER DISTRICT
23725 Edmonds Way Phone (425) 774-7769
Edmonds WA 98026-8981 Fax (425) 670-1856
January 12, 2005
Duane Bowman
Development Services Director
City of Edmonds
1215" Ave. N.
Edmonds, WA 98020
Board Of Commissioners
....................
John E Elsasser
Patricia L Meeker
Lora L Petso
U
Pa E C 7 NP U F n-
JAN I 20n5
DEVELOPMENT SERVICES
RE: Woodway Park Wastewater Lift Station -Transfer of Ownership
Dear Mr. BowmanlOw6�
Thank you for providing notice that the city approved the beginning of work on the Point Edwards
Lift Station.
AS detailed in our inter -local agreement, attached is the executed deed to the existing Woodway
Park Wastewater Lift Station. In accordance with the agreement this comp es the t nsfer of
lew to the City of Edmonds.
the ownership of the lift station from Olympic V let ra
I will contact Noel Miller and arrange to have the locks changed. I understand the respective field
crews have met and the city crews are up to date on the operation of the station. In addition, we
will provide Noel all appropriate drawings, maps, and service manuals.
I will also notify the utilities providing service to the site of this change in ownership. I expect Noel
will need to set up service accounts with them.
Until Noel can arrange to have the SCADA incorporated into the City's system we will. continue to
monitor the status alarms at the station. We have been given the names and numbers of the
technicians we are to notify if the, station needs attention.
If you have any questions or would like to discuss this matter in further detail, please call or
contact me at Lo_���_
Sincerely,
OLYMPIC VIEW WATER AND SEWER DISTRICT
Roger C. Eberhart, PE
General Manager
RCE/rce
Enclosure
F:\ROGER\Edmonds\Woodway Lift Station\Deed Transfer.doc
LOG ITEM #
CHATTEL DEED
Know All Men By These Present That Olympic View Water and Sewer District, a
municipal corporation, hereinafter referred to as the "Seller", in consideration of $ 10.00
and other valuable consideration, do hereby sell, assign, convey, transfer to the City of
Edmonds, a municipal corporation, hereinafter referred to as the "Purchaser" the
following chattel:
The Woodway Park Wastewater Lift Station as detailed in an executed Interlocal
Agreement between the Seller and the Purchaser including;
> One Smith and Loveless Ecodyne Wet well Mounted Pump Station- 100 gpm. @
35.5ft. TDH.
> Cummins/Onan 35 KW Generator Set -model 35DGBB
> 780 LF 4" Class 160 PVC Forced Main
> Miscellaneous Electrical, Mechanical, Structural and Site Improvement
Appurtenances
The Seller, Olympic View Water and Sewer District, is providing the Purchaser the
aforementioned chattel AS IS, WHERE IS AND WITH ALL FAULTS and WITHOUT
RECOURSE regarding the condition of the aforementioned chattel, except as detailed in
the Interlocal Agreement, Olympic View Water and Sewer District, the Seller, makes NO
EXPRESSED or IMPLIED WARRANTIES or GUARANTEES of any kind regarding
the aforementioned chattel.
Dated this - 3AA day of (A6,YU_koALk 2005.
U
OLYMPIC VIEW WATER AND
SEWER DISTRICT
v /-/-?
By :�� P-e— A 0
t6ra L. Petso, President
By
Vice President
BY_
,76hn E. Elsasser, Secretary
LOG ITEM #_ / /��_
Page I of 2
\Wtring\ovdata\SHARE\ROGER\Edmonds\Woodway Lift Station\chattel deed.doc
STATE OF WASHINGTON)
) ss.
COUNTY OF SNOHOMISH)
On the 3tok-- day of January, 2005, before me, the undersigned Notary Public in
and for the State of Washington, duly commissioned and sworn, personally appeared
Patricia L. Meeker, John E. Elsasser and Lora L. Petso to me known to be the
Commissioners of Olympic View Water and Sewer District, a municipal corporation, that
executed the foregoing instrument, and acknowledged the said instrument to be the free
and voluntary act and deed of said corporation, for the uses and purposes therein
mentioned, and on oath stated that they are authorized to execute the said instrument.
Witness my hand and official seal hereto affixed the day and year first above
written.
NOYARY PUBLIC in and for the State
of Washington, residing in Aq.
My Commission Expires: 0--a - ae 3u�
LoG EM #-J.Zba—
Page 2 of 2
\\Mtring\ovdata\SHARE\ROGER\Edmonds\Woodway Lift Station\chattel deed.doc
pa�
December 13, 2004
Ca E V E 1)
DEC 1 2034
1)EVELCS1,'SNT SERTCEs
-4�1 17
Duane Bowman VIA COURIER
City of Edmonds
Development Services Department
121 5 th Avenue North
Edmonds, WA 98020
RE: LIFT STATION AGREEMENT
Dear Duane,
Enclosed, please find the signed and notarized Lift Station Agreement for Point Edwards to be
completed by the City of Edmonds. Please send us a copy once the document has been fully
executed.
Sincerely,
Point Edwards, L
Ross W. Woods
2801 Alaskan Way, Suite 107 206-374-0414 office
Seattle, WA 98121 206-374-0415 fax
ross@pointedwards.com 206-617-7155 cellular
M 0__�
LOG ITE
Tax Parcel ID#: 270326-001-024-00, 270326-001-026-00, and 270326-002-006-00
Legal Description: See Exhibit A
LIFT STATION AGREEMENT
WHEREAS, the Point Edwards LLC is in the process of developing a condominium
development to be known as Point Edwards, the "Project"; and
WHEREAS, the City of Edmonds, Washington is a municipal corporation charged with
the review and approval of the Project; and
WHEREAS, Point Edwards LLC requests authorization from the City of Edmonds to
temporarily discharge sewage from Building 1, the Amenity Building, the Pool Building and the
Maintenance Building to the existing City of Edmonds lift station during the construction of the
new lift station, the completion of which is required as a condition of approval of the Project; and
WHERERAS, the estimated peak sewage flow from Building 1, the Amenity Building,
the Pool Building and the Maintenance Building, as calculated and provided by Point Edwards
LLC, is approximately 15 gallons per minute (gpm); and
WHEREAS, this peak sewage flow appears to be within the available capacity of the
existing lift station; and
WHEREAS, Point Edwards LLC also requests authorization to discharge small amounts
of waste water from Building 2 during construction of the Project for purposes of construction
cleaning only; NOW, THEREFORE
The Point Edwards LLC, a Washington Limited Liability Corporation (hereinafter
"Developer") and the City of Edmonds, Washington, an optional code municipal corporation
(hereinafter "City") have entered into this Agreement in consideration of the promises contained
herein and the mutual benefits to be derived:
I . Use of Existing Lift Station. The City agrees to allow the Developer temporary use of
the existing lift station, located at 100 Pine Street, for the discharge of sewage from Building 1
(71 Pine Street), the Amenity Building and the Pool Building (85 Pine Street), and the
Maintenance Building (95 Pine Street) during construction of the Project, and for the discharge
of small amounts of waste water from Building 2 (61 Pine Street) during construction of the
Project for purposes of construction cleaning only. This Agreement must be fully executed
before any such use takes place.
Neither water from the swimming pool nor waste water of any kind from Building 2 shall be
discharged into the existing lift station without first coordinating with and obtaining prior written
approval from the City.
LOG ITEM #-��
JWSS560243.D0C;1/00006.900000/)
The developer shall install screening devices or, through other means, prevent any construction
debris from entering the lift station.
At the sole discretion of the City Building Official, Temporary Certificates of Occupancy (TCO)
and/or Certificates of Occupancy (CO) may be issued for Building 1, the Amenity Building, the
Pool Building and/or the Maintenance Building while temporary connection to the existing lift
station is in place. Building 2 and/or any other buildings in the Project shall not receive TCO
or CO, may not be occupied, and may not discharge sewage into the sewer system until
construction of the new lift station is complete and approved by the City.
The plans and specifications for the new lift station shall meet all requirements of the City and be
approved by the City for construction prior to connecting Building 1, the Amenity Building, the
Pool Building, the Maintenance Building and/or Building 2 to the existing lift station or
discharging sewage or waste water of any kind from these buildings to the existing lift station.
The Developer shall submit and have approved by the City a complete and comprehensive sewer
bypass plan for the period of construction of the new lift station that includes a bypass plan for
the sewage from Building 1, the Amenity Building, the Pool Building and the Maintenance
Building and for the waste water from Building 2 prior to connecting Building 1, the Amenity
Building, the Pool Building, the Maintenance Building and/or Building 2 to the existing lift
station or discharging sewage or waste water of any kind from these buildings to the existing lift
station.
2. Completion of New Lift Station. The new lift station shall be completed and in operation no
later than March 31, 2005.
3. Liquidated Damages. If the new lift station is not completed, approved by the City and in
operation by March 31, 2005, the Developer shall pay to the City liquidated damages for each
and every calendar day after March 31, 2005 until the new lift station is completed, approved by
the City, and in operation. Such approval by the City shall not be unreasonably withheld.
Liquidated damages shall be in the dollar amount per calendar day of 50% of the amount
calculated using the formula in the 2004 edition of the Washington State Department of
Transportation (WSDOT) Standard Specifications for Road, Bridge, and Municipal
Construction, Section 1-08.9, "Liquidated Damages", as follows:
LD = .50 times 0. 15C divided by T
Where:
LD = Liquidated damages in dollars per calendar day.
C = Original contract amount in dollars for construction of the new lift station.
T = Time in calendar days from the day (after City approval of plans and
specifications for the new lift station) that the Developer provides written
notice to proceed to the lift station construction contractor to March 31, 2005.
LOG ITEM #-_4�7
(WSS560243.DOC;1/00006.900000/1 2
Daily time extensions beyond March 31, 2005 shall be allowed only for excusable delays that are
beyond the control of the Developer and beyond the control of the Developer's consultants,
contractors, subcontractors, suppliers, and/or vendors, etc. at any tier. Examples of excusable
delays for which time extensions will be allowed include unusually severe weather for the time
of year and location the construction is performed; fire or other casualty for which the
Developer, or the Developer's consultants, contractors, subcontractors, suppliers, and/or vendors,
etc. at any tier are not responsible; strikes; and unreasonable delays in review or approval of the
Developer's properly prepared submittals, performance of inspections, or other unreasonable
delays caused by actions or neglect by the City subsequent to the execution of this Agreement,
Liquidated damages will not be assessed for any days of time extension so allowed.
4. Indemnity. The Developer promises to indemnify and hold harmless the City of Edmonds,
its officers, agents and employees from any claim, loss or liability of any kind or nature arising
from or out of the temporary use of the City's existing lift station or the discharge of sewage or
waste water from Building 1, the Amenity Building, the Maintenance Building, the Pool
Building, Building 2 or any other building of the Project to the City's existing lift station, or in
any way arising or resulting from the execution or existence of this Agreement. This promise to
indemnify and hold harmless shall include reasonable costs of legal defense by counsel of the
City's choosing. The indemnitor Developer also waives any immunity which it may have under
Title 51 RCW to, but only to, the extent necessary to indemnify the City, its officers, agents and
employees. This indemnity and hold harmless agreement has been mutually negotiated as a part
of this agreement. Nothing herein shall be interpreted to require the Developer to indemnify the
City from the intentional wrongful acts of its officers, agents, or employees or the concurrent
negligence of the City, as determined in accordance with the laws of the State of Washington.
5. Suspension of Service. The City shall have the right to suspend flows and/or service in
accordance with its normal standards of service or upon violation of any term of this Agreement,
or for any significant violation of the State building code. The Developer shall release,
indemnify and hold harmless (in accordance with paragraph 4, Indemnity, above) the City from
and claim or damages resulting from such suspension of service.
6. Legal Description. The following legal description is and shall be applicable to this
agreement.
Benefited Land. This agreement shall be deemed to benefit the Developer's property, and
to touch and concern the land to the end that the obligations of this Agreement shall run with the
land. The benefited parcel is described on the attached Exhibit A and incorporated by this
reference as fully as if herein set forth.
7. Entire Agreement; Amendment. This is the entire agreement between the parties. Any
prior understanding, written or oral, shall be deemed merged with its provisions. This
Agreement shall not be amended except in writing with the express agreement of the parties
hereto.
8. Venue. Venue for the interpretation and/or enforcement of this Agreement shall lie in
the Superior Court of Snohomish County, Washington.
LOGITEM#-�z
(WSS560243.DOQ1/00006.9WOOO/) 3
DONE THIS - day of - -i 2004.
ATTEST/AUTHENTICATED:
Sandra S. Chase, City Clerk
APPROVED AS TO FORM:
OFFICE OF THE CITY ATTORNEY:
W. Scott Snyder
STATE OF WASHINGTON)
COUNTY OF kInq
'Ili
On this day, personally apf
Panaqk�r 0
authorized to sign this instrument on
mentioned.
CITY OF EDMONDS
M.
Mayor Gary Haakenson
POINT EDWARDS LLC
-ared before me the
I POINT EDWARDS LLC, and stated that he/she is
behalf of said company for the uses and purposes therein
SUB� -k
,&WBED AND SWORN TO before me this day of -SiWber, 2004.
'0� 'till
to it
NOTARY
;Fez
0
is �; lVa. deteoew�
Print Name
My Commission exp
Z ires:
Z
OF V40F,6-
114A\\
�-00 ITEM #—�L
(WSS560243.D0C;1/00006.900000/) 4
EXAI-'drr A
BASS OF BEMNG&
SHORT PLAT REa NO. InO1160175
i
LEGAL DE=IPTION.
PARCEL P.-
LOT -% CITY OF EDMONDS SHORT PLAT (&-98-018) RECORDED UNDER AtIDITDR7S FILE
NUMM 9alO055OD4 ONG A PORTION OF GOVMNMENT LOT 3 IN SECTION 23 AND
GOVERNIAWT LOT I AND PORTION OF THE NORINWEST QUARIER OF THE NORTHEAST
QUARTER OFROMON 96, ALL IN IOWNSHIP Zn, NORIK RANGE 3 CAST, W.M., RECOR13S
OF SNOHOMISM COLINW. WASWGION.
EXCEPT THAT PORTION' OF LOT 3 CITY OF EDMONDS SHORT PLAY (S-98-010) DESCRIBED
As FMOWS!
COMMMONG AT THE 10ERSM-MOR OF ME EAST UNE OF SAID LOT .3 CITY of rDmONDs
SHORT PLAT (%418-018) AND PIKE STREET EXT04M (216TH MEET SW`):
INENCE NORTH 0lWOl' EAST ALONG WM EASTERLY UNE 211.55 FEET,
THENCE NORTH 5XWW VOW 009.00 FEET.
THENCE SOUTH TIM3'lar WW 4IQ77 IFEET,
THENCE SOUTH 78'34!4T WEST IOM31 FEET TO THE IRUE POINT OF BEGINNING:
THENCE SUM 7UM4(r MST 272.90 FEET TO IK E&STERLY MARGIN OF TK
BU"GTON NORI"MKr'R[GNY OF WAt
NENCE SWIN 42'WSe WMTJUM0 SAID MARGIN A DISTANCE OF 32172 FEET 70 A
POINT INCH KARS SbUTH e'Oitr WW FROM Ta TRUE POINT OF BEGINNING;
THENCE WORTH 59-0117"' EAV_L-50.66 FEET TO THE IRW POJNT OF BE61NNING:
70WHER WITH THAT iPORTION OF LOT 2 OF CITY OF EDMONDS SHORT PLAT (S-98-1310)
DESCRIBED AS FOLLOV&
COMMENCING AT THE iNTERSI=ON OF THE EAST UNE OF LOT 3 CITY OF EDMONDS
SHORT PLAT (S-28-018) AND PINE STREET EXTENSION (216TH STREET SV.
THENCE NOW OlVVO1' EAST ALONG SAID EAST UNE 211.56 FEET.
THENCE NORIH 52-39'P9- WEST 909.08 FWT-.
THENCE scurTH 7SS3'451 WEST 410-77 FEET-,
THENCE SOUTH 70100' MY 190.31 FEET TO THE TRUE: POINT OF 19EGINNING:,
INENCE NORIH 5901�17v EAST 2az97 rEET-
THENCE MORIN 89'31015" LAST 359-47 FEET To THE MOST NORTHERLY CORNER Or SAID
LOT 3-.
THENCE SOUTH 75'5315" WEST 410.77 FEET TO A POINT WHICH BEAR$ NORTH 7814'50"
EAST FROM THE IME POINT OF BEGINNING;
TtIENCE SOM 78'54%0* WEST 120-31 FEET TO THE TRUE POINT OF BEGINNING:
ALSO KNOWN AS PARCEL B OF CITY OF EDMONDS BOUNDARY UNE ADIUSTMENT
RECORDED UNDER AUDITOR'S FILE NUMBER 2002CO45001, AND CORRECTION THEM70
RECORDED UNDER AUprilOR'S FILE NUMBER 2002042SIU76, RECORDS OF SNOHOMISH
COUNTY, WASHINMN.
PARCEL &
lliA`( PORTION OF GOVERNMENT LOT 1. SECTION 26 AND THE NORTHWEST QUARTER OF THE
NORTHEAST QUARTER OF SEWION 26 IN TOWNSHP 27 NORTH ' 'RANGE 3 CAST, W.M., IN
SNOHOMISH CWNTY, I WASHINGTON DESCRIBED AS FOLLOWS:
BEGINNING AT A CONCRETE MONUMENT AT 'THE SOUTHWEST CORNER OF THE'NORTHWEST
QUARTER OF THE NORTHEAST QUARTER OF SAID SF-07ION 26;
THENCE NORTH sami,45, WEST ALONG THE SOUTH LINE OF SAID GOVERNMENT LOT 1, A
DISTANCE OF 527.88j FEET;
THENCE NORTH 21'35'00* WEST IM47 FEET 70 THE POINT OF CURVATURE OF A CURVE
TO THE RIGHT HAVINO A RAMS Of 20.OD FEET;
THENCE NORTHERLY MANG SAID CURVE 86.57 FEE-1 TO A POINT OF A COMPOUND CURVE
HAVING A RADIUS OF le&oo W-,
THENCE EAMMY ALONG SAID WRVE 213.10 FEET TO THE POINT OF TANGENC�r,
THENCE SOUTH 65WOV EAST 37-89 FEET TO 'THE POINT OF CURVATURE OF A wR%E
TO THE 11GHT HAVING A RADkX OF 480.00 FEE1%.
TtENCE SOUTMEAMMY ALONG SAID CURVE $9.81 FEET TO THE POINT OF TANGENCT;
THENCE SOM 54"s;2461 LAST 2o7.70 FEET To THE POINT or WRVATURE OF A CURVE
TO THE LEFT 14AVMC A RADIUS OF WADO FEET. -
THENCE SOUTH
NSRLY ALONG SPJD CURVE 187.64 FEET TO A POINT- ION THE SOUTH
LINE OF . WEST QUARTER 01771HE NORIHEASIT QUARTER, SAID POINT BEING
SOU7H 11 .5146, B&IIII FEET FROM THE POINT OF OWNNING;
THENCE MOM 0741146" WEST ALONP SAM SOU11H LINE 83-10 FIbET TO TK POINT OF
BEGM441NOL
(BONO PARCEL III OF CITY Of EDMONDS SHORT PLAT RECORDED UNDER AuIDITOR'S nLE
NUMEER 8101160175),
SITUATE IN THE GOONTY OF SNOHOMISH, STATE OF WASHINGTON.
oG iTEM
Penhallegon Associates Consulting Engineers, Inc. RECEIVED
Engineering SEP - 8 2003
Planning BUILDING DEPT.
Surveying
August 22, 2003
Mr. Greg Krabbe
Triad Associates
11814 115 'h Avenue NE
Kirkland, Washington 98034
RE: Point Edwards Lift Station Design Criteria
Dear Greg:
Background
This letter presents the analysis and development of the design criteria for a new wastewater lift
station to serve portions of the Town of Woodway and the City of Edmonds. The lift station will
replace the existing Woodway Estates lift station and is being constructed to serve the existing and
future development within that station's current service area in the Town of Woodway as well as high -
density development proposed for the adjacent Unocal property located in the City of Edmonds.
The existing Woodway Estates lift station is a 100 gallon per minute (gpm) Smith and Loveless above -
grade station constructed as a part of the Woodway Estates development in the early 1980's. The
station is the municipal responsibility of the Town of Woodway but is operated and maintained by the
Olympic View Water and Sewer District through a contract agreement. The station's 4-inch discharge
force main connects to the City of Edmonds collection system for eventual treatment at the Edmonds
Wastewater Treatment Plant. The station is located on property owned by the Town of Woodway. The
discharge force main passes through a 12-inch sleeve under SR 104.
The proposed new station will be located on the same piece of Woodway-owned property as the
existing station but operation and maintenance will become the responsibility of the City of Edmonds
through a future interlocal agreement between the Town of Woodway and the City of Edmonds. As
such, it will be designed and constructed to City of Edmonds technical standards. Wastewater will
continue to be discharged into the City of Edmonds collection system. The new lift station force main
will be 6-inch diameter and will utilize the existing casing under SR 104.
Pump Stadon Sizing
The service area for the existing lift station is shown on the attached sketch. The service area is
approximately 218 acres in size and is comprised exclusively of R43 (60 acres at minimum lot size I
acre) and R87 (152 acres at minimum lot size 2 acres) zones. This zoning is not anticipated to change
during the life of the new lift station. All other areas in the Town of Woodway are served by gravity or
alternate means so the service area will not expand.
Federal Way
253.568.6500
LOG ITEM #-L-
Seaftle
Symonds Consulting Engineers
1601 Second Avenue, Suite 1000 - Seattle WA 98101-3511
R 206.441.1855 - F 206.448.7167
Kirkland
425,827.2014
Portland 888.723.7853
Point Edwards LS
9/5/2003 Page 2
There are currently 85 single family residential units discharging to the existing pump station based on
the number of sewer accounts billed by the Town of Woodway. An examination of the locations of the
existing accounts and the total available undeveloped land indicates that there may be an additional 18
to 20 single family residences constructed within the service area at some point in the future. For the
purposes of this analysis, the pump station will be designed for a total of 105 connections at ultimate
development. Although there could theoretically be 136 units constructed in the basin, topographic
features and existing ownership boundaries make development at this level highly unlikely.
The operating records for the existing pump station were obtained from the Olympic View Water and
Sewer District for the years 2001, 2002, and 2003. The station run-time meters are read and recorded
on a variable frequency of from 1 to 6 days. On average, the meters are read at about a 3 day interval.
Using the run-time meter data and the published single pump capacity of 100 gpm, the flows for the
selected years were calculated and analyzed. The average flow for the stations for the dry (April to
September) and wet (October to March) seasons are shown on Table 1.
Table 1
Recorded Flow Data from Woodway Lift Station
Year Average Dry Weather Average Wet Weather
Maximum Period Daily
Flow - gpd Flow - gpd
Average - gpd
a ATA
First quarter of 2003
Second quarter of 2003
The calculated flows were then divided into their domestic component and infiltration/inflow
components through the use of the water system consumption records from OVW&SD. From 1999 to
200 1, the winter -time (no im, gation) water consumption for single family residential customers
averaged approximately 200 gallons per day. At an assumed residential population density of 2.3
persons per unit, this would be about 87 gallons per capita per day. This is consistent with the
Woodway Sewer Comprehensive Plan value determined in 1991. Using the 200 gallon per connected
SFR per day value and the 85 connected customers within the Woodway Estates lift station service
area, the domestic component of average daily sewage flow was calculated to be 17,000 gallons per
day. Using the summer average daily flow value of 20,000 gallons per day indicated by the lift station
run time meters, and assuming limited dry period inflow, the dry weather infiltration component
would therefore be 3,000 gallons per day. This is an extremely low number for typical residential
development (about 14 gallons per acre per day) but may be reasonable considering the very low (I
and 2 acre minimum lot size) development density of the tributary area. The calculated value for
infiltration equates to 124 gpd per inch -mile of sewer tributary to the lift station or 35 gallons per day
per connection. The latter value has been used in projecting future average wastewater flows.
L EM # Penhallegon Associates Consulting Engineers, Inc.
OG IT -I- Engineering - Planning - Surveying
I
Point Edwards LS
9/5/2003 Page 3
The wet weather infiltration value was estimated to be 9,500 gallons per day determined by
subtracting the domestic flow (17,000 gpd) from the wet weather average flow (26,500 gpd). This
equates to about 44 gallons per acre per day or 112 gallons per day per connection. This latter value
was used in calculating the anticipated maximum wet weather flow.
The peak 3 day average flow for the existing station shown on Table I has been used to estimate the
peak inflow to the system. For purposes of pump sizing, the peak inflow to the system has been
assumed to be 26,500 gallons per day or 132 gallons per developed acre per day.
Department of Ecology standards require that the pump station be sized for the peak hourly flow
anticipated during its life. This is termed the maximum wet weather flow and is determined by adding
the maximum daily diurnal residential flow component, the maximum infiltration component, and the
maximum inflow component. The diurnal peaking factor applicable for the total population value
served by the station is 3.81 based on DOE Table C I -I in the orange book.
The flow components for the new lift station design are shown in Table 2
Table 2
Design Flow Components
Component
Ultimate
Design
Extension
Peaking
Safety
Extension
Development
Value
(Average
Factor
Factor*
(Maximum
Flow)
Wet Weather
Flow)
Woodway
105 units
200
21,000
3.81
0.2
96,000 gpd
Residential
gal/SFR/day
gpd
Woodway
105
112
11,800
0.2
14,100 gpd
Infiltration
connections
gpd
Woodway
26,500 gpd
26,500
0.2
34,700 gpd
Inflow
Point
300 units
200
60,000
3.81
0.2
274,300 gpd
Edwards
gal/SFR/day
gpd
Residential
Point
16 acres
1100 gpad
17600
0.2
21,100 gpd
Edwards
Infiltration
Total
136,900
440,200 gpd
gpd
*Froin City of Edmonds Lift Station Guidelines
Gal/SFR/day: gallons per single family residence per day; gpd: gallons per day; gpad: gallons per acre
per day
LOG ITEM Penhallegon Associates Consulting Engineers, Inc.
Engineering - Planning - Surveying
Point Edwards LS
9/5/2003 Page 4
Based on the flow information contained in Table 2, a preliminary design type and capacity can be
determined. The new lift station will be a wet pit/dry pit design with two pumps, each having a
capacity of 305 gallons per minute. The discharge force main will be 6-inch ductile iron discharging at
the present location of the existing 4-inch force main and using the existing casing under SR 104. In
accordance with your agreement with the City of Edmonds, the station will be designed with an
additional 2 hours or 11,420 gallons of emergency storage.
We are proceeding with the station design layout on this basis. Please advise me if you have questions
or desire additional information.
/S' erely,
Gareth A. e
Project Manager
Cc: Noel Miller, City of Edmonds
Penhallegon Associates Consulting Engineers, Inc.
LOG ITEM #--/-� Engineering - Planning - Surveying
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D'AMATO CONVERSANO INC.
December 29, 2004
Longitude 122, LLC
Bruce Moe
2801 Alaskan Way, Suite 107
Seattle, WA 98037
Re: Amenity Building Elevator Hold-down Revision
To Whom It May Concern:
1. Mark DAmato - Guy A. Conversano
Elizabeth A. Jensen - Roger L. Heeringa - Marl? D. Aden
Harry Jones 11 - Troy E. Bean - Tom C. Xia, Ph.D.
Richard L. Hemmen - Grant C. Buckingham
I � C M � T M
� DEC 3 0 2004
I
During the construction of the Amenity Building, a hold-down shown on the plans at the elevator
shaft was misplaced. Due to this misplacement, a revision was provided by DCI Engineers. Please
see the attached (4) sketches showing the revisions to the plans.
Sincerely,
DCI Engineers
A"
Travis Colliander, P.E.
Project Engineer
..........
REVISED PLAN APPROVED
CITY OF EDMONDS BuIWING DIVISION
PLANS EXAMINER
[DATE._1Z
Reviewed:
DCI Engineers
Elizabeth Jensen, P.E., S.E.
Principal
LORRES 4/291 QV
RECEIVED
JAN 1 1 2004
BUILDING DEPT.
10900 NE 4th STREET, SUITE 1200 * BELLEVUE, WA 98004 0 PHONE (425) 827.2238 0 FAX (425) 827.8986
BELLEVUE SPOKANE EVERETT PORTLAND SAN DIEGO
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01/10A&005 19:23, FAX 425 821 4334 TERRA ASSOCIATES
0
2 )02/004
ES Inc.
TERRA ASSOCIAT
k AD Consultants in Geotechnical Engineering, Geology
and
Environmental Earth Sciences
RECEIVED_
14r. Ross Woods
Point Edwards, LLC
2801 Alaskan Way, Suite 107
Seattle, Washington 98121
Subject: Final Report
A N 11200§
DEVELOPMENT SERVICES CTR.
CITY OF EDMOND.S
Cleotechnical Observations -
point Edwards Condominiums — Amenity Building
Pine Streetand Unoco Road
Edmonds, Washington
January 10, 2)05'
Proj,xt No. T-48� 3-1
Reference: Preliminary Geotecbrical Report, UNOCAL Site, Project No. T-4893, prepared,)y
Terra Associates, Inc., dated November 21, 2001
Dear Mr. Woods:
As requested, we provid6d geotechnical. engineering observation services during construction of the Am hity
Building at the subject project. The purpose of our work was to verify that geoteclinical engineering elemenz of
construction were completed in accordance with our, recommendations and construction drawings approved b�. r t1le
City of Edmonds. We previously submitted copies of our field memos to you, Longitude 12'2, LLC, and the City
of Edmonds. Our geotecbnical observations were as follows:
1. Structural FUlMaterial'andRequtr*edCompacdon Verification
We observed the placement of structural fill in the area of the Amenity Building during mass grading Of the site,
and bac'kfilling of the foundation walls. Based on the results of our field density testing and site observations it is
our opinion that the structural fill placed in - the area of the Amenity Building was placed ; Lnd compactid in
accordance with our. recommendations.
z Soil Beating Verifleation
We observed foundation subgrades for the Amenit3r Building. All foundation subgrades consi Aed of adeqt ately
compazted structural fill that is suitable for support of foundations designed for an allowable I earing capac ty of
3,000 psf.-
12525 Willows Road, Suite 101, Kirkland, Washington 98034
Phone (425) 821�-7777 - Fax (425) 821-4334
01/1042005 19:24 FAX 425 821 4334 TERRA ASSOCIATES )03/004
11
Mr. Ross Woods
January 10, 2005
Conclusions
Based on our observations - during construction, it is our opinion that the-geotechnical items discu., zed above wt re
completed in general conformance with the recommendations presented in the referenced geotech iical repor� a id
with the construction drawings approved by the City of E(hnonds-
We trust the information presented is sufficient for your current needs. If you have any ques dons or requ xe
additional information, please call.
Sincerely yours,
TERRA ASSOCIATES, INC
'4k"V�-
John C. Sadler, L.E.G.
Project ge
unto
. D--�
cc: M-- ngitude 122, LLC
P .-0j ect No. T- 893
Page 1, o. 2
M lKq�i- - F�l I
01V ED City of Edmonds
tp
PLAN REVIEW COMMENTS
BUILDING DIVISION
(425) 771-0220
DATE: January 7, 2005
TO: Bjarne Kristiansen
KrisCo Aquatech Pools and Spas
FAX: 425-486-9696
FROM: Ann Bullis, Assistant Building Official
RE: Request for Alternate Materials and Methods for protection of pipe penetration at
pool equipment building slab
Project: Point Edwards Amenities Building
Project Address: 85 Pine Street
The City is in receipt of your request for Alternate Materials and Methods for protection of pipe
penetration at the pool equipment building slab. This request must include the statement that the
request for is being made for Alternate Materials and Methods pursuant to UPC 301.2. This section
requires that sufficient evidence or proof be provided as part of your request to demonstrate
equivalency to the code. The Building Official may approve such alternate provided:
"that the proposed design is satisfactory and complies with the intent of this code and the
material offered is, for the purpose intended, at least the equivalent of that prescribed in this
code in quality, strength, effectiveness, durability, and safety, or that the methods of
installation proposed conforrn to other acceptable nationally recognized plumbing
standards."
It is the intent of the code to place the full burden of proof on the applicant who makes such a
request for alternate method and material. Once the City receives a formal written proposal
indicating the appropriate building code section under consideration, complete with backup
information, it shall be reviewed and a final written determination issued. A fee of $180.00 must
also be submitted with your written request.
Please submit your formal request and fee to Marie Harrison, Senior Permit Coordinator.
J'0
Fireproofing
Aggregates
S h o t c r e t e
-,-) n c r e t e
a s o n r y
A s p In a I t
R o o f i n g
P i I i n g
S t e e I
S o i I s
W o o d
December 20, 2004
File No.: 03-284
City of Edmond Building Department
121 51hAve. N.
Edmonds, WA 98020
illECENFED
DEC 2 7 2004
PERMIT COUNTER
Project:
Point Edwards -Amenity Building
Address:
85 Pine St.
Permit No:
2004-0175
A.A.R. TESTING
LABORATORY, INC.
CONSTRUCTION INSPECTION AND MATERIAL TESTING
NATIONALLY ACCEPTED LABORATORY
This is to advise you that special inspections are completed on the above referenced project. The
following inspections were required and copies of all inspection reports have already been
forwarded to you.
1 . Reinforced concrete
2. Installation of holdown system
3. Shear wall nailing
4. Diaphragm nailing
To the best of our knowledge all work inspected conformed to City of Edmonds Building
Department approved plans, specifications, LIBC and related codes and/or verbal or written
instructions from the Engineer of Record.
A � I ING LABORATORY, !NC -
A. A. R. T E Q T
Kimberle Anderson
President
CC: Point Edwards LLC-Ross Woods
Longitude 122-Brcue Moe
Weber & Thompson
Pearce and Associates
Tel: (425) 881-5812 Fax (425) 881-5441 - 7126 180th Ave. INE * P.O. Box 2523 9 Redmond, WA 98073
01/14/2005 15:33 FAX 425 821 4334 TERRA ASSOCIATES [A)02/003
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RENTON,WA 98058 425-235-8440