428 3RD AVE S.PDFIIIIIIIIIIII
4979
428 3RD AVE S
10 &
ADDRESS:
TAX ACCOU NT(PARCE'L #:
BUILDING PERMIT (NEW STRUCTURE) #:
q1V
47M
��111A
COVENANTS (RECORDED) FOR:
CRITICAL AREAS #: DETERMINATION: Conditional Waiver
Study Required El Waiver
CRITICAL AREAS #: DETERMINATION: El Conditional Waiver
Study Required Fj Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORD FOR:
PERMITS (OTHER — list permit #'s):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
LID #:
SHORT PLAT FILE:
LOT:
BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S)
. ... ............ t
GEOTECH REPORT DATED:
STREET USE/ENCROACHMENT PERMIf #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
L:\TEMP\DST's\Forms\Jana's Street File Checklist 5-14-08.doc
APPLICATION
for
The City of Edmonds SIDE SEWER PRRl%HT EASEMENT No . ..........................................
NEW CONSTRUCTION REPAIRS
6-0- --0-! 12 4 70
OWNER..... . H011-j ---- ....................................................... CONTRACTOR -------------------------------------------------------------------------------------------------- PERMIT No . ......................
ADDRESS ------------------------------ ................... LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................
0
.,0
NAMEOF ADDITION ..............................................................................................................
Juna, 117(DL
Dya-
Approved:
DATE................................................ By ......................................................................
4
1 -71
--wr-
7
CITY OF EDMONDS
't, 7 9" Q T D 1=
:.X
Address of Construction:
Property Legal Description (Include all easements):
___ vl�
SIDE' S E. J,, BUT,
PERMIT
RECEIVED
SEP, 2 0 188U
rwc)NDs
TREATMENT. PLANTj
PUBLIC WORKS
4
Owner and/or Contractor: Sjt� jif AJ Yxiv C—S. < 'ej - /7 y y C-�,
State License No 12 LA.2' 17 Z &:4 Building Permit No. e2,_,0,6> !�4 z o
El Single Family
Multi -Family (No. of Units
C3 C Dommercial
El Public
Invasion into City Right -of . -Way:p No El Yes
RW Construction Permit No.
Cross other Private Property.,125 No 0 Yes
Attach legal description and copy of recorded easement
Fcertify that I have read'and'shall 'co—mply with all city requirements
as indicated on the back of the Permit Card.
!? - -.2-c> , �? it', -
Date
CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION
OFFICE USE ONLY
FOR INSPECTION CALL 771-3202, PUBLIC.WORKS DEPT&*
Permit Fee: Issued By
Trunk Charge: 17.5 Date Issued:— ZIP 90
Assessment Fee: Receipt No.: Z3,054
Lid No.: Esk 109
Partial Inspection:
Date -Initial
Comments.
Reason Rejected: Date —Initial
Final Inspection Approved: Date 4" J�/ Initial
PERMIT MUST,BE POSTED ON JOB SITE
White Copy: Fle �py: Inspector Buff Copy: Applicant
Revised 3/90
The. City of Edmonds Side Sewer Drawing
i
EASEMENTNO . ............... ----------------------------
NEW CONSTRUCTION REPAIRS F-� LID NO . .................. . ASMT. NO . ..................
CONTRACTOR ..................................................... 51
OWNER .......................................... ilz ... -------- — -------------------- ...... ............................... PERMIT NOA:Zl��
2,
JOB ADDRESS ---------- ............ LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ....................................
............................................... ... ...... EDNIONDS .......... ......
TREATMENT PLANT
NAMEOF ADDITION ........................................................................................... ...........................
0
Iz-
0 (�-N c--0k,4 v L4 T.
0 M A t4 IA *� r, c-,
0 &W-5-0-- \j4F-T WVj
YAO 6� o k-N Uvt> —1v 5,A%,r,,&-r-
PWW-0001 - 11/75 (R EV. 11/78)
Appro�—ed:
DATE ... �.,. ....... .... Byzl�l el,-z . ..... .....
.............
'*E' T E RM I T`
SIDE SE R'�
,CITY. OFiEDMONDS
�90-19'1 P�� R IT 25 0--
SMEET''FILE
-2
Address of Construction:
Property Legal Description (Include all easements):
EDMONDS RECEIVED
I HtA I'MtN I PILAN IT
98U
SEPZQ1
PUBLIC WORKS
Owner and/or Contractor: f, r "y A-) 'g� Ir
State License No.. 9 C, (--J Building Permit No. 4 C,
El Single Family'
1� Multi' Family. (No. of Units Z 2-
C3 Commercial
C3 Public
Invasion into City Right -of -Way: Rr No. 11 Yes
RW Construction Permit No.
Cross other Private Property: Q,*'No - El Yes
Attach legal description and copy of recorded easement
I certify that I have read and shall com'ply with all city requirements
as indicated on the back of the Permit Card;
P 7
Date
CALL DIAL -A -DIG (1-800-424'-5555) BEFORE ANY EXCAVATION
QFFICE USE ONLY
FOR INSPECTION CALL 771-3202, PUBLIC WORKS DEPT.
'Permit Feb: Issued By
300— c2 2, Q `70
Trunk Charge Date Issued: -
Assessment Fee:, Receipt No. 13os7
Lid No.: LIQ E-Skl 0 1
Partial Inspection: Date -Initial -
Comments
Reason Rejected: Date -Initial
Final Inspection Approved: Date7- lnitial��
'PERMIT MUST BE POSTED ON JOB SITE
White Copy: File Green Copy: Inspector Buff Copy: Applicant
Revised 3,190
Side Sewer Drawing
The, City of Edmonds
EASEMENT NO - ------------------------------ -------------
NEW CONSTRUCTION REPAIRS F� LID NO . .................. . ASMT. NO . ..................
OWNER ... ....................................................... L .............................. CONTRACTOR ............................................................... : ..................... PERMIT NO.
............
JOB ADDRESS ------- I -------- -Lz ...... ......... . ........ LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ....................................
.......... EI)PAONDS ... ...... ...
TREATMENT PLANT
NAMEOF ADDITION ..................................................................................................................
ach
p
Is C*
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75
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a
0
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30
---------- V-
Appro�e—d:
43+
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YAO e-�v !A
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PWW-0001 -11/75 (REV.1 1/78) DATE ....... .... By 4::.� ................................
Ic 1 114,
CITY OF EDMONDS' SIDE -SEWER`PERMI
9 0 19" P E R M I T I"-,l2
STFu:i:f FILE',:
"I -) - ya
Address of Construction:
121t;
Property Legal Description (Include all easements):
v C_ , -S C�, I
TREA) MENT PLANT
J
REe'EIVED
RFP
pliou_G WORKS
4
Owner and/or Contractor: e� Y�� :LZ-7 V ov C
State License No. .1,6 1Z 9— c, L�� 471 Cie Building Permit No.
11 Single Family
q Multi -Family (No. of'Llnits.E
El Commercial
El Public
if
Invasion into City Right-of-Way:[.2 No 11 Yes
RW Construction Permit No.
Cross other Private Property: No 0 Yes
Attach legal description and copy of recorded easement
I certify that I have read and'shall with all city requirements
as indicated on the back of the Permit C�rd.
�;, -- C.)
Date
* CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION *
OFFICE USE ONLY
FOR INSPECTION CALL 771-3202, PUBLIC WORKS DEPT.
Permit Fee: 307 Issued By J3-6
Trunk Charge:-20o— Date Issued:. c?-2-0 —�?O
Assessment Fee: Receipt No.:.
Lid No.:
Partial Inspection: Date —Initial —
Comments
Reason Rejected:
Final Inspection Approved: Datelf-11 Initial
Date —initial
PERMIT MUST BE PO!9TED ON JOB SITE
While Copy! File Green Copy: Inspector Buff Copy: Applicant
Revised 3!90
Side Sewer Drawing
The City of Edmonds EASEMENT NO - --------------------------------------------
NEW CONSTRUCTION REPAIRS F� LID NO . .................. . ASMT. NO . ...............
MIT NO.
OWNER.......................... --------------------------------------------------------------------- CONTRACTOR .................................................................................... PER
fLo
JOB ADDRESS ... ........... ------- ----------------------- LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO - ------------------------------------
...... F-DUONDS .... ...... ... .
TREATMENT PLANT
7ZNAME OF ADDITION -----------------------------------------------------------------------------------------------------------------------
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PWW-0001-11/75 (REV.11178) DATE ....... L-10111- Byz��
W*��QV �0'VW"`
*REET FILE'
CITY OF EDMONDS SIM E W EIR P E R M
118 '0 1 PERMIT -N2' 88248
Address of Construction: F2 H r/
Property Legal Description (Include all easements):
RECEIVED
EDMON]D7S SEP
r PL 71
TREATMENT PLANT PUBLIC WORKS
Owner and/or Co ntractor: �gtD I—AJ a-) Y' Y"4 eo A2
State Licen,s�e No. C- Z 71 ,,O� Building Permit No.
13 Single Family Invasion into City Right -of -Way: No 0 Yes
12 Nulti-Family (No. of Units RW Construction Permit No.
El Commercial Cross other Private Property �v No El Yes
El Public Attach legal description and copy of recorded easement
t-c-e-rtify that I have read anj shall comply with all city requirements
as indicated on the back of the Permit Card.
�?-- ;fp,
Date
* CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION *
OFFICE USE ONLY
FOR INSPECTION CALL 771-3202, PUBLIC WORKS DEPT.
Permit Fee: Ro Issued By a(7
Trunk Charge: 5D Date Issued: -90
Assessment Fee: Receipt No.:.
Lid No.: 0
Partial Inspection: Date —Initial —
Comments. 1///
Reason Rej ected:, Date —Initial
Final Inspection Approved: Date7_-_.(__-._�r I initial
PERMIT MUST_BE POSTED_ON JOB SITE,,**
White Copy: File Green Copy: Inspector -Buff Copy: Applicant
Re�ised 3!90
Side Sewer Drawing
The, City of Edmonds EASEMENT NO - --------------------------------------------
NEW CONSTRUCTION REPAIRS LID NO . .................. . ASMT. NO . ..................
OWNER................................................................................................ CONTRACTOR ............................................................... : ..................... PERMIT NO.
JOB ADDRESS .... ...... LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ....................................
.... ........
.......... EINAONDS ...........
TREATMENT PLANT
NAMEOF ADDITION ........................................................... ...........................................................
rt
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A 0 610 kA Lvv'-, kv
DATE ....... �..-A'ffl.... Byz�
PWW-0001-11/75 (REV.11/78) ......
43+
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City of Edmonds
Critical Area Notice of Decision
Applicant:
) f q ()(--L F
Property Ownet:
e
AV — C,),Cj 0
Critical Area File #:
C/2/�_-2_OOqO(OS-g
PermitNurnber:
—)0
Site Location:
3 '11P A-W— 5
Parcel Number:
00 -7 C�c( 00 0 120 -5-0 0
Project Descriptio n:
5"'J'O t-- S- (CAC-e-- .
Conditional Waiver. No critical area report is required for the project described above.
There will be no alteration of a -Critical Area or its required buffer.
2. The proposal is an �Ilowed activity pursuant to ECDC 23.40.220, 23.50.220, and/or
23.80.040.
The proposal is exempt pursuant to ECDC 23.40.230.
F—I Erosion Hazard. Project is within erosion hazard area. Applicant must prepare an erosion and
sediment control plan in compliance with ECDC 18.30.
F] Critical Area Report Required'. The proposed project is within a critical area and/or a critical area
buffer and a critical area report is required. A critical area report has been submitted and evaluated
for compliance with the following criteria pursuant to ECDC 23.40.160:
I The proposal minimizes the impact on critical areas in accordance with ECDC 23.40-.120,
Mitigation sequencing;
2. The proposal does not pose an unreasonable threat to the public. health, safety, or welfare
on or off the development proposal site;
3. The proposal is consistent with the general purposes of this title and the public interest;
4. Any alterations permitted to the critical area are mitigated in accordancewith ECDC
23.40.110, Mitigation requirements.
5. The proposal protects the critical area functions and values consistent with the best
available science and results in no net loss of critical functions and values; and
6. The proposal is consistent with other applicable regulations and standards.
F-1 Unfavorable Critical Area Decision. The proposed project is not exempt or does not adequately
mitigate its impacts on critical areas and/or does not comply with the criteria in ECDC 23.40.160 and
the provisions of the City of Edmonds critical area regulations. See attached findings of
noncompliance.
Favorable Critical Area Decision. The proposed project as described above and as shown on the
attached site plan meets or is exempt from the criteria ih ECDC 23.40.160, Review Criteria, and
complies with the applicable provisions of the City of Edmonds critical area regulations. Any
subsequent changes to the proposal shall void this decision pending re -review of the proposal.
Conditions. Criti cal Area specific condition(s) have been applied to the permit number referenced
above. See referenced permit number for specific condition(s).
Reviewer J
Signature
-7 // 0 .�I 2—
Date'
Appeals: Any decision to approve, condition, or deny a development proposal or other activity based on the
requirements of critical area regulations may be appealed according to, and as part of, the appeal procedure, if any,
for the permit or approval involved.
Revised 12/16/2010
City of Edmonds E=
Critical Area Notice of Decision
Applicant:
U14
7.
L6"�bvjs
Property Owner:
-3
Critical Area File #:
&FA-') 76-0'�-B
Permit Number:
Site Location:
-
M-6
Parcel Number:
6 0-1 qq 60 0 ID-6 5-0 0
Project Descriptio n:
.
VA
IR-Conditional Waiver. No critical area report is required for the project described above. i1w
t POP
I . There will be no alteration of a -Critical Area or its required buffer.
2. >�"T he proposal. is an allowed activity pursuant to ECDC 23.40.220, 23.50.220, and/or4 Or"K', 040
23.80.040. W
3. The proposal is exempt pursuant to ECDC 23.40.230.
Erosion Hazard. Project is within erosion hazard area. Applicant must prepare an erosion and
# �'
sediment control plan in compliance with ECDC 18.30.
F1 Critical Area Report Required. The proposed project is within a critical area and/or a critical area
buffer and a critical area report is required. A critical area report has been submitted and evaluated
for compliance with the following criteria pursuant to ECDC 23.40.160:
I The proposal minimizes the impact on critical areas in accordance with ECDC 23.40.120,
Mitigation sequencing;
2. The proposal does not pose an unreasonable threat to the public health, safety, or welfare
on or off the development proposal site;
3. The proposal is consistent with the general purposes of this title and the public interest;
4. Any alterations permitted to the critical area are mitigated in accordance with ECDC
23.40.110, Mitigation requirements.
5. The proposal protects the critical apta functions and values consistent with the best
available science and results in ne. t loss of critical functions and values; and
6. The proposal is consistent with other applicable regulations and standards.
15hd
�11�
uft I I �7--
F-1 Unfavorable Critical Area Decision. The proposed project is not exempt or does not adequately
mitigate its impacts on critical areas and/or does not comply with the criteria in ECDC 23.40.160 and
the provisions of the City of Edmonds critical area regulations. See attached findings of
noncompliance.
!tyJrFavorable Critical Area Decision. The proposed project as described above and as shown on the
attached site plan meets or is exempt from the criteria ih ECDC 23.40.160, Review Criteria, and
complies with the applicable provisions of the City of Edmonds critical area regulations. Any
subsequent changes to the proposal shall void this decision pending re -review of the proposal.
Fj Conditions. Criti cal Area specific condition(s) have been applied to the permit number referenced
above. See referenced permit number for specific condition(s).
0
L"-'L�L -7-1 LI-t I
Ikeviewer �ignature Date
Appeals: Any decision to approve, condition, or deny a development proposal or other activity based on the
requirements of critical area regulations may be appealed according to, and as part of, the appeal procedure, if any,
for the permit or approval involved.
Revised 12/16/2010
Zone Corner tJ Flag_tJ
APP�RQVED 13Y LA"NNING- Setbacks Required Actual
PVI--U BY Front 1,� —
Sides :7
Rear 0 el��
Other
Weight
----------------
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—j— JUN/2 7 2011
CITY OF EDMONDS
CONFORMED COPY
105180542 2 PGS
�MIMI 4:15r 13.00
SNONOM SH COUNT , SHINGTON
Return Address:
City of Edmonds
121 - 5th Ave. N.
Edmonds, WA 98020
ACCESS AND UTIELITY EASEMENT
Property Address: 428, 430, 432, 434 3rd Ave S., Edmonds, Washington 98020
NO EXCISFE TAX
REQUIRED
MAY 18 2011'
KIRKE SIEVERS, 690110M Counq fre=mr
C,V WRKE. q-IFVER,3
Assessor's Property Tax Parcel Nos.: 007990N110100, 00799000110200, 00799000110300,
00799000110400, 00799000110500, 00799000120100, 00799000120200, 00799000120300, 00799000120400,
00799000120500, 00799000210100, 00799000210200, 00799000210300, 00799000210400, 00799000210500,
00799000210600, 00799000220100, 00799000220200, 007990002203009 00799000220400, 00799000220500,
00799000220600, 00799000310100, 00799000310200, 00799000310300, 00799000320100, 00799000320200,
00799000320300, 00799000320400
I
L IN CONSIDERATION of benefits to -accrue to the grantors herein, the undersigned, 3'
Avenue Condominium Association, hereby grant to the CITY OF EDMONDS, a Municipal Corporation, a
permanent easement for the installation, construction, bperadon; maintenance, repair, reconstruction or
replacement of a sanitary sewer fift station and appurtenances, over, across, through, and below the
following described property, and the further right to rem.ove trees, bushes, undergrowth and other
obstructions interfering with the location, construction, operation, maintenance, repair, reconstruction or
replacement of said sanitary sewer lift station and appurtenances, together with the right of access to the
easement at any time for the stated purpose.
The easement hereby granted is more particularly described as follows:
A UTILITY EASEMENT OVER, UNDER AND ACROSS THAT PORTION OF THE NORTHEAST
QUARTER OF SECTION 26, TOWNSHIP 27 NORTH, RANGE 3 EAST, WM, SNOHOWSH COUNTY,
WASHINGTON BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
A STRIP OF LAND TWENTY (20.00) FEET IN WIDTH LYING TEN (10.00) FEET ON EACH SIDE OF
THE FOLLOWING DESCRIBED AS -CONSTRUCTED CENTERLINE OF THE LEFT STATION WET
WELL, FORCE MAIN, VALVE VAULT, OVERFLOW STORAGE VAULT, ELECTRICAL CONDUITS
AND ENCLOSURES;
COMMENCING AT THE SOUTHEAST LOT CORNER OF THIRD AVENUE CONDOMINIUM, AS
RECORDED UNDER RECORDING NUMBER 9110315001, RECORDS OF SNOHOMISH COUNTY,
WASHINGTON.
THENCE NORTH ALONG THE EAST PROPERTY LINEN 00038'39" W 10.57 FEET TO THE TRUE.
POINT OF BEGRTNING;
THENCE N 73'19'03" W 34.47 FEET;
THENCE N Wl 1'39" W 73.16 FEET TO A POINT OF CURVATURE;
I
THENCE NORTHWESTERLY 33.68 FEET, ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT,
HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 64'19'54";
THENCE N 19*5 1'45" W 44.11 FEET TO A POINT OF CURVATURE;
THENCE NORTHWESTERLY 25.21 FEET, ALONG THE ARC OF A TANGENT CURVE TO THE LEFT,
HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 72'12'24";
THENCE S 87'55'5 1" W 58.98 FEET; I -
THENCE N 68'43'16" W 31.64 FEET TO POI[NT "A";
THENCE S 85'13'4 1" W 76.82 FEET TO THE TERMINUS OF THIS CENTERLINE DESCRIPTION;
TOGETHER THAT PORTION OF SAID NORTHEAST QUARTER OF SECTION 26, BEING A STRIP OF
LAND TWENTY (20.00) FEET IN WIDTH LYING TEN (10.00) FEET ON EACH SIDE OF THE
FOLLOWING DESCRIBED CENTERLINE;
BEGINNING AT SAID POINT "A"
THENCE N 00'40'09" W 23.40 FEET TO THE TERMINUS OF THIS CENTERLINE DESCRIPTION;
SAID EASEMENT SHALL EXCLUDE ANY EXISTING BUILDING STRUCTURES, NOT INCLUDING
SCREENING FOR ELECTRICAL EQUIPMENT.
THE SAID LINES OF SAID EASEMENT TO BE EXTENDED AND SHORTENED AT INTERSECTIONS
WITH BOUNDARIES OR CHANGES IN DIRECTION TO TERMINATE ON THE BOUNDARY LINE OR
ON ADJOINING SIDE LINES.
TOGETHER WITH:
AN ACCESS EASEMENT OVER AND ACROSS ALL ROADWAYS AND PARKING ACCESS AREAS
WITHIN THE LINOTS OF SAID PROPERTY AS NECESSARY TO OPERATE, REPAIR, REPLACE AND
MAINTAIN THE SEWER FACILITIES DESCRIBED IN SAID UTILITY EASEMENT.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASIUNGTON.
See attached Exhibit "A"
TEOE CITY agrees to restore to substantially the original condition such improvements as are
disturbed during the construction, maintenance, and repair of said utility or utilities, provided the grantors,
their heirs, or assigns shall not construct any future permanent structure over, upon, or within the permanent
easement.
DATED THIS I DAY OF 64:�! 20 —/1
STATE OF WASIE[INGTON)
)SS
COUNTY OF SNOHOAHSR)
I ceitify that I know or have satisfactory evidence that arat � z ;, L - N-11 # is the
person who appeared before me, and said person acknowledged that (he/she) signed this instrument, on oath
stated that (hel§he
j was authorized to execute the instrument and acknowledged it as the
of 3' Avenue Condominium Association to be the free and voluntary act of such party for the uses and
purposes mentioned in the instrument.
Dated ...... ........
.................
(Signature)
(Seal or stamp)
................. ... ... ...... ........ ........
Title
My appointment
expires ....
A PORTION OF SEC 26, TWP 27 N, RGE 3 E, W. M. IN SNOHOMISH COUNTY, WA.
EX. BLDG #434
MANHOLE OVERFLOW
1'1u1L_: rr_�WJ�INL.IN
EASEMENTIS 20 FEET IN
-STORAGE VAULT
WIDTH, CENTERED ON
S 8 5'113'41 " W
CENTERLINE OF CITY'S
76.82'
OVERFLOW STORAGE VAULT,
WET WELL, VALUE VAULT,
WET WELL. 00'40 09
FORCE MAIN, MANHOLES, ETC,
11 ' 23.40'
UNLESS EASEMENT CONFLICTS
POINT A" -
NTH BUILDINGS (OTHER THAN VALVE VAULT CONTRO
CONTROL SHELTER). IN THOSE
SHELTER
INSTANCES WHERE CONFLICTS
Ot —
OCCUR, DIMENSIONS ARE
SHOWN. DIMENSIONS SHOWN
9.5' IN 68*43'16 W
ARE TO THE NEAREST 0.5'.
WHERE DIMENSIONS CONFLICT
NTH LEGAL DESCRIPTION,
THE LEGAL DESCRIPTION
U-)
SHALL TAKE PRECEDENCE. EX.
BLD I G #432
LO
72'12'24' 87-5551" W
L
25.21' _L58.98J
R
20.00'
N cli
7.
CENTERLINE OF
N 19'51 45 W
n 2" 0. FORCE MAI
44.11'
EX. BLDG #428
6 4'19'5
L 3 3.6 8'
R 30.00'
N 84'1 1'3�=W
73.16'
2 (A
POINT OF .5' 4
50 25 0 50
BEGINNING'�9 3RD
E;
AVENUE S I ' I I
_J
SCALE IN FEET
12507 BEL-RED R0,4D SUfM 101
Scale
EXHIBIT "A"
mm
BELLEME. WA 9WO5-25M
1 "= 50'
EMONEERS, 7LLC Ta (425) 0746W FAXWA? 94
CITY OF EDMONDS
7Db J C
Sheet
0 LIFT STATION #5
SEWER EASEMENT
_ Project # 450901
Checked by DF Date 03/29/1
CONFORMED COPY
ii05jj@542 2 PGS
C912-11 4:Mm 00
SNOHOMISH COUNT , 11SHINGTON
Return Address:
City of Edmonds
121 - Sth Ave. N.
Edmonds, WA 98020
ACCESS AND UTELITY EASEMENT
Property Address: 428, 430, 432, 434 3rd Ave S., Edmonds, Washington 98020
MAY 18 2011
KIRKE SIEVERS, suliomten Coun(Y ffeasutet
C,V KIRKE SIEVERL.
o
Assessor's Property Tax Parcel Nos.: 00799000110100, 00799000110200, 00799000110300,
00799000110400, 00799000110500, 00799000120100, 00799000120200, 00799000120300, 00799000120400,
00799000120500, 00799000210100, 00799000210200, 00799000210300, 00799000210400, 00799000210500,
00799000210600, 00799000220100, 00799000220200, 00799000220300, 00799000220400, 00799000220500,
00799000220600, 00799000310100, 00799000310200, 00799000310300, 00799000320100, 00799000320200,
00799000320300, 00799000320400
IN CONSIDERATION of benefits to accrue to the grantors herein, the undersigned, 2�
Avenue Condominium Association, hereby grant to the CITY OF EDMONDS, a Municipal Corporation, a
permanent easement for the installation, construction, operation, maintenance, repair, reconstruction or
replacement of a sanitary sewer lift station and appurtenances, over, across, through, and below the
-following described property, and the further right to remove trees., bushes, undergrowth and other
obstructions interfering with the location, construction, operation, maintenance, repair, reconstruction or
replacement of said sanitary sewer -lift station and aRRurtenanc , together with the right of access to the
easement at any time for the stated purpose.
The easernent hereby granted is more particularly described as follows:
A UTILITY EASEMENT OVER, UNDER AND ACROSS THAT PORTION OF THE NORTHEAST
QUARTER OF SECTION 26, TOWNSHIP 27 NORTH, RANGE 3 EAST, WM, SNOHOMISH COUNTY,
WASHINGTON 13EING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
A STRIP OF LAND TWENTY (20.00) FEET IN WIDTH LYING TEN (10.00) FEET ON EACH SIDE OF
THE FOLLOWING DESCRIBED AS -CONSTRUCTED CENTERLINE OF THE LIFT STATION WET
WELL, FORCE MAIN, VALVE VAULT, OVERFLOW STORAGE VAULT, ELECTRICAL CONDUITS
AND ENCLOSURES;
COMMENCING AT THE SOUTHEAST LOT CORNER OF THIRD AVENUE CONDOMINIUM, AS
RECORDED UNDER RECORDING NUMBER 9110315001, RECORDS OF SNOHOMISH COUNTY,
WASHINGTON.
THENCE NORTH ALONG THE EAST PROPERTY LINE N 00038'39" W 10.57 FEET TO THE TRUE
POINT OF BEGINNING;
THENCE N 73"19'03" W 34.47 FEET;
THENCE N 84011'39" W 73.16 FEET TO A POINT OF CURVATURE;
THENCE NORTHWESTERLY 33.68 FEET, ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT,
HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 64'19'54";
THENCE N 1905 1'45" W 44.11 FEET TO A POINT OF CURVATURE;
THENCE NORTHWESTERLY 25.21 FEET, ALONG THE ARC OF A TANGENT CURVE TO THE LEFT,
HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 72'12'24";
THENCE S 87'55'5 1 " W 5 8.98 FEET;
THENCEN 68043'16" W 31.64FEET TO POINT "A";
THENCE S 85'13'41" W 76.82 FEET TO THE TERMINUS OF THIS CENTERLINE DESCRIPTION;
TOGETHER THAT PORTION OF SAID NORTHEAST QUARTER OF SECTION 26, BEING A STRIP OF
LAND TWENTY (20.00) FEET IN WIDTH LYING TEN (10.00) FEET ON EACH SIDE. OF THE
FOLLOWING DESCRIBED CENTERLINE�-
BEGINNING AT SAID POINT "A"
THENCE N 00"40'09" W 23.40 FEET TO THE TERMINUS OF THIS CENTERLINE DESCRIPTION;
SXID EASEMENT SHALL EXCLUDE ANY EXISTING BUILDING STRUCTURES, NOT INCLUDING
SCREENING FOR ELECTRICAL EQUIPMENT.
THE SAID LINES OF SAID EASEMENT TO BE EXTENDED AND SHORTENED AT RITTERSECTIONS
WITH BOUNDARIES OR CHANGES IN DIRECTION TO TERMINATE ON THE BOUNDARY LINE OR
ON ADJOINING SIDE LINES.
TOGETHER WITH:
AN ACCESS EASEMENT OVER AND ACROSS ALL ROADWAYS AND PARKING ACCESS AREAS
WITHIN THE LIMITS OF SAID PROPERTY AS NECESSARY TO OPERATE, REPAIR, REPLACE AND
MAINTAIN THE SEWER FACILITIES DESCRIBED IN SAID UTILITY EASEMENT.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
See attached Exhibit "A"
THE CITY agrees to restore to subsAtially the original condition such improvements as are
disturbed during the construction, maintenance, and repair of said utility,or utilities, provided the grantors,
their heirs, or assigns shall not construct any future permanent structure over, upon, or within the permanent
casement.
DATED THIS 'I DAY OF 6 4:::� 20 11
STATE OF WASHINGTON)
COUNTY OF SNOHOAHSH)
).SS
I certify that I know or have satisfactory evidence that 4��at a I& L - 14A is the
person who appeared before me, and said person acknowledged that (he/she) signed this instrument, on oath
stated that (he/§Ue was authorized to execute the instrument and acknowledged it as the
of 3' Avenue Condominium Association to be the free and voluntary act of such party for the uses and
purposes mentioned in the instrument.
Dated.....-"V ...... 7.-X/ .......
(Signature)
(Seal or stamp)
................... ... ... .............. ........
Title i-.;6"rA,/2-cj
My appointment
61
expires .... 4 ... ............
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140 2.29 .36. 1.59 .15 8-04 7.89 5-21 3.29 3.99 1.45 3.06 *.So
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170 2.77 .51 1.92 21 1.08 .05 13.6 6. �4 5.54 5.19 2.47 4.08 1.37
180 2.94 .57 2.04. :24 1.15 .06 16.3 45-1 11.4 16.0 7.36 6.25
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1400 22.4 15.6 1
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1600 25.6 2.0 9-58 2.93 6.12 1'.00 4.26 .42
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2200 22.2 12-78 5.03 8.16 1.69 5.oa .70
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2600 15-32 6-!� a.98 1'99
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3200 12.24 3.58 8.32 1.48
350D 13-05 3.7 9-10 1.65
14-30 4.74 9.95 1.96
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45W 11-92 2.76
5COU 12-78 3.24
55ou 14.20 3.95
6000
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eU P L" EX H . Y I D . R- . O-GR I IND
HYDR-O-RAIL PACKAGED
SYSTEM SPECIFICATIONS
GENERAL
Furnish and Install a complete pumping system as manufactured
by HYDR-O-MATIC Pumps. Ashland, Ohio. System shall Include
two sewage grinder puipp, three 3900 mercury switch level
controls. discharge plumbing with hydraulically sealed discharge
flange. pump mounting plates with bottom rail supports. upper
rail supports,. lifting chain, pedestal mount and cord sealing
plate for panel or NEMA IV junction box; to be Installed In factory
fabricated basin with cover or on-alte concrete basin. A NEMA IIIH
weatherproof control box shall bo.supplled for- mounting at the
sump site or remote from the basin as- roqulrad� Structure and
dimensions to be as shown on drawing 9heet .1 of 1
OPERATING CONDITIONS
Each pump-ohall have a capacity. of Upm against.a total
head of 620- feet. Pump motor shall be hp.
1 phase. 2-10 voila, 547 r;2O rpm, q tj - cycle.
Pump porlormance - shall - be- as shovin : on ' curve 4 9 0
Separate specification for pump and motor.
SUMP LEVEL CONTROLS
Sealed float type mercury switches phall be supplied to control
sump level and alarm signal, It furnished. The mercury tube
switches shall b ' a sealed In a solid polyurathane float for corrosion
and shock resistance. The support wl ' re shall have a heavy.
Neoprene jacket. A weight shall be attached to cord above the float
to hold switch in place In sump. Weight shall W,above the float to
effectively prevent sharp bonds In the cord when the I lost operates. .
The float switches shall hang In the sump supported only by the
cord. Three float switches shall be used to control level. One for
pump turn -on, one for pump turn-off, and one for tioth pumps turn -
on. A fourth switch shall be provided It with alarm. Float switches
shall be Model No. 3900.
OPTIONAL
--Alarm light (or bell or horn) to be supplied In separate NEMA III
enclosure for mounting at the control box or remote from box, or
alarm light mounted on panel enclosure (200,230 volt only). Alarm
bell or horn shall hava'slienOng switch with'sutometic reset.*
-Alarm Llgqt Model No.
-Alarm Bell. Model No.
-Alarm Horn Model NO.
8td - Alarm light mounted on panel enclosure
OPERATION OF SYSTEM
On sump level rise lower mercury switch shall first be energized,.,
than upper level switch shall next energize and. start load PUMP.
With load pump operating, sump level shall lower to low owlich".',"'
turn-ofl setting and pump shall stop. Alternating relay shall Index
an stopping of pump so that lag pump will start an next operation.,..
It sump level continues to rise when lead pump Is operating,:..
override switch, shall energize and start lag pump. both load and
lag pump shall op orate together until low level switch turns off both
pumps. It level continues to rise when both pumps are operating,
alarm switch shall energize and signal the alarm, where used. It one'
pump should fall for any"roason, the #acondpump shall operate on
the override control and It level rise& above override control, alarm
shall signal, where used. All level switches shall be adjustable for
level Getting, from the surface...
ELECTRICAL CONTROL PANEL
Control panel shall have a NEMA IIIR- weatherproof enclosure. A
lock hasp shall be provided on door. A circuit ' breaker shall bo
provided for each pump pnd a magpotl i c startor with 3 log ovorlo*O
protection for three phase operation, or I log overload protection'
for single phase operation, shall be supplied for each pump. An
alternating relay shall be -provided to alternate pump#.Qn each
successive cycle of opo(at Ion. Starters shall have auxiliary contact
to operate both pumps on override condItIon.An Interlock relay
shall be provided to'sutomatically ro-connect-the control circuit In
case of circuit breaker trip on on@ pump. H-O-A switches and tun
lights shall be supplied for each pump. Terminal strip shall be
provided for connecting pump and control wirop..Additlonal
terminals shall be -provided to connect alarm. A-transformor shall r
be supplied to give 24 volt control circuit. Panel Model No.
UL listed. Panel shall have relay with .
dry controls for alam.telem. connection.
CHECK -VALVE & PIPING
The discharge piping shall Include a HYDR-O-MATIC ball chock—,
valvq with hydraulically sealed discharge flange and a gat@ valve
for each pump. Discharge from station shall be filled with two NPT
couplings. All *piping external to the station shall be furnished and
Installed by the contractor.
SUMP BASIN
The factory fabricated basin, whore furnished, shall have an Inside
diameter of lost and Inches,. and a. 091ght
of fact and Inches. Tho'b4i6in cover shall
be Inches O.ID. and — , Inch thick. Basin. It stool.
and cover shall be sandblatilod Inside and outside to remove
scale, slag, rust, etc., before painting. basin, It stool, shall bo.
coated Inside and outaldo with tar bass epoxy point f9r cor-
rosion resistance. . See plans
HYDR-O�MATIC Pumps RESERVES THE RIGHT TO CHANGE SPECIFICATIONS
OF MATERIALS USED IN ITS PRODUCTS WITHOUT NOTIFICATION.
HYDRaDaMPTIC'.
Pumps
A Division of Wylain, Inc.
C.
Post Office Box 327.419/209 300
O*Mmnt& 11114ney ftods. Aohlar4 Ohio 44M
Qnsft — Wylain C - n - UiL Lies. US 111al Dr. bnw*kA 4111aleft 16111T Ift'
inWa8d0ftl OW66 AWV6r4 OfflaYsies 0114;U
momomm
MMEMEN
El
0
momm
No=
Most trouble -tree control ever designed...
Bullelln.710.1
C
Ct
ow
FOR USE IN SEWAGE
AND PRACTICALLY
ALL CHEMICAL
SOLUTIONS!
:NT PENDING
ON
POSITION
OFF
POSITION
900
MERCURY
SWITCH
LEVEL
CONTROL
0 VENTED CORDS
N DIAPHRAGMS
0 #49 MECHANICAL SWITCHES
N NO CLAMPS.
0 #61 SUPPORT RODS
0 NO HOLLOW FLOATS
Mercury tube switch is sealed In solid poly-
urethane float.
Weight outside float holds switch at any de-
sired height in sump.
Designed for over one million cycles of oper-
ation.
Solid polyurethane float makes switch leak-
proof and shockproof.
-3900 REPLACES...
ROD TYPE FLOAT SWITCHES,
DIAPHRAGM SWITCHES, AIR
BUBBLER SYSTEMS..
INSTALL AND. I FORGET!
HYDRnOnM' IC
PUMPS
SEP-13-'c-:@ THU 15:12,16LWA,5SEP. H10+-TECH TEL Wj:206-e*? #304 P01
j --T FILE
T�REL
a.-H..TECI c
collmW"Isirga COATWO
WASS88 HIGH-TRCH COATING9, INC.
PiCS11JILS TRAN91AXTTAL
FAXs (206) 850-3098
ADDRESSa
TOTAL NUMBER OF PAGES (INCLUDING THIS,C.OVER BRENT) A--
R*PLY M VESTEDs YES. BY PAX
YES, or PHONE —
NO
5,
?4
.0410. 9ft #103 44 WUW4W OW
SEP-13-'90' THJ 15-112 M'�!R3H`P HI6F+--`l E F1 TFL 1410: 208 --350---7'P67 ;4-TJ4 P02
w i im K:), FE ft hA IF- Ft F-F F-10 f
4wo� L TIM
SEATTLE'S LARGEST SEWAGE PROJECT'
For 1968
kt
,r_q.
-,YOD-CONSEAL
C H C 11 A T I N C, $ AppH#+4vr-Wl .-JAN.
AVERAGE TEMPERATURE 1 34 deg. F
SEP-13-1 90 THU 15:13 'ESSER H 1 GH-TECH
6 R T E 0 N 0 0 A T I N 0 5
(800) MC PAYNT
TEL NO: 206-e5& -%"? #304 PW
Wasser MC-Conftal
D
E * Sinsile-oomponent, moisture -curing, high solids urethane
9 coating
C
9 Chemical and suffide-resistant concrete coating
P
T Wd, damp application tolerant coating
I
0 High solids, VOO compliant coating
N
a Sealer for interior of now concrete sewer pipe. manways, or
vaults.
U V Ohemlc&l and sulflde-reslstant protective coating for concrete
and metal
0 Surface -tolerant coating for damp or poorly prepared surfaces
* Mixed with aggregate as sealer for stress cracks
Single component - no catalyst mixing errors
Can be applied in cold, damp conditions - at numiditles to 99%
A
D 0 Can be applied at low temperatures - to below freezing
V
A * Typical urethane abrasion resistance and all-around
N performance In harsh environments
A e .:*64dast ranoe of wet chemical resistance
E # Supedor�dhesion to concretes and most surfaces
11� re
be'eps paired,
a V00 66Mpliant
11 .
SEF'13—'50 THU 15;14 lr';LJASSER HJCH—TECH TR. NO - 206-E5 #304 PO4
saw by VoLlme: 6g.0 11.0%
WVD&I. 8.6 10.1 bs
C
V00: Lonthan 3.5 MOM
w
Cowma at 2.0 mk OFT. 424 Wlgal
N
Anytims after 2.4 hour minimum, and bafors 24 houm
7.8riperature refttance: 2860 F oonfinuous
A
Fluh P*W: Above 630 F
L
Cure time, MWmm 2.4.hours for t000sit. or light traffic. Cure times vary with tempGrature and
0
hurnift.
A
Cherrilml resistance: pH 2-12, NS, 14,904, most acids and bases, and most solvents
T
She# Ift 4 months from date of shIllpment, In unq)snad odginall containare storod M
A
to"oratures below W F
P
R
All ourfacee raust be clean and free *f any gmase, drt or exoessive ohalklng�
UI
on mmiste and Stftl. Use Swiep or bixish off b1m, cevio ath on concrete.
R A
F R
A A
On Out, fiberglass, acrylic-, or gelooat, sand fightly and wipe with solvent.
0 T
Note: M044mW will adhalle W rcearly any surfam even without pVar surImb p"ars-
E I
ilm. it m twomm of mmp, risteti, Oarxy surram. howmr, 7" MWDO dblmes following
0
ft abm pwiilmlon when poWbis.
N
A un MC-Trimer oft
P Uge WW, raiDer, or Druch.
P In most mes aWly a single oost ot 1.5-2.0 frills DFT. Allow minirriurn Z-hour cure between
L
I colta.
0 8 Can be rnbcod with aWagate and scrubed Into Wass cracks
A 0 As an acid or sullde risalstant coating on concrete, apply No co3ts at 2.0 miLs DIFT per coal.
T
a ThIs mMhV can be wetted or Immersed In as Ittle as 1-2 hours,
NW@: Wow MO wothwesmay be applW to dwp surlem at " N h humiftes, Av*d apoWon mr
N 9bYbwwetdrq;surpjW�wofwaW. Avoki dppbV x darnp ormt brust" or Mier ba& Inta tw pWritrupeawdy for
6rqjp��
This pWuct Is for Industrial usa only.
cWARNING. Vamr and spray mist are hanful. Consult the material sdety data shoot. Use an
A
apprioved ir*W-oator In oordinod areas when bruBMng or milling. Use a positive pressure air flow
T hoW when 9;Vosed to spmy mist or overspray. Protect skIn andeyes from contact. This
Y
product uordalns oManIc solvents and polylsocyanates, Do not use I you have a chronic or
WIsr9la maction to isocyanales or organic solvem's.
mom Hior4sch coilow wamili its m,*xz iD to ft" wm deftm in rmm wo womenomw wam fth-Tem rmwws Ke
sh%adw &*W BvWs ox*" ferimeo In atinwilm vM ft sofmcm shall be 1khod, at Waw* �%V#4h 00sthes option, ID 911tw- W
plawnlentolipodue" notowlsfritinii ID oft wwrofiry W *mdlt ID 4qer'b ft0oult in ft Inwiwd wivurtol the rat-omforming prodvM. Any
W
A defoo. but In re evW taw tw the exphfam of the sil*kade shAf Ob. w six mondu hwn tho ditliv&V daft. wnWvw Is aNitr. SWs
Wk" till nolf� WasurW169ch CoWnp of rwh nwi-mlomium em rooed tweir chd bar &qw Irm roww7 v4ar this Warmiy.
FVWWWW(aflM="WM1R2ftPftdU1XL NO 15f AMILMlY,
R such M wwmnfas of mimidwilmhulty of %mad bi a pardol of puopw, #ftl Ap", t" r* tovvil Sul %Uof Ifth4od� Coafts N H04 toe
A comegAnN or Inddendal dLmqu.
N of ftprW=z made by Wmanifth-Tach 0mjFVi,w1%oM& In In whrlital Ilwaturo,
T or in "*PWW tD Spedlic biquity. tw 66wWks. to bwAd on data belleved w be how&4w, ihs pmelum and Intiv"ffimn Me leitandod W
Y use hv 11imm havft maWslio sitill " kroo-lvw In ft InMilry, " #wvlwe It [a for Gum ID slidilly IWO Of ft;SARWilty of the amdOM
tar b on parkAisr use and it Md be d&wad tha! "t hw *wm 40, at its s0W &aobn arsd ddL Varkkin in envlmntW� dwvm in
FWWW" of V", ur exavow1w of ftin R*y cum urlwalucay resulm.
UW OF UARILM - WSW% 116MIlly an any cialm WON kied WV&V Ookm be"4 VW W"W% rooffamm Of 11frid liablity. fol
wV low at dwnW &Aft cutol, oxvifloWd with, ormailling ftm ft im of ft pwduoK shall In no am oxxW ft purchwe pft.
"""a &Won, !A 00WOtAta6ed: "ftft bb IkbW 100 ASM"Wfiftdel Wb%14t2AMI
"TAX&
%.WW
zM
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
Public Works e Planning a Parks and Recreation e Engineering
890 . 194
May 14, 1991
STREL"" FIRLE
Bjorn Thuesen
Bjorn Thuesen, Inc. Realtors
322 Main St.
Edmonds, WA 98020
Re: City� Park Condominiums, 430-434 3rd Ave. S.
Engineering Inspection
Dear Bjorn,
pv/
LARRY S. NAUGHTEN
MAYOR
PIETER E. HAHN
DIRECTOR
On May 10, 1991, an engineering inspection was conducted at the subject
project site. Listed below are the deficiencies noted:
1) Parking stall width in front of building "B" not to City standards.
2) Two (2) parking stalls behind and one (1) to the west of building
"A" not to City standards.
3) Drain plug at base of stairs to garage, building "A", plugged.
4) Clean asphalt off of all manhole and utility covers.
5) Clean out sewer manholes.
6) Install locking nuts on manhole covers.
7) Grout around pipes in valve vault.
8) Grout all catch basin and manhole concretee extension rings.
9) Clean out debris from oil separator.
10) Downspout on south side of building "B" not connected to tight
line.
11) Downspout at southwest corner of garage to building "C" not
connected to tight line.
12) Install splash blocks at all downspouts around building "C",
which is not connected to tight line.
* Incorporated August 11, 1890 *
Sister Cities International — Hekinan, Japan
Bjorn Thuesen
May 14, 1991
Page 2
13) Secure chain link fence to posts.
14) Provide exterior lockable latch to gate at lift station panel
enclosure.
15) Enclosure around lift station panel not wide enough.
16) Lift station and system not tested.
17) As -built drawings required.
18) Clean out all catch basins.
19) Lift station telemetry not installed.
20) Repair defective areas of asphalt paving in front of building "A"
21) Parking stalls south of building "B" and building "C" garage (next
to concrete retaining wall) not to City standards.
Because the (lef station and associated equipment have not been tested
to date, a separate punch list may be required. The test on the lift
station, scheduled for this morning, is only a partial test and is not
to be construed as a final test or acceptance of the system. After the
telemetry is in place, a complete test will be conducted on the lift
station.
Before we will consider any additional occupancies, the lift station
must be totally operational. We feel that four (4) weeks from today is
sufficient time to get the system completed.
If you have any questions, please call me.
Sincerely,
ADDISON L. CHRISMAN IV
Engineering Inspector
ALC/sdt
CITYPARK.APT/TXTST530
670 G;�_ '
Al bbrts
0'
STREPa.-T FILE
M E M 0 R A N D U M
May 10, 1991
TO: Mayor Larry S. Naughten
FROM: Gordie Hyde, Engineering Coordinator
VIA: Bob Alberts,'�i��ngineer
SUBJECT: THUESEN LETTERS OF 10-23-90 and 12-18-90
The first letter, requesting street lights, has been forwarded to Bill
Stroud, Street Supervisor, as he is responsible for ordering street
lights if necessary.
The second letter dealt with a request to prune maple trees at the City
park. Pat Harris, Park Maintenance Supervisor, had indicated a
willingness to work with Mr. Thuesen's subcontractor to trim the trees,
which is Mr. Thuesen's responsibility. Apparently, Mr. Thuesen's
subcontractor has not responded to Pat Harris for coordination of the
effort.
GCH/sdt
THUSNLTR/TXTST530
1 0
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
Public Works * Planning 9 Parks and Recreation * Engineering
890 - 194
S.P"ITEET FILE
Bjorn Thuesen
President Bjorn
322 Main Street
May 1, 1991
Thuesen Inc.
Edmonds, WA 98020
Re: Temporary Occupancy request of April 25.
Mr. Thuesen:
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
I agree that you have made repeated requests for temporary
occupancy of your building at 428-434 3rd Avenue South (City Park
Condominiums) and that we have refused each time. Each time I
explained the project was not sufficiently complete to consider a
temporary occupancy. You do not seem to fully understand what our
policy is. Let me explain.
My staff agrees that our current policies have not changed
regarding inspections and occupancy in the past 10 or 15 years. My
staff tells me you have been though the process a number of times
in the past and do not understand your confusion. That policy is
as follows.
1. Once a request is made for "Final Inspection" or
"Permission to Occupy" the departments involved in the
permitting process are notified (the building department is
last to inspect). Each department must grant approval before
a Certificate of Occupancy is granted. The building department
inspection is usually not scheduled until the other
departments have conducted their inspection and have approved.
2. If a request is made for "Temporary Occupancy" the same
process is followed by my department. If each reviewing
department is willing to release (with or without conditions),
the building official may issue a Temporary Occupancy for a
limited period and with specific conditions.
So if all reviewing departments agree to a temporary occupancy the
building official may issue a temporary pursuant to Section 307(d)
of the Uniform Building Code (UBC) . It should be noted that the
UBC is a model code and allows for local interpretation. Section
307(d) is not a mandate but offers a method of granting a temporary
when justified - thus the use of the word MAY in the text.
Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
1 0
In your particular case, the reviewing departments have not granted
permission to issue a temporary occupancy. Engineering and Planning
have reported that too much work remains to be completed to
consider a temporary. For that reason the building department has
not scheduled its final inspection and has yet to determine if the
building's life safety requirements have been met.
Again, I believe the policy is the same as it has always been. I
cannot agree to the issuance of a Temporary Occupancy until each
reviewing department agrees to allow that do be done. I hope this
will clarify the situation at City Park Condominiums.
Richard R. Mumma CBO
Building Official
City of Edmonds
cc: Sharon Nolan �ermit Coordinator
Rob Chave P ia ning Manager
Tom VonSc'Less er, Fire Marshal
Gordie Hyde, En�ineering Department-'�'
Ron Holland, Water Department
thuesen.rrm
110
CITY OF EDMONDS
IV, C BMW 250 - 5TH AVE. N. - EDMONDS. WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
78 910 W19 CI� Public Works * Planning * Parks and Recreation * Engineering
January 4, 1991 %STREE'T FILE
Bjorn Thuesen
322 Main St.
Edmonds, WA. 98020
Dear Bjorn,
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
In response to your letter of December 18, 1990, 1 cannot authorize the
lowering of the park access road adjacent to 430 - 3rd Ave. S. The
proposal, as I understand it, would have to be approved by the Parks
and Recreation Division, Arvilla Ohlde, Manager. My impression is that
changes to City parks have to be approved by the Planning Board as
well. I would recommend -that you contact Ms. Ohlde regarding your
request.
I have talked with Ms. Ohlde regarding having the Park Division crews
trim the overhanging maple trees. I have given her Steve Gillis' name
and number as well.
Thank you for your concern. I am always willing to help in any way I
can.
Sincerely,
GORDON C. HYDE
Engineering Coordinator
GCH/sdt
c: Arvilla Ohlde, Manager
Parks and Recreation Division
THUESEN/TXTST530
A��
Al Vfirts
* Incorporated August 11, 1890 0
Sister Cities International — Helkinan, Japan
BJ6RN 0
THUISENINC., REALTORS
322 MAIN STREET - EDMONDS, WASHINGTON 98020 - 775-1953
December 18, 1990
STREEET FILE
Mr.*Gordy Hyde, Engineering Department
City of Edmonds
250 - 5th Avenue North
Edmonds, WA. 98020
Dear Gordy:
We would appreciatd if you!would consider lowering the.City
Park.road adjoining our condominium development at 430 � 3rd
Avenue South in Edmonds, the purpose�'bein.g to facilitate the
access of the Fire Department to our project.
Also, would you please have the tity"trim the park maple trees.
where they overhang.our.project.�: We-had.a bid from our tree
man of $'300.00 with*the' City removing.th6 debris., His name is
Steve Gillis, a.t,#742-'2926..
Sincerelv.
BT: pn
40 %
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
Public Works e Planning e Parks and Recreation e Engineering
8 90 . 19 9
December 6, 1990
Bjorn Thuesen
322 Main St.
Edmonds, WA. 98020
sorm E r--
it, CT FILE
Re: Release of performance bond money
City Park Apartments, 430 - 3rd Ave. S.
Dear Mr. Thuesen:
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
tK-Aj-A-� / d 7 /?0
-Pf2
- (S'
I conducted an inspection of the subject site this morning to determine
if your performance bond could be released on the following work said
to be complete:
1) Concrete retaining walls
2) Rockery
3) Storm/sewer lines and catch basins
4) Sewer pump station
Based on the inspection, the concrete retaining walls, the storm/
sanitary sewer systems, and the catch basins are not 100% complete.
Partial payment cannot be made on the above items and, therefore, money
for those items cannot be released. I am recommending $1,800 be
released for the rockery and $24,000 be released for the pump station.
When the pump station is operational, I will recommend releasing the
remainder of that portion of the bond.
The total amount of the performance bond that I'am recommending for
release is $25,800.
If you have any questions, please call me at 771-3202.
Sincerely,
ADDISON L. CHRISMAN IV
Engineering Inspector
ALC/sdt
CTYPKAPT/TXTST530
�z q za===-
Al berts I k.-
a Incorporated August 11, 1890 *
Sister Cities International — Hekinan, Japan
Bj6RN
THUESENINC.
322 MAIN STREET - EDMONDS, WASHINGTON 98020 775-1953
December 3, 1990
City of Edmofids
Building Department
250 - 5th Ave. North
Edmonds, WA 98020
Gentlemen:
We would appreciate if You would re -inspect the City Park
property and release the appropriate money for the improvem . ents
installed last month, for which Puget Sound Bank has a hold-
back.
The improvements installed include a concrete retaining wall,
rockery, storm and sanitary sewer, catch basins (some of which
are temporarily covered by dirt). The pump station has been
completed except for a cast iron lid.
Please mail Your Ietter of release to:
Regan Belgard
Puget Sound Bank
1325 Forth Avenue, Ilth Floor
Seattle, WA 98101
with a copy to the undersigned. We would appreciate it if you
would do this Post-haste.
Sincerely,
BT/js
El
% k
BOND RELEASE FORM
CITY OF EDMONDS
DATE: A2
TO: ENGINEERING DEPARTMENT LYLE CHRISMAN
PLANNING DIVISION ED SOMERS
FROM: Jeannine L. Graf, Permit Coordinator
PERMIT# ADB# PLAT#
PROJECT ADDRESS
.DEVELOPER/CONTRACTOR
12
TYPE OF BOND TO BE RELEASED $ 'AK'
6AI
BOND DATE POSTED BOND EXPIRES
Please field inspect for the release of the subject bond. If
there.
outstanding requirements,,.please note in the space provided.
,Wle APe14- .1,4 1,41
.2
0 0-4 a'o
eo el i le"
4.
BOND APPROVED FOR RELEASE DATED
BOND NOT APPROVED, SEE OUTSTANDING REQUIREMENTS
DATED
COPY TO FILE
- 74
777T77 7"1197"
LOVELL-SAUERLAND-& A�Sdlft, INC.
LIEUA OF UDURSOMUL
-19400 38rd Ave. W. Suite 260
LYNNWOOD, WA 98036
Phone (206) 775-1591
W W. 71
Wy&'# M-3- t
AY
STRE FIL'
,,Sr V
...' 'jNj
DATEfJOB
NO.
ATTENTIO��., on.
jt:��,A
\ (161M
WE ARE SENDING YOU �<Attached 0 Under separatePIAVvi�a; the following items:
0 Shop drawings N4rints . I PIS 0 Samples 0 Specifications
El Copy of letter 0 Change order El
DESCRIPTION
M a mo;y N. u awl
THESE ARE TRANSMITTED as checked below:
��For approval 0 Approved as submitted
0 For your use 0 Approved as noted
W0 A requested El Returned for corrections
For review and comment 0
0 FOR BIDS DUE 19
REMARKS
• Resubmit -copies for approval
• Submit -copies for distribution
El Return -corrected prints
0 PRINTS RETURNED AFTER LOAN TO US
COPY TO SIGNED:
If enclosures are not as noted, kindly notify us at once.
PRODUCT 24�2 Im GMtM, MM 01471.
,Am
City of Edmonds
m
INTER -OFFICE CORRESPONDENCE�
TO
FROM 9 DATE
SUBJECT
qh_�
a
RECEIVED
!3EP 081989
PW�'LIL vov&%t%4
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j I
STREET FlU
rl"Ij
AT"
m4y
6A)
WAqJor
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42
46
STREET FILE M E M 0 R A N D U M I
January 20, 1989
TO: Leigh Francis, Associate Planner
Planning Division
FROM: Gordy Hyde, Engineering Coordinator
Engineering Division
SUBJECT: FEBRUARY 1 ADB AGENDA ITEMS
I tem
ADB-1-89 ' No problem
ADB-2-89-
No comment
ADB-3-89
OK; no sight obstruction
ADB-4-89
No comment
ADB-5-89
Signs OK; question use, as discussed in CRC meeting
ADB-6-89
No comment
ADB-8-89
No c omment
ADB-9-89.
Sign as it exists creates a sight obstruction. Would
be much better if sign could be placed in planting bed
on west property line. Change in parking no problem,
except rhody in east bed must be relocated or replaced
with plants that can be looked over.
ADB-114-88'
Chain and lock on alley access is not a requirement.
Cross sections of site should be provided to assure us
of parking lot grades.
ADB-122-88 Construct curb, gutter and sidewalk along frontage of
201st St. S.W. for future 36' road section curb -to -curb.
,-/ADB-66-88 - No comment
GH/sdt
FEBADB/TXTST530
db
I q_�
V/'
Accclvl-?v�c- 1�qrw /1' /).
STR t '.
FILE
71 V411
lkv� - ler IV71'1',�-X�IV p,
1vr cpltllllrlvr-
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ONWilrAl '�I<xr-xl r-"'lz
A1Z-VV IMI,21--AW112�3zr-
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6-2 -7 -ff - A t-7VJ1W7
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b. -�- ( - W' Y( (11V17- &-IC- 78C lj,-�Af XI-1-101�IyWIS 31�)j
LrewjC— &'V) S7,;f-r/O,-j 70
4W 7V U
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mllo fne ewe-k SOO otl-yo�
4 OVI 7- 1jr"'--
Sp z '�414tTlAjr' f. r":; 111�e- t) 1-.,),VA W/J.
41S 411-erg�l rrel)
h10 ('01:1/ & It;
747v Y*?-//,/.)/7//
DRAINAGE CALCULATIONS 13-Sep-89 (Snohomish County)
THUESEN APARTMENTS, LSA #1876
Total area, acres
295
Time of Concentration:
Cummulative
"Flow length Vertical
Ground
Type
Runoff Time
of
Travel Time
feet Drop
Slope
Cover Velocity Travel
5.000
13 1.2
9.23%
paved
6.23
0.03."
5.03�- 1
43 2.0
4.65%
paved
4.39
0.16
5.20" 1
%49.9- 8.0
76-6-r�0,81/
p a v e d
5.82
0.28
-5-. 4-8�q,. I
13 1.0
7.69%
paved
5.67
0.04
5.52 1
Piped: (based on pipes flowing
full, no
pressure)
length: dia;
slope:
n:
V:
time:
total: R-.
72 1.00
8.19%*
0.024
7.1
0.17"
5.69 0.25
140 1 .00
4.21%*
0.024
5. 1
-0 46
- 6. 15 0. 25
15 1 1 00
3.33%*
0.012
1/
0 ., 0 3
1-� 6. 18 0.25
10
Time of Concentration,
T(c) minutes
6. 17 9
Design storm, 1(10yr),
------------------------------------------------------------
Itc in/hr =
2.316
RETAINED:
Area of retained flow,
Ar acres
1.295 ,
Ar sf
56400
Exist runoff coeff, by
proportional
areas:
C
impervious areas, <
76.00%
approx.
0.90 x
42864
landscaping, >
24.00%
0.20 x
13536
other
0.00 x
0
other
0.00 x
0
Total Area, sf 56400
Cer 0.732
Flow off ret. area, ger cfs= (Itc x Ar x Cer) = 2.195
Compare this flowrate to the capacities of all pipes listed above.
Pipes are adequate.
Trapezoidal channel flow calculation:
2-year storm intensity:
Flow from 2 year storm using modified rational method=
Friction factor
Side slope =
Channel bottom slope =
Channel bottom width =
Depth =
Top width, wetted
Area wetted =
Wetted Perimeter
Hydraulic Radius, R =
Freeboard sideslope =
Top width with 0.750 ft
Calc'd Discharge, 0
Calc'd Velocity, v
0.030 grass lined swale
3.0 H : IV
0.50%
4.000
feet
0.292
feet,
5.750
f eet
I . 422
sf -'
5.845
feet
0.243
3.0
H : IV
freeboard
included
3.5 inches
1.95 cfs reqd flow:
1.369 fps/ preferred
2. OOB in/hr
1.903 cfs,,--
10.250 feet
1-1-,
1.903 cfs
0.500 fps max
9:
5. 54
3. 97
7. 07
Glc
Appendix:
CHART 35,
RESISTANCE OF VALVES
AND FITTINGS TO FLOW OF FLUMS
)pen
EXAMPLE: The dashed
line shows that the resis-
tance of a 6-in. standard
elbow is equivalent to MgleValv', Open
approximately 16 ft of
6-in.'standard pipe.
NOTE: For 'sudden
enlargements or sudden
contractions, use the
smaller diameter, d on
Swing Check Valve,
the pipe -size scale. Fully O'pen
Head loss through check
valves varies with types
manufactured. Consult
with manuf.�ctijrer for
correct�v�l Close Ret n Bend
Standard Tee
Through Side Outlet
Standard E 13ow or run of
Tee reduced 1/2
Me urn weep — 11
run of Tee reduced 1/4
Long Sweep Elbow or
ran of Standard Tee
77
MW
1 te e
� v
V 'v
V. lo:ed
osed
— 1/2 osed
— '�/A C I ed
— Fully 0 en
Standard Tee
Square Elbow
3000
2000
1000
48 —T-
50
500
42—,
1
36-1
300
30-1
30
200
22 2j44-
000�
18, � -
-20
I
16�
14
Bor E rance
r L r ance
so
Q)
J--
12-
w
30
10
9
20
uddenEnlargern t
U)
a4
7-7
'/4
0
6-
d/D-
1/4
5-
5
d/ D -
Y2 —
-
Ei
4--
Ordinary Entrance
-3
3
_L 3
E��
2
1
Ei
0
-2
-Suen �,,trat,�on-
1
1 V2 —
d/ D - 1/4
d/D-1/2
-
11/4-
d/D -3 /4
70.5
��r
-0.3
0.2
1/4
45* Elbow
2-1
-0.1
0.5
Courtesy of Crane Co.
0�
E
I
lr,�
I M
CHART 4
Table of "C" Values for "Hazen and Williams Formula" i !
CONSTANT TYPE OF PIPE
CONSTANT
�T�PE OF PIPE
155 Driscopipe
110
Ten to twelve years old cast iron pipe
140 New steel pipe or tubi ng
Vitrified pipe
I
j iral riveted steel, flow with lap
'Sp
Glass tubing
Asbestos cement
G�lvanized steel
130 Copper tubing
100
Spiral riveted steel, flow against lap
Ordinary brass pipe
T�irteen to twenty years old cast
Cast iron — new
iron pipe
Cast iron — tar coated
Lt new
G�vanized steel — over 5 years old
Cast iron — fully cemen
't lined
Cast iron — tar coated over
125 Steel pipe — old
10 years old
120 Wood stave pipe
90
T�enty-six to thirty-year old cast
Concrete pipe
iron pipe
New wrought iron pipe
I
60
corrugated steel pipe
Four to six years old ca
st iron pipe
Fitting EresLure Drop: Listed below in Chart 5 are various
common piiping system components ana the associated
pressure Ic)ss through the fitting expressed as an equivalent
length of straight pipe in terms of diameters. The. inside
diameter Gx.i feet) multiplied by the equi I valent length
diameters c lives the equivalent length (in feet) of pipe. This
equivalent le,ngth of pipe is added to the' total footage of the
piping systenn when calculating the total system pressure
drop. I
These equivalent lengths should be
approximatic,n suitable for most inst
CHART 5
an
Fabricaited Fi, tting Equiv. Length
Running Tee . ................ ... 20 D
Branch Tee . ..................... -Tc� ............. 50 D
.30 D
900 Fab, ED .................. % .............
600 Fab, Ell ...................... % .............. 25 D
450 Fab, Ell ...................... ... .......... 18 D
60 D
4 5' Fab, Wye! ................. r ................ —
Conventional Globe Valve (Full Open) .............. 350 D
Conventional Angle Valve (Full OperJ ..... 180 D
Conventional Wedge Gato Valve (Full Oper� ..... ......... 15 D
Butterfly Valv(� (Full OperZ) ............ I ............... 40 D
Conventional Swing Chec.k Valve ....... I .............. 100 D
(See Appendix fc)r further data oil resistance of valves land fittings to flow.)
12.
kinetic energy in the water in a pipe because
of its mass and velocity If the velocity is
opened and closed slowly Even greater water
hammer can be caused by air entrapment.
never be allowed to exceed the pressure
suddenly reduced, as would occur by the
closure of a valve, this energy cannot be
System design should provide ways of
rating of the pipe. NOTE: To allow for cyclic
loading effects an6 surge, Simpson
&)'nuick
sily absorbed. The instantaneous shock
may generate excessively high pressures
preventing air entrapment,
Pressure and Surges: Pressul-
Icty
recommends the working pressure be limited
to 70% to 80% of the pipe pressure rating.
known as water hammer. This effect becomes
be calculated from Figure 1. The combination
of static pressure and surge pressure should
greater as the velocity is higher and/or the
valve closure time is shorter. Valves should be
Wfocity
Feetper
Friction
Head
Friction Loss
Pounds per
Velocity
Feetper
Friction
Head
Friction Lo
Pound pers
Velocity
F e,
Friction
Head
i
Friction Loss
Velocity
Friction
Friction �oss
Gallons
Second
Feet
Square inch
Second
Feet
Squa resinch
S Vopn
Feet
Pounds per
Square Inch
Feet per
Head
Poundsper
per
I
Second
Feet
Square Inch
Minute
1% In.
21
2 1
�3 In.
0.27
0.02
0.0087
0.17
0.01
0.004
1
0.68
0.96
0.14
0.25
0.059
0-104
0.44
0.045
0,020
0.30
0.025
0.011
0.20
Q.01
O.OG45
2
5
D
136
04
047
020
0.61
0.87
008
0.16
0.035
n orci
0.42
0.59
0.035
0-06
0.015
0.026
0.28
0.40
d.014
6.02
0.0063
0.0091
7
1.00
DA3
1.30
0.33
0.14
0.88
0.13
10
2.72
1.71
0.74
1.73.�
0.57
0.25
1.18
0.22
0.056
0.095
0.59
0 1 .05
0.022
15
3.40
2.59
1.12
2.16
0.86
0.37
1.47
0.34
0.15
0.79
0.99
0.09
0!13
0.039'
20
4.08
3.63
1.57
2.60
1.21
0.52
1.77
0.47
0,20
1.19
0!18
0.056
25
4.76
5.44
4.83
' 2.09
3.03
1.61
0.70
2.06
0.63
0.27
1.39
O�24
0.078.
30
35
6.12
6.18
7.69
2.68
3.33
3.46
2.06
0.85
2.35
C ).81
0.35
1.59
-.2-101,
0.'31
0.13 1
40
6.80'
9.34
4.04
3.90
4.33
2.56
3.11
1.11
2.65
1
0.43
1.78
0-'38
1
0.16
45
8.16
13.10
5.67
5.19
4.36
1.35
1.89
2.94
1.22
0.53
1.98
0.47
0.20
50
9.52
17.42
7.54
6.06
5.80
2.51
3.53
4.12
1.71
0.74
2.38
01�
0.28
60
10.19
19.80
8.57
6.49
6.60
2.86
4.41
2.27
2.58 '
0.98
2.78
Q.k
0.38
70
1.12
�'.-970
99
0 - 43
75
10.87 22.31 9.66
6.92 7.43 3.22
4.71 2.91
12.23
27.75
12,02
7.79
9.25
4.01
5.30
3.62
1.26
3.17
1.1,1
048
80
13.59
33.73
14.61
8.66
11.24
4.87
5.89
4.39
1.57
3.57
1.�8
0'60
90
1.90
3.97
1.68
0.73
100
10 in.
7.36
6.65
2.88
4.96
2.64
1.10
125
8.83
9.31
4.03
5.95
3.56
1-54
150
0,83
0.027
0.012
10.31
12.40
5.37
6.94
4.i4
2-05
175
1.05
0.04
0.017
12 in.
7.93
6.0'7
2.63
200
1 ')6
OM
0.022
9.92
-
9. ii8
3.98
250
300
1.47
0,075
0.033
00-1
0.017
350
1.68 0.09 0,039
1.19 0.04 0.Q1 7,
1.89
0� I 1
0.048
1.34
0.05
0.022
400
2,10
0.14
0,061
1.49
0.06
0,026
450
14
0.29
013
-T2 -2
2.23
0.13
0 056
500
750
,1 19
0.50
298
n ' 22
0.095
1000
5 27 0.76 0.33
3.73 0-j"I 0.15
6 2 9
1.06
0.4(i
41.47
0.46
0.20
1250
6.�8
181
0.78
5.96
0.79
U4
1500
10,48
2.74
1.19
_707-6
7.45
1.20
0.52
2000
2500
- 58
'�.84
-
1.67
0.72
3000
10.43 2.22 0.96
11-92
2.86
11.24
35W
13.41
3�54
1.53
4000
4500
Note: A slide rule with this information is availa-ble.
5
A-9 I t".� / 54 C rt
,4uw,wL Lful
ol I "��
RJA4.4
Z
0
U
04
0
U.
CItY OF EDMONDS
COMMUNITY SERVICES DEPARTMENT
RIGHT-OF-WAY CONSTRUCTION PERMIT
A. 9 Owner:
Name
Mailing Address
City State Zip
t No. q0_
ypermi
issue Date tn -t q Ao
/^ ^A
B. e Contractor: , �- )- 6 u/ r
Nire
, 0 .
iliny,ziddreis
_11t, e-- f
City State Zip
State License Number Terepho'ne Number
C. * Address or Vicinity of Construction:
/ 3 y
Type of Work to be Done: (,!!&2 d'& :Q2 C,10 1'1_AJ-: c>A�)
D. 0 Work in Connection With: 0 Sub or Plat 0 Single Family
0 Commercial Multifamily
E. 9 Pavement Cut: 1A Y El N F. 0 Size of Cut: �3 X F2 0
APPLICANT TO READ AND SIGN
El City Projects
El Utility
INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds
harmless from any injuries, damages, or claims of any kind or description whatsoever, forseen or unforseen, that may
be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense
of any legal proceedings including defense costs, court costs, and attorney fees by reason of granting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE
YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK.
Estimated restoration fees will be held until the final street patch is completed by City forces, at which time a debit or credit will be
processed for issuance to the applicant.
• A 24 hour notice is required for inspection; Please call Engineering: 771-3202
• Work is to be inspected during progress and at completion.
• Restoration to be in accordance with City Code. `TR R E
• Street to be kept clean at all times.
• Traffic Control to be in accordance with City regulations.
• All street -cut ditches must be patched with asphalt or City approved material prior to end of working day;
NO EXCEPTIONS.
I understand the above and that this permit must be available at the job site for inspection purposes at all times.
Signature
>
Owne'ro or/Contra"'ctor
This Permit Must be Posted at the Job Site For Inspection Purposes
Call DIAL -A -DIG Prior to Beginning Work
APPROVED BY:
PERMIT FEE: -�n - (:) C)
Time Authorized: Void after days. Restoration Fee:
Special Conditions: Ck2LK� TVA-X-64 7TP Receipt No.:
Cis 70 ISS1 — Fund I I I Fee: 199 .()C)
S:T-- - Street Cut Dimensions:
GIs "4—t-
RELEAWD) BY: Date INSPECTED BY Date
At4? vJa.�L
C
NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE
ing. Uiv. maren iwsv
RIGHT OF WAY CONSTRUCTION PERMIT ROUTING FORM
CONTR ACTOR (2A DATE PERMIT RECEIVED
WORK ADDRESS �(30 5, SIZE OF CUT: 3 X30
DATE TO ROY WHITCUTT FOR REVIEW: zz -57z
FROM-ROY TO PUBLIC WORKS:
PUBLIC WORKS DATE SENT
REVIEWED BY BOBBY MILLS
REVIEWED BY BILL STROUD
REVIEWED BY ARCHIE BRENA
COMMENTS:
—p� �e)
FROM PUBLIC WORKS, ROUTE TO ENGINEERING_
ENGINEERING DATE SENT COMMENTS:
REVIEWED BY NOEL MILLER
REVIEWED BY DAN SMITH lq6 r)�
FROM ENGINEERING TO PLANNING(For ALL Above.Ground Work)
PLANNING DATE SENT
REVIEWED BY JOHN BISSELL
DATE PERMIT ISSUED 4ol I q /q 6 PERMIT # qO WC)
(20)
Rev. 11/14/89
lfc
R/WFORM/TXTRECEP
R.EC E I v E j)
JUN 15 1990
PUBLIC WORKS
C Z I V Z.,,)
JUN 18 1��U
F.Nr,IN,rFJ9lNr,
, 890 .199 -
CIT.Y OF EDMONDS RECEIVED
700 MAIN ST. * EDMONDS, WA 98020 * (206) 775-2525
PARKS AND RECREATION DIVISION APR 3 0 1990
April 28, 1990
Mr. Bjorn Thuesen
322 Main Street
Edmonds, WA 98020
Dear Mr. Thuesen:
F N r! I � IP: 0 1 N, r".
STREET FILE
LARRY S. NALIGHTEN
MAYOR
Since construction commenced this past week on the-,propqrty North of
City Park, a dangerous situation has arisen regarding construction
vehicles parking adjacent to the park road exit. This is creating a
blind area where drivers exit'ing'the park cannot see vehicles traveling
on Third Avenue.
I have discussed this with the on -site Project Manager but the
situation still persists. Could you please discuss this with your
Project Manager and all subcontractors doing work at this location? I
would recommend holding vehicles back at least forty five feet on
either side of the exit.
Your cooperation will be greatly appreciated.
Sincerely,
Pat Harris
Park Maintenance Supervisor
cc Arvilla Ohlde
V/
0 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
0
0
Lovell-Sauerland
& Associates, Inc.
Engineers/ Surveyors/ Planners/ Development Consultants
City of Edmonds
Engineering Dept.
250 5th Ave. N.
Edmonds, WA. 98020
Attn: Jerry Hauth
Dear Jerry:
s-rREET FILE
19400 33rd Ave. W., Suite 200
Lynnwood, Washington 98036
(206) 775-1591
Seattle: (206) 340-0830
FAX: (206) 672-7998
March 30, 1990
LSA File No. 1876
As you requested yesterday I have verified the grading quantities
on Bjorn Thuesen's City Park Apartments. The calculations in our
file show 2631 cubic yards of cut and 937 cubic yards of fill,
based on average end areas of plotted cross sections. Therefore
the 3,600 cubic yard figure in the grading permit application is
accurate.
I have also modified the drainage and grading plans to provide dual
culverts in the swale as requested. one copy of each of these
sheets are hereby forwarded. Let me know if there is anything else
you need.
Sincerely,
Craig Campbell, P.E.
STREET FILE
1A1,10
. .. . ....... .
r,77
tX)
SEP-10-190 MON 10:54
H I GH-TECH
5 rd -
#297 P01
WMSER 1310H-TECH'COATINGSt INC.
FACSIMILE TRANOMITTAL
FAXi (206) 650-3098
NAISISTANT COATINGS
RECEIVED
SEP 10 1990
ENGINEFRINn
DA=
TO: FAX Lao -1 -7 c� — 5 2-Z-
COMPAM I PHONE:
ADDRESSt
FROM PHONE:
TOTAL NUMBER OF PAGES (INCLUDING THIS COVER BURET) "7
REPLY REQUESTED: YES# By FAX.
YES, BY PHONE L--�-
so
SEP-10�190 MON 10:55 SER HIGH-TECH
LN 9
WOSSER
_r �_O A T I N G 6
(800) MC PAYNT
PRODUCT DATA
Wasser MC -Tar
D
E ngki-component, moisture -curing urethane
C
R Utethaneftutopcoat
P Color: Slack
T
I High solids, VOC compliant c oating
0
N
Any use where steel or concrete is immersed or exposed to
splash. zone, high humidity, sewage, or buried environments
U Any use where coal tar epoxy has been used and a better finish
is desired
Any, field repaint of the above uses where cold, damp, and/or
hilh humidities. limit the use of typical epoxy or urethane
coot
$ingle.component - no catalyst mixing errors
Can be applied In cold, damp conditions - at humidities to 99%
A Can be applied at low temperatures - to below freezing
D Superior to coal tar epoxy for heat reSi3tance, chemical
V
A resistance, flexibility, weathering, and resistance to cracking
N Outstanding resistance to salt and fresh waterin immersion or
T oiwii zone
A
a Typical urethane flexibility and abrasion resistance
E Typical urethane resistance to cathodic disbondment
Can be Immersed In one hour - means very short down times
::Eaoli�jecoatable, easily repaired
V60 dompliant
H I GH-TECH TEL AZ57 KI
NABSIR Hl2kUF&H C0&'n-H9l
Coating Specification 126
jar epoxy, and other coatings with MC -Tar.
1. Purpoee.- To proMe an Improv0d aftornStIve to typlesi lot or epay ter coatings, and one that also
ft" lMprGVGd 9ppiloation mW curing properties.
IL sufte PropeNtion
A. over bar* sleet, use SSPO-SPI 0 Near VMW Blast for Immardicn. and SSPO-SPS COMrnerclal
Blast for no"al, non-Immorsion or buried applioations.
S. on Conorete, mmove excess dirt, grease, and chalk by sweep or water 'buing.
C. Over old ooa"s. use sweep blast or high pmesure water blast.
0. Over galvanized steel, surface must be free of grease and OIL
r-. When used over MC-Zlno, U88 2-4 mile DFT (Dry Flkn ThWass) of MO-Zina.
F. over aid tW* adherent epoxy tar, use power waSh or solvent wipe.
Note: ins product and most Wamr urethamis are designed to adhom to poo4 preparsd
surfaces such as old paMt, aghtly adherent rust, and poorty cleaned surfaces; however, led
patches should be made when good surface preparation N not possible.
Ill. costing
Appty one or more Coats of Wasser MC -Tar by brush, railer, or sprity at 4-8 OFT per coat.
1. Use Mo-Tar at 10-12 Nis to replace 16-20 rals typical coal tar epoxy on steel oroonOft--,
2. Use a-12 mile MC -Tar to replace 40-80 mils hot doed tar on concrete, or burled or non-
3. Use 6-10 rNIs MC -Tar to replace 40-80 mile hot doed tar on galvanlzq� Burtaces,
cxs:— (D i&-A n-�
Q
SEP-10-190 MON 10:59 6 PSSER HIGH-TECH TEL N0:206-850,f #237 PO?
Application Guide
N I ON - 7 E 0 IN C 0 AT M 0 Fwaterworksl Wastewater, Pipeline
Description
Gurkloo
Preparallon
First Cost
second Coal
Third Coat
Matedal
DFT
Material
DFr
material
DFT
(see no 1)
GeneMl fteWork
ImmierM In fresh
or Saft Water
10
MO-Zft
3
MC -Tar
6
MC -Tar
6
Previously PaInted
PP1
MC-21ne
Spot
MC -Tar
4
MC -Tar
4
Whom Color
Is Raqulmd
10
Mc-zlrc
3
MC-Forrox B
3
MO-Ferrox A
Qfts, I aft
10
MC-Zft
a
MoTar
6
MC -Tar
Whore Color
le R"ulred
10
M0-ZIno
a
MO-Ferrox B
3
IVIC-Ferrox A
3
Penstooke
10
me-M-W
a
MC -Tar
0
MC -Tar
6
FkadW Iftinom
TM*h Rack@
10
MO-Zhv
3
MO -Tar
5
MQ-TU
6
Gtftl Empo
to smop
k
PH 4-11
10
MC_z=
3
MG -Tar or
6
MC -Tar or
6
IVIC-Forrox B
3
MC-Ferrox A
3
PH 2-12
10
MG-Ferrox 8
3
MC-Ferrox B
3
MC-Ferrox A
CancreN 01gMer
BT
MC-Ta(
6
MC -Ter
6
Over Old Epoxy Tar
FF1
MC -Tar
a
MC -Tar
6
ploollne
Buried
6
MC-Zlnc
3
MC -Tar
6
MC -Tar
6
Immemed In Frah
of SAN Water
10
MO -Zinc;
3
MG -Tar
6
MC -Tar
6
Above Ground
6
MO -Zinc
3
MC-Ferrox B
3
MC-Ferox A
3
NOVIDUSly Painted
PPI
MO-Zine
SPot
MC-Ferrox B
3
JUIC-Ferrox A
3
To ROPIM Hot Tar
PPI
MC -Tar
a
MC -Tar
6
'AN Wasser systems a
9 remmmeml
for use wfth cathadr
ProtaTion,
Note: I -9u0MPs*W *m
a. Where blestina Is doe the number Is the S&M-81D number. le. $$PC.SP6 Commercial Is 6,
b, Where old coaling Is W removed the number will ba MI. This IA awasp blam at power wash with spot cleanlng or blasting of
spot oomnbn.
C. SIM ftCk W bkgCng d MCIVIO will In B.T.
2. On Is &a dry film thk*rwas. Cansult the Irdividual data oh"ll for coverap at thia DIFT
0—
SEP-10-'90 MON 10;56 'Ar SER HICH-TECH TEL NO-206-85 4 7 #297 PW
600 by volume: 01.0 12.0%
H VOID: Lm ftn P-0 Wqal
N
00"MP N a MIS: 160 ft
RefooaMilty: Anytime after 4-6 houm
A
L 6 Tem;mrature resistance: Wet, 1805 F conlinuolua; dry, 2400 F contlnous
D a Flah mW: Above GIV F
A
T 6 Shoff Ile: a monthe from date of shipment, In unopened orli;iiinal conWriam otorod at
A tommiratums below 050 F
P
Over barls s", uee GGPCP-ePl 0 Near WNte Blast for immersion, and $$PC -$PC Oommerolal
R
Mast for normal, non -Immersion or burled applioatlans.
8
9
4, on concrete, romove ameses dK gres", and ehalk by sweep or water blasting.
U
R
P
A
9 Ovw old ow"s, use availap blast or high pressure water Mast.
IF
it
6 Over galvanized at"I, surface must be free of greass and oil.
A
A
e When used over MO -Zino, use 2-4 mils DFT (Dry Film ThIckne") of MC�Zino.
C
T
s Over old tl�iihtly adheirent epoxy tar, use power wash or solvent wipe.
E
I
0
Now: TN& Produot and meat Wasser uireftnes m desicrod to adore to poorly owared surboes such as old
N
point Opq adheren rjA and poody cloarted surkees; howem, led patches shoWd be make when goot! surkm
promatiorl Is not poselble.
2 Oonsuld 013RW Painting Ices,
A Use orily MG-THnner
P Ap* fit 4.7 mile DIFT per coat. Avoid Ogle applications above 10 mils DFT,
P On stsel qp over MC41ra N possible. This gives cathodic praltection R there Is any mechanical damage.
L D . our* wdnlrnum 4 hours between ovate at minimum 30% relative humldlty and 40-9v F. N
I humidity Is 10-30%orternimrsture Is 25401 F. allow more time between costs. FlImeabove6mlls!)FT
C ris Irs kmw dly times.
A Canibe Immersed dw arm hour. If addklomal aeau are required, Immerslam Is ftermlited between eatis.
Tsinr all soft* aM reaWs must'loo washed away before v000st6mg.
0 NoWo Wasoor MO wmhorm iney be applied to 4saV surfaces at vory NO humidities. Avoid sWioodon ovor
N obvious wet dt%m or puddle& of water. Avold clipping a dwnp or wet brush or roller back Into the psint n*mtody Jor
lom poluds of dme vAftut uft mom mk Introduding water Initt the paint can cause aeft.
P
ThIB produd Is for Industrial use only.
A mmwq; vapor and spray mist are harmful, Consult the material safety data shoot. Use an
F U approved respirator In oonflned areas when brushing or rolling. Use a positive pressure air flow
T T hood when exposed to spray mist or overepray. IMad skin and eM f rom contact. This
Y I
0 product ContaIns organic solvents and polylsocyanates. Do not use If you have a chronic or
N allergic maction to Isolcyanates or orgainic so"nts.
Wasm HVI-resh 1, , g -W.M. to waloum to be 6" form Owwa in MROW ord wortmonow. WOW "WI -TOM C4000 oft
g I WW guyefteaduslus rum@* In Conimcdon with to prndum shM hs Ibn1locl, n Waner aption. to althw w
Any
W CWmwvbrhsftm"muwtbomadebyBuywtcW"wH�h-TechcoadnpinwdingvdtNnflve(S)dopof&Wodlswvwyolftdahw
A 40*4 W In me ovent law Ow Ow #*mion of tho OWimWe #W Oft, of alm rmmft ftm ft dclKvry dow whicho Yo Is wrw. Outreeo
R fWkn to no* Wooer ftl.Tech Calm of such nori-coribmw= a reautrW hsr* &h&II bar Buyer hm rocnery under ft Worranly.
R Wow HIP-ToMCnftsmaltes no oftrwarramiss wrtmolngft productL NDoM*rwaiffendst,wi*therem(m,imMied,ofaMwory,
A susites wwWrilop ofmonrislinlo011y offln" f9(a "rjWor pm"O, oftl apply, In reenni shell Wooer Hliiih-Tath Onthle to 9WO for
N awaffAmls! ar I toldw Od dwaW.
T Any momtranindelt or slantlan roldnq ID 1he use of the Wadum mods by Wasur HIgh-Tsch CutIrllis, whether In Its Oftkal llwature,
Y Wh 81POI isio simllichwhy, or Colorwilo'.18 buw an dalabstlem 0 be (ellattle, howm, ft plotluvs aM WwMon are InivVed for
use V/ Owert; rapt" NqMN an arw KFOR-low in the Irdusly, wd row" It Is 10 &W W saftly MW of Me sumnow of ft Poducts
hw he oven portisular use wid It " bo dmrmW thist Wtor hu 4loms so, at;u mob disawdon armi &k. Vwkdw In on-Ammmon% amuVes In
W" CW W"lu" - %van#06 1141011V on " GWM @4 any MW. Ensludme awme ba"d up" wasm.% ""Peonoo of @viol 1"Illy, hr
aR bu or dermp orbing vA of, ownxiscl whh, w mesultIng h— to um of Ols pmduaft, sW In re asso owleed to purchsoo pdos
ego" w to ptodugs or port dw ~ give rise to ft cldm. In no evorn " Wasser be IWM for consequortle! or IncMensol
dm M
-.01
%-.O�
SEP-10-'90 MON 10: 56 V'5� HIGH-TECH TEL NO: 206-6511#7 4297 P06
Primers; Description:
MO-Zlnc most vers'aille, easy to use, zinc rich ooaflng.
MC-0191 Primer/Topoost Specialty primerldoating with chemical resistance for steel and
aluminum.
Primers/Intermedlates:
-MC-Ferrox 5 Unique MIOX coating with many uses. Best possible pdmor/
Intermellate on previously painted bridges and madne steel.
Colors and metaluos.
IVIC-Intermedlate Universal primerlintermediate In marine atmospheres.
IVIC-Luster Intermediate Low gloss, allphatio, long life exterfor coating or colored base coal
under M"lear. Colors and metallics.
Topcoats:
MC-Shleldcoat
Super color coat. aliphatic long life exterior poatina. High gloss,
chemical resistant coating on structures and floors. All colors.
MC-Forrox A
Vnique MIOX, aliphatic oosting. Longest life of any urelhane.
Many uses, bridges, chemloW, marine. Colors and metallIcs.
MO-Aroshield
k0matio version of Shleldcoat. High gloss, chemical resistant.
for.intedor or cloudy exterior
uni lirsal ooatina
IVIC-Tar
MI or regular Super 000tl ng to replaoa coal tar epoxy. Usewlth
ra-p- immersion on splash zone, pipeline, water -worms, marine,
and paper mill.
MC -Clear
Most durable chemical resistant, aliphatic coating. Super high
loss on woR concrete floors. Long IffeclearcoatoverMO-Luster
ntermadlate and MC-Ferrox A. IndusWal, marine, automotive.
MC-Arodear
Same properties as MC -Clear, but for Intedor use.
Specialty Coatings:
MC-ConSeel Sulfide resistant sealer/coating for concrete pipe colors and clear.
MC-Antigraffiti Clow All the pmpertlee of MC -Clear, but repels everything, Ice. marking
pens. paint. dirt. Very light stable.
MC -Aluminum Primer. topcoat In metallic oolors and silver. Recoats weathered
galvanized steel. Iricapsulates rust, Universal coating.
Note: All of the above products can be applied In cold, damp or high hurniclity atmospheres and
oan be Immersed after one hour,
SEP-1&-190 MON 10!57 1 R HIGH-TECH TEL NO!206-950-2967 U297 P05
SINGLE COMPONENT MOISTURE CURE URETHANES
Highest Performance Trouble Free Application
- Maximum Coating Life
7ft I
a Best Oorrosion resistance Can be applied on oold darrip'3urfav@3
'w
t I m 415 below r1q:
Pem1ur t ezlng
m to 99.V
- Broaciest range of general chernical at temperatures below freezing
resigance at humidities to 99%
4)
0 4)w P ri)rtdc 0
- Urethane flexibility, weathering and No dew point restriction
abrasion resistance
Outstancling color and gloss retention
Stmple to Specify
- Fewer application delays
- Year round application season
- VOC.00mpliont
--�.Does not require an approved applicator
LOVELL-SAU LAND & ASSOCRT,*C.
0
19400 33rd Ave. W. Suite
LYNNWOOD, WA 98036
LIETTO @F TURSOUMIL
Phone (206) 775-1591
TO "�""CVIV
_Q71 OF r r)
JUN 2 8 isan
MLL-T FILE
WE ARE SENDING YOU Attached El Under separate cover via —
El Shop drawings El Prints Plans
El Copy of letter 0 Change order
DATEe� t_) _[76i
N3-
ATTENTION L �_ C—e—
RE:
0 Samples
the following items:
0 Specifications
COPIES
DATE
NO.
DESCRIPTION
THESE ARE TRANSMITTED as checked below:
•
For approval
•
For your use
> �<
As requested
E3
For review and comment
0
FOR BIDS DUE
REMARKS
• Approved as submitted
• Approved as noted
El Returned for corrections
F1
• Resubmit —copies for approval
• Submit —copies for distribution
• Return —corrected prints
19 0 PRINTS RETURNED AFTER LOAN TO US
COPY TO f
SIGNED: Lkst__�'
PRODUCT 240.2 Ix, Won, Mm 01471. If enclosures are not as noted, kindly notify us at once.
2q
M E M 0 R A N D U M
June 11, 1991
TO: Dick Mumma
Building Official
FROM: Ron Holland
Water/Sewer Supervisor
SUBJECf: ACCEPTANCE TO THE NEW LIFT STATION
Q-U-4 W^12r-
In regards to acceptance of the new Lift Station for sanitary waste
for the Third Ave, Park Apartments.
We have inspected this facility and found the following changes are
needed in order to finalize this project. These changes are currently
being worked on and should be completed in no time.
1. Brackets for floats are to be relocated by pump tech
incorporated as per City requests.
2. Locking nuts on electrical panel are missing.
When these changes are completed the City will grant full acceptance of
the lift station. These changes are to be completed in two weeks.
RH/ho
cc. Lyle Chrisman
NULIFTST/TXTSEWER
75 - 9 C)
IATES
HONG WEST& Assoc
logy matericils yesting Construction inspection C I v
Geotechnical e g Hydrogeo
wrim 7 1991
ION REPORT TNEE ING
INS -72
DATE: ce 04�
PROJECT: GENERAL CONTRACTOR:
LOCATION CONTRACTOR'S REP
C. 0
OUR REPRESENTATIVE:
UMBER: — '/'
JOB N SUB. CONTRACTOR: 01)ee
ro So
PERMIT NO:
SUB-- REP —
ARCH:
ENGR*
L
4
4A _171
4-
17
PAGEj OFJ__
HWA 101-90
olf ice Copy - White
Job Site Copy - Yellow
inspectors Copy - Pink
HONG CONSULTING ENGINEERS,
a Geotechnico.1 Engineering a MoterloJ Testing a Construction Qualltq Control
_q
FIELD DENSITY REPORT
r
Project.'a'�Iee7l'14 fl�' est Apparatus, cltzeyM,ach. No 3.
73/57 a21A ST SW
Address'.-, ...... IsToil Description:
0 r Ai . ....... *C /S 11: *C
Job Number....... .. ....... ITerratul ?
'9 3. rv-, 5-,;7,
/�! Specified Compaction: .... ...
Date Tested: -VEly: 777
Client: ... Compaction Standard:X57-/
. 41A)
Minimum Dry Density: PCF
Maximum Dry Density: PCF
Attention: Optimum M.C.: 57 7, 0 %
.... ..... ...... . .....
Test No.
Location
15-
Elevation
. ....... .....
Wet Density PCF
133,5 .
......
—
........... - ...... .. . ...... .. . . .
....... .. ..... ...
....
131.3
Moisture Content — %
11,3
. . ....... . .
.. .... . .. ... ....
... . .
..... /0,/
Dry Density — PCF
/,-)O,o
Compaction — %
1126
Test No.
Location
�. Xhs.
-A/0
70
Elevation
4E C�r-.
I/ C-,-
g,
Wet Density PCF
&(1
13 9-1'
Moisture Content — %
Dry Density — PCF
131,
1,30's
1 L3 b 0
15, 1
Compaction — %
y 6
75—
26
1 �6 —i
IA,5,U /J/,O -
All tests performed in accordance with ASTM
,A)
-A-
M E M 0 R A N D U M
May 22, 1991
TO:
Ed Somers, Associate Planner
FROM:
Gordie Hyde, Engineering Coordinator
UJ
SUBJECT:
ADB AGENDA COMMENTS
ADB-38-91:
Applicant to comply with
Ordinance 1924 regarding storm
drainage. Right-of-way
construction permit required for
driveway approach.
ADB-43-91:
No comment.
ADB-45-91:
No comment.
ADB-46-91:
No comment.
ADB-51-91: No comment.
AD6-52-91: No comment.
I ADB-53-91: No comment.
�ADB-66-88: Suggested revisions for parking is okay, except two (2)
handicap stalls required.
ADB-37-90: Final civil engineered site plans to be approved by
City Engineer.
ADB-123-90: No comment.
ADB-31-91: College Place traffic mitigation fee required.
Driveway width to be a minimum of twenty-four (24)
feet. Incomplete submittal. Engineering will not
review.
ADB-32-91: Driveway width needs to be fourteen (14) feet curb to
curb or show gutter. Access easement to be improved to
'City standards or remove westerly access. Right-of-way
construction perm.it required for curb cut.
ADB-47-91: Applicant to provide proof of public easement from
Edmonds Street. Seven (7) foot wide sidewalk required
in R.M. zone. Storm detention required.
ADB-49-91: Seven (7) foot wide sidewalk required in R.M. zone.
ADB-50-91: Storm detention required. Seven (7) foot sidewalk
required in R.M. zone. Applicant overlay alley if
condition warrants. Existing curb, gutter, and sidewalk
to be repaired if condition warrants.
GCH/sdt
ADBCMNTS.ADB/TXTST530
AT; vp.�, - �& - &0
890
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 * (206) 771-3202
COMMUNITY SERVICES:
Public Works * Planning 9 Parks and Recreation * Engineering
M
May 14,1991
Mr. Bjorn Thuesen
Thuesen Inc. Realtors
322 Main Street
Edmonds, WA 98020
RE: Temporary Occupancy
Mr. Thuesen;
STREET FILE
RECE:1 Ve C)
MAY L a 1�yj
EJVGIN�ERING
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
In response to your request of May 13, 1 have compiled a list of corrections forwarded to me as a result of
inspections on your site. I will break the fist into two categories; 1. Those items that must be completed
before a Temporary Certificate of Occupancy will be issued and , 2. Those items that have been
identified to date that must be completed be for a final occupancy will be granted.
REQUIREMENTS FOR ISSUANCE OF
TEMPORARY OCCUPANCY
BUILDING DEPARTMENT:
The Building department is willing to approve temporary occupancy at this time.
FIRE DEPARTMENT:
On 3/12/91 the Fire Department granted permission to occupy Building #B. The records do not indicate
any other building has been approved. At this time only building #B may be occupied.
PLANNING DEPARTMENT
The Planning department is willing to grant temporary occupancy at this time, with conditions.
PUBLIC WORKS DEPARTMENT
During an inspection this morning (5/14/9 1), Public Works partially tested operation of the lift station on
the site. The lift station is apparently operational, but the telemetry has not been installed. Since there is
adequate storage capacity for one (1) unit in the event of system failure, temporary occupancy for one (1)
unit can be granted at this time.
ENGINEERING DEPARTMENT:
After inspection this morning (5/14/9 1), the Engineering Department is now willing to grant a temporary
occupancy, with conditions.
* Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
% 0
CONDITIONS THAT WILL BE PLACED
ON TEMPORARY OCCUPANCY
1. Install lift station telemetry by June 15, 199 1, as required by Engineering and Public Works..
2. An application must be submitted to ADD by May 2 1 st for changes made in the following
areas:
a. Landscaping installed does not match the approved landscaping plan.
b. Installation of unscreened mechanical equipment contrary to approved plans.
c. Changes made to exterior lighting. Approved plans indicate nine (9) exterior light
fixtures, but only five (5) were observed on site.
d. Brick pavers shown on plans were not installed.
3. A permit is required for the fence adjacent to 3rd street that was not shown on the plans. This
fence appears to be in the city right-of-way and will have to be moved or a street use permit will
have to'be obtained.
4. Problems have been identified with the approved parking plan and must be resolved before
final occupancy can be granted:
Four parking spaces were under sized and may not be counted if they do not meet
Engineering standards.
b. The second handicapped stall shown on the approved parking plan has not been
provided.
c. Two spaces were not properly striped.
CONDITIONS FOR FINAL OCCUPANCY
The following items are those that, to date, have been identified as corrections required before a FINAL
OCCUPANCY will be granted.
FIRE DEPARTMENT:
All building on site must be inspected by the fire department and approved for occupancy before a final
occupancy will be granted. Currently only building #B has been approved for temporary occupancy.
PLANNING DEPARTMENT:
The planning department has forwarded a list of corrections to be satisfied before a final occupancy will
be issued. These corrections include:
1. ADB approval of all landscaping changes that have been made.
2. Approval and compliance with the required fence permit.
3. Insure the required parking has been provided.
ENGINEERING DEPARTMENT:
The Engineering Department has forwarded a correction list to the Building Official after their site
inspection. They asked that no final occupancy be issued until the following items have been completed;
1. All drains and sewer manholes must be cleaned of all dirt and debris.
2. The on site sanity sewer lift station control panel is not accessible. The existing enclosure is
too narrow to allow for access to the "Power Disconnect Switch".
3. The lift station alarm system has not been tested.
4. Current configuration of check valves in the lift station does not allow for alternative by-
pass. If one by-pass fails the system will fail.
5. Parking stalls at the side and rear of Building A and in front of Building B shall be in
compliance with city parking standards.
6. Open plugged drain at the base of stairs to garages Building A.
7. Install locking nuts on all manhole covers.
8. Grout pipes, in valve vault, that run to lift station.
9. Grout all catch basins and manhole extension rings including grate at rockery near strewn.
10. Clean out oil separator and all catch basins.
11. Connect downspout on south side of budding B and southwest comer of building C to storm
water tightline.
12. Secure chain link fencing to fence posts.
13. Provide a locking latch on fift station gate and widen east side of enclosure an additional 30
inches from its original position.
14. Provide required as built drawing of existing utility development.
15. Install lift station telemetry by June 15, 199 1. (will be noted as a condition of the
Temporary Occupancy).
16. Repair asphalt paving on south side of building A.
PUBLIC WORKS DEPARTMENT:
The Public Works Department has forwarded a correction list to the Building Official after their site
inspection. They asked that no final occupancy be issued until the following items have been completed;
1. Telemetry for the lift station must be installed, tested and fully operational.
2. The generator hook-up must be compatible with the city generator and the motors must be
in the right polarity.
I hope I have provided you with the information you need to make progress on your project. Please
contact me if you have any questions.
Sincerely,
F-1 46-1—
R. Dick Mumma
Certified Building Official
cc: Mayor Naughton
Peter Hahn, Community Services Director
Robert Chave, Planning Manager
City Clerk for distribution to City Council Members
BJORN
-If =Hm mum E S E N' E INC., REALTORS
322 MAIN STREET - EDMONDS. WASHINGTON 93020 . 775-1953
December 18, 1990
Mr. Gordy Hyde, Engineerina Department
City of Edmonds
250 - 5th Avenue North
Edmonds, WA. 98020
Dear Gordy:
We would appreciate if you would consider. lowering the City
Park.road adjoining our condominium development at 430 � 3rd
Avenue South in Edmonds ' the purpose being to facilitate the
access of the F-ire Department to our project.
Also, would you please have the city *trim the* park maple trees
where they overhang.our proje ct. : We had a bid from our tree
man of $*300.00 with'the City removing the debris.. H . is name is
Steve Gillis, at- #742-�2,926.
Sincerely,
BT: pn
I OF
"M
1, V
JLALALA - -
BJ6RN IN
THUESENINC.
322 MAIN STREET - EDMONDS, WASHINGTON 98020 - 775-1953
June 22, 1988
qTR.FET FILE
Ms. Lee Francis, Associate City Planner
City of Edmonds
250 - 5th Avenue North
Edmonds, WA 98020
RE: Architectural Design Board review of City Park Apartment
Complex; 430-3rd Avenue South.
Dear Ms. Francis:
In answer to your memo to us I would like you to.include the
following conditions with our application previously submitted.
We are attaching a copy of your memo for your reference.
1. D.O.E. approval of sewage pump station will be applied
for and received prior to our submitti"ng building plans
for the project. This per our consulting engineer,
Lovell-Sauerland & Associates.
2. Temporary erosion plan will be submitted with application
for building permit.
3. The wetlands boundary was determined by the environmental
consulting firm of Shapiro & Associates. The report was
submitted to Mary Lou Block and she responded by letter
to us, the recommendation contained in which we are follow-
ing to the letter.
4. Hydraulics permit should not have been obtained. We do not
intend to trespass past west of the wetland boundary and
intend no construction of sidewalks, etc. on wetlands property.
5. Emergency access is optional by the City.
6. We are going to eliminate the gate in our final plans.
... continued
a
ft
Ms. Lee Francis
City of Edmonds
Page Two
7. Our architect incorrectly used another city's requirements
for back -out width. Our final plans will show the required
42 feet by simply moving our rockery and parking area the
required distance north, along our north property line and
by moving the sidewalk westward along the east side of
Building B.
8. A slope profile will be submitted for City approval with
application for building permit, however, by spending a
few minutes on the preliminary site grading plan submitted
to you, you will see a gently sloping parking lot where,
for example, the 120 ft. on the north side of Building.B
will slope from 31 ft. down to 28 ft,� a mere 2-,%. You * can
determine that easily by comparing the basement floor eleva-
tion to the numbers in front of the garages and by the top
inverts of the catch basins.
9. There will be no earth removed to other locations and/or
brought into the site. The grading plan balances the
quantities.
10. Building A has 4 double garages and I single total of 9.
Building B has 3 double garages and 9 singles total of 15.
Building C has 8 single garages - total of 8.
In addition to the above, we have open parking spaces -of 26.
... for a grand total of 58
11. Two handicap parking spaces will be located in the two
northerly stalls by the cluster of four open spaces near the
building entrance. Two more handicap parking spaces will be
located in the westerly two spaces of the 5-space cluster
in the northwest parking area.
We have requested from our environmental consulting engineer a re-
landscaping proposal pertaining to wetland species, said species
to be planted in the 20 ft. buffer area where needed and will be
included in our future landscape plan.
Sincer
�V/sen, President
,,,' !Thuesen , Inc.
BT: pn
enclosure
C C : Mary Lou Bloc . k, Manager of Planning
/0
I.e'r x;r2le
Mi, "ley
/0�to7,
et(Clt
DMONPS ENT
OF'
- Cl'
4. CIT f-OF EDMONDS Permit No.
UNIT ERVI CE E PAR
,�.COMMUNITY SERVICES DEPARTMENT
'Y CONS
0 CTIO
T_
Ri6GHT UC le) 7
0 F-' WWAk Y C 0 N ST k TION'PERMIT" Issue Date
FAF 'a
A. 9 Owner- Snohomish County PUD No. 1 B. * Contractor:
Name P.O. Box 1107
Name
Mailing_Address Mailing Address
Everett, WA 98206
City State Zip City State Zip
Lorren Patchett 347-4353
Project Eng =TUNNUENUM Telephone Number
C. 9 Address or Vicinity of Construction: 430 3rd Ave S '[C
Type of Work to be Done: Qpen cut 3rd Ave S to construct a 1phase distribution Zine
to serve City Park Apts (�W
D. 0 Work in Connection With: 0 Sub or Plat El Single Family 0 City Projects
0 Commercial El Mul�#Amily 1"HCTj1tjIity
E. 0 Pavement Cut: Z Y N F. * Size of Cut: 21 X 50'
APPLICANT TO READ AND SIGN
INDEMNITY: Applicant understands and by his signature toAhi pli agrees to hold the City of Edmonds:
harmless from any injuries damages, or'claims of any kind,�i(Ue �ri6ti=m f �rtln-6rczlrseen, that
i ma
e(
be made against the City of Edmonds, or any of its departzUhts oi e p oyees, incltiding o? not Ii i ed to the defenii�
of any legal proceedings including defense costs, court costs,./and attorney fe s by reason of granting this permit.
THE CONTRACTOR IS RESPONSIBLE,FOR WOR9K4ANSHIP ANIS MIORIALS FOR A PERIOD OP ONE
YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. I
Estimated restoration fees will be held until the final street patch is co by City forces, at which time�a debit or credit will be
processed for issuance to the applicant. Mv
* A 24 hour notice is required for inspection; Please call Engineering: 771-3202
e Work is to be inspected during progress, and at completion.
1, P- TH E
e Restoration to be in accordance.with City !Code.
&,.
0 Street to be kept clean at all times. STRE"
is Traffic Control to be in accordance with City regulations.
A All street -cut ditches must be.patched with asphalt or City approved material prior to end of working day;
NO EXCEPTIONS.
I understand the above and that this permit must be available at the job site for inspection purposes at all times.
-V� 9-13-90
Signail� Date:
Owner or Cont ctor
411 � �tc-
This P it Must be ted at the Job Site For Inspection Purposes
Call DIAL -A -DIG Prior to Beginning Work
APPROVED BY: RVI/ PERMIT FEE: 112 --,&&,6.o
Z Tirne Authorized: Void after 60 —days. Restoration Fee:
0
Special, Conditions: WO OEE-r4 C-u-r, Receipt No.:
Ln
RoAp eo-gr— ot4 NoRMAU RaWE-&T. CITY Fund I I I Fee:
-':;HALL ALLOW RQA'D C-L)T ICX4 KMIT 7 W (X H Street Cut Dimensions:
THi5 x
F�A!,Irc) OM C-ot4Di-NON'
.� a r4 0 TH UK CONS TJZ%jC-n0 NJ,
RELEASED BY: Date INSPECTED BY Dateg
Ot4 31LO AVC ANO (Wof-1400 Y,
0
V. r� 0' * OR,K,\TO BEGIN PRIOR TO PERMIT ISSiJj�NCE
Eng. Div. March 1989
FIELD INSPECTION
I I - Route copy to Street Vrept.)
Comments:
Diagram:
CONTRACTOR CALLED FOR INSPECTION 0 YES 0 NO
Partial Work Inspection by P. W.:
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
1 —7-
Fna- Div- JuIv 1985
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-3202
-f-
COMMUNITY SERVICES:
Public Works * Planning * Parks and Recreation 9 Engineering
890 . 199
September 16, 1991 STREET FILE
Bjorn Thuesen
Bjorn Thuesen Inc. Realtors
322 Main Street
Edmonds, WA 98020
RE: Quit Claim Deed for Fence at City Park Apartments
428-432 3rd Avenue South
Dear Bjorn:
LARRY S NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
We received the subject quit claim deed but unfortunately the
land you are deeding to the City already belongs to the City.
What we need is the fence deeded to the City with a clause
stating that repair, maintenance, and liability.of the fence will
be the responsibility of the owner/owners of City Park
Apartments.
If this is not satisfactory to you, then the fence will have to
be moved to your property line. If you have any questions,
please call me.
Sincerely,
Lyle Chrisman
Engineering Inspector
LC/dm
Enclosure Quit Claim Deed
cc: Dick Mumma, Building Official
Street File
Thuesen
B:\Word
9 � C,-\.
Alberts It
0 Incorporated August 11, 1890 e
Sister Cities International — Helkinan, Japan
0 6
QUIT CLAIM DEED
THE GRANTOR, BJORN THUESEN, INC. , for and in Consideration of
mutual benefits to be derived, convey and quit claim tc the City of
Edmonds, a municipal corporation, the following described real estate,
situated in the County of Snohomish, State of Washington, including any
interest therein which grantor may hereafter acquire:
The westerly 2 feet of. t.h-a.t portion of 3rd Avenue South in Edmonds laying
easterly of the south 48 feet of the easterly 400 feet of the north half
of the northwest quarter of the northeast quarter of the northeast quarter
of Section 26, Township 27 North, Range 3 East W.M.; EXCEPT the north
190 feet; and, EXCEPT roads.
together with tle right to make all -necessary cut or fill slopes on the
land of grantor's adjacent to the above -described real property in
connection with the construction, maintenance or improvement of the
above -described real property for purposes of a public roadway.
DATED this // day of
—7-
\SSION 7/
ACKN-OWLEDGMENT IN A REPRESENTATrVE CAPA9_
%
B M
Snohomish
h Biorn Thuesen
;S!are the irdivicivai(s) who,
-unlent w:d acimowic 'ged it as the
:.,resence. on -�)azh stated that (helshe!zhey) -as-Avert: �,�thonzed to cxecute the :ns�:
:gne� zn!s
Presid R_t�__ B i o rn __1hue s en Inc.
--oi; - -- act o' suc� z!---tv ior the uses and purposes men6c.1c" i- the instrumnept.
-e i,ee an6 . .-,nz.\
zz
..No ..RY PUBUIC FOR i MZ f E
Mv z0o0intment exp;reS 71-61 A.Z.
BibRN
IF-11 U F= h N
INC.,-REALTORS
lip 322 MAIN STREET - EDMONDS. WASHINGTON 98020 . 775-1953
September 11, 1991
Mr. Lyle Chrisman
Engineering Department
City of Edmonds.
250 - 5th Ave. No.
Edmonds, WA 98020
Dear Mr. Chrisman:
Enclosed please find Quit Claim Deed
to the fence on City property at
approximately 428 - 3rd Avenue South.
We are correcting the parking situ-ation
so that we should be able to obtain
approval by next week.
S i n c e r e 1 y
BJORN THUESEN, INC.
Bjorn Thuesen,
President
BT/js
cc: Richard Mumma/
BUILDING
SEP 12 1991,
'i
CITY OF EDMONDS
250 -5TH AVE N - EDMONDS. WA 98020 - (2106) 771-3202
COMMUNITY SERVICES:
Public Works e Planning e Parks and Recreation * Engineering
1 8 9 0 - 1,9 9 -
September 16, 1991
LARRY S NAUGHTEN
MAYOR
BUILD11VO
SEP 18 1991
Bjorn Thuesen
Bjorn Thuesen Inc. Realtors
322 Main Street
Edmonds, WA 98020
RE: Quit Claim Deed for Fence at City Park Apartments
428-432 3rd Avenue South
Dear Bjorn:
PETER E. HAHN
DIRECTOR
We received the subject quit claim deed but unfortunately the
land you are deeding to the City already belongs to the City.
What we need is the fence deeded to the City with a clause
stating that repair, maintenance, and liability of the fence will
be the responsibility of the owner/owners of City Park
Apartments.
If this is not satisfactory to you, then the fence will have to
be moved to your property line. If you have any questions,
please call me.
Sincerely,
L��le 'Chr"isman
Engineering Inspector
LC/dm
Enclosure Quit Claim Deed
cc: Dick Mumma, Building official V---"
Street File
Thuesen
B:\Word
e Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
a
0 4
QUIT CLAIM DEED
THE GRANTOR, BJORN THUESEN, INC. , for and in CoTis-Ideration of
mutual benefits to be derived, convey and quit claim tc the City of
Edmonds, a municipal corporation, the following described real estate,
situated in the County of Snohomish, State of Washington, including any
interest therein which grantor may hereafter acquire:
The westerly 2 feet of that portion of 3rd Avenue South in Edmonds laying
easterly of the south 48' feet of the easterly 400 feet of the north half
of the northwest quarter of the northeast quarter of the northeast quarter
of Section 26, Township 27 North, Range 3 East W.M.; EXCEPT the north
190 feet; and, EXCEPT roads.
together with the right to make all -necessary cut or fill slopes on the
land of grantor's adjacent to the above -described real property in
connection with the construction, maintenance or improvement of the
above -described real property for purposes of a public roadway.
DATED this day of 10,
let
-vro &x-
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.NV
ACK-'\OWLEDGMENT INN A REPF�ESENTA -E CAPAGI ': -ze
T
�z 7, Z"
OF '%VA4_:,i4 I NGTON UBM
a 1 _ Cj A, -
Snohomish
W AS \N
B r u_esen__
s!are the indiv;duai(s) who
5:gne-6 zinis �nszrumen-,;:-. mv 2.esencc.nr :)ath. sLared dhat (he;she!zhev) washvert� �,,mhorized toexecutethe ins--rumert ar:d acknow!&�,ged iz Z_�s the
Presid njt�___ Of Bjorn Thuesen, Inc.
.c. --e free z_m� ;o;;_,n-zzn ?a of S-uc:-� 2.2--tv fo, zhe uses and purposes, memioned in the instmment.
Y*0 ..RY PUBUC FOR .1iE S E 7WjISHINGION.
E
My appointmez-_ expires 71-61 A.Z
=��tIVED
SEP 1' 3 1991
ENGIN, EERING
Lu
72��
LL.
UU
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ISTE
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[RES 12,05
NOTICE
OWNER
El PARTIAL APPROVAL
El VIOLATION
N CORRECTIONS REQUIRED
NO PERMIT - STOP WORK - REMOVE CONSTRUCTION OR OBTAIN
pERMIT AND MAKE WORK COMPLY WITH BUILDING LAWS.
CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS
AND PERMIT - STOP WORK- MAKE EXISTING WORK COMPLY WITH
APPROVED PLANS AND PERMIT OR REMOVE IT.
El STOP WORK - UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR.
Ir-A CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN
Ai BE APPROVED.
M WORK DESCRIBED BELOW HAS BEEN INSPECTED AND IS APPROVED.
CONTACT INSPECTOR AND El RECALL FOR INSPECTION.
ARRANGE FOR APPOINTMENT.
4 Vol W
4 &,*W
AL10 A -Pe -IC &AJ-rS
4 - 2!! EA �a7 - � �, O� �5 - �*'r � � � �
'oowo$
"I',
rt,�
THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN
- DAYS OR PENALTIES IMPOSED BY LAW MAY BE APPLIED.
FOR INSPECTIONS CALL: 771-3202. El BUILDING DIV.
E] PUBLIC WORKS
�INZSPELOR�
LAi I ur DATE El FIRE DqT.
EDMONDS JU J*, 04 $ Ce- 4
BibRN 1W
THUESENINC., REALTORS
IP// 322 MAIN STREET - EDMONDS, WASHINGTON 98020 . 775-1953
0 "TREET FIL.E
May 13, 1991
Abel Curbing, Inc.
P.O. Box 1862
Everett, WA 98206
Gentlemen:
F,.P,0� q
At our City Park Condominium project,
430 - 3rd Ave. So., Edmonds, number 4
parking stall near the gazebo measures
only 8 feet in width. Some of the stalls
measure 9 feet. Please make the appropriate
change to meet city standards.
Also, p-arking stall #9 ha's the number
reversed so it looks like a number 6.
Please let us know when this has been
corrected.
Sincerely,
BT/js
NC.
Bj6RN 0
THUESENINC., REALTORS
322 MAIN STREET - EDMONDS, WASHINGTON 98020 - 775-1953
STREET FILE May 13, 1991
City of Edmonds
Engineering Department
250 - 5th Avenue North
Edmonds, WA 98020
Re: City Park Condominiums
430 - 434 3rd Avenue So.
Edmonds, WA
Gentlemen:
We have been asking for a Temporary
Occupancy Permit and would appreciate it
if you would submit Ito us your check
list of things that have been approved
and things that still have to be attended
to.
Please call the undersigned so that we may
pick up your check list at the counter as
soon as possible.
Sincerely,
BJORXYHUESF
N C
/Thuesen,
dent
BT/js
P" M
S REET FILE
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04/25/91 09 EDMONDS RJBLIC WORKS.*
STREET FILE
TO: Dick Mumma
FROM: Ron Holland
SU&JECr: CITY PARK APARTHMS
R —., �.; _; A t k"4 D
A P R ,> ;-1 *17 --, -,I i .
P 1-
ERPT COUNTER
1. Telemetry from Stead & Baggerly must bq hooked up per City
of Edmonds requirements; Must be hooked to 110 control
breaker so if turned off, Mimi will sound at shops.
2. Generator must be hooked up correctly to accept City portable
generator and motor's are to be in right polarity.
3. Valve vault must be hooked up with proper drain to wet well
and provided with a check valve that is accessible so
maintenance can be performed in wet well.
4. Fence is to be constructed around electrical panels (61 in
height with full gate opening on south side to allow access
for maintenance). Must have 3' working space on sides and
back from furthest extremity of electrical boxes.
5. Manhole lid on valve vault must be reset and mudded so as to
allow no leakage around base and must be aligned with opening.
0
CASCADE GEOTECHNICAL, INC.
12911 N.E. 126TH PLACE (206) 821-5080
KIRKLAND, WA,&IdINGTON,,98034t�-, FA4, 6).823-2203
R:E
TO:
)ZZ
AT7N:-
THE FOLLOWING WAS NOTED:
ali avo)� V—
llf)cil
a ouw-
PREVIOU S
REPORT N..
D A T E.1
lzlql
JOB NO. I
P ROJE &
-'C-OCATION
-/7� Z�f t1k
SLOG. PERMIT NO.
OWNER
WEATHER
—01mrCEIVED
TEMP. AT AM
PM
ENGINEER
AVR 3 0 1591
ARCHITECT
ENGINEERING
CONTRACTOR
I
g
,5 "'136,3 loo
coo
04 3 150, -Z
(,TD Lv
C 0 P I E S T 0: ji-
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jV
'0 3A
V100111 WOO
9
STREET FILE
MEMO TO: Dick Mumma
Building Official
FROM: Gary L. McComas
Fire Marshal
M
January 17, 1991
SUBJECT: SECONDARY ACCESS FOR 29 UNIT APARTMENT AT
SOUTH
The requirement, to provide a secondary access from Edmonds
City Park is removed.
As final grade was established in the complex it. was obvious
that. the grade transition would be very difficult and several
solutions were investigat.ed. It is now apparent t.hat there is
no practical solution.
GLM: be
6rr"'- pbze
,5;D V
PROJECT VZ�5 .............. PROJ. # ...........................
CONTRACTOR .......................................... DATE.�� ...............
WORKERS ON SITE .................................................................
............................
STREET -FILE ......................................
EQUIPMENT ON SITE .......................................................................
........................................................ o ...............................
WEATHER .��OLI ........ o ......... TEMPERATURE ....................... o
DAILY ACTIVITY (A.M./P.M.) ................. o ..............................
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..............................................................................
COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................
FOLLOW—UP TESTING .......................................................................
.................................................................... o ...................
CITY REPRESENTATIVE ................. DATE/TIME. ...........
PROJLOG/TXTFORMS
0 0
PROJECT ............. PROJ. # .....................................
r
I'?
CONTRACTOR .......................................... DATE. I.q "jo ......................
WORKERS ON SITE .........................................................................
EQUIPMENT ON SITE .......................................................................
........................................................................................
WEATHER .................. TEMPERATURE At�Pn6�Z ................................
DAILY ACTIVITY (A.M./P.M.) ..1400-1611 ..............................................
...... ......
e4�cj. e4J a-o...4 J 4!5�6
.........................
_50,077 ehVWl.-
.........................
A%JAQ A-007-
................... e2 .... le .................................
............................... o ......................
..........................
COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................
FOLLOW-UP TESTING .......................................................................
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
CITY REPRESENTATIVE .44 '*440 ................ DAT E / T I M E .
PROJLOG/TXTFORMS
0 0
P R 0 J E C T . �!/ TY. 40PT,_"� ............. PROJ. # .....................................
CONTRACTOR .......................................... DATE.A.�.7R .................
WORKERS ON SITE .........................................................................
EQUIPMENT ON SITE .......................................................................
WEATHER ................. TEMPERATURE -5"9 ....................................
DAILY ACTIVITY (A.M./P.M.) ..................................................
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COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................... oo ...........
FOLLOW-UP TESTING .......................................................................
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c t /L./I X w fo
CITY REPRESENTATIVE .............. DATE/TIM ........... f .............
PROJLOG/TXTFORMS
0 0
PROJECT ............... PROJ. # .....................................
CONTRACTOR 71±kJf�!._>� ................................ DATE. -TR .................
WORKERS ON SITE .........................................................................
EQUIPMENT ON SITE .......................................................................
WEATHER CLQ09�r ................... TEMPERATURE .9P .....................................
DAILY ACTIVITY (A.M. /P.M. WO— 1410
.................. o .............. o .....................
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........... . 151 ................................................. o.
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COMMENTS (CONVERSATIONS, FIELD PROBLEMS) .................................... o ...........
FOLLOW—UP TESTING .......................................................................
........................
7 ......................................................
CITY REPRESENTATIVE ........... DATE/ T I ME. .........
PROJLOG/TXTFORMS
0 0
PROJECT .4�. P&eWF-.A.d&rS ............ PROJ. # .....................................
CONTRACTOR .......................................... DATE.14. ................ o'.
WORKERS ON SITE ................................................
EQUIPMENT ON SITE .......................................................................
...................................
WE AT HER fft.avq.4� ............ TEMPERATURE 457!�6_
DAILY ACTIVITY (A.M./P.M.) ..............................................
Als. �.. .................... o ....................... 0 ........
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........................................................................................
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COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................
A04, o"
FOLLOW-UP TESTING .......................................................................
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CITY REPRESENTATIVE .......... o .... DATE/TIME. IIA'or"'7.0 .........
PROJLOG/TXTFORMS
0 0
C""4' -eA'cK Af
PROJECT................... T .............. PROJ. # .....................................
CONTRACTOR
. .................................... DATE .................
WORKERS ON SITE .........................................................................
EQUIPMENT ON SITE .......................................................................
........................................................................................
WEATHER ................... TEMPERATURE 4,�_'54 .................................
)j;jD-lSZ0
DAILY ACTIVITY (A.M./P.M.) .... ........................................................
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COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................
FOLLOW-UP TESTING .......................................................................
........................................................................................
CITY REPRESENTATIVE ................. DATE/TIME. ...........
PROJLOG/TXTFORMS
PROJECT _PUq . fMK,�Y� ................. PROJ. # .....................................
CONTRACTOR .......................................... DATE.1 �qy..jf ....................
WORKERSON SITE .........................................................................
EQUIPMENT ON SITE .......................................................................
...................................................................................... o.
WEATHER 5LWP%'r ................... TEMPERATURE 07�� ... o...o.o .......................
DAILY ACTIVITY (A.M./P.M.) ............................. oo
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..........
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.............................................................
COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................
FOLLOW—UP TESTING .............................................................. I .........
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CITY REPRESENTATIVE . .. ....... DATE/TIME../.'l_)2)1*) 7Z� .......
PROJLOG/TXTFORMS
0 0
PROJECT ... o ....... o ..... PROJ. # .....................................
CONTRACTOR ............................... DATE. '( ?/,.Q ...................
WORKERS ON SITE .........................................................................
EQUIPMENT ON SITE .......................................................................
........................................................................................
60e,
WEATHER j�(,r� .................... TEMPERATURE 9"..3 ..................................
DAILY ACTIVITY (A.M./P.M.) ...................................................
STA-n 03 -P 60 k) 0 04 S 0
..................... ......................
........................................................................................
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40m
........................................................................................
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....... I ................................................................... .............
COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................
FOLLOW-UP TESTING .......................................................................
........................
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CITY REPRESENTATIVE ... ............................. DATE/TIME..q.or:�q ................
PROJLOG/TXTFORMS
0 0
PROJECT * A-P� PROJ. # .....................................
CONTRACTOR ................................ DATE.'� 6"::T. .:�'c ...................
WORKERS ON SITE ...................................................................... *11
EQUIPMENT ON SITE .......................................................................
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WEATHER .................. TEMPERATURE ........................................
DAILY ACTIVITY (A.M./P.M.) ............................... o ................
....................
op1�.. ............................................................
................................................................................
COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................
FOLLOW—UP TESTING .......................................................................
CITY REPRESENTATIVE .................................. DATE/TIME .......................
PROJLOG/TXTFORMS
0 0
PROJECT �AT�. ................ PROJ. # .....................................
............. o ................ .................. o.00 .....
CONTRACTOR V &75&tl ........ DATE.). 0 7 '16
WORKERS ON SITE .........................................................................
EQUIPMENT ON SITE .......................................................................
WEATHER ........................... TEMPERATURE ........................................
DAILY ACTIVITY (A.M./P.M.) 1550
........................................................
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COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................
FOLLOW—UP TESTING .......................................................................
................................. ......................... 0000 ....... o..o ...........
CITY REPRESENTATIVE .... A o o .... DATE/TIME../06`/ qb .............
......... ..... ..
PROJLOG/TXTFORMS
0
PROJECT /V"::� ............. PROJ. # .....................................
Zo SfffV':7 CD
CONTRACTOR 7147-'F-5FXJ ............................... DATE ..............................
WORKERSON SITE .........................................................................
EQUIPMENT ON SITE .......................................................................
WEATHER ........................... TEMPERATURE ........................................
pu"iol "t+ W&MAUF,0
DAILY ACTIVITY (A.M./P.M.) ..................................................
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......................... ...........
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....................... o ...... ... ................ oo.o .....................
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COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................... o ............
FOLLOW-UP TESTING .......................................................................
.............................. �7 ........................................................
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CITY REPRESENTATIVE ............... DATE/TIME ....... V ................
PROJLOG/TXTFORMS
0
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PROJECT ............ PROJ. # .....................................
IP f- 5w qcp .................
CONTRACTOR .. . 41F� .............................. DATE...6 ........
WORKERS ON SITE .........................................................................
EQUIPMENT ON SITE .......................................................................
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TEMPERATURE ........................................
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DAILY ACTIVITY (A.M./P.M.) .. 1�� ........................ o o ......... o ...........
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COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................
FOLLOW-UP TESTING .......................................................................
......................... ....... ......................................................
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CITY REPRESENTATIVE .. ................................. DATE/TIME ........ f ..............
PROJLOG/TXTFORMS
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PROJECT .............. PROJ. # .....................................
CONTRACTOR ................................ DATE..24.-3er.90 ..................
WORKERS ON SITE .........................................................................
EQUIPMENT ON SITE .......................................................................
........................................................................................
WEATHER .................. TEMPERATURE .55._64 .................................
DAILY ACTIVITY (A.M./P.M.) ...............................................
ve:
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................. 1pj .............................................. .......
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COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................
FOLLOW-UP TESTING .......................................................................
.......................
CITY REPRESENTATIVE ... ............................ DATE/TIME ........................
PROJLOG/TXTFORMS
PR 0 J E C T ............. PROJ. # ................................
zo sjw C/ iD
CONTRACTOR ............................. DATE ..............................
WORKERSON SITE .........................................................................
EQUIPMENT ON SITE .......................................................................
WEATHER ........................... TEMPERATURE ........................................
DAILY ACTIVITY (A.M./P.M.) ............................... .............
_r T110
(9 s f_'E
.................................
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COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................
FOLLOW-UP TESTING .......................................................................
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CITY REPRESENTATIVE ........................... DATE/TIME .......................
PROJLOG/TXTFORMS
it
CITY OF EOMONDS
250 51h AVE. N. - EDMONDS. WASHINGTON 98020 - (206) 771-3202
COMMUNITY SERVICES
STREET FILE
Mr. Jerald C. Hall
March 25, 1986
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
4437 Lake Washington Blvd., #102
Kirkland, WA 98033
Dear Mr. Hall:
SUBJECT: 430-3RD AVE. S. - ACCT. #102-11100
I-recpived your letter dated March 18, 1986 requesting'the balance
of our water bill be waived. I must inform you that I cannot allow
y
this at this time.
The water must be paid for if it goes'through the meter unless
there are unusual circumstances, such as the City or a contractor hired
by the City breaking your pipes.
If you have any further questions, please feel free to give me a
call at 771-3202, extension 296.
Sincerely,
BOBBY R. MILLS
Superintendent of Public Works
BRM/ml
cc* Utility Billing
t
BRENA DT MARCH DT
PUBLIC WORKS 0 PLANNING . . PARKS AND RECREATION ENGINEERING
'�f
0
4437 Lake Washington Blvd., #102
Kirkland, WA 98033
March 18,� 1986
Edmonds Water Dept.
Edmonds, WA 98020
Gentlemen:
Enclosed is my check in the amoiint of $100. to -apply to
account 102-11100. 1 am the owner of the house, but
it is rented. Apparently around Christmas time a. little -
used downstairs toilet was left running. The problem
was not'detected and corrected until you notified the
tenants. in February of an appirent leakY Which you
assumed to exist because of the unusually high meter
reading.
I ask that you waive the balance of the bill due to the
unusual- �circumstances. I would.point out also'that
the toilet which had been left running empties into a
septic tank,*. not into the sewer;- so no additional bur-
den was placed on sewage tneatment facilities.
Thank you for your consideration. I
Very �ruly�yo.urs,
J I d Z.C�. �Ha I V
jch/nah-
iRECEIIYEQ
MAR 2 0 1986
PUBLIC %ORWS
CITY OF EDMONDS-UTILITY BILLING
ACCOUNT NUMBER �
100-09350 102- p liloo
SERVICEADDRESS �
430
3Rf) AV S
MA G
N A D i2z7l�
A D
A I D joyz Q_ a.
MLR
E I E
NS
.GS
TELEPHONE
METER SIZ0 3/4 NO. OF
UNITS
SEWER CHARGE 14.91
WATER BASE -15;4-3
CONNECTED
YES
SUPPLIER S
CODING A W U RAE DTOS
METER NO. 2994
LOCATION
Aje
DATE
READ
CONS.
NOTE
DATE
CONS.
NOTE
NREAD
eo
u 13.
13
6 z7Y
11INn I
UIL 11
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8.--, --�,
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_3
-CITY OF EDMONDS Permit No.
COMMUNITY SERVICES DEPARTMENT 90.
Issue Date
RIGHT-OF-WAY CONSTRUCTION PERMIT "T FILE
A. Owner: B. Contractor: Z��
Naune Na e
1; -2- -Z— v.,
MpLWng, Address �,Jaffing
, _ ,�dd
A-, L4
City Stite, Zip City State zi'P'
State License Number Telephone'Number
C. e Address or Vicinity of Construction: V 4
Type of Work to be Done:
D. 0 Work in Connection With: 0 Sub or Plat El Single Family
I I
11. City. Projects .
0 Commercial Multifamily E] Utility�
E. 0 Pavement Cut: Y El N F. 0 Size of Cut: a X � D
APPLICANT TO READ AND SIGN
INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds
harmless from any injuries, damages, or claims of any kind or description whatsoever, forseen or unforseen, that may
be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense
of any legal proceedings including defense costs, court costs, and attorney fees by reason of granting this permit,
THE CONTRACTOR IS RESPONSIBL * E FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE
YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK.
Estimated restoration fees will be held until the final street patch is completed by City forces, at which time a debit or credit will be
processed for.isstiance to the applicant.
• A 24 hour notice is required for inspection; Please call Engineering: 771-3202
• Work is to be inspected during progress and at completion.
• Restoration to be in accordance with City Code.
• Street to be kept clean at all times.
• Traffic Control to be in accordance with City regulations.
• All street -cut ditches must be patched with asphalt or City approved material prior to end of working day;
NO EXCEPTIONS.
I understand the above and that this permit must be available at the job site.for inspection purposes at all times.
Date:
Ovrn�r or to-ntractor
This Permit Must be Posted at the Job Site For Inspection Purposes
Call DIAL -A -DIG Prior to Beginning Work
APPROVED BY: PERMIT FEE:
Time Authorized: Void after —days. Restoration Fee:
Special Conditions: 42WT_0J6f Receipt No.:
Fund 11.1 Fee:
2. Ab $
Street Cut Dimensions: —
RELEASED BY: 6 Date INSPECTED BY Date
I W—V
NO WORK TO BEGIN PRIOR TO PERMIT -ISSUANCE )V
t-ng. uiv. marcn msy
FIELD INSPECTION NOT (Fuqn?l I I - Route copy to Street Dept.),
Comments:
Diagram:
CONTRACTOR CALLED FOR INSPECTION 0 YES 0 NO
Partial Work Inspection by P. W.:.
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
Eng. Div. July 1985
CITY OF EDMONDS
ASSET INFORMATION SHEET
D"-NEW
0 ADDITION
El RETIREMENT
STRF7.ET FILE
ASSET NO.
ADDITION TO ASSET NO.
57,sc)(3(oop- C(f3oll()
DESCRIPTION VQ oA�� Sur \s\cR, L� L (f.
SERIAL NO.
LOCATION
DEPT. NO.
* * PURCHASE ORDER NO.
PURCHASE ORDER DATE
COST
PROJECT NUMBER �ucz Qv
PROJECT COMPLETION DATE 30
COST � � 0, � ('0,
B.A.R.S. ACCOUNT NO. 000 - ()l Lf, 6 0
ESTIMATED'LIFE ('c,
INITIATED BY . DATE APPROVED BY
"SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST
*SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT
ACCOUNTING ONLY
/EPRECIATE
MONTHLY DEPRECIATION AMOUNT
ANNUAL DEPRECIATION AMOUNT
G.L. ENTRY
REFERENCE
ktnp INITIAL
DATE
VERIFIED BY
PROCESSED
BATCH NO. -
DEPARTMENT FILE
CITY OF EDMONDS
r2/NEW
1:1 ADDITION
1:1 RETIREMENT
ASSET INFORMATION SHEET
ASSET NO.
ADDITION TO ASSET NO.
,5 3- G 00 (o () c�-- cl-30-510
DESCRIPTION
SERIAL NO.
LOCATION
DEPT. NO.
PURCHASE ORDER NO.
PURCHASE ORDER DATE
COST
*PROJECTNUMBER Wo-,)�S089
PROJECT COMPLETION DATE 7L30 -70
COST � L1, 0 - �j (e
B.A.R.S. ACCOUNT NO. 000, -:3L/s-, (30 - (o 3
ESTIMATED LIFE
INITIATED BY DATE APPROVED BY
"SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST
*SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT
ACCOUNTING ONLY
M/DEPRECIATE
MONTHLY DEPRECIATION AMOUNT
ANNUAL DEPRECIATION AMOUNT
G.L. ENTRY
REFERENCE
tnp INITIAL
DATE
VERIFIED BY
PROCESSED
BATCH NO.-
DEPARTMENT FILE
CITY OF EDMONDS
2ZNEW
ADDITION
RETIREMENT
ASSET INFORMATION SHEET
ASSET NO.
ADDITION TO ASSET NO.
is -3 00 (Do 2-- 1� - 30 -CID
DESCRIPTION I
SERIAL NO.
LOCATION 7� A
DEPT. NO.
PURCHASE ORDER NO.
PURCHASE ORDER DATE
COST
*PROJECTNUMBER V)olsc),�7
PROJECT COMPLETION DATE a- 50 - ZCL
COST
B.A.R.S. ACCOUNT NO. 000 , 0 1 3
ESTIMATED LIFE
INITIATED BY DATE APPROVED BY
"SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST
*SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT
ACCOUNTING ONLY
M/DEPRECIATE
MONTHLY DEPRECIATION AMOUNT
ANNUAL DEPRECIATION AMOUNT
Is G.L. ENTRY
REFERENCE
kvp) INITIAL
DATE
VERIFIED BY
PROCESSED
BATCH NO.-
DEPARTMENT FILE
0 0
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-0220 FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
9 0 oi lz� Public Works * Planning 9 Parks and Recreation a Engineering
June 15, 1992 S T H"EET FILE
Bjorn Thuesen
432 Third Avenue South
Edmonds, WA 98020
LAURA M. HALL
MAYOR
PETER E. HAHN
DIRECTOR
Dear Resident:
On Juno 12, 1992 you were notified of a possible water leak in the
water system.
Our most recent reading of your water meter indicates unusually high
consumption and/or a current water leak in the system. Please check
for leaking faucets, toilets, pipes etc., as no billing credit is
allowed on these items.
If You have any questions regarding this matter, please call Utility
Billing after you receive your billing statement at 771-0241 or Water
Maintenance, 771-0235, extension 349 or 347.
Sincerely,
Q..'
4t&x
Ron
Holland
Water/Sewer Supervisor
RH/l k
FOLLOWUP/TXTWATER
Incorporated August 11, 1890
�i _mx.
CITY OF EDMONDS
USE MIT,
ZONE e�'T,
INUMSER. J107
RM214
�CONSTRUCTION PERMIT APPLICATION
JOB
OWNER NAME/NAME OF BUSINESS
ADDRESS �3rd Avenue South
BJORN THUESEN- INC.
P
LEGAL DESC CHECKISUBD
NO.
LID NO.
Z
3'
MAILING ADDRESS
I ET F11
322 Main St. STRE
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0
1 i
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
TESCP -
CITY
TELEPHONE NUMBER
1
EXISTING Ik—t0414 REQUIRED
APPROVED BY
Edmonds
775-1953
DEDICATION
PROPOSED illk
NAME
L
D..A. 1-termand Co.
K
Cr
RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED
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ADDRESS
STREET USE PERMIT REOUIREDL':
W
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11'416,Slater Ave. N.E.
SEE ENGINEERING MEMO DATED REVIEVVBY
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]TELEPHONE
NUMBER
JW
ICITY,
Kirkland
1827-2763/774-1953
REMARKS
NAME
cc
BJORN TIRTEVEN INC.
ADDRESS
44d
4e!!�47&11wex 4
0
0
322 Main St.
METER JIZE
UILDING SUPPV, SIZE FIXTURE
UNITS
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CITY
TELEPHONE NUMBER
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cc
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Edmonds
775-1953
1
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REM RKV
STATE LICENSE NUMBER
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BJORNI*225BZ
SIGN AREA
ALLOWED PROPOSED
ENV. REVIEW
COMPLETE EXEMPT
Da
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Legal Description of Property - include all easements
(show below or two ies
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0
'171e easterly Mt. oTphork half of the northwest
SHORELINE#
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quarter of the northeast quarter of the northeast
cc
,0,-qua
ter of Section 26, Township 27 North, Range 3
VARIANCE OR CU
PLANNING REVIEW BY
DATE
LU
East, W.M.; 1= the north 190 feet; and, WM.
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roads.
SETBACKS — FEET
HEIGHT,
LOT COVERAGE
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FRONT IDE REAR(��-`
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RFMARKS
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ITYPE OF CONSTRUCTION
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INSERT 1:1 RENEWAL
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Mult iple RM 1200
VALUATION
FEE
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BUILDING
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PLUMBING
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&Malv0:6V&�*r k19q11Q-0137
MECHANICAL
2 �ew �4
Angur
This Permit covers work to be done on private property ONLY.
GRADINGIFILL
Any construction on the public domain (curbs, sidewolks,
marquees, etc.) will require separate permission.
STATE SURCHARGE
Ddriveways,
Permit Application: 180 Days - I
.
Permit Limit: 11-Year -. Provided WorR Is Started Within 180 Days
�ENE RGY CODE
pp cant,'on'be sot h6r"spouse, heirs,. asisi4dris aii
11 * � 'half ofh[ "
'Wn
successors in interest, agrees to indemnify, defend and hold
harmless the City of Edmonds, Washington, its officials,
5
employees, and agents from any and all claims for damages of
Cr
<
x
whatever nature, arising directly or indirectly from the issuance
of. this permit. Issuance of. this permit shall not be deemed to
PLAN, CHECK DEPOSIT
00 111IN
-
�modify,.waive or reduce:any requirement of any city ordinance
__T'&
x
nor limit ln� any way the City's ability, to enforce any ordinance
TOTAL AMOUNT DUE
`3
provision."
I hereby ackhowledge that I have read this application; that the
information gi4en Is correct; and that I am the owner, or the duly
ATTENTION
APPLICATION APPROVAL
authorized 606nt of the owner: I agree to comply with city and
state la s I tin construction; and In doing the work authoriz-
THIS PERMIT
AUTHORIZES
This application is not a permit until
ed thereb no person will be employed In violation of the Labor
ONLY THE
signed by the Building Official or his
.Code f State of Wa hington relating to Workmen's Cornpensa.
WORK NOTED
Deputy; and fees are pajd, and receipt is
t I n III Co._ ";I
INSPEC . TION
ackno I dged In spac rovided.
��
SIGN NT)
DATE SIGNED
DEPARTMENT
I
/7
-es ident
9/27/89
CITY OF
0 1 . L rZGNAT;URE//, ATE
EDMONDS
N
771-3202
/kECE#f_ 4,1"/ "— 5ATE
IT IS UNLAWFUL TO USE OR OCCUP Y A BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ORIGINAL — File YELLOW — Inspector
L1
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
CHAPTER 3.
PINK — Owner GOLD — Assessor
102-87
F—, rr�#"
CONSTRUCTION PERMIT APPLICATION
USE RMIT,
ZONE NUMBER
A2. J/ I I �, 9
joe
ADDRESS,
—43011- 3rd Ave. South
OWNER NAME/NAME OF BUSINESS
cc BJORN TWESEN, INC.
LEGAL DESC 'N CHECK
;7
DIVISIO N NO.
—77
LID NO.
W MAILING ADDRESS
Z
30: 322 Main St.
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
TESCP
APPROVED BY
CITY
TELEPHONE NUMBER
Edmonds
77 7 50-'
1953
EXISTING 140 REOUIRED DEDICATION
PROPOSED 4,o— -
NAME
D. A. HERMANS CO.
RIGHT OF WAY CONSTRUCTION PERMIT REOUIRED
STREET . USE PERMIT REOUIRED
LUU ADDRESS
3 11416 Slater Ave. N.E.
VIEW BY
SEE ENGINEERING MEMO DATED
CITY
TELEPHONE NUMBER
Kirkland
1827-2763/775-1953
REMARKS
NAME
BJORN THUESEN, INC.
5)6,5� 7-16A) keip,
cc ADDRESS
0
0 322 Main St.
METE? jl�t
72.
IBUILDING S PPLY SIZE
FIXTURE UNITS
< CITY
cri
0z Edmonds 1775-1953
TELEPHONE NUMBER
RE!OARKS
0 STATE LICENSE NUMBER
BJORNI*225BZ
SIGN AREA
ALLOWED PROPOSED
I
ENV. REVIEW
COMPLETE I EXEMPT
ADB NtO),C>
1Legal Description of Property - include all easements
Z (show below or attach two copies)
SHORELINE N
0
Z
cr
W
W
Z
0
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..Ihe e=terly -AV IL. of north half or Lne nort-lawest
LL quarter of the northeast quarter of the northeast
VARIA CE OR CU PLANNING REVIEW' BY DATE
0 (Tuarter of Section 26. T(xqnship 27 North, FUmm
a East, W.M.; EY =, the north 190 feet; and, I
SETBACKS — FEET HEIGHT LOT COVER
roads. A9E
W T SO Z
FRON t � 'I E REAR L�::;,
REMARKS
1-�X RCQT 41: 262703-1-010-0002
NEW F RESIDENTIAL PLUMBING A
ADDIALTER COMMERCIAL MECHANICAL
xr
APT. BLDG.
E] REPAIR LM El SIGN
CHEIKE
Li DEMOLISH
REMODEL
Li
EXCAVATE
OR FILL
CARPORT
GARAGE
FENCE
x—FT)
swim
POOL
1209!
0486
LjD
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F"
HEIGHT
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— :
SPECIAL INSPECTOR
REQUIRED'�
Q. YES"—� 0 NO
AREA
JOCCUPANCY
GROUP
OCCUPANT
LOAD
F WOOD STOVE I F-� RETAINING WALL/
INSERT ROCKERY El RENEWAL
REMARKS
PROGRESS INSPECTIONS PER UBC 305
A) 6�— C )1-
V) NUMBER OF STORIES
LU
c
co 2
0
NUMBER OF
DWELLIN�
lu Bldg. C) 7
.1&4� btjo-f &Alb 647-L,2' 17- /1/
NATURE OF WORK TO BE DONE (ATTACH PLOT PLAN)
Imultiple RM 24Od`-
PLAN CHECK FEE
BUILDING
PLUMBING
MECHANICAL
Oq//2708 *7
This PeTmlt covers work to be done on private property ONLY.
GRADING/FILL
Any con%ruqjI9Ukn the publIq domain (curbs, sidewelks,
dri, waVisj-m�(�60es,-etc.f�hi lrfeq u I r!� U— epa rate �perm ission.
STATE SURCHARGE
Permit Application: 180 Days
Permit Limit: , 1 Year- Provided WorR Is Started Within 180 Days
ENERGY CODE
'.'Applicant, on behalf of his or her spouse, heirs, assigns and
co successors in interest, agrees to indemnify, defend and hold
20 harmless the City of Edmonds, Washington, its officials,
2 employees, and agents from any and all claims for damages of
a:
< whatever nature, arising directly or,indirectly from the issuance
of this permit. Issuance of. this permit shall not be deemed to
PLAN CHECK DEPOSIT
modify,, waive, or reduce any city ordinance
of any
TOTAL AMOUNT DUE
0 City'requirement
x nor I.imit in any way the s ability to enforce Any ordinance
provision."
I hereby acknowledge that I have read this application; that the
information given Is correct; and that I am the owner, Or the dul
,ly
ATTENTION
authorized agent of the owner. I agree to comply with city and
.
w
state laws re ula Ing construction; and In doing the work authoriz-
I
THIS PERMI T
AUTHORIZES
ed therdebyho. person will be employed In violation of the Labor
ONLY THE
Code of t State of,Washington relating to Workmen's Compensa-
WORK NOTED
tiQn, In s r ce.
'N
INSPECTIO
IGI47AOR� ENT) DATE SIGNED
DEPARTMENT
ident 9/27/89
CITY OF C
EDMONDS
AMON
771-3202 R
I I., e-
IT UL TO USE OR OCCUPY- A BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL QR
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
CHAPTER 3.
M-87
VALUATION
q
P
17125' AfM'17-
Wr Aegm-
MOW*]
=0
APPLICATION APPROVAL
This application is not a permit until
signed by the Building Official or his
Deputy; and fees are paid, and receipt is
acknowledged in space provided.
FICJA1?3,ff1GNATURE /Z DATE
LE D BY- DATE
L
ORIGINAL — File YELLOW — Inspector Lj;11
PINK — Owner GOLD — Assessor
CITY OF EDIVIOND's
USE PERMIT
ZONE&,�p NUMBER
90()z
-r"9
CONSTRUCTION PERMIT APPLICATION
JOB
ADDRE55 4� 2_1 _A4
- 3rd.,Ave. So.
OWNER NAME/NAME OF BUSINESS
BJORN THUESEN, INC.
LEGAL DESCRIPTION1 CHECK
SUBDIVISION NO.
LID NO.
uj
Z
'01
MAILING ADDRESS
: _1��
Z4?
322 Main St.
CITY
—7775-1953
L PHO'
TELEPHO�E NUMBER
PUBLIC RIGHT F WAY PER OFFICIAL STREET MAP.
TESCP
APPROVED BY
Edmonds
EXISTING REQUIRED DEDICATION
PROPOSED-,
7
NAME
VX7-
D. A. Ilermans Co.
RIGHT OF WAY CONSTRUCTION PERMIT REQUIRE
cr
W
WO
ADDRESS
STREET USE PERMIT REQUIRED' 7
W
Z
L)
11416 Slater Ave. N.E.
_VP BY
SEE ENGINEERING MEMO DATED/
Z
cc
<
CITY
TELEPHONE NUMBER
Kirkland
1
1827-2763/775-1953
REMARKS�
NAME
- V
BJORN T11UES.EN, INC. STREE T
cr
ADDRESS
1A)
322 Main St.
MEIER IZE
IBUILDING SUPPLY SIZE FIXTURE
UNITS
CITY
TELEPHONE NUMBER
.211
§Edmonds;
8
775-1953
Uj
RqMAR S
STATE LICENSE NUMBER
SIGN AREA
ENV. REVIEW
ADB NO
.B.JORNI*225BZ
Legal Description of Property - include all easements
ALLOWED
PROPOSED
COMPLETE
EXEMPT
Z
(show below or attach two copies)
'ilie
I
SHORELINE#
0
easterly 400 ft. of north half of thp northwps
quarter of the. northeast quarter of the northeast
0_quarter
of Section 26, Township 27 North. Range 3
VARIANCE..0R..CU
PLANNING- REVIEW BY
[DATE
aw
East, W.M.; EXCEPT the north 190 feet; and, EXC M-
_j
<
0
LU
roads.
SETBACKS ��FEET.
HEIGHT
-
LOT COVERAGE ,
I
Z
FRONT SIDE REA
1�0
Z
262703-1-010-0002
REMARKS
Ayrpo_,�_
5
EiNEW
RESIDENTIAL
OPLUMBING
�, L.- So -7 ggr
ADDIALTER
COMMERCIAL
MECHANICAL
9;
El REPAIR
APT. BLDG.
.. —
El SIGN
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EXCAVATE FENCE
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CHECKED
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HEIGH
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DEMOLISH OR FILL x -FT),
.
i
V- / HF, I
� �
CARPORT
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REMODEL POOL
PECFAC INSPECTOR
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-
I -
WOOD STOVE/ RETAINING WALL/ C
F7
PEOUIRCD.,
43 YES,-" 0 No
7A
GROUP
LOAD
INSERT ROCKERY RENEWAL
REMARKS...
',3\
2c)
P R&CiIESS INSPECTIONS PER U13C 305
Q)
Uj
V 2,;.
I JiCk
NUMBER OF STORIES. NUMBEROF
Wnk WSALM&MtAGD&
0
co
2
DWELLING
1UNITS (bldg. B) 12
0
NATURE OF WORK TO BE DONE (ATTACH PLOT PLAN)
M�iltiple..RM 2400
j Ad
T-TA
0
VALUATION
FEE
FEE
PLAN CH OA FEE
BUILDING
Z.- 41&IrAo7�
P�Umbl'WG
ItarAr
&x44) r
4b'7112 XJ3 7
MECHANICA L
This Permit covers work to be done on private property ONLY.
GRADINGIFILL
Any construct loin. on the public domain (curbs, sidewolks,
driveways, marquees,.etd.) will require separate permission.
STATE SURCkQn
Permit Application: 180 Days
Permit Limit: 1 Year - Provided WorK is Started Within 180 Days
ENERGY CODE
A, I r, C
"Applicant, on behalf of his or her spouse, heirs, assigns and
successors In interest, agrees to indemnify, defend and hold
(Wn
harmless the City of Edmonds, Washington, its officials,
2
employees, and agents from any and all -claims for damages of
M
<
whatever nature, arising directly or'Indirectly'irom the Issuance
o . f this permit. Issuance of. this permit shall not be deemed to
PLAN CHECK DEP!�
IIY711
a
-
modify,,walve or reduce any requirement of any city ordinance
0
1:
nor limit In any way the City's ability to enforce any ordinance
TOTAL AMOUNLP
provision."
I hereby acknowledge that I have read this application; that the
A+ENTL0*\ 1,�MA
Information given is correct; and that I am the owner, or the duly
AIPPEOGAT16N APPRGVAL
authorized agent of the owner. I agree to comply with city and
THIS PERMIT
state laws regulating construction; and In doing the work authoriz-
AUTbOWE$,��
\,,.,Th4%,aSQ8aAn Is no"rmit until
ed thereby, no persoiny�l be employed In violation of the Labor
ONLY-JHE
signe d by the Building Official or his
Code of t State o VAshIngton relating to Workmen's Combensa-
9-
WORK NOTED
Deputy; anj fees are paW \a�� receipt is
tion Insur
- -once.
�.
a6krilowffted in S'0ace provided.
SIGN�TQA �o 1��R "AGENTI
DATE SIGNED
14FECTIA
DEPARTMENT
vesident
9/27/89
CITY OF
ATURE AATE
EDMONDS
771-3iff*
"�ENTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE VN
UNTIL A FINAL INSPECTION HAS BEEN.MADE AND APPROVAL OR ORIGINAL — File YELLOW — Inspector
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
CHAPTER 3.
PINK — Owner GOLD — Assessor
102-87
!L.� 71
CITY OF EDMOTDS
CONSTRUCTION PE Rl_�, AP.RL I CAT 10 N
'USE RMIT
ZONE NUM13ER
JOB
OWNER NAME/NAME OF BUSINESS
BJORN THUESEN, INC.
ADDRESS 430 3rd Avenue South
-4t.4
LEGAL DESCRIPTI CHECK
UBDIVISION NO.
LID NO,
log
MAIUNG ADDRESS
.322 Main Street
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
EXISTING — (0, 4) - REQUIRED DEDICATION
PROPOSED—,67A
ISEE
TESCP
APPROVED BY
CITY
Edmonds
TELEPHONE NUMBER
775-1953
NAME
D. A. Hermans Co.
RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED
STREET USE PERMIT REQUIRED:
ADDRESS
11.416 Slater Ave. N.E.
ENGINEERING MEMO DATEC
R I ; EW BY
CITY TELEPHONE NUMBER
Kirkland 1827-41763/775-195
NAME
BJORN VIUESEN, INC.
ADDRES�§,,-
3.22'Main Street
CITY TELEPHONE NUMBER
Edmonds' 775-1953
STATE LICENSE NUMBER
BJORNI*225BZ
Legal Description oi Property - include all easements
(show below or attach two Copies)
The easterl,� 400 ft. of north half of thp nnrl4n�nf
quarter of the northeast quarter of the northeast
quartpr of qert-jon 26, Tfignship 97 Nnrth Ran= 3
East, W.M.; OCCEPT the north 1§0 feet; and, EXCEPr
roads.
A- C c 7 #r 262703-1-010-00012
ENEW RESIDENTIAL EJ PLUMBING
ADD/ALTER COMMERCIAL MECHANICAL
REPAIR APT. BLDG. El SIGN
EXCAVATE FENCE
DEMOLISH OR FILL El I— x —FT
CARPORT
swim
REMODEL GARAGE POOL
WOOD STOVE I RETAINING WALL/
INSERT ROCKERY RENEWAr
C ?C)l
NUMBER OF STORIES NUMBER OF
2 u it Bld_g_.A)9.2
NATURE OF WORK TO� BE DONE (ATTACH PLOT PLAN)
Multi,T)le RM 2400
W-911 WRLYkN
ZZ1111211717AR-10 WAW
N WAM
METERAE. IBUILDING SUPPLY SIZE RE UNITS
b- 211
REMARKS
W
W
z
0
z
cc
SIGN AREA
ALLOWED PROPOSED
ENV. REVIEW
COMPLETE EXEMPT
ADS NO. I
SHORELINE#
VARIANCE OR CU
PLANNING REVIEW BY
DATE
.
I I �= - . _
k L4
SETBACKS - FET
C�
HEIGHT,
ER
z
LOTq��
FRONT SIDE
REAR
z
REMARKS
5
�_17 -7
',d.t
7ff '11
W-51
AMt:A
U(;GUPANCY
OCCUPANT
qEo IR 0
GROUP
LOAD
L: NO
E M s
P P ROGRESS INSPECTIONS PER UBC 305
ME& I W h &4_ 4,!,;,
A'C'
1AA,-.jJ^ IAA�L- ^1 121),
111!)Idn�
PLAN CHECK FEE,
BUILDING
PLUMBINtd..'�_
P-SMIMM 71/27 -7
MECHANICAL
This Permit covers work to be done on, private property ONLY.
GRA65INGIFILL
Any construction on the public domain (curbs, sidewalks,
STATE , SURCI'ARGE
4
driveways, marquees, etc.) will require separate permission.
Permit Application: 180 Days
Perr'hit Limit: 1 �ear - ProvidedWorK is Started Within 180 Days
ENERGY CODE,
rApptrd—a4, beh.40-bf his -or her spouse, heirs, assigns and
,n.L�,4Messors
uj
I r inte��_st.�,agree t Indemnify, defend and hold
hdtml�ess flAaKityof��Ed mgMs, its
2 ,
Washington, officials,
ern�plo�ees, and agents,from any and all claims for damages of
ix
<
whatever nature, arising directly or Indirectly from the issuance
M
of 'this i3erailt. Issuance of. this permit shall'niot be deemed to
PLAN CHECK DEPOSIT
a
0
modify,,waive or reduce any requirement.of:any city ordinance
x
nor limit In any way the City's ability to enforce" 'any ordinance
TOTAL AMOUNT DUE
-PTpvtMon."
I hereby acknowledge that lihave read this application; that the
information g Iven is correct; and that I am the o her, 'rth':duly
W o , e
ATTENTION
:..authorized agent of the owner. I agree to comply with city,and
state law . S regula ng construction; and 16 doing the work,abthorIz-
'6d
THIS PERMIT
AUTHORIZES
thereby, no 'Irson Wilt�be employed'in violation of the Labor
ONLY THE
t
Code of the eof Washington relating to workmen's Compensa-
WORK NOTED
ti n Insu r 4,4
INSPECTION
SIGNATUA T) DATE SIGNED
DEPARTMENT
dent
___Fresi 9/27/89
%CITY OF
EDMONDS
OMN 1 ON
771 3202
IT IS IUNLA�VFUL TO USE OR OCCUPY A� BUILDING�OR STRUCTURE
UNTIL -Aj.,,9jNAL INSPECTION HAS BEEN',MADE AND APPROVAL OR
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
CHAPTER 3.
102-87
�54
— 9SCO 1//y7,q
IZ30q 1-1
APPLICATION APP.ROVAL
This application is not a peymit until
signed. by1he Building Official. or his
Deputy; and fees are paid., and receipt is
acknowledged in space provided.
E,,,t
X�IATUII/E,,,
7 ELEASE BY. DATE
Xw-'p, � �- -
ORIGINAL — File YELLOW — Inspector.'
PINK — Owner GOLD — Assessor
E
BUILDING
WORK
ADDRESS
OWNER
DEPARTMENT
APPROVED DATE,_*"' 7-
BLDG. OFFICIAL
PERMIT NUMBER
EY PERMANENT —
SEWER EASEMENT
ml
ON OF SECTION 26, � TOWNSHIP 27 NORTH, RANGE 13 EAST, W.M., SNOHOMISH COUNTY, WASHINGTON
T11
T
TRANS
EX GARBAGE UT-1
SHELTER
".,AGE 0
EX 5,_6� CONC FIBERGLASS OVEMOW
9 LF CEDAR FENCE PER DETAIL(q
BOLLARD SEE DETAIL
—EX. wss_._�
VALVE VAULT
_E
. %PkT WELL
RIM=4740
Ails"
:E-46'59: 6 ' PW (IN -SW)
E= 4659 8' P"C (IN-S)
IE= 465 94 8 - PW (IN-E)
IE= 462 79 �4' (Cmi T -wi
IE-6'02 2* FC]ONIC007-SE)
-cl-EX, 2-FM-
Ef. PERMANENT
SEWER EASEMENT EX IA.ALT
EX. ASPHALT
EX CONDO BUILDING
INV IOUNOO NOISO143
3gavuG c� mo
Z)
UO3 allaismod, 38 St 801t)VbjNoord3N LS #5 SITE PLAN
SCALE: 1"=5'
CALL 2 BUSINESS
DAYS BEFORE
YOU DIG
1-800-424-6655
APPROVED AS NOTED
BY ENGIN�thlqG
EX. BqG 04-32
5 2.5
0 5
10
SCALE tN FEET
0
TOP RAIL JOINTS
AT POST, —.-\
GALV. FENCE RAIL SUPPORTS
(SIMPSON OR EOUAL). TYP.
2x4 CEDAR TOP RAIL
2x4 CEDAR RAILS (2:
/,--PT FENCE POSTS, SIDE
MAX. SPACING = 6'-O'CC
1 1 1
�_12" 0 CU SONOTUBE FTG
(fc 2.500 PSI)
AT CONC.
GRADE ;1R, 4117,
2" CLR
2' CUR (TYP.)
(3)#4 VERT ED
sp. (fy = �o KSI)
_Qrnirinm
NOTES!
1. FACE FINISH SIDE TOWARD ADJACENT RESIDENCE
2" SEAL ALL WOOD WITH TWO COATS CEDAR TONE PRESERVATIVE.
3. FASTEN FENCE MATERIALS WITH COATED DECK SCREWS.
I DETAIL - WOOD FENCE
NOT TO SCALE
ELEVATIr)N
ROUNDED CONCRETE CAP
4" GALVANIZED IRON PIPE
TO BE FILLED WITH CONCRETE
AFTER INSTALLATION AND
PAINTED SAFETY YELLOW
- ta15" DIAMETER CONCRETE
F OTING, CAST IN PLACE
0
AP PROVI-D Q�y �PLA NI G
4 -6
7p
V4
A�'
DAM MODEL BOS-4X-66RY WITH J—HOOK CAP (OR APPROVED
EOUAL) MAY BE SUBSTITUTED FOR BOULARD FABRICATED ON
SITE. SUBMIT PRODUCT DATA SHEET FOR REVIEW.
/*'�2 DETAIL - FIXED BOLLARD
NOT TO SCALE
19
ts
C)
Of
a_
(L
.�c
z
w
L)
Lu
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z
0
—n
ZD to z
LU P Lu
LL cl) �_ (13
co w
Z
0 0 I-_ oz
F_ U- w
>- < zi u-
RECEIVED%
U_
JUN 2 9 2012
zi
DEVELOPMENT SERVICE-,.'
4?.13
COUNTER
H.� I"=5'
I scALE N/A
SHEET
n*.,
L85-F
3ow
0, S.EETS
Jo0B E9GA-304
FIELD VERIFY LOCATION AND DEPTH OF EXISTING
SEWER PRIOR TO CONSTRUCTION. INSTALL NEW 48" MH
TYPE X WITH TOP SLAB, MH RING AND COVER TO
MATCH EXIST. GRADE. FORCE MAIN INVERT TO BE 0.10'
INSTALL 90* BEND EXIST. 5' CHAIN LINK FENCE ABOVE SEWER INVERT AT MANHOLE EXIT.
WITH BLOCKING EXIST. POWER POLE \,�, �
TEMPORARY CONNECTION
010e� SEE NOTE 8 BELOW. 30'
PATCH PAVEMENT FOR
INSTALLATION OF NEW
FORCE MAIN. EXISTING >0-
ASPHALT TO BE CUT IN A
NEAT LINE AND TACKED
BEFORE PATCHING. PATC
TO MATCH EXIST. SECT N��. 1Z
MINIMUM 4" CRUSHED ROC
2" ASPHALT CEMENT
CLASS B.
165 LF. 4" PVC
51 FORCE MAIN ___�
,70 LF. 4" PVC FORCE MAIN
EXIST. 2t ROCKERY TO BE
'REPAIRED AS REQUIRED
/ASPHA/LT DR/IVE
FM
M M
IN. EXIS ASPHALT DRIVE-4
EXIST. HOUSE
EXISTING G AVITY
LINE TO BE PLUGGED AT\tp APPROXIMATE LOCATION
BOTH MANHOLES AND tp EXIST. SANITARY SEWER
ABANDONED IN PLACE. SEE GRAVITY LINE
NOTES 11 AND 12 BELOW.
EXIST: 6' WOOD FENCE TO BE
REPAIRED AS REQUIRED
- i
L A , / , / / / . /�� 1 7' _7`
APPROXIMATE LOCATION
EXISTING 4" C.I. FORCE MAIN
CONNECT NEW 4" PVC FORCE MAIN TO
EXISTING LINE. INSTALL BEND WITH BLOCKING
AND FITTINGS FOR CONNECTION AS REQUIRED.
FIELD VERIFY LOCATION AND INVERT OF
EXIST. LIFT STATION EXISTING FORCE MAIN. VEHICLE ACCESS TO
TOP ELEV. 19.37' BE MAINTAINED AT ALL TIMES.
LEGEND:
NEW 4" FORCE MAIN
_SS— EXISTING SANITARY SEWER
<:=P EXISTING SHRUBS
EXISTING SANITARY SEWER
GRAVITY LINE
FORCE MAIN INVERT
TO BE 0.10' ABOVE
GRAVITY LINE INVERT
AT M.H. EXIT--,
0
4" FORCE MAIN
PROVIDE CHANNELING
TO 6" DEPTH
EXISTING GRAVITY LINE
TO BE PLUGGED
48 INCH MANHOLE DETAIL
N.TS.
EXISTING ROCKERY
EXISTING MH
TOP ELEV. �fl.32'
INV. ELEV. 39.67'
PLUG EXIST. 4" C.1.'FORCE MAIN
AT MH.
Ui
W
zi
W
Ir
ro
+11
0
WALNUT ST.
HOWELL WAY
GENERAL NOTES:
1.
All construction shall conform,to the "1984 Standard Specifications for
8. The existing sanitary sewer system is to remain in operation at all
Municipal Public Works Construction" and standard plans as adopted by the
times. Tenporary connections are to be made as required to keep system
City of Edmonds, and, any requiremnts established, at City,hearings on
in operation. Any damage which occurs as the result of the system not
this project'.:
being kept in operation shall be the Contractor's responsibility.
2.
The Contractor shall notify the.City of Edmonds Department of Public
I I
9. Existing house and foundation to be protected during construction. Any
Works 24 hours prior to and'�uirin�g work o btain all require d. permits
I I
damage shall be fully repaired by Contractor'
prior, to construction. Corttiactor to. obta ' in approval of and coordinate
with apartment owner prior to construction.
10. New 48-inch manhole to be channeled to a minimum 6-inch.depth.
3.
The Contractor ' shall notify'the,C ' ity of Edmonds Department of Public
11. Field verify that side sewer on existing house is not connected"'to
Works prior to backfilling',utiliLies.
gravity line to be.abandoned prior to abandoning that line.
4.
Existing underground facilities have been shown on these . drawings for the
12. Plugging of sanitary sewer lines to be with non -shrink grout to a�minimum
purpose of ' assisti.nq the Contra6tor in locating said facil 14t. ies-in the
12-inch penetration that will assure a watertight and leakproof seal.
field. The. Contractor shall betesponsible for checking I actu ' locations
ql
in the field, and checking with appropriat& agencies,tfiat'may have
underground f aicilities within the project limits. The Contractor shall
be solely responsible for'Any danage to underground facilities resulting
from his operations.'
5.
A copy of these'approved plans nest be on the job site whenever
I V gz.'
construction is in progress.
FEB 18 1988 PRINTED
6
A1.1 shrubs/trees that are disturbed by construction shall be root balled
prior to.removal and stored on property. Replant trees and shrubs equal
ENGINEERING FEB 17 M
to existing conditions on site prior to work or relocate as directed by
the owner.
M& MOOLOON a ASSOOM
7.
All pipe and fittings shall be AMM D2241 SDR 26 PW 1120 pressure pipe,
Class 160 with rubber gaskets. Force main shall be installed with
18-inch.'minimum cover except as noted Blocking
on plan. on all f ittin s
to hav�e minimum olf 2, cubic feet of concrete poured against undisturbed
soil with,3/4-inch anchor bolts to resist resul , tant forces. Bedding of
"Flexible
SANITARY SEWER PLAN
the pipe shall conform to Section 7-10.3 (09) B, Pipe," which
requires 3/8-inch minus sand/gravel mixture placed to a depth of 4 inches
FOR
under the pipe, -and, extending 6 inches over the crown of the pipe.
ROBERT -CASTEEL
IN PTN. NEI/4, NEI/4, SEC.26, T.27N,R.31E., W.M.
EDMONDS, WASHINGTON
37/� 4:7.
Reid, Middleton & Assodates, Inc.
_J
0
Engineers 9 Surveyors e Plonners
121 5th Ave. N., Suite 200, Edmonds, WA
DRAWN CHECKE DATE FIELD BK. CALE FILE NO.
02-87-121
i
W. C. J. S. AN. '88 599/38 1 20' 1
SHEET OF
I
LAYOUT LEGENP TgAW�5FORMEK5
r?c?m-r xrmK A- 19579 -3-7, s, KvA
T
ppli ur="r2 Flp-1 —x
-0- P0 L- 0 V H V
MAKI�-
A— 19580 -7 K VA
0 1 '!�' -r 5 - x
MAKf::�
5C,H-EMATIC LE6EWP
rc2m-r xr-m F?l
PP-1 LJOWt2 CA
P u "--2 E'r
0 v
t
VA U L—r!��
4 1 a x 4 1 5 X3'6" VAULT WITH
41 0 X 4'6 X L- I P e,
z UN I-rl-5
1510
A19579
Z UN
u ki I T�'
r—Fr
7 uNrrl�-
F
41T77
4
HowF-L.L. WAY
CAE�[,F,
rozol or- 1/0 AL, cmc-rpc we�u-r L-25, JACKE�TF-P F21
MAKe FO
50' Or Z" P\,/C 0,Y PUP (OrF-W CUT 9[2)
OF: Z" F7\/C E�,Y CUC2-r
c
)�N- 19 5 7 9
1, A Ar I C
15 C H E ivi
N T 15,
PUBLIC UTILITY DISTRICT NO. 1 OF SNOHOMISH COUNTY
REV. 7187
N. 4510 5KI2 AV S 1-50UTH COUKI-ry AREA
POLE NO. W151/4 S Z6 T VI R DATE Z W.O. NO, 16
8306
REASON FOR WORK fp- 9:0 v I P F, PIZ I I-IGN112 I !:k ENGINEER ?A'rC H E-rT OWG. NO, 06-7614
ro v, 1--ry- 2ARK, AFT-6 DRAFTER U.G. NO.
(ZO) u w I SCALE
APPROVED
DATE WORK COMPLETED FOREMAN ENVIRONMENTAL ANALYSIS
X EXEMPT 0 NOT EXEMPT
SUBSTATION' W 615-66A-1715- FEES REO'D M YES 0 NO ITEM C
PARA. 18
PRIMARY OVERHEAD
CIRCUIT NO. I Z— 4057 PHASE 6 . KV
0 RESIDENTIAL U.G. COND.
0 COMMERCIAL ADD CKT.� FT. PH
ROAD CROSSINGS ONLY
DATE DWG. NO. LEO# REM CKT. FT. PH
NET —4 9 7 CKT. FT.
SECONDARY OVERHEAD O.H. U.G. COND. kv
REVISIONS BASIC FEE $ ADD CKT. FT. PH
REM CKT, FT. PH
I APPR NO. DATE DESCRIPTION
NET CKT. Ft
METERICONV. POLE $
PERMITS (DATE GRANTED)
PRIMARY UNDERGROUND
0 TREE TRIM
0 RESIDENTIAL
0 STATE
0 COMMERCIAL
09 COUNTY 512HOIQP'�'
BASIC FEE $
LEU #' 0 CITY
n
SECONDARY UNDERGROUND EASEMENTS
CR REQUIRED 0 NOT REQUIRED
BASIC FEE $
UNDERGROUND PLAT
BASIC FEE $ DATE RELEASED
FOREIGN CONTRACT$
—1 FT.@$ 0 GTNW JPN #
STREET LIGHTING
0 CATV JPN #
t FT.@$
09 JOINT TRENCH GTNW CATV..
WORK IN RIGHT OF WAY
0 JOINT BORE GTN & CATV
0 PRIMARY W
AS -BUILT 0 SECONDARY POLE STENCILING
t FT. @ $ $ FROM TO
APPR NO. DATE DESCRIPTION
MISCELLANEOUS FEES��,:;8 TAKE OFF POLE
VAULT $ PRE-CONSTR. REQUIREMENTS
PERMIT $ M TREE TRIM 0 PUD LOCATOR,
.$ 54 BACKHOE 0
ONE CALL DATE
TOTAL DUE $ INDEX POLES
L09S U.MAP-1
DATE PAID
RECEIPT # XFMR -MAP
NEW SVCE APPILICATION # LOCATION MAP PAGE
DATE PRINTED
7-7 DIOTHS
56 A B I", En ST7BL4KE
0,
CHERRY ST
sp
A'�
A VIE%aw
--SUNSET UEAV
17
l?K rl
�PAM z
Ntll
SA (A
CARU
2 'jKlNGSl0- VNDERWA GLP
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fUARY
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TI I .. $4
ON?
ST NNE ST 3:
Pr, I list"!
>
4
VICINITY MAP
118442
1�
:Z
001
1�
t
7
I Set the stal�es. 2. Excavate a 4"x4" tren,-h Filter barvier: This sediment barrier may be constructed usiol, Maintenance
upslope along the line of Strenj",th nyt,thetic filter fabric. It is denigned 1:(,r low
stakes. op inoder�,I,L flows not Lxceeding, 1 cf.4. 1. Silt fencer and filter barriers sliall be inspected immediately after
each rainfall and at least daily during prolonged rainfall. Any
I T, 1. The freight of a filter barrier shall be a Minimwit Of 15 inches and required repairs shall be made irrimediaLely.
shall not exceed 18 inches. Inould the fabric on a silt fence or filter barrier decompose or
it become ineffective prior, to the end of the expect
14 2. standard strength synthetic filter fabric shall be purchased ed usable life and
Lh,., barrier still be, necessary, the fabric .9hall. be replacLtl promptly.
in a continuous roll and cut to the leng to avoid
the use of joints (and thus improve the strength art(] efficiency of'
,th of the barrier
3. Sediment deposits should be removed after each storm event. They
Flow
must be rL-inovod wheii depostita reach approximately orie-l�alf Lhe heirlit
4" 3. The !;t,dws shall be spaced a inlaximum of' 3 fe-A apart at tho barrier (,f the barrier.
3. Staple filter material to 4. Backfill and compact the location and driven securely into tire- ground (mininjum of' 8 iiwhes). 4. Any --edirrient deposits remaining in place after the silt fence or,
stakes and extend it into excavated soil. 4. A trench shall be excavated approximately 4 inches wide art(] I, inclies fil*Lr bilrrier Is 1`10 loiiEer required shall be dressed to custforin
the trench. deep along tire line of' stakes and upslope from the barrier. witli ttw existing grade, prepared and seeded.
.�ktqt:,, ih 5. The filter material shall be stapled to the wooden stakes, and 8
j; inches of the fabric shall be extended into the trench. Ifeavy duty
not be qLapled to exi3tine troei.
-ast 1/�'-inch lotij, shall be used. Vi I ter material
r -44 Wirt. staples at lo
shall
6. Thc trench shall be bac%filled and the soil compacted over- the filLor
11"Aurial.
7. If a filter barrier is to be constructed across a ditch line or swale,
the barrier shall be of sufficient length to eliminate csid flow,
awl the plan configuration shall rejemble air arc or horseshoe with
CONSTRUCTION OF A FILTER aA,�MER the isids oriented Up3lope.
8. Filter barriers shall be removed when they have served their useful
purpose, but not before the upslope area has been permaneiitly stabi-
r_ I >A Tt _-E-1 11 F tF �7 lizLd.
1�7_111401 -7 1
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-4,- -Tr� A_
A N --N
it
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41 "V,
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od
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T. 15. "YP I
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J1 L Iiiiiii - I I
77' A
PLANT LIST FOR DRAINAGE SWALES
yt;o
mr I
BOTANT.CAL NAMF COMMON NAME ITT
Alopecurus prttensis Meadow Foxtail K/
undinceus Poir. Creeping Foxtail a
Alopecqrus ar RedLop
Agrotis alba (VI
Festuca rubra Creeping Red Fescue
Annual ryegrass(es)
Lolium ssp., L. meltiflorum /r-r -zA. &
Phalaris arundinacea Reed Canarygrass Z K
Phleuni pratense Timothy F r- i_� YE
'New Zealan
Trifolium repens d' White Clover
taken from: for Soil Conservation in the Pacific L all
Grasses and Legumes 4-
Agricultural Handbook No. 339,
North
U.S. Department of Agriculture,
west and Great Basin States, L
Soil Conservation Service,
rel)rinL January 1979. J
OY12
_4
1w- �,PL_L
k
LOW WALLS
3 3'.0' 11.1. 01-10, 11.1. 611 106 1.925 0,690 2.790 5.56
4 3'.5. 11.3. 01-10, V-4' M 82 3.036 1.20d 2.513 6.75
1.,. o'.10, V-1u, 8/U 134 5.080 I.M 2.643 6.13
6 o'.10, VUJ IOU ?.656 2.1160 2.06 V.61
I/B lo.!Idia 4.051 1.61 � 11.00
fill 21Y 14.4Y/ !,.52J, 2.624 12.42
9 6 -3 1:-o: 0:. 1, a:
2 .1 a. 0 :a 314 Jil 111111/0 �.300 1.!0112 13.7Ja
to 6'-Y' 2'-4* 0'- 10* 3'-1' 1440 243 24.05V VAIU 2.4151 Moir
HIGH WALLS
1 0 6:-9: 2-4: 1:-,1: 3"-1: 446 262 24.983, 10.017 2.494 14.81
11 1 -3 2 , -6 1 -a :606 161 31.364 11.720 2.466 16.d6
0.061 '1.443 IV.04
13 V-4- V-lul 1,.,. 4'-4- 1 YOU '1110 40.704 1 V.4/4 2.4/4a 21.44
14 ".9. J,-U. 11.3. V-4- 2uyi '156 !16.1116 21WI �AUII Y3.//
Is 9'-4- 31.,. 1,.,. 4'- 10' Mu 1U6 68.OdJ 20.243 2.43V 26.42
16 "I.Y. Y-4- 11.4- 11.1. �420 2�1 7V.164 33.464 2.384 29.ou
:7 lo:-4' 3'-6* 25�6 2ul 94.193 39.286 2.413 31.91
a 1 0-10, 271 U 2UI 109.851 4!a.741 2.AU2 34.84
19 1 3 , 1'. 'IY 0 24 24.!a6 52,86 2.356 37.78
20 1:1*9: I'll 60.6d 1 2.340 40.0
4 - .6 6'.2- 3U42 745 141.985 1 1 1
A
33*40'
or "0. 0
0
P So
0 171.1 S IS?
[C-
L ALTEHNATE ONE LENGrH
?-OPTIONAL LUG AND 51101'IT "0 "0" HAUS
UAHS - SVACING So SPACING So
FIG. 14-1 BAR DETAILS AND NOTATION- LOW WALLS
LOW WALLS -Dowels only -No Splices
3
#3 (,.1 18
11.5
-
-
-
13 a 2'.6 (-,- In
14 (,it 10
0.6
0.070
4
13 vo 18
11.7
-
-
-
#J . I% I I I,,, 111
14 (.at 10
9.9
0.039
5
1301 18
11.9
(h.
-
-
-
03 .:V-7 (". to
14 (-,- 10
11.1
0.067
6
13 (,,1 12
V-11
less
-
-
-
13 . 4'-7 bl. In
14 (,It 10
14.2
0.106
7
13 fai 8
21.1
top
21.7
-
-
13 . 4'-8 bn In
14 (,It 10
15.3
0.157
8
14 ('Ji 11
2'.4
cover)
2'.9
-
-
13 at V-0 (,it 13
14 01 1 D
18.5
01223
9
14 (al 7 V1
2'.6
V-0
-
-
14 x V.0 (-,1 10
14 (In 10
22.0
0.305
10
14 Na 6
21.8
3'-2
-
-
14 A V-0 01 16
14 (,it 10
28.6
0.408
HIGH WALLS -Close 0 Tension Lop Splices
10
14 ot 0
2-41
V-10
V. 3
13 (,it 9
V-6
14 x V.0 Vv I 61/a
15 (,it 13
77.S
0.2113
11
14 (,at 6%
V-7
,,.I
V-3
13 (m 7Y,
6'. 1
14 al $'-0 (,,- 13-/l
15 (w 13
32.3
0.349
12
#5 VA BY,
3'. 4
4'.8
I'-ft
14(,119
61.7
15 X V-7 (m 111/,
15 W, 13
40.3
0.473
13
05 (,a, 7
V-6
41-11
I'-B
146119
P-I
#5 x V-6 Im 1411,
15 Vs- 13
45.0
0.504
14
060,9
V-9
S'.6
2'.0
14 (,at 0
71.7
16 x A'.0 0, 1711,
1.5 6.113
53.8
0,594
is
16 WA 7 Va
3'.11
V-9
2'.0
15 (,it 9
81.4
06.6'.5 W. 15
05 1, tI 13
65.4
0.03
16
41.7
61.1
2'.0
150119
8'. 10
16 . 6'.7 01 13
3 0- 13
73 2
0 * 800
11
17 (,at 7 Ili
4'.5
6'-9
2'.9
15 (", It
91.4
17 . I'll "',
* 1::
IS ("t 17
011.2
0.916
Is
'761.7
41.7
11.2
2'.9
16 (,it 9
101-o
1,
11 . 7: 111- 3 l/a
af,5 1- 11
I o4,7
1.041
19
1861.8
4'-10
8'-0
V.8
16 (,,1 9
101-6
10 . 9 .0 116
15 f"I 17
20.11
1.175
20
18 (,it 7
51.1
81.4
V-9
170,9
111-6
#8 x 9*.2 be 14
'501 12
146.7
1.310
APPROVA
APPROVED FOR CONSTRUCTION
BY Ago;;�r1k
QUARKY 6PALL eACKFILL
rul Lear In I a
(1) Size categories shall Include:
Two -man rocks (300 to 600 pounds). 13" in least dimension;
to
4t60 6 Three-man rocks (800 to 1200 pounds), 16" in leatit di-
menallon; and
Four -man rocks (1500 to 2200 pounds), 18" In leaUt di-
Z4#
mansion.
Four -man rocks shall be used for bottom course rock In all
1, 1141 rock retaining walls over 6' in height.
Die,
1? (2) The rock macerIal shall be as nearly rectangular as possible.
NO stone hall be used which does not extend through the
W.1 11 . Then rock material ahall. be hard. sound, durable still
Z. free from weathered portions, acama, cracks. cither defects.
W The rack density shall be a mininium of 160 pounds per cubic
,4 Cj avoos, foot.
a
b The retaining wall shall be started by excavating a trenelk, not
leas than six (6) locheii or taloare thao oite (1) toot lit depth I)CIOW
- FIL-17EK FA15RIC subgrsile fit exclavatioti �ectious or below Lite existing groutid
MIKAFI 140 OR level Lot calbanionent sections.
Rock selection and placement shall be UUCII that thel'tu Will be
itilitlintsin voldn anti. Jai the exponed face of the wtill, tin upen voids
over six (6) Incites across In any allarecticto. The flival course .
4V sli,ill I"we a cotitinuoun appearance still bit placed to minimize erosion
of tire backfIll. material. Tire larger rocks shall be placed at cite
61 I-ERP. PVC base of tire rockery no that the wall wil I be stable said have a
L 4qOO 0 X, NLhblo appearance. The rocks shall be placed In a matiner such
that longitudinal axis of the rock shall be at right angles or perpen-
dicular to the rockery face. The rocks shell have all Inclining
faces slopling to the back of the rockery. Each course of rocks
shall be seated an tightly and evenly as possible on the course
beneath, Afteruetting eachcouraeof rock, all I vuldubetweei,
the rocks &hall be chinked on the back with quarry rock to ell-
tj minate any void sufficient to pass a.2-Inch square probe.
The wall backfill shall consisi of quarry spalla with I a maximum
RDCKF_KY DeTA I U size of four (4) Inchusand a minimum dize of two (2) inclieu.
This material shall be placed to an eight (6) Inch minimum
J-47. 5. thickness between the entire wall unit the cut or fill ittaterlul.
Tire backfill material ahall be placed in lifts to art elevation
approximately nix (6) inches below the top of each course of
rocks as they are plecalid, until the upperuicaut contrite In placed.
May backfill materlal on tire hearing surface of one rock course
shall be removed before RULting the next course.
Wheat a'sidewalk to to be built over a rock reLiAliting wall, the
tell of the wall ithall be nettled atki leveled with u Call Constructed
of cement concrete. Class "C" in accordance With the applitable
provisions of Section 6-02 of the Standard Specifications. but
with reduced witter content resulting in ulutup of riot over two
(2) Inches.
1_4 .1-- G
IT
DATE
9
11-50
VICINITY MAP
GRADING AND T.E.&S.C. PLAN
�4NIP',,J 1. 11Q11
Ccl'."�, FOR
",Z V IA
X
ft 2TS
�,N CITY PARK APARTMEi\j
ITS
1014AL IN NE 1/4t SECT ION 267 T 27 N, Re 3 E.t We M.
9
AAA 9 09 'EDMONDS, WASHINGTON
IR W V.
'MAIR -0 -1990
Lovell-salueriand & Associates, Inc.
Engineers / Surveyors / Planners / Development Consultants
4-1. M
19400 33rd Avenue W., Suite 200 - Lynnwood, WA 98037 *(206) 775-1591 - (206) 340-0830
DRAWN CHECKED I DATE F.B. SCALE FUX NO.
1876
1GPr__1!Yr Z 11,11P .51
442
10
:z
0
t
�A
0 �
.'es-00
0001�_�_
//,/v
zj\A
\11\; , / I
GENERAL NOTES
1. LOCATIONS OF EXISTING UTILITIES AND IMPROVEMENTS SHOWN ARE
APPROXIMATE ONLY AND IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO DETERMINE THE EXACT LOCATION(S) OF ALL UTIL-
ITIES AND IMPROVEMENTS TO AVOID DAMAGE OR DISTURBANCE.
2. ALL CONSTRUCTION SHALL CONFORM TO THE "STANDARD SPECIFICA"
TIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" AND STANDARD
PLANS AS ADOPTED BY THE CITY OF EDMONDS, AND ANY REQUIRE-
MENTS ESTABLISHED AT CITY HEARINGS ON THIS PLAT.
3. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY
OF EDMONDS AND THE CONTRACTOR SHALL NOTIFY THE CITY OF HIS
SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRIOR TO
AND DURING THE WORK.
4. ALL WORK WITHIN THE PLAT AND CITY RIGHT OF WAY SHALL.BE
SUBJECT TO THE INSPECTION OF THE ENGINEER.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
PERMITS FOR ROAD AND UTILITY CONSTRUCTION.
6. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION
FACILITIES TO INSURE SEDIMENT -LADEN WATER DOES NOT ENTER
THE NATURAL DRAINAGE SYSTEM. THESE FACILITIES MUST BE IN
OPERATION PRIOR TO CLEARING AND GRADING, AND SATISFACTORILY
MAINTAINED UNTIL CONSTRUCTION IS COMPLETE AND THE POTENTIAL
OF ON -SITE EROSION HAS PASSED.
7. ALL STORM SEWER PIPE SHALL.BE CORRUGATED METAL 16 GA.
.GALVANIZED AND ASPHALT COATED TREATMENT I OR BETTER,
CORRUGATED ALUMINUM PIPE, 16 GA. OR PVC.
6. ROAD RESTORATION SHALL BE PER CITY OF EDMONDS STANDARDS.
1. ALL ROOF DRAINS SHALL BE CONNECTED TO STORM DRAINAGE SYSTEM.
10. AUL W-0017 011;ZAIN 'E��TUO:-:> 5HAL.L. t36 MAWKED WITH 0"x 4" PoeT
�5HOWIW6 OEPTH 6�V-410 KAAI�ZKeO 11
4) _sse,�
------------
77— -
. ..........
J
t
Inspection & Sampling
Too (by others)
Oil Retainer Baffle
Vault No. 660-SB
5,750 lbs.
I 012-P Diamond Plate
Inspection Covers
222-P Diamond Plate
Cover
23" 2 1 12"
6'0"
1 2.. 24" 24" --tl 2"
24"
4-
24"
— NO. 222P
B -*J 2 NO. 101 2P DIAMOND DIAMOND PLATE COVER
PLATE INSPECTION COVERS
A61 PLAN— BASE PLAN —COVER
7-4-V
2 No. 1012P
DIAMOND PLATE IVI e��
NO. 222PDIAMOND INSPECTION COVERS (ki V. I &
PLATE ACCESS DOOR
OIL/WATER
fl
HOLE TYP
SEPARATION
CHAMBER
N L
INLET
EA' END FOR
INLET & OUTLET
hole each and
OIL RETAINER
0/,—BAFFLE
for inlet & outlet
L
A
FLOW DIFFUSER
BAFFLE
0.
0
GnIT/SL UDGE
a.. RETAINER WEIR
11
lo
'F
0.1 48-1/2"
0
0
INSPECTION &
.0
0:
0
SAMPLING TEE
(BY OTHERS)
1
1 12"
1
0,
1
0
1
7. 5-1/2
23" 21"
4'0"
116" GAI VANIZED
STEEL PLATE BAFFLES
&WEIR
HOTF-: umuTy \/ALJL.—r e5.,';1MANY SECTION A -A SECTION B-B
o&z,e,?-6A &-iopirs-t2 -ro r-l-r)
INATER/01L SIF-PARATOR
(M0D11=1r__tD rO 640 0
W.TG.
�A I
y-A;?_P
7M_z7
0
U)
0-11
>
<
CITY PARK APARTMENTS.
I N NE 1/4, SECTION 26, T 27 N., R. 3 .1 W. M.
EDMONDS, WASHINGTON
MAR 3 0 1990
1 —.1 C�lr