430 3RD AVE S.PDFIIIIIIIIIIII
4980
430 3RD AVE S
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ADDRESS: �iLLL ��, 419:�l
TAX ACCOUNTI/PARCE'L#:
BUILDING PERMIT (NEW STRUCTURE) #:
�IA
COVENANTS (RECORDED) FOR:
CRITICAL AREAS #: DETERMINATION: [I Conditional Waiver
I
Study Required E] Waiver
CRITICAL AREAS #: DETERMINATION: El Conditional Waiver
El Study Required El Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORD FOR:
PERMITS (OTHER — list permit Vs):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
LID #:
SHORT PLAT FILE:
LOT:
BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S)
GEOTECH REPORT DATED: &9z
STREET USE/ENCROACHMENT PER�If #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
L:\TEMP\DST's\Forms\Jana's Street File Checklist 5-14-08.doc
APPLICATION
for
The City of Edmonds, SIDE SEWER PERNaT EASEMENT No . ..........................................
NEW CONSTRUCTION E) REPAIRS 0
too- 0q,360
OWNER..... H0.11-3 .... c7p .. pason ....................................................... CONTRACTOR .................................................................................................. PERMIT No . ......................
ADDRESS .43-0 .... 3 --- r ---- d .... Ave-...%5. -------------------------------------------------- LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................
-9
0
NAMEOF ADDITION .........................................................................................................................................
JUno-, 117()L
Dya- 7(7s�ad 0/) (5cw4Lr(&p54&1%-.$)
Approved:
DATE................................................ By ......................................................................
04
CITY OF. EDMONDS S [Qf'� SE i�T Eft M I T
PERMIT No': 82-51
STRF� i Zim
Address of Construction:
Property Legal Description (Include all easements):
RECEIVED
EDMONDS 2 U 188U
TREATMENT PLANT
PUBLIC WORKS
J
Owner and/or Contractor: 3J-1712 Ic A ]�Z if— S. < 'tj /;7 y -r C.;'
State License No 2 t-Z_ c, 'CA-2 17 Z &�4 Building Permit No. (,e�
0 Single Family
j Multi -Family (No. of Units
11 Commercial
1:1 Public
Invasion into City Right -of -Way: F No 0 Yes
RW Construction Permit No.
Cross other Private Property-.0 No 13 Yes
Attach legal description and copy of recorded easement
T—certify that I have read and'shall comply with all city requirements
as indicated on the back of the Permit Card.
—!? — --�_ 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: .30— Issued By i. aA
Trunk Charge: 17.5 Date Issued:
Assessment Fee: Receipt No.:
fS7f log
Lid No.: —
Partial Inspection: Date -Initial.
Comments.
Reason Rejected: Date -Initial
Final Inspection Approved: Date Initial
PERMIT MU�,TBE POSTED, ON JOB SITE
White Copy: File py: Inspector Puff Copy: Applicant
�Gi4 0
Re�ised 3!90
Side Sewer Drawing
The, City of Edmonds
EASEMENT NO . ............................................
NEW CONSTRUCTION REPAIRS Fj LID NO . .................. . ASMT. NO . ..................
CONTRACTOR ................................................ .............. MIT NO.&Zl�ll
OWNER................. ..................... a -------------------------------------------------- ................ PER ............
JOB ADDRESS ....... 0.14 u- .... .. ......... LEGAL DESCRIPTION: LOT NO . .......................... ........... BLOCK NO - ------------------ .................
. .................
........... I -------------------- ---------- EDPAONDS ........... .....
TREATMENT PLANT
NAMEOF ADDITION ............................................................... .......................................................
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PWW-0001-1 1/75 (REV.1 1178)
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30
30
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Approved:
DATE ....... ---- Bye4� - --------- W ....
................
tA
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T E!R,,M I T
CITY. OF,EDNIONDS SIDE, WER
�J2 3 2 5.0,
P�ERMIT
.,STR'EE'
T
FILE
Address oftonstructiom. V.
Property Legal Description (Include all easements):
EDMONDS RECEIVED
I HEA FIVIEN I Pt
159U
SEP 2 0
PUBLIC WORKS
Owner and/or Contractor: ;51 /V Veg',lf_ A-) L"2.AJ.4�
lei it No.
State License No*. fz �R- Building Perm
El Single Family'
Multi-Fa.mily. (No. of Units /2-
Commercial
13 Public
Invasion into City Right -of -Way: No. 0 Yes
RW Construction Permit No.
Cross other Private Property: Q/`No Yes
Attach legal description and copy of recorded easement
I certify that I have read and shall comply with all city requirements
as -indicated on the back of the Permit Car6'
Date
CALL DIAL -A -DIG (1-800-424"-5555) BEFORE ANY EXCAVATION
OFFICE USE ONLY
FOR INSPECTION CALL 771-3202, PUBLIC WORKS DEPT.
Permit Fed: Issued By
Trunk Charge: 300— Date Issued.: -
Assessment Fee:. Receipt No.*. /3os7
Lid No'.: 4,10 E-Sk''101
Partial Inspection: Date—Initial--
Cbmment�
Reason Rejected: Date Initial
Final Inspection Approved: Date7- I I( Initial
'PERMIT MUI T-.B,E POSTED ON JOB SITE
'S
7
White Copy: File Green Copy: Inspector Buff Copy: Applicant
Revised 3,190
Side Sewer Drawing
The� City of Edmonds
I
NEW CONSTRUCTION Z'
OWNER......... .................................... ----------- ------------------------------
-LZ. 1�0 -
JOB ADDRESS ........................................
1j,
La
a
100 LOR ni
REPAIRS F
EASEMENTNO . .......................................
LID NO . .................. ASMT. NO . .....
CONTRACTOR.............. .................................................. -------- I ......... PERMIT NO . ... . ............
LEGAL DESCRIPTION: LOT NO . ......... — ------ ................ — BLOCK NO . ...................................
............................... ......... .......... FLUONDS ........... .. ...
TREATMENT PLANT
NAMEOF ADDITION ............................. -- .....................................................................................
P;
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371
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PWW-000 1 - 11/75 (R EV. 11/78)
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Approved:
DATE....... .... ByZ� ............ ...............
43 q-
Pie.
8 9 0 9
.6
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T E, R M IT.
CITY OF EDMONDS,,- SIDE. SEWER
PERMIT N 0- 32 1, -1
STR:�LT FILE,,'
Address of Construction:
Property Legal Description (Ihclude all easements):
V e_. I !� C., I
TREA11MENT PLANT
ul
REItIEIVED
_qF P a ANU
pi.jugG WORKS
F
Owner and/or Contractor: XI 0 YA-) 7�_ V ou J-2 e' a it, Vt c-
State License No. ,6 1Z 9— 0 471 Ce Building Permit No. -o
13 Single Family
Multi -Family (No. of'Units.:E
El Commercial
El Public
I
Invasion into City Right -of -Way: CO No 11 Yes
RW Construction Permit No.
Cross other Private Property: No 11 Yes
Attach legal description and copy of recorded easement
I certify that I have read andvShall 66rply.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: 30 Issued By J3-6
Trunk Charge:-20o— Date Issued: e-7— 2Z —�?O
Assessment Fee: Receipt No.: .3
1 167
Lid No.: —
Partial Inspection: Date —Initial —
Comments
Reason Rejected: Date —initial
Final Inspection Approved: Date-L-11 Initial
PERMIT MUST BE POSTED ON JOB SITE
Whitebopy! File Green�Copy: nspectw Buff Copy: Applicani
Revised 3!90
Side Sewer Drawing
The, City of Edmonds EASEMENT NO . .............................. ........
NEW CONSTRUCTION REPAIRS r-1 LID NO. ..— ............. ASMT. NO . ............
OWNER ................ ........................ ------------------------------------------------------ CONTRACTOR ........ -- .............................. ................... PERMIT NO.
----------------
JOB ADDRESS --------- ......... 40—t . ...... ----- LEGAL DESCRIPTION: LOT NO . .......... . ............ 1— ........ BLOCK NO . .............................
..................................
------------------------------------------ ---------- EDMONDS ........... ...
TREATMENT PLANT
NAMEOF ADDITION ............. ---------------------------------------------------------------------------------------------------------
Ll
&7
1101
0
0 i'-A A tA kA ot r,. c.,
0 FUM? \14F-T WfJj
37
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PWW-000 1 - 11/75 (R EV. 11178) YAO e,� - v U. v t�, to DATE ....... ---- Bye��.
*REET FILE'
CITY OF EDMONDS.
SIM E -.�S,E, W EIR P E R M IT
PFRMlt -KI0 09 A Q
Address of Construction:
Property Legal Description (Include all easements):
EDMONDS
TREATMENT PLAN7
0
RECEIVED
S,EP 2 0 -Iwu
PUBLIC WORKS
f
Owner and/or Contractor: r—AJ N
State License No. Iq i- C- 171 Building Permit No.
0 Single Family Invasion into City Right -of -Way: Q No El Yes
/2 N.ulti-Family (No. of Units RW Construction Permit No.
El Commercial Cross other Private Property �v No El Yes
11 Public Attach legal description and copy of recorded easement
1—c—ertify that I have read anj shall co"�M` ply with all city requirements
as indicated on the back of the Permit Card.
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 SR6
Trunk Charge: 5D Date Issued: 61— 2a —10
Assessment Fee: Receipt No.: 130.5-;z
Lid No.:—'F5,k 10 q
Partial Inspection: - Date —Initial —
Comments
Reason Rejected:- Date —Initial —
Final Inspection Approved: Date Initial
T-
PERMIT MUSTBE POSTED ON JOB SITE;.**
White Copy: File Green Copy: Inspector Buff Copy: Applicant
Revised 3190
Side Sewer Drawing
The. City of Edmonds EASEMENT NO. — ........... --------------------------- -
NEW CONSTRUCTION REPAIRS F-1 LID NO . .................. . ASMT. NO - ------------------
OWNER.......... ....................................... .................. .......................... CONTRACTOR ............ ................................... .......... ---------- 1— ....... PERMIT NO.
JOB ADDRESS .. ......... .... Aji ..... ISP .... *1 ........ LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ............................ .......
.................................. ... ...... EDMONDS- ....... . ......
TREATMENT PLANT
1p I
NAMEOF ADDITION ....................... ...... ............................................. --------- ............................
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PWW-000 1 - 11175 (R EV. 11/78)
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Approved:
DATE..�
....... All.... Byz,
..............
City of Edmonds
Critical Area Notice of Decision
Applicant:
Property Ownet:
(-eo*,
co"do-5-
Critical Area File #:
612� -2 IO(OS-g
PermitNumber:
0
Site Location:
3,2p A-W— 5
Parcel Number:
00-7 449 00 0 120 50 0
Project Description:
Z_;
VConditional Waiver. No critical area report is required for the proj ect described above.
There will be no alteration of a -Critical Area or its required buffer.
2. /YL The proposal is an �Ilowed activity pursuant to ECDC 23.40.220, 23.50.220, and/or
23.80.040.
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.
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. Theproposal 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 ti tle 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-I 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 in' 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
&-Z &��
Signature
�, 2-
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:
J L: � j S
Property Owner:
Critical Area File #:
C-1-F A D 0 L-, 7 6 C)�-B
Permit Number:
L)
Site Location:
Parcel Number:
6 0-� 9q e'oo J)�a S-0 0
Project Description:
L-,4
t
, SV A7V--� "- f - J &-&-e V--- I
IR-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. a
,�<�The proposal is an illowed activity pursuant to ECDC 23.40.220, 23.50.220, and/or-4 OIL"
23.80.040.
3. The proposal is exempt pursuant to ECDC 23.40.230.
Fj Erosion Hazard. Project is within erosion hazard area. Applicant must prepare an erosion and
sediment control plan in compliance with ECDC 18.30. /
f-j 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 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-I 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.
�N-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.
F� Conditions. Critical Area specific condition(s) have been applied to the permit number referenced
above. See referenced permit number for specific condition(s).
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�
Setbacks Required Actual
:"I'APP�RPVED BY LANNING, 1� —
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7 2011
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CITY,' OF EDMONDS
CONFORMED COPY
E105180542 2 PGS
N011 415r ROO
SNOHOM Sh COUNT , SHINGTON
Return Address:
City of Edmonds
121 - 5th Ave. N.
Edmonds, WA 98020
ACCESS AND UTILITY EASEMENT
Property Address: 428, 430, 432, 434 3rd Ave S., Edmonds, Washington 98020
NO EXCISE TAX
REQUIRED
MAY 18 2011
KIRKE 81EVERS, snoliontn GOLIRY freasuref
�,v KIRKE SIFVERS
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, 3rd
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 fift 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 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, SNOHOMISH 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 CENTER -LINE 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 00*38'39" W 10.57 FEET TO THE TRUE
POINT OF BEGIINING;
THENCE N 73* 19'03" W 34.47 FEET;
THENCE N W 11'39" 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 19051'45" 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;
THENCE N 68'43'16" W 31.64 FEET TO POINT "A";
THENCE S 85013'41" 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;
SAID EASEMENT SHALL EXCLUDE ANY EXISTfNG 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 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 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 6 10:��: 20 /1
STATE OF WASHINGTON)
)SS
COUNTY OF SNOHOMISH)
I certify that I know or have satisfactory evidence thatl/�,,,�,L L .. N,' // — is the
person who appeared before me, and said person acknowledged ti;a-t (he/she) signed this instrument, on oath
stated that (he/jUe 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 ...... . ....... 7.-.// ........
................. . ..
(Signature)
(Seal or stamp)
.......... ........... ... ... . ....... ........
Title 1
My appointment �2
expires .... . ... ..... ..
A PORTION OF SEC 26, TWIP
27 N, RGE 3 E, W.
M. IN SNOHOMISH
COUNTY, WA.
EX. BLDG #434
0
MANHOLE
OVERFLOW
NOTE: PERMANENT SEWER
-STORAGE VAULT
EASEMENT IS 20 FEET IN
WIDTH, CENTERED ON
S 85'1,3'41" Wl
CENTERLINE OF CITY'S
M76.82'1
OVERFLOW STORAGE VAULT,
WET WELL, VALUE VAULT,
WET WELL
N 00'40 09
FORCE MAIN, MANHOLES, ETC,
11 '
23.40'
UNLESS EASEMENT CONFLICTS
POINT A"
-
Ln
NTH BUILDINGS (OTHER THAN VALVE
VAULT
CONTROL
CONTROL SHELTER). IN THOSE
In SHELTER
INSTANCES WHERE CONFLICTS
O�—
OCCUR, DIMENSIONS ARE
SHOWN. DIMENSIONS SHOWN
9.5'
IN 68*43'16- W]
—7,31,64'1
ARE TO THE NEAREST 0.5'.
WHERE DIMENSIONS CONFLICT
WITH LEGAL DESCRIPTION,
THE LEGAL DESCRIPTION
lun)
SHALL TAKE PRECEDENCE- EX.
BLDG #4 32
Q0
�72*1 2'24�
L 2
MAMMON
87*55'51 " W
158.98'[—
CENTERLINE OF
IN 19'51'45" W
2 0 FORCE MAI�_ I __L44.1 lJ_
EX. B
�7LDG #428
�:6 4'1 9'5�
L
33.68
7n nn
0
1,39'
_84'1
7 3.16'
[N7
3 -1 �9'O 3 �W
134.47'1
POINT OF 9' 5' 4
50 25 0
50
BEGINNING!�� 3RD AVENUE
E;
S
SCALE IN
FEET
12507SEL-RED ROAD SUfTE101
SCOle
EXHIBIT "A"
WO
BELLEVUE, WA 98005-2500
1 50'
CHS ENGINEERS, L I C
Mt425)637403 FAX(42JIM7-M94
CITY OF EDMONDS
Sheet
LIFT STATION #5
E
SEWER EASEMENT
Drawn by ic
Project # 450901
1
Checked by DF Date 03/29/1
I
CONFORMED COPY
J�1105180542 2 PGS
11912011 4:Pr
, N.00
SNOHOMISH COU T ASHINGTON
Return Address:
City of Edmonds
121 - 5th Ave. N.
Edmonds, WA 98020
ACCESS AND UTILITY EASEMENT
Property Address: 4Z8, 430, 43Z, 434 3rd Ave S., Edmonds, Washington 98020
. . . . . . . . . .
mzma� 1-
MAY 18 2011
K
KIRKE SIEVeRs, Switoniten �Oun(Y freasuter
K�PKE 131P�/ERS
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 CONSIDERAUON 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, operation, 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 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 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, SNOHOMISH 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 LIFT STATION WET
WELL, FORCE MAIN, VALVE VAULT, OVERFLOW STORAGE VAULT, ELECTRICAL CONDUITS
AND ENCLOSURES;
COMMENCING AT THE SOUTHEAST LOT CORNER OF TMRD 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 73019'03" 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 87'55'51" W 58.98 FEET;
THENCE N1 6804316" W 31.64 FEET TO POINT "A";
TH ENCE S 85'13'4 1 " W 76.82 FEET TO THE TERMINUS OF TIES 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 00040'09" W 23.40 FEET TO THE TERMINUS OF TUIS 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 PARIUNG 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 substLtially 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 6 &:�' 20 /1
STATE OF WASHINGTON)
)SS
COUNTY OF SNOHONHSH)
"Z"
I certify that I know or have satisfactory evidence that , /r 1-4-IC # is the
��Lql a / 4, L
person who appeared before me, and said person acknowledged that (he/she) signed this instrument, on oath
stated that (he/§hej 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 ...... ------ 7.-//
(Seal or stamp)
(Signature)
Title
My appointment
expires
... ... ........
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6- 3A. 26,01 361 6.91 2.21 2.14 '
8-45 46.1 4.82 11 a 2.9 1.29 .57 94 .26 .57 M
8 3.68 1.72 .95 1.'26 45 .77
10 10.6 69.1 6.02 17'9 3.72 5.50 2.14 .16 .52 .05
12 1-44 1 57 67 -96 .24 .65 .08
7.11 4.9 4.46 7.71 2.57 2.o2 I.S9
15 2 .94 .IS 43 03
18 9.02 37-6 5-60 11.8 3-21 3.05 2.36 1 .37 .78 .11 S2 .03
2 10-8 50.9 6.69 16,5 3. .41 ].So .51 .96 .17 .61 .07 .49 .03
20 3'P'PE' '12-0 (13-9, 7.44 19.7 86 4'2" 2-8) I-W 1.72 .70 1.18 .24 .78 .10
N 4.29 5.21 3-15 2.44 1.01 b6 1.31 -Sa .04
30 .49 .02 9 10 30.1 5.36 Mo 3-80 3.43 2. .20 .87 .12 .65 .0s .51
35 .57 .03 ]-IS 41.8 6.43 lo.b 4.72 5 50 1 '8' 1-6) .43 1.09 .1h .81 .03
--------- 133.0-2- 535.9 .17 -2.80 f.go 1.96 .61 08 .64 .04
7-SI 14.7 S-51 6.91 3.3$ 2.40 2-3S 1-30 -25 .97 :11 .77 o6
40 .61 .04 6' PIPE .81 1.51 .31 1.14 .15 .89, _08
.73 o4 14-M 71.4 8-58 18.8 6.30 883 �ilQ_ )10 1-68 1-03 1.74
16.70 9.65 23.5 7.08 lo: 9 .43 1.3o
SO .82 .05 .57 .01 10.72 28.2 7.87 13.3 TV -TV 3.02 1.32 1.95 .54 1.46. .19 - 1.02 .10
55 '90 -()6 -62 .02 11 .4-78 4.61- ).3S .24 1.15 .13
X, .98 78 33.8 8.66 16.0 1-36 2.17 .6S 1.62 .29 1.28 .16
.07 68 .03 12* 526 5,5$ 3.69 1.88 2.19
65 1.06 -09 :74 .04 1 87 40.0 9.44 IS-6 5.74' 613' '4.02 2.1 '74 1.70 -34 1.41 .19
0 10-23 21.6 9 2.60 90 1.95 .40 1.53 .22
70 1-14 .10 - 6.21 7-56 4.36 2.53 2.81 1 *
75 .79 .04 11.01 53.1 11.02 24.9 6.69 864 .02 2.06 .47 1.66 .23
1.22 .11 .85 .05 4.69 2.91
bO 1.31 16-06 60.6 11.80 28.2 7A7 3-04 1.21 2.27
.13 .91 .05 17.16 68.2 12.69 32,0 9-82 3.03 3.33 3.25 1.41 2.32 -54 1.79 .30
85 1.39 is .96 .06 18.21 7.65 11.1 5-36 3.71 3.49 1.54 2.60 .60 1.91 .34
90 1.47 .16 1.02 77.0 13-38 )5.3 8.13 12.5 5.70 .69 2-04 .38
.07 19-30 84.6 14.71 39.5 3-81 3.69 1.66 2.62 �76 2.17 .42
9S 1-53 'IS 1-08 .07 14-95 43.7 8.61 13.8 6-03 4.61 3.91 1.92 2.92 -85 2.30 .47
100 1 63 9.08 Is.3 6.37 5.07 4
lio ' -19 1.13 08 .12 2AW 2.93 .96 2.42
1.79 .23 LIS .10 15-74 47.9 9.56 16.8 .53
120 1196 17.31 57 670 5.64 4.34 2.33 3.25 1.03 2.55
.27 j�36 -11 8' PIPE .3 10.5 20.2 7:37 . 6.81 4.77 .57
130 2 12 31 1.47 .13 18-89 67.2 2-82 3.57 US 2.81 .69
11.5 23.3 8.04 7.89 5.21 3-29 3.99 1.45 3.06
140 2 29 .36 1.59 20-46 78.0 12.4 27.3 8.71 .80
150 2' .15 -90 .04 8.79 5.64 3-81 4.22 1.68 3.31 .93
' 45 .41 1.70 .17 .96 o4 22-04 89.3 13.4 31.5 9.3t 10.5 6.05 4 32 4.54 1.93 157 1.07
1600 2o6i .46 1.80 23.6 14.3 35.7
.19 1.02 -05 10-00 12.0 6.51 4.93 4.87 2.19 3.82 1.23
17U 2.'77 -7si 1.92 21 1.08 .05 15.3 40.4 10.7 13.6 6.S4 5.54 5.19 2.47 4.08 1.37
180 2-94 .57 2.04 24 ),Is .06 16.3 45.1 11.4 16.0 7.36 6.2
190 3.10 .63 2.16 26 1-21 .07 IV PIPE 17.2 50.3 12.1 5 5-52 2.75 4.33 1.33
200 3.27 .70 2,27 :29 1,28 .07 18-2 55.5 12.7 16.8 7.81 6.58 3.85 3.07 4.6o 1.7o
220 3.59 19.1 60 C 1 11,6 1.24 7.28 6.17 3.39 4.84 1.88
3:7
240 3.92 -83 2.44 .34 1.40 o8 '90 .03 0 7,:4 14 4 20-1 8-68 8.36 6.50 373 5m 2.()6
.98 2.67 -41 1.53 9 24.9
260 4.2 .10 9-55 10-0 7 14 4'45 5.62 2.44
5 1.13 2.89 47 1.66 .11 1 -9 22.9 OS.S 16.1 28.7 10.4 11.8 -
7.79 5.22 6.11 2.91
280 4.50 1-30 3.11 :54 1.79 .13 1.1 '04 24.9 99.2 17.4 33
.S .04 0 11.3 13.7 8.44 6.07 6
300 4-90 1.48 333 .62 1.91 .15 1.22 .05 18.8 38'1 1.2.2 15.7 9-09 6.95 -64 3.28
320 5.13 1-66 3.56 .69 2.03 20.1 7-15 3-8S
340 5.44 1.87 3.78 . .17 1.31 .06 21.6 43' 2 13.0 17.9 9.74 7.90
76 2.18 -19 1.3 48.4 13.9 20. 1 lo4o 7.66 4.37
- 9 .07 12' PIPE 22.9 54.3 8-88 8.17
360 , 5.77 2.07 4,00 2. 14.8 22.5 lj.*oo 996
380 6.19 2.28 4.22 30 -21 J-47 07 8.58 3-so
400 6.44 :94 2.43 .24 1 55 ob 1-08 .03 24.2 60.2 15.6 24.9 11.70 11.0 9.10
2.5 4-43 1-03 2.00 .25 J:63 .' 25.6 66.7 6.15
4SO 7.20 3.1 09 1.14 .04 16.5 27.7 12.3 12,2 9,19 6S8
5.00 1.29 2.91 .32 1 26.8 73.3 17.4 30.6 13.0
SOO B-02 3.8 S. s6 I . .84 .11 1.2ti .05 13.4 1010 7.51
550 8.82 4.5 6.11 36 3.19 .39 2.04 .13 1.42 OS 19-5 36.7 23.9 16.7 11*49 9.31
__ --- - ----- "86 1-52 .46 2 24 .16 1.56 .06 21.7 46.1 16.2 20.3
000 9.62 --- -_ :z :. _' .__ 12.6 11.3
650 10.40 5.3 6.65 2.19 3.81 .54 2.45 -" 1.70 .07 24.3 13-0 13.5
6.2 7.22 2.53 4.16 .63 2.65 26 -
700 11.2 7.1 7.78 2.92 -21 1.84 .09 -0 64.4 19.5 28.5 15.10 IS.8
750 12.0 &.1 4.40 .72 2.86 .24 J.W Io 28.2 21-1 33.0 16.40 I8.j
800 12.8 9.1 6-34 3-3s 4.80 -82 3.06 .28 2.13 .11 22.7 37.9 17-60 2J.1
850 13.6 8.90 3.74 3-10 -89 3.26 .11 2.27 .13 24.4 43.0 18-90 24.0
900 14.4 10-2 9.45 4.21 5.'48 1.03 3.47 -3S 2.41 .15 26-0 48.4 20-20 26.6
950 15.2 11-3 10-0 417S S 7S 1.16 3.67 .39 2.56 27.6 54.1 21.4 30.1
1000 16.0 12-5 10-5 5.26 6:06 1.15 3.88 .43 2.70 : Is* --------------------------
13.7 11.1 5.66 * 6.38 1.40 4-06 22.7 31.4
IIW 17.6 16.4 12.2 684 48 1-84 .19
1200 19.61 7.03 1.65 4.49 :56 3.13 .23
1300 20.8 19.1 13.3 8 *04 7:66 1.96 4.9U .66 3.41 .27
14.4
6 8.30 2.28 5.31 .76 1.69 .31
1400 22.4 15.6 10.6 8.95-2.59 5.71 -.so-
1500 24.0 16.7 12.0 3.98 .37 -------------------
1600 25.6 17.8 12.6 9.38 2.93 o.12 1'.00 4.26 .42
1800 20.0 10.21 3.29 6.53 1.12 4.5$ .46
2000 22.2 11-50 4.)3 7.35 1.39 5.11 .57
2200 21 4 12-78 5.03 8.16 1.69 5.68 .70
_'ZO 4.05 6.00 8.98 1.99 6.25 85
2 �� !� "
2600 'u./ 15-32 6.7 9. bO 2 37
IWO
3000
'3200
3500
38W
42(k)
4 5ou
5wo
55W
10.61
2.73
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7.38
Vb
1.14
11-41
3-IS
7.9S
1.29
12-24
3.58
8.52
1.48
13-05
3.7
9-10
1.65
14-30
4.74
9.95
1.96
15-51
6J
10-80
2.30
11-92
2.76
12-78
3.24
14.20
3.95
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DUPLEX HYDR-0-GRIND
HYDR-O-RAIL PACKAGED
SYSTEM SPECIFICATIONS
GENERAL
Furnish and Install a complete pumping system as manufactured
by HYDR-O-MATIC Pumps, Ashland, Ohio. System &hall 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 In§tallod In factory
fabricated basin with cover or on -site conc(ole basin. A NEMA IIIR
weatherproof control box shall be supplied- for- mounting at the
sump site or remote from the basin as required. Structure and
dimensions to be as shown on drawing sheet .1 of 1
OPERATING CONDITIONS
Each pump -shall have a capacity of opm against.& total
head of 670 feet. Pump motor shall be -1 - hp.
I phase. 2-10 volts, 54�2_0 rpm. s Ld - cycle.
Pump performance -shall -be as showyn.on,curvo 490
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 furn(shod. The mercury tuba
switches shall be sealed In a solid polyurothane float for corrosion
and shock resistance. The support wire 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 b�.abovo the float to
effectively prevent sharp bonds In the cord when the float 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 both pumps turn -
on. A fourth switch &hall 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 have'ellokIng switch wlth'automatic reset.
—Alarm Llgqt Model No.
Alarm Bell, Model No.
—Alarm Horn Model No.
Std - Alarm light mounted on panel enclosure
OPERATION OF SYSTEM
On sump level rise lower mercury switch ohallfirst be energized,.
then upper level switch shall next energize anO.atart lead pump.
With load pump operating, sump level shall lower to low *witch
lurn-off setting and pump shall stop. Alternating rolay #hall Index
on stopping of pump so that lag pump will start on next operation.
it sump level continues to rise when load pump Is operating,
overrido switch shall energize - and - start lag pump. both load ind
lag pump shall operate 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, whore used. If one
pump should fall for any reason, the oecond pump shall operate on
the override control and It level rise& above ovorrido control, alarm
shall signal, where used. All level switches shall be adjustable for
level setting, from the surface..
ELECTRICAL CONTROL PANEL
Control panel shall have a NEMA IIIR weatherproof enclosure. A
lock ha3p shall be provided on door. A circuit. breaker shall be
provided for each pump pnd a magnetic starter with 3 lag 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 pumps on each
successive cycle of operm Ion. Starters shall have auxiliary contact
to operate both pumps on overrido condition. An Intorl"k relay
shall be provided to automatically ro-connoct"tho control circuit In
case of circuit breaker trip on one pump. "-O-A switches and run
lights shall be supplied for each pump. Terminal strip shall be
provided for connecting pump and control wlro#. Additional
terminals shall be provided to connect alarm. A -transformer shall
be supplied to give 24 volt control circuit. Panel Model No.
11 listed. Panel shall have relay with
dry controls for alam.telem. connection.
CHECK VALVE & PIPING
The discharge piping shall Include a HYDR-0-MATIC ball check,
valvq with hydraulically sealed discharge flango and a gato valvo
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
Thu factory fabricated basin, whore furnished, shall have an Inside
diameter of loot and Inches,. and a, ocight
of foot and Inches. Tho'b#61n cover shall
be Inches 0.0. and — Inch thick. Basin, It stool.
and cover shall be sandbloatod Inside and outside to remove
scale, slag, rust. etc., before pointing. Basin, It stool, shall bo
coated inside and outside with Ur base epoxy point f9r cor-
rosionreal6lance. See plans,
HYDR-0-MATIC Pumps RESERVES THE RIGHT TO CHANGE SPECIFICATIONS
OF MATERIALS USED IN ITS PRODUCTS WITHOUT NOTIFICATION.
HYDRaDeMSTIC"
PUMPS'
A Division of Wylaln, I'no.
ftel Office Dox 327.419/2$9 IM
0srernont a Ikney Roods. Ashland, Ohio 4400
CAnum — Wrlwn Cw6w@ UiL one. in smi D&. arsiopwN anieft LaT IGS-
Inkonsdaftl "*6 — A04" Ohio ToWs 01442
ME
m
m
ON
Most trouble -free control ever designed... Bulletin,710.1
C
C.''
FOR USE IN SEWAGE
AND PRACTICALLY
ALL CHEMICAL
SOLUTIONS!
%TENT PENDING
ON
POSITION
OFF
POSITION
900
MERCURY
,SWITCH
LEVEL
CONTROL
N VENTED CORDS
0 DIAPHRAGMS
N #&I MECHANICAL SWITCHES
* #49 CLAMPS
* NO SUPPORT RODS
* NO 14OLLOW FLO ATS
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.
.39oo REPLACES ...
ROD TYPE FLOAT SWITCHES,
DIAPHRAGM SWITCHES, AIR
BUBBLER SYSTEMS...
INSTALL AND FORGET!
HYDRsOmMIFITIC
PUMPS
-SEP-13—'%- -F�L' 15,1 A.SSEF. HIU+-TECH TEL rfj,, 12�— 9304 P01
0"'T"'E' F 1L. E
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MROWN-ROWANT COATMO
WASSHR HIGH-TZCH COATINGS, INC.
ACSIXILS TRANOMITTAL
PAxo (206) 850-3098
VATZI
TO
COMPANY
ADDRESSa
TOTAL NUMBER OF PAGES (INCLUDING THIS.C.OVER SHEET) —At—
REPLY IMQUESTEDs YES. BY ?AX
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SEATTLE'S LARGEST SEWAGE PROJECT'
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PRODUCT'DATA
D
E * Single-oomponent, moisture-cu ring, high solids urethane
coating
V Chemical and sulfide -resistant concrete coating
P
Cold, damp application tolerant coating
0 High solids, VOO compliant coating
N
tta_�4 P013
a Sealer for interior of now concrete sewer pipe, manways, or
vaults,
U 0 Ohemlca,' and sulfide -resistant protective coaling for concrete
Is
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. Surface -tolerant coating for darnp 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 humidities to 99%
A
D 0 Can be applied at low tempamiures - to below treezing
V
A 9 Typical urethane abrasion resistance and WI -around
N performance In harsh environments
A e ',Brotidast ranoe of wet charnical resistance
E # Superior adhesion to concretes and most surfaces
C46be 901Y re
paired
VOO O'O'mpliant
i .
. --H TEL 140; 206-35, 7 #'304 PO4
SEP-13-*50 THU 15;14 16 15SER HJaI-TE -
C
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GdW by valtime: 62.0 11.0%
T
Moat; 8's 10.1 lbs
V00: Lou ftn 3.5 balcal
CaveMs all 2.0 mills OFT, 424 H21aal
N
fteagability., Anytime aftar 2-4 hour mln!mm, and baforo 24 hours
Teniferadure reshftnte: 285cF continuous
A
Fluh pokt: Abovs 834' F
L
Cure tinw., Minimum 2-4,hours for to-cout or light traffic. Cura times v2ry with temponitura and
0
hurnldfty�
A
'Chemlcal residance: PH 2-12, H29, H2804- rnost aMs and basea, and most solverft
T
Shelf Ift 6 months from date of thipmeM In unoponed o6ginal containare storod at
A
ton"rawres below W F
P
All ourfmas muiet be *loan eM free *f any grease. dri or exoesalve ahalking.
UI
on conwate and deal, use swlei) Or brUsh off blast. of Wid fth on WnMte-
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CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
C) Public Works a Planning - Parks and Recreation o Engineering
May 14, 1991
S T nm E LE'-f F- i
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,
LARRY S. NAUGHTEN
MAYOR
PETER 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
"All 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.
0 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
0 0
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 olef 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
P0 C'_
Al bbrts
0 0
STRP,-',---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,'�A��engineer
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
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS. WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
Public Works - Planning * Parks and Recreation Engineering
89 0 9 C� I
, D
T F I L E
May 1, 1991
Bjorn Thuesen
President Bjorn Thuesen,Inc.
322 Main Street
Edmonds, WA 98020
Re: Temporary Occupancy,request of April 25.
1
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 I our current policies have not changed
regarding inspections an'd occupancy in the past 10 or 15 years. My
staff tells me you havelbeen 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 OcIcupy" 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 i's 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 an 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.
I
o Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
i
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.
-inpdre
Richard R. Mumma CBO
Building Official
City of Edmonds
cc: Sharon Nolan,
Rob Chave, Pla
Tom VonSchuess
Gordie Hyde, En
Ron Holland, Wa
thuesen.rrm
it Coordinator
ing Manager
r, Fire Marshal
ineering Department,-'-
er Department
6 0
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
Public Works - Planning a Parks and Recreation o Engineering
8 90 - 199
January 4, 1991
Bjorn Thuesen
322 Main St.
Edmonds, WA. 98020
Dear Bjorn,
FILE
LARRY S. NAUGHTEN
MAYOR
PIETER 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)-)q
Al t�firts
0 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
B16RN
0
INC., REALTORS
url� U
322 MAIN STREET - EDMONDS, WASHINGTON 98020 775-1953
December 18, 1990
U r
-a F I L E
Mr. Gordy Hyde, Engineering 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 Fire Department to our project.
Also, would you please have the city 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 the debris. His name is
Steve Gillis, at #742-2926.
Sincerelv.
BT: pn
8 q lz�
9 0 19
0 %
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
Public Works - Planning o Parks and Recreation o Engineering
December 6, 1990
Bjorn Thuesen
322 Main St.
Edmonds, WA. 98020
STM . :CT FILE
Re: Release of performance bond money
City Park Apartments, 430 - 3rd Ave. S.
Dear Mr. Thuesen:
LARRY S NALIGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
tK-4J-AJ- / &17 /?0
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
�� 4 /,---
Al berts I L"
0 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
BJORN
THUESENINC.
322 MAIN STREET - EDMONDS, WASHINGTON 98020 - 775-1953
December 3, 1990
City of Edmofids
Building Department
210 - 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 improvements
installcd last month, for which Puget Sound Bank has a hold-
back.
The improvements installed include a concrete retaining wall,
rookery, 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 letter of release to:
Regan Belgard
Puget Sound Bank
1325 Forth Avenue, llth Floor
Seattle, WA 98101
with a copy to the undersigned. We would appreciate it if you
would do this Post-haste.
Sincerely,
BT/js
BOND RELEASE FORM
CITY OF EDMONDS
1�2
DATE: 1,3A?L
TO: ENGINEERING DEPARTMENT LYLE CHRISMAN
PLANNING DIVISION ED SOMERS
FROM: Jeannine L. Graf, Permit Coordinator
PERMIT# ADB# PLAT#
PROJECT ADDRESS
DEVELOPER/CONTRACTOR
TYPE OF BOND TO BERELEASED
BOND DATE POSTED BOND EXPIRES
Please field inspect for-the,release of the subject bond......If
there., are''.
outstanding requirements, please note in the space provided.'
CR -3 o
2
A 171,
3
4.
BOND APPROVED FOR RELEASE DATED
BOND NOT APPROVED, SEE OUTSTANDING REQUIREMENTS
,:P�- /9z-
DATED
COPY TO FILE
COPY TO DEVELOPER/CONTRACTOR
BONDREL/TXTRECEPSeptember 10, 1990
LOVELL-SAUERLAND & ASSOLft, INC.
19400 33rd Ave. W. Suite 200
LYNNWOOD, WA 98036
1UEU`T* (IF TURSEDUMIL
Phone (206) 775-1591
I&,* W —SM A % 0 2
VHL
ST R E V
r
WE ARE SENDING YOU eAttached 0 Under separate via
- I __%
• Shop drawings %eprints ns
• Copy of letter El Change order F-1
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110. NO.
ATTENTI��.,
the following items:
0 Samples El Specifications
DESCRIPTION
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FINE
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THESE ARE TRANSMITTED as checked below:
0'
'tg_For approval El Approved as submitted
0 For your use 0 Approved as noted
WEl A requested El Returned for corrections
For review and comment F-1
0 FOR BIDS DUE 19
REMARKS
• Resubmit -copies for approval
• Submit -copies for distribution
El Return -corrected prints
El PRINTS RETURNED AFTER LOAN TO US
COPY TO SIGNED:
PRODUCT240.2 1�1m,Grdm,MmO1471. It enclosures are not as noted, kindly notify us at once..
City of Edmonds
(71NTER-OFFICE CORRESPONDENC
TO Ail
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SUBJECT jjj�W
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FROM:
M E M 0 R A N D U M
January 20, 1989
Leigh Francis, Associate Planner
Planning Division
Gordy Hyde, Engineering Coordinator
Engineering Division
SUBJECT: FEBRUARY 1 ADB AGENDA ITEMS
Item
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 comment
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
,-/ADB-66-88 -
GH/sdt
FEBADB/TXTST530
Construct curb, gutter and sidewalk along frontage of
201st St. S.W. for future 36' road section curb -to -curb.
No comment
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DRAINAGE CALCULATIONS 13-Sep-89 (Snohomish County)
THUESEN APARTMENTS, LSA #1076
�') " ";'- �--' - '. , .. - -f , - 1 .295
Total area, acres
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
149 9--- 0.0
07,-8 -.0-81/
paved
5.82
0.28
1
13 1.0
7.69%
paved
5.67
0.04
5.52
1
Piped: (based on pipes flowing
full, no
pressure)
I en g t h : d i a :
SI ope:
n :
V :
t i me
total
R:
72 1.00
8.19%*
0.024
/.
7.1
0.17'
5.69
0.25
140 1 .00
4 . 2 1 '/. *
0. 024
5. 1
0.46
- 6. 15
0. 25
15 1 1 00
3. 33%*
0. 012
/ 0 . 0 3
" 6. 1 B
0.25
Time of Concentration,
T(c) minutes
6. 179
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
o t h e r
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 0.030 grass lined swale
Side slope = 3.0 H : IV
Channel bottom slope = 0.50%
Channel bottom width = 4.000 feet
Depth = 0.292 feet,
Top width, wetted 5.750 feet
Area wetted = 1. 422 s f
Wetted Perimeter 5.845 feet
Hydraulic Radius, R = 0.243
Freeboard sideslope = 3.0 H - IV
Top width with 0.750 ft freeboard included
3.5 inches
Calc'd Discharge, 0 1.95 cfs reqd flow:
Calc'd Velocity, v 1.369 fps,// preferred
2.008 in/hr
1.903 cfs_,--
10.250 feet
1.903 cfs
0.500 fps max
Q:
5. 54
3. 97
7. 07
0
EXAMPLE: The dashed
line shows that the resis-
tance of a 6-in. standard
elbow is equivalent to
approximately 16 ft of
6-in. standard pipe.
NOTE: For sudden
enlargements or sudden
contractions, use the
smaUer diameter, d on
the pipe -size scale.
Head loss through check
valves varies with types
manufactured. Consult
with manufacturer for
correct v414PP.
Appendix:
CHART 35
RESISTRNCE OF VALVES
AND FITTINGS TO FLOW OF FLUMS
Globe Valve, Open te Valve -3000
losed -
!/2 osed -2000
IA C I ed -
Fully en 1000
48--50
inn 500 42—__
�%ngle Valve, Open Standard Tee 36--
300 30--30
200 24--
Square Elbow 22-
20--20
00Q)_ 18
16-
Swing Check Valve,
Fully0pen U) 14—
Bor rance -50 (D 12- cn
�j
30
9__
-20
Close Return Bend uddenEnlargem t Cn 7--
0
4
d/D- 6
d/D-% 55
In
Standard Tee V2 -
Through Side Outlet 4--
Ordinary Entrance -3 M 33
-2 'Ei
Standard Elbow or run of 0
Tee reduced 1/2 -2
-!M �e. �ntrct,,�,- '/2
d/D-1/4
d/D-1/2 - 11/4-
Medium Tw-eep Elbow or d/ D - 1/4 -0.5
run of Tee reduced 1/4
-0.3 3
L�� /4- -
-0.2
45' Elbow
Y2
Long Sweep Elbow or -0.1
run of Standard Tee -0.5
Courtesy of Crane Co.
0
77
CHART 4
Table of "C" Values for "Hazen and Williams Formula"
CONSTANT TYPE OF PIPE
CONSTANT
TYPE OF PIPE
155 Driscopipe
110
Ten to twelve years old cast iron pipe
140 New steel pipe or tubing
Vitrified pipe
Glass tubing
Spiral riveted steel, flow with lap
Asbestos cement
Galvanized steel
130 Copper tubing
100
Spiral riveted steel, flow against lap
Ordinary brass pipe
Thirteen to twenty years old cast
Cast iron — new
iron pipe
Cast iron — tar coated but new
Galvanized steel — over 5 years old
Cast iron — fully cement lined
Cast iron — tar coated over
125 Steel pipe — old
10 years old
120 Wood stave pipe
90
Twenty-six to thirty-year old cast
Concrete pipe
iron pipe
New wrought iron pipe
60
Corrugated steel pipe
Four to six years old ca,�t iron pipe
Fitting Eres sure Dr p: Listed below in Chart 5 are various
common pi.iping system components and the associated
pressure Ic)ss through the fitting expressed as an equivalent
length of st iraight pipe in terms of diameters. The inside
diameter (i.ri feet) multiplied by the equivalent length
diameters clives 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.
These equiva.lent lengths should be considered an
approximaticin suitable for most installations.
CHART 5
FabricAted Fi,tting Equiv. Length
Runnin g Tee . ................ .............
20 D
Branch Tee . ..................... .............
50 D
900 Fab, Ell ................. [][��
........ 30 D
600 Fab, Ell ..................... ...............
25 D
450 Fab, Ell ......... ............. ... 4�� ..........
18 D
450 Fab, Wye! ................. ................
60 D
Conventional Globe Valve (Full Open) ...
...... 350 D
Conventional Angle Valve (Full Oper-J ... ..............
180 D
Conventional Wedge Gat(� Valve (Full OperJ ..... I ..........
15 D
Butterfly Valv(� (Full Open�l ............ ...... *
, * , , * , * '40 D
Conventional Swing Chec.k Valve ....... t ..............
100 D
(See Appendix fc)y further data or i resistance of valves and 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
preventing air entrapment.
rating of the pipe. NOTE: To allow for cyclic
loading effects and surge, Simpson
Wnuick
)" sily absorbed. The instantaneous shock
may generate excessively high pressures
Pressure and Surges: Pressure surge may
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
W10city
F&et per
Friction
Head
Friction Loss
Pounds per
Velocity
Feet pe,
Friction
Head
Friction Loss
PoundS
Velocity
Friction
Friction Loss
Velocity
Friction
Friction Loss
Gallons
Second
Feet
Square Inch
Second
Feet
per
Squate Inch
Feetper
Second
He d
Feaet
Pounds per
Feet per
Head
Pounds per
per
2% In.
Square Inch
Second
Feet
Square Inch
Minute
1% In.
21n.
31n.
1
0.27 0.02 0.0087
0.17 0.01 0.004
0.68
0.96
0.14
0.25
0.059
0.104
0.44
0045
0.020
0.30
0.025
0.011
0.20
0.01
0.0045
2
5
1.36
0.47
0.20
0.61
0.87
0.08
0.035
0.42
0.035
0.015
0.28
0.014
0.0063
7
2.04
1-0()
--
6-43
1.30
0.16
0.33
0.069
0.59
0 r'a
0.40
.0.02
0.009
10
2.72
1.71
0.74
1.73
0.57
0.14,
0.25
0.88
0.13
0.056
0.59
0.05
0.022-
15
3.40
2.59
1.12
2.16
0.86
0.37
1.18
0.22
0.095
0.79
0.09
0.039
20
4.08
3.63
1.57
2.60
1.21
0.52
1.47
0.34
0.15
0.99
0.13
0.056
25
4.76
4.83
2.09
3.03
1.61
0.70
1.77
0.47
0.20
1.19
0.18
0.078
30
5.44 '
6.18
2.68
3.46
2.06
0.89
0.27
1.39
0.24
0.10
35
1.59
0.31
0.13
40
6.12 7.69 3-33
3.90 2.56 1.11
2.35 0.81 0.35
6.80
9.34
4.04
4.33
3.11
1.35
2.65
1.00
0.43
1.78
0.38
0.16
45
8.16
13.10
5.67
5.19
436
189
2.94
3.53
1.22
0.53
1.98
0.47
0.20
50
9.52
17.42
7.54
6.06
5.80
2.51
1.71
0.74
2.38
0.65
0.28
60
10.19
19.80
8.57
6.49
6.60
2.86
4.12
2.27
0.98
2.78
0.87
0.38
70
10.87
22-31
9.66
6.92
7.43
3.22
4.41
2.58
1.12
2.97
0.99
0.43
75
12.23
27.75
12.02
7.79
9.25
4.01
4.71
2.91
1.26
3.17
1.11
0.48
80
13-59
33.73
14.61
8.66
1124
4.87
5.30
362
1.57
3.57
1.38
0.60
90
5.89
4.39
1.90
3.97
1.68
0.73
100
10 in.
7.36
6.65
2.88
4.96
254
1.10
125
8.83
9.31
4.03
5.95
3.56
1.54
150
0811
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12.40
5.37
6.94
4.74
2.05
175
1 05
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0,011,
7.93
6.07
2.63
200
1
0
0022
12 in.
9.92
9.18
3.98
250
1
0075
0J),313
1 0-1
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0017
300
68
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0039
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350
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2500
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10,43
2 2:1
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96
11,92
87C
3500
1341
35-1
1 53
4000
Note: A slide rule with this information
is
available.
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4500
5
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If
R)A4P
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0
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W.
CItY OF EDMONDS
COMMUNITY SERVICES DEPARTMENT
RIGHT-OF-WAY CONSTRUCTION PERMIT
A. * Owner:
Name
Mailing Address
City State Zip
__9W 010—
Permit No.
YIssue Date ct
B. 9 Contractor: "�2' k r 6 U/ W 4 r 4�f e"'
_1�tiii Addrei
ol!hp e__ , J ( x _.' '.0,/ ,
City st-ate zip
State License Number Tereph6ne Nu-mber
C. 9 Address or Vicinity of Construction: !q 3 y
Type of Work to be Done: (es-2 4 :Q2 S?�JA 1'/ A-
- I
D. 0 Work in Connection With: 0 Sub or Plat El Single Family
El Commercial Multifamily
E. *Pavernent Cut: T Y El N F. 0 Size of Cut: 3 X 3 0
APPLICANT TO READ AND SIGN
0 City Projects
0 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. C
• Restoration to be in accordance with City Code. 3"T R ` Er' � L"` - 8�1'1 I LEE-
• 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.
Owne7r or'Contrdctor
This Permit Must be Posted at the Job Site For Inspection Purposes
Call DIAL -A -DIG Prior to Beginning Work
APPROVED BY:
PERMIT FEE: _�(o - 0 Q
Time Authorized: Void after days. Restoration Fee: -_
Special Conditions: C4%d*xx_- I-V4.t'4 73M Receipt No.: _Z0 I I
9 S 70 Va4v t V- ISS1 Fund I I I Fee: 199 .0c)
_T1 S97- CA>4%. C&M_ Street Cut Dimensions: 70—
S%�p "uc—
RELEA��.. — Date INSPECTED BY Date —
IL SftA-_R&>
NO W6RK TO BEGIN PRIOR TO PERMIT ISSUANCE
rng. uiv. IVIUILII 1707
RIGHT OF WAY CONSTRUCTION PERMIT ROUTING FORM
CONTR ACTOR (2A DATE PERMIT RECEIVED
WORK ADDRESS SIZE OF CUT: 3 X30
DATE TO ROY WHITCUTT FOR REVIEW:
FROM-ROY TO PUBLIC WORKS:
PUBLIC WORKS DATE SENT COMMENTS:
REVIEWED BY BOBBY MILLS
REVIEWED BY BILL STROUD
REVIEWED BY ARCHIE BRENA
FROM PUBLIC WORKS, ROUTE TO ENGINEERING_
ENGINEERING DATE SENT COMMENTS:
REVIEWED BY NOEL MILLER
REVIEWED BY DAN SMITH Lf IqA r?e7
FROM ENGINEERING TO PLANNING(For ALL Above.Ground Work)
PLANNING DATE SENT
REVIEWED BY JOHN BISSELL
R.ECE I v Ej)
JUN 15 1990
PUBLIC WORKS
�Rzczjvrp )
DATE PERMIT ISSUED �d I q /q 6 PERMIT # qO - 2-00
(2�) -
Rev. 11/14/89
lfc
R/WFORM/TXTRECEP
JUN 18
ENGINEF811VI,
, 890 . 19 9 -
CITY OF EDMONDS kEcE:ivE.:r)
700 MAIN ST. e 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 NIP, 1 N I F r D I Nhl�
STREET FILE
LARRY S. NAUGHTEN
MAYOR
Since construction commenced this past week on the property 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 exiting 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,
Y4— "N)
Pat Harris
Park Maintenance Supervisor
cc Arvilla Ohlde
r-D6rf--Sffi`th-"' , /
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:
CIN I-,
16T ;'N'
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.
STREE-T FILE
A/ t�cs
A2 -1 -;�621A ,J�
1144,
------ ----
SEP-10-190 MON 10:54
H I GH-TECH
#297 P01
NASSER HIGH-TECH COATINGSt INC.
FACSIMILE TRANSMITTAL
FAXi (206) 850-3090
MT COATINGS
RECEIVED
SEP 10 1990
WNEF.RiNr,
DATZz
TO., FAXvL
CCOWANX 2 PHONE I
ADDRESSs
I or
PROXI PHONE.-
TOTM NUMB= OF PAGES (INCLUDING THIS COVER SHEET)
REPLY REQUESTED: YES, BY PAX
YR8, BY PHONE
no
J14 jvu�� 1�6��T5
SEP-10-190 MON 10:55 V SSER HIGH-TECH
TEL NO:206-85 It 7 9297 P02
VHIN.T;ECH COATINGS
(800) MG PAYNT
PRODUCT DATA
Wasser MC -Tar
D
E Singl6-component, moisture -curing urethane
C
R VrSthanew topcoat
06tor: 0
P 0 laCk
T
I High solids, VOC oompliant coating
0
IN
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
high humidities limit the use of typical epoxy or urethane
Single 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 re3l3tance, chemical
V
A resistance, flexibility, weathering, and resistance to cracking
N Outstanding resistance to salt and fresh water in immersion or
T splash zone
A
a Typical urethane flexibility and abrasion resistance
E Typical urethane resistance to Cathodic disbondment
C*n be Immersed In one hour - means very short down times
Zasllyrecoatable, easily repaired
V6C oompliant
*:-P-10-190 MON 10:56 H I D-i-TECH TEL NI 7 #ZI rl-�I 41
WAGGIR H12H-T!&H CO&YINgl
Costing Specifloation 126
0oal jar epoxy, and other coatingswith MO -Tar.
1. Purpme: To provide an improved altornattya to typical ter or epoxy ter coatings, and one that also
It" improved oppiloatlon and curIng propertleiL
11. Sufte PmPorstiom
A. Over bare steel, use SSPO-SPI 0 Near V41119 Blast for Immaralon, and SSP0-SP6 Comrnerclal
qlagtfo(norrnal. non-Immeralon or burladapplicatlons.
9. on concrete, rernove excess dirt, grease, and chalk by sweep or waleFS—lasting7—N
C. Over old co"S, use sweep blast or hlGh pressure water bl&sL
0. Over galvanized steel, surface must be free of grease and oil.
r-. When used over MC-Zlno, Use 2-4 mils DFT (10ty FlkTi Thicimem) of MOO=
F. Over old t" adherent epoxy tar, use power wash of Solvent wIPG-
Note-, Tras Product and most Wamrurethanes are des4nedto adhere to poorlyprepaW
surfaces such as old Paint, tightly adherent mt, and poorly Gisaned surface6; however, lost
patches Mid be made when good surface preparation 4 not pmlble.
Ill. Costing
Apply one or more coats of Wasser MC -Tar by brush, rolfer, or sprety at 4-8 0 Fr per coal.
1. Use Mo-Tar at 10-12 MIS to replace 16-20 018 typical oul tar epoxy on steel or conc—m-ft.-
2. Use a-12 mils MC -Tar to replace 40.0 moo hot dipped tar on concrete, or burled or non-
-bW49dAUWL-----
3. Use 6-10 mils MC -Tar to replace 40-80 mlls hot dipped IN on galvanized surfaces.
—C�
SEP-10-190 MON 10:59 4 r R HIGH—TECH TEL N0:27N�-8511C-7 #297 P07
M
YOMRQ�:
NION-7 EON C 0 A T I N 0 8
p)[PRaMbn SUM&
Pir"avallon
First Coal
Second Coat
Tnlrd C oat
Material
DFT
MaterieJ
DFr
MaterW
DFT
(so noto 1)
(am nm 3)
Gensirall
ImmorM In fresh
or Saft Water
10
MO-Zft
3
Me -Tar
6
MC -Tar
Previously PaInted
P131
MC-21nc
Spot
MC -Tar
4
MC -Tar
4
Whavel Color
Is Required
10
mc_zinc
3
MC-Ferrox 8
3
MG-Ferrox A
Gm% Lao"
I D
MC-Zft
3
MOTar
6
MC -Tar
Whom Color
In Required
10
MQ-Zft
3
MO-Ferrox B
3
MG-Ferrox A
Ponowsho
10
Me-Zft
a
Me -Tar
ID
MG -Tar
6
RodU gaialn=
and
Irmah ftoko
10
mo-zft
3
MG -Tar
5
MQ-Tar
6
8=1 Enp000d
to 8=00
PH 4-11
10
MO-ZlIne
3
IVIC-Tar or
6
MC -Tar or
6
MC-Forrox B
3
MO-Ferrox A
3
PH 2-12
10
MC-Ferrox B
3
IVIC-Ferrox B
3
MC-Ferrox A
Ouncrem 019Mr
BT
IVIG-Tar
6
MC -Tar
6
Over Old Epoxy Tar
FF1
IVIC-Tar
a
MC -Tar
6
P1001111no
Buried
6
MC-Zlnc
3
IVIC-Tar
6
IVIC-Tar
6
Immmed In Fresh
or S&N WRIer
10
MO -Zinc;
3
MC -Tar
6
Me -Tar
6
Above Gmrtd
6
MC-Zlnc
3
MC-Ferrox a
3
MC-Ferox A
3
Prevlou* PaInted
PID1
MO -Zino
SW
MC-Farrox B
3
MC-Fermx A
3
To ROPIM Hot Tar
PPI
MC -Tar
a
MC -Tar
6
"AN Wamr systems a
rewirnMend
lor use wfth cathad
r prow T
Ion.
UNote: I - Durkloo Fropora0m
& Whom blestIm Is done the number Is the 88PO-SP number. Is. SSPC-$156 Commercial Is 6�
b, Where old coating Is not removed the number will be PP1. This I& swoop blast or power wash with spot cleaning or blasi:lng of
apot commlon.
c. Slact TracK cr ShMIng of carmnno wul tie G.T.
2. DM hi the dry Him thlakrms. Carmult tho lrdMdual deta eheot for oovorage at thlo DFT
SEP-10—'90 MON 10--56 '06� H I 3-1—TECH TEL NO;206-8511#-? #297 P03
IllOde by volume: 01.0 12,0%
ww. 10.5 * 0.3 W
H 0 VOO: Lou ftn P-0 lbelgal
N
Covemp at 0 MOS: 1 W it
Recoat011ity: Anytime Mter +6 hours
A
L Terriperaktre resistance; Wet, 1001, F corrdnuouB; dry, 240a F contlnous
D fifth mW: Above 9V F
A
T Shoff We: a mordhe from date of shipment, In unopened original containare otored at
A temperatures below 050 F
P
- Over bam 9", Lee GOPC—OP1 0 Near White Blast for Immersion, wwd 8$IV-$P6 Oom morofal
R
Wast for normal, non-Immerelon or buried applications.
M
- On concrete, mmove *No*" dK grea", sM ohalk by oweep of water bl"Ing.
U
R
P
A
* Over old ow"s, use avoosp blast or high pressure water blast.
F
R
. Over plvanized steel, surface must be free of grease and oil.
A
A
s Men used owr MO -Zinc, use 9-4 trills DFT (My Film Thickness) of Me-Bric.
C
T
a Over old tl" adherent epoxy tar, use power wash or solvent wipe.
E
I
0
Now: This product and most Wasser uteftries am designed to adhere to poorly omared surboes such as old
N
ado rd rust, and poorly clemed surfaces; howmer, led patches should be make when good surlace,
Is not possible.
a Ocnisuld %W PalrdIng Practle-esm
A U" *AV MC-ThInfler
P APM At 4-7 mile DIFT per coal. Avoid Ogle applications above 10 mils DIFT,
P On steel qp over MO-Zlnc If pcuR;W. This glvn cathudic pratsolon I there Is arry mechanical damage,
L D . ovre m1nirnurn 4 haute between coats ed minimum 30% relative humidity md 49-9v F. If
I humWky Is 10-30% or temperature Is 25-W F. dow more time between coata. Films above 6 mlls DFT
C ra Ire longer dry times.
A Calnubs Immersed after arm hour. If additional coon are required, Immersion Is perm Ned between conts.
Tsver al *&he &W reeklue must be washed away before recoaa ng.
0 N*W W*owWmre*wmtneyboappftdi*4&mpouda*ooeavwyhlohunildM*o. AvoldoWl6dican over
N obvious wet ditain or puddi" of water. AvoW dipping s darnp or wot brush or rdler back into dw pWnt n"miledy kar
bm PwWs of time wlihout u6m mom mint, Inmtolm water InID the Paint cm cause neft.
P
This product Is for Industrilial use only.
$ I
0 X mmwa: vapor and spray mist are hsWul. Consult the material salety data shoot. Use an
F U approved respirator In conflned areas when bruahing or rolling. Use a positive premire air flow
T T hood when expood to spray mist or overspray. I"mted skin wW eyes from contaa This
Y I
0 product ConWns organic solvents and polylsocyanates. Do not use If you have a chronic or
N allergic reacition to lsocyanates or organic solvents.
6
Womw Hagh-roch Cw*V warronts he pmdu= za 00 &W *an OVOM In MOVAN VV WWWW", W%NW NWI-TOM C48WO WIV
ablaidtan and buyer,'s mdushin rormody In ceirwactim welth the preduds sh" kas 11mbod, at Wommor High-Tach tdanfirtg% captkan. to elther re -
Any
W eWmw*rtftftmmtwmustbomadebyBuywtcWuwKgtt.To�CombpinwdingwAtNnkv(S)dwisotOLWadiswvwyoiftdalnod
A 40*4 but In no vi*M I&W #w Ow **mzlora of ft aWivolaf* sholl Die. or Wx momOm borra ft dMNvry deft, viblefic vo Is ourfier. Buyeeta
R Mum tP no* Wavor Hleii-Tv;h Onlrov of such non-conbrittar= u nKMW her* *Wl bw Buyv ftm remory under this Warmly.
R Wm@rHIO-TeMCn*V&mW=noctorwwriesovowningt*pmduca. swuln,
A suMse werIondso of I od snalogly offlWaS for a garlWar Ougoes, sholl appti,. In rooMt ohO Wooer Hoh-TWO Oft"o be koft for
N m=qwntild or linklm Od dsmeW,
T Any nowwriondsilDn or a0sodo roWnq ID ft un cd the piAM modo by Wunt fth-Toah Caatqs, whotter In Its NdmkiW Owswe,
Y win response to spodicinWhy, or OwwO.Is baW an dow DeReM Io be 409; P*~, Me poluca am WwWon are IrmWed for
use by OWM ImAng MqUWM NU and knOW-IOW In to M"Ify, W4 ftWW It 12 1W FILW M N6* 120 of 1118 OUNNOW or fte Wdu=
for Ib own pwd@Ldar uss and It OW be doerned #W Buyer hes dons on, atb sub d1saarodon and PhOL vorlation In on'Aronrnont� charip" In
wV Ion w dwrago w1olng vA 9f, CmancloO with, w mmoulling Imm the um of *an PmdLgft. &NO In no aU* *ZW*d OW PLrahme P*N
alloaft to ft prodm or Met Ow ~ give fto to da cieft. In no em i " WUM be IW* for owesquernle! or hcWenfal
N."
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SEP-10�'90 MON 10: 5B HIGH-TECH TEL NO:206-850- 7 4297 P06
W� W .
Primmoo
MC-Elno most versatile, @say to uoe, ?.In@ doh ooating.
MO -OR Prifner/Topooat GpedaKy Primer/coating with ohernical reelstanes for steel and
i u
a umlnum.
PrImemAmormadlaim:
Nic-Ferrox 0 Unique MIOX coating with many uses. Boat poesible prImerl
Intermediate on previously paInled bridgea and madno ateal.
Colore sind metallice.
MO-Intermedlate Universal pdmerlintermediate In maMne atmospheres.
MO -Luster Intermediate Low gloss, aliphatic, long life exterior coatIng or colored base coat
under M"lear. Colors and metallios,
affp�R-
MO-Shleldcoat Super color coat, aliphatic long Ills exterior coating. High gloss,
chemical resistant coating on structures and floors. All colors.
MC-Ferrox A Unique MIOX. aliphatic coating. Longest life of any urelhane.
'Many uses, brIdges, chemical, Madne. Colors and metallics.
MC,Aroehleld Aromatic version ol Shieldcost. Hlyh @loss, chemical resistant.
I
.interior OV CIOW Y eXteflOr
MO -Tar MIOX,orreq lar Superooatlng to repleoe coal tar epouy. Usewith
Papid Immersion on splash zone, pipeline, water -works, marine,
and pWr mill.
MO-Oloar Most durablo chemical resistant, aliphatic @@atinq. u r high
P
Toossonwo&I,conciiiefloore. LonglifecleaFm WiLustor
termadlate and MO-Ferrox A. IndusWal, madno, autornotlyo.
MC-Amdear Same properties as MO -Clear, but for Interior use.
0
SpOISKY caolnpo
MC.-ConSeal Sulfide resistant sealer/coating for concrete pipe colora and clear.
MO-Ardigraffli Clew All the pmpanlee of MO -Clear, but repels everything, Ice. marking
pens. paint. dirt. Very light stable.
MC-Alufninum Primer. topcoat In metalile colors and silver. Recoats weathered
galvanized steel. Inoapsulates, rust, Universal coatIng.
Note: All of the above p"ets can be applied In cold, darop or high humicilty stmospheres and
cmn be Immemed after one hour.
SEP-10-190 MON 10:57 7SER HIGH-TIECH TEL NO-206-eSO-29G7 4297 POE5
0
SRNGLE COMPONENT MONSTURE CURE URIETHANES
Highest Performance
- Maximum Coating Life
0 Best: Corrosion resistance
- Broadest range of general ohernloal
resiganoe
- Urethane flexibility, weathering and
abrasion rosistance
* OutstancOng color and gloss retention
Tmuble Free Application
Oan be appliud on oold dampaurlaces
at temperatures below freezing
at humidities to 99%
a No dew point restriction -1-1
Simple to Specify
- Fewer application delays
Year round application season
a VOG oompliant
z,_Does not require an approved applicator
LO'VELL-SAU &LA'ND -ASSOCIAT' - C.
19400 . 33rd Ave!. W. Suite 2090
LYNNWOOD,! WA 98036
Phone (206) 77571591
TO IT'� CF rot ot\,j \-S �_ C I V r
JUN 2 8 Is,%-
0%!9M V-M — - i
OINLLT FILE
> WE ARE SENDING YOU ;��Attached El Under separate cover via—
• Shop drawings 0 Prints Plans
• Copy of letter El Change order 0
9
LETT* O)F UKU 6 E MRIL
DATE
JOB NO.
ATTENTION
RE:
following items:
0 Samples 0 Specifications
COPIES
DATE
NO.
DESCRIPTION
Z�>
THESE ARE TRANSMITTED as checked below:
•
For approval
•
For your use
tK
As requested
0
For review and comment
El
FOR BIDS DUE
REMARKS
[:1 Approved as submitted
[:) Approved as noted
El Returned for corrections
F�
• Resubmit —copies for approval
• Submit —copies for distribution
• Return —corrected prints
19 0 PRINTS RETURNED AFTER LOAN TO US
COPY
PRODUCT 2402 IM, GMW. Mm 01471.
SIGNED:
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
SUBJECT: ACCEPTANCE TO THE NEW LIFT STATION
STREET FILE
a-rq iV/V?2r-
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. Ly.le Chrisman
NULIFTST/TXTSEWER
CIATES C) A7D
HONG W EST& Asso
En - eering Hydrogeology . Materials Testing Construction inspection o C v
Geotechnical 91
1991
INSPE9TION REPORT E NEE ING
DATE:
-CT: 61
PROJECT: ACTOR'
LOCATION: GENERAL CONTR
CONTRACTOR'S REP
OUR REPRESENTATIVE:'
0
JOB NUMBER:
SUB. CONTRACTOR: 0
PERMIT NO: SUB— REP --
ARCH:
174
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HONG CONSULTING ENGINEERS,
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o GeotechnicoJ Engineering o Moterial Testing o Construction QuoLlitq Control
C
FIELD DENSITY REPORT
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on:
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Addres 5T < 0-) SToil Descripti ..... ..
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Job Number. Te ratl.173�1'� Ai OC /S 1'.
Date Tested: R. By: Specified Compaction: ......
Client: ... ard: /�'S'7-41..
Compaction Stand 7/1...
........ ... ....... . ............. . .... Minimum Dry Density: PCF
Maximum Dry Density:
� 1�7 70. PCF
Attention: Optimum M.C.: 0
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Test No.
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Location
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Wet Density PCF
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Test No.
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Moisture Content — %
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All tests performed in occordance with AS7M—
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M E M 0 R A N D U K
May 22, 1991
TO: Ed
Somers, Associate Planner
FROM: Gordie
Hyde, Engineering Coordinator
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.
CIO
ADB-46-91:
No comment.
ADB-51-91:
No comment.
ADB-52-91:
No comment.
ADB-53-91:
No comment.
ADBj166-88:
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 permit 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
MWO,
Ll
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-3202
Ll
COMMUNITY SERVICES:
Public Works a Planning c Parks and Recreation a Engineering
May 14,1991
Mr. Bjorn Thuesen
Thuesen Inc. Realtors
322 Main Street
Edmonds, WA 9802C
RE: Temporary Occupancy
�&. Thuesen;
S T R' E Z-1" F I L E
RECE:1V E: 1)
MA Y L a w,
ENGINEERING
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 list 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.
0 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 ADB 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:
a. 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 stream.
10. Clean out oil separator and all catch basins.
11. Connect downspout on south side of building 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 lift 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 Z.A.-
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
December 18, 1990
Mr. Gordy Hyde, Engineering 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 bel ng to facilitate the
access of the Fire Department to our project.
Also, would you please have the city 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 the debris. His name is
Steve Gillis, at.-#742-2926.
S inc ere ly,
BT: pn
(P
BibRN
'TLF-'U1F=6EH1NC.
322 MAIN STREET - EDMONDS. WASHINGTON 98020 775-1953
June 22, 1988
Q TP, T F I L E
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.
lie 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
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 Ci'ty 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 f-t, a mere 2-2%. 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 1 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
sen, President
:F;r4Phuesen, Inc.
BT:pn
enclosure
cc : Mary Lou Block , Manager of Planning
-":v 4b 0
t t
JIL
46 e?(C t 4 0
Z
0
VA
0
W.
CIT'F,.0F EDMONDS
COM MUNITY SERVICES DE . OARTMENT
sfkUCTION'PERMIT.*
RIGHT OF'WAY CON
A. * Owner- -Snohomish County PUD No. 1
Name
. . P.O.' Box 1107
B.- * Contractor:
Name
Mailing_Address Mailing Address
Everett, WA 98206
City State Zip City State Zip
Lorren Patchett 347-4353
Project Eng AW1YU0PMQY1WUbU L Telephone Number
C. Address or Vicinity of Construction: 430 3rd Ave S 6VV �10
Type of Work to be Done: Q12en cut 3rd Ave S to construct a ipliase distribution tine
to serve City Park Apts
D. 0 Work in Connection With: 0 Sub or Plat 0 Single Family 0 City Projects
0 C ornmercial 0 Mulk�amily 'alljs tLlity
E. 0 Pavement Cut: FEI Y El N F. 0 Size of Cut: 2t X '50'
APPLICANT TO READ AND SIGN
INDEMNITY: Applicant understands and.by his signature to-this-applifi, * es to hold the City of Edmonds 114
q. rtagre
harmless from any injuries, damages, or'claim's of any kin p�,Hp7ug. oggr., f forseen, that may.'
L0r;C1n_orc In
be made against the City of Edmonds, or any of its departzherits oi e pl ding ornot lZired to the defense
of any legal proceedings including defense costs, court costs,�/and attorney fe s by reason of granting this permit.
THE CONTRACTOR IS RESPONSIBLE.FOR WORIZL)ANSHIP AN6 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 co I t 'd by City forces, at which time a debit or credit will be
processed for issuance to the applicant. T, 71
* A 24 hour notice is required for inspection; Please call Engineering: 77-1-3202
* Work is to be. inspected during progress'and at completion.
0 Restoration to be in accordance. with City Code. P T
0 Street to be kept clean at all times. STRE" 9 FILE.
0 Traffic Control- to be in accordance with City regulations.
* All street-cift 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.
SignaiLLi��Xv Date: 9-13-90
Owner or Cont. cior
This Permit Must be Posted at the Job Site For Inspection Purposes
Call DIAL -A -DIG Prior to Beginning Work
APPROVED BY:
Tirrie Authorized: Void after 60 —days.
Special Conditions: NO OPE-i-4 C-u7i
RoAD f3ciffi-z_ Ot4 NORMAL- RaWE4,T, CITY
";HALL ALLOW RQAI) CUT 16N TH15 PEKmrr 7 oubrH
P
.,Asa.o atJ cowDi-riori% oN OTHM
RELEASED BY: Date —
nr4 'kito AVE A N 0 0 V4_14 L A I OF 0� #_ CO.
PERMIT FEE: 0�42 —
Restoration Fee:
Receipt No.:
Fund I I I Fee:
Street Cut Dimensions: x
INSPECTED BY Ad
WOR . KJO BEGIN PRIOR TO PERMIT ISSUANCE
41
Eng. Div. March 1989
FIELD INSPECTION
I I - Route copy to Street nrept.) i,
Comments:
Diagram:
CONTRACTOR CALLED FOR INSPECTION 0 YES 0 NO
Partial Work Inspection by P. W.:
Mork Disapproved By: Date:
FINAL APPROVAL BY: Date:
F.ng- Div- JuIv 1985
0
CITY OF EDMONDS �'-F'
'250 1,TI-i AvE tj - EE,kiorjos WA 98020 - (2(?G) 771 1.10-
COMMUNITY SERVICES:
Public Works o Planning * Parks and Recreation a Engineering
, 8 9 0 - 19 L) -
September 16, 1991 FILE
STREE'
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:
LARRi S NAI.)(:,HTFt]
KAA � C)9
A .
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
Alberts
o Incorporoted August 11, 1890 a
Sister Cities International — Hekinan, Japan
UIT CLAIM DEED
THE GRANTOR, BJORN THUESEN, INC. , for and in k-c—Is-!deration of
mutual benefits to be derived, convey arid 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.
Logether with Ae 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
... Y,Oc'
14�c)
ACIII-.-NOWLEDGIMENT IN -k CAP-AC-44'.
AOTAR
0
Ll
Snohomi-sh------
I Al I.
V/ A S
1jorn-Thu sen
S:__ t\ e—
the indiv;dual(s) %vhc
that, tc. a7.f4 2rk-,,,-x!e_ged iz as the
ident Bjorn Thuesen. Inc.
:-e free anc ac o� S--__:n D--rtv for -he us-ts and ::)u.-Iyoses -,i-e instn=cnt.
zz
Y FIU�l LIC FOO E
,0 S
--c F !4
Mv appointrn= eNP;reS
BibRN
THUESENINC., REALTORS
322 MAIN STREET - EDMONDS. WASHINGTON 98020 775-1953
STREET FILE
September 11, 1991
Mr. Lyle Chrisman
Engineering Department
0
C ity 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 situation
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
B T / j s
cc: Richard Mumma/
BUILDING
SEP 12 1991
M
CITY OF EDMONDS
250 5TH AVE N - EDMOUDS, WA - (-'(16) � 71
COMMUNITY SERVICES:
Public Works a Planning o Parks and Recreation e Engineering
' 8 9 0 - 194
I
September 16, 1991
0% ftft� -
qylR��7s. ) 'k
Bjorn Thuesen
Bjorn Thuesen Inc. Realtors
322 Main Street
Edmonds, WA 98020
LARRY S. NAUGHTFN
'4A,OR
BUILDING
SEP 181991
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,
& /e f 001, 4
L le Chrisman
Engineering Inspector
LC/dm
Enclosure Quit Claim Deed
cc: Dick Mumma, Building official
Street File
Thuesen
B:\Word
o Incorporated ALI_qUSt 11. 1890 a
Sister Cities International — Hekinan, Japan
6
QUIT CLAIM DEED
THE GRANTOR, BJORN THUESEN, INC. , for and in k-c-tisideratior, of
mutual benefits to be derived, convey and quit claim to t�ie 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.
LOgether 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,
zeij-, Mx/ 111-XIA40-�Cl A�<�
V
ACKNOW'LEDGIMENT IN �k REPRESENV�A
7 E C_ P A
T
oo
I-)F ',VAz_:,i41NGTr)N P UBM J� ;F
%111 37 9'?""FA�
Snohomish el ;.�N ��
S!are ax indiv�dua�(s) -xho
Z-;s to CxCCL., 1h -wic "ged it a
2. -�rc_v, :-'n �azh -,tzed t-hat r�:�=.Crt ar:� ?&no s the
Presid nt Thuesen, Inc.
,e free aric ac o; , -ior �he uses and pur oses meniionQ� i.-i zhe instru—niept.
NM 1.3Y PUBUC FOR THE S E
- !1C F
Mv a- -3/ ZIF �_
. - ppointmenz exp; e- 7A
R6g )SW
----RSCEiVED
SEP 13 1991
x�7
ENGINEERING
77-
LLJ
LLJ I
V-XV7
CC 7 7, �/
7-
15.
V�
.56175,�6--rlll : 6
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14
72
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...............
9A
36
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We
IRES 12!06
NOTICE
M AND/Olt OWNER
PARTIAL APPROVAL
El VIOLATION
CORRECTIONS REQUIRED
PERMIT
NUMBER
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.
STOP WORK — UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR.
VrA CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN
BE APPROVED.
WORK DESCRIBED BELOW HAS BEEN INSPECTED AND IS APPROVED.
CONTACT INSPECTOR AND RECALL FOR INSPECTION.
ARRANGE FOR APPOINTMENT.
,Zl.,O-f _Y707710A.).'
/Rwzi 411e:4- ezaar A4X,6_,!�
— / - OXW,44A
g 1140o
4eW Ap
A I;-
4A/ AA�
*95
THE ACTIONS OR CORRECTIONS INDICATED �BOVE ARE REQUIRED WITHIN
DAYS OR PENALTIES IMPOSED BY LAW MAY BE APPLIED.
FOR INSPECTIONS CALL: 771-3202. 0 BUILDING DIV.
PUBLIC WORKS
INSPECTOR _'71 El FIRE DqT.
CITY OF DATE IK SwA$ee4
EDMONDS
MI.M.W.UA
1.0, 2
. gi
MAT
BJORN
T�HUESENINC., REALTORS
322 MAIN STREET - EDMONDS. WASHINGTON 98020 . 775-1953
STREE.ET F11,.-E
May 13, 1991
Abel Curbing, Inc.
P.O. Box 1862
Everett, WA 98206
Gentlemen:
F'P "� 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, parking stall #9 has the number
reversed so it looks like a number 6.
Please let us know when this has been
corrected.
B T / j s
S i n c e r e 1 y ,
N C .
BjbRN 0
INC., REALTORS
322 MAIN STREET - EDMONDS, WASHINGTON 98020 775-1953
S 'E'T 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:
C/ P bol
Receiver)
14A Y A o ,99,
FNGjN!k%G
We have been asking for a Temporary
Occupancy Permit and would appreciate it
if you would submit"to us your check
list of things that have been approved
and things that still have to be attended
t o .
Please call the undersigned so that we may
pick up your check list at the counter as
soon as possible.
S i n c e r e I y ,
B J 0 RX-/-�HU E S F
INC
/,Thuesen,
dent
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04/2"1 09 EDMCNDS RJELIC WOWS 002
29
STREET FILE
TO: Dick Mtum
FROM: Ron Holland
SUMEM CITY PARK APARTMWrS
iR — " A
A P R
pr
ERMIT COUNTER
1. Telemetry from Stead & Baggerly must be hooked up per City
of Edmonds requirements' Must be hooked to 110 control
breaker so if turned ofi, alirim will sound at shops.
2. Generator must be hooked up correctly to accept City portable
generator and motors 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 electrit;al 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.
PREVIOUS
REPORT No. 0
CASCADE GEOTECHNICAL, INC.
12911 N.E. 126TH PLACE (206) 821-5080
KIRKLAND, W �INGTCN,980�4 `Ao,&,P�06).�23-2203
TO:
zz
ATTN:-..
THE FOLLOWING WAS NOTED:
A ovir-
DATE
.1
JOB NO.
PROJE_�!T__
LOCATION
Z/�o
BLDG. PERMIT NO.
OWNER
WEATHER
TEMP AT Am
C E 1 v m:-o PM
ENGINEER
APR 3 0 1201
ARCHITECT
CONTRACTOR EENGINEERING
I
X
"All
-1.6 137-,3 1co
coo
oli
COPIES T FIELD
REVIEWED By
PY 6Z��t) rA) i', I SA
STREET FILE
January 17, 1991
MEMO TO: Dick Mumma
Building Official
FROM: Gary L. McComas
Fire Marshal
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 investigated. It is now apparent. that there is
no practical solution.
::2-
GLM: be
PROJECT etTlj. .............. PROJ.
CONTRACTOR ....................................... DATE ............ 1! ................
WORKERS ON SITE .................................................
............................ f-. -r
FTP-F'm 'FILE ........................................
a t I
EQUIPMENTON SITE .......................................................................
................................................................
PLf
WEATHER ..... 0— ......... o .......... TEMPERATURE .4�:5 ...................................
12f
DAILY ACTIVITY (A.M./P.M.)�.1159 .... !'Do ................................................
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................... .............. ....... ...........................
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COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ..... ..........................................
........................................................................................
................. .........................................................................
................ ................................................................ ..........
FOLLOW-UP TEST-ING ......................................................................
.................. ............
CITY REPRESENTATIVE ... DATE/TIME.
......... ............ ...........
PROJLO'G/TXTFORMS
0
0
V
.PROJECT .......... PROJ. # .....................................
CONTRACTOR ............................ ; .............. DATE. 1.q ................
WORKERS ON SITE.� ..........................................................................
EQUIPMENT ON SITE ............................................ .............................
................ ..............................................................
WEATHER .................. TEMPERATURE A4. n6z, ...........................
.DAILY ACTIVITY (!A.M./P.M.) .............................. oo ....... ........................
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OA. A ............... ......................
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COMMENTS (CONVERSATIONS, FIELD PROBLEMS). .................................................
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........................................................................................
FOLLOW-UP TESTING .........................................................................
........... ....... .................................. ........
CITY REPRESENTAflIVE A ........................... DATE/TIME.
PROJLO I G/TXTFORMS
0 0
P R 0 1 E C T .............. PROJ. # .......................................
CONTRACTOR ............. ............... ............. DATE..)��.�� .7p .................
WORKERSON SITE ................... I ...... ; .................................................
EPUIPMENT ON SITE .......................................................... I .............
..........................................................................................
WEATHER A�(-V� ................. TEMPERATURE ..............................
,DAILY ACTIVITY (A.M./P.M.)
......................................................
AK. . . . . . . . . . . . . .
...................................................
X/ ..............
o o o ... . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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COMMENTS (CONVERSATIONS, FIELD PROgLEMS) .............. .................................
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FOLLOW-UP TESTING ...................... ................. ...............................
.......... . ............ .............................................
DATE/TI
... ...................... ME.
CITY REPRESENTATIVE
PROJL
0 0
PROJECT AetS .............. PROJ. # .....................................
CONTRACTOR 7,.AJJ�7?—� ........................ o ....... DATE. ...................
WORKERS ON SITE ................................. o ............. o ..........................
EQUIPMENT ON SITE ........................................................................
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WEATHER CLQJ9�( .................... TEMPERATURE .9P ......................................
1&0- 1410
DAILY ACTIVITY (A.M./P.M.) ........................................................
PIPE,
. ...............
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.......... . 15, ....................................................
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....................................
COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................
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FOLLOW-UP TESTING .... ...................................................................
.............. ... . ....................................................
C TY REP .................. DATE/TIME./��O?�.
I RESENTATIVE ..............
PROJLOG/TXTFORMS1'
0. 0
P R 0 J E C T t4 ............... PROJ. # .....................................
CONTRACTOR .......................... .................. DATE.14. ..................
W-ORKERS ON SITE ..........................................................................
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EQUIPMENTON SITE .......................................................................
................ .........................................................................
W EATH E R 4qq ............ TEMPERATURE 4.5-!�v ..................................
...................................
PAILY ACTIVITY (A.M./P.M.) ...............
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................ ..........................................................................
COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................... ..............
....................................................
FOLLOW—UP TESTING ................................................................ I .......
....................... ...... ......................................................
CITY"REPRESENTATIVE ........... DATE/TIME. ...................
.PROJLOG/TXTFORMS
PROJECT........ ........... .............. PROJ. # .....................................
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CONTRACTOR LJ ............................. DATER!
WORKERS ON SITE .........................................................................
EQUIPMENT ON SITE ......... ..............................................................
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WEATHER .................... TEMPERATURE ..................................
DAILY ACTIVITY (,AX/P.M.) .4.10 .......................................................
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COMMENTS (CONVERSATIONS, FIELD PROBLEMS) .................................................
FOLLOW-UP TESTING ........................................................................
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'CITY RE , PRESENTATIVE ............. . DATE/TIME. ...........
PROJLOG/TXTFORMS�
P R 0 J E C T t Vq . fMZK kFr.S ................. PROJ. # ......................................
CONTRACTOR........................................... DATE.] ....................
WORKERS ON SITE.� ........................................ ................................
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EQUIPMENT -ON SITE ..........................................................................
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WEATHER ................... TEMPERATURE .................................
DAILY ACTIVITY (A.M./P.M.) sow. top,:-m -1441� .................................
..... ... . A ..... . ...................................................
I A, ...........
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COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ..................... .............................
FOLLOW-UP TESTING ................................. .......................................
........................ . ....... .........................
........... DATE/ T I ME../.
CITY REPRESENTATIVE
PROJLOG/TXTFORMS
0 0
PROJECT .................. PROJ. # ......................................
CONTRACTOR ................... I ....................... DATE.9 ..................
WORKERS ON SITE ..........................................................................
EPUIPMENT ON SIT.E...*o ..............................................................
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WEATHER .................. TEMPERATURE ........................................
DAILY ACTIVITY (A.M./P.M.) ........................... .........................
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P6 JL4 P 5T
941�0 � p, .
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COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ..................................... ..............
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FOLLOW—UP TESTING ................... ............................. o ....................
. . . . . . . . . . . . . . . . I I I I o o I o I I I I o 6 o I I I I 1 1-1 o . o
DATE/TIM. ..............
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PROJLOG/TXTFORMSi
0 0
..................... PROJ. # ..............................
PROJECT
....................................
CONTRACTOR DATE . ...........................
WORKERS ON SITE .........................................................................
EQUIPMENT ON SITE ........................................................................
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WEATHER .................. TEMPERATURE ........................................
DAILY ACTIVITY (A.M./P.M.) MA5 ................................................
D&?.....................
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COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................
I
.......... I ........................................................................
FOLLOW-UP TESTING ..............................................................
..........................................................................................
CITY REPRESENTATIVE ................................... �DATE/TIME .................
PROJLOG/TXTFORM�--
0 0
PROJECT PROJ. # ......................................
...........................
CONTRACTOR ................................ DATE. .1. oc-' c.0 ..............
WORKERS ON SITE ................. d ........................................................
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EQUIPMENT ON SITE .......................................................................
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WEATHER ........................... TEMPERATURE ........................................
,DAILY ACTIVITY (A.M./P.M.) .............................................................
WNS
............................
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PROJLOG/TXTFORMS
0 0
PROJECT . `�l T— .............. PROJ. # .....................................
CONTRACTOR .............................. DATE . . C ...............
WORKERS ON SITE ..........................................................................
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E,QUIPMENT ON SITE .......................................................................
WEATHER ............................ TEMPERATURE ........................................
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WORKERS�ON S"ITE ...................................................................
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COMMENTS (CONVERSATIONS,'FIELD PROBLEMS) ................................................
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CITY OF EDMONDS
250 5th AVE. N. - EDMONDS, WASHINGTON 98020 - (206) 771-3202
COMMUNITY SERVICES
OTREET FILE
March 25, 1986
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
Mr. Jerald C. Hall
4437 Lake Washington Blvd., #102
Kirkland, WA 98033
Dear Mr. Hall:
SUBJECT: 430-3RD AVE. S. - ACCT. #102-11100
1 received your letter dated March 18, 1986 requesting 'the balance
of your water bill be waived. I must inform you that I cannot allow
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
BRENA DT MARCH DT
PUBLIC WORKS PLANNING PARKS AND RECREATION ENGINEERING
11
E
4437 Lake Washington Blvd., #102
Kirkland, WA 98033
March 18, 1986
Edmonds Water Dept.
Edmonds, WA 98020
Gentlemen:
Enclosed is my check in the amount of $100 to apply to
account 102-11100. 1 am the owner of the house, but
it is rented. Apparently around Christmas time a fittle-
used downstairs toilet was left running. The problem
was not detected and corrected until you notified the
tenants in February of an apparent leak, 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.
Very truly yours,
J I dZC�. �H a 1�1
jch/nah
REcEI)4EQ
0 1986
PUBLIC WOOS
CITY OF EDMONDS-UTILITY BILLING
ACCOUNT NUMBER 0
100-09350 102- 1 loo
SERVICE ADDRESS �
430 3Rf) AV S
MA G
.NAD
A I D
LR
L
M
E I E
NS
S
G r S
TELEPHONE
METERSIZEO 3/4 NO. OF
UNITS 0
SEWERCHARGEO 14.91
WATER BASE 0
CONNECTED
YES
SUPPLIER 0 S
CODING A W
U RAE DTOS 14
METER NO. 1' 2994
LOCATION
r
DATE
READ
CONS.
NOTE
DATE
READJ
CONIS.
NOTE
eo
eo
W-3:
1%
6 Zly
1/3 0
j�
ly
12
8
35-8-
I
-CIT Y OF EDMONDS Permit No.
COMMUNITY.. SERVICES DEPARTMENT "'T"-E-E-T FILEIssueDate
RIGHT-OF-WAY CONSTRUCTION PERMIT
A. Owner: 2C -d- -S, A P/
A/ B. 0 Contractor:
N!pS /Name
, 2_ /S, , �\ , �( 7
M�aling Addres ailing
,#dd S,
a
1-r r-T L-k-) w q,<0 L4
City StAt� Zip tity State zi'P'
6 CA 4f C
State License Number Telephone� Number
C. 9 Address or Vicinity of Construction: 44 V
Type of Work *to be Done: 12 �-x
D. 0 Work in Con I nection With: El Sub or Plat 0 Single Family E1,City Projects.,'.
El Commercial Xr Multifamily 0 Utility
E. 0 Pavement Cut: Y El N F. 0 Size of Cut: X
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 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.issdance 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.
• St ' reet 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:
Signature:
Ov�ner or Contractor
This Permit Must be Posted at the Job Site For Inspection Purposes
Call DIAL -A -DIG Prior to Beginning Work
APPROVED BY: J. PERMIT FEE:
Z Time Authorized: Void after -days. Restoration Fee:
0
Special Conditions: &4etry ed Receipt No.:
Fund 111 Fee:
Street Cut Dimensions: 2— s /X/7
U RELEASED BY: Date INSPECTED BY Date
0
NO WORK TO BEGIN PRIOR TO PERMIT.'ISSUANCE
I. Eng. Div. March 1989
FIELD INSPECTION No (Fuqn?l I I - Route copy to Street Dept.)'
Comments: 9-17 - 9 (D
LAP TtD f VZ*6*?—
Diagram:
CONTRACTOR CALLED FOR INSPECTION
E) YES
Partial Work Inspection by P. W.:.
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
0 NO
Eng. Div. July 1985
CITY OF EDMONDS
N �EW
ADD ITION
RET, IREMENT
ASSET INFORMATION SHEET
ASSET NO.
ADDITION TO ASSET NO.
oo (00 3(3 lo
DESCRIPTION
ck.
SERIAL NO.
LOCATION
DEPT. NO.
PURCHASE ORDER NO.
PURCHASE ORDER DATE
COST
PROJECT NUMBER s o
PROJECT COMPLETION DATE
COST
B.A.R.S. ACCOUNT,NO. X071
ESTI MATED'LIFE
INITIATED BY DATE APPROVED BY
"SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST
*SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT
ACCOUNTING ONLY
.E� /EPRECIATE
MONTHLY DEPRECIATION AMOUNT
ANNUAL DEPRECIATION AMOUNT
G.L. ENTRY
REFERENCE DATE
tnp INITIAL
DEPARTMENT FILE
VERIFIED BY
PROCESSED
BATCH NO.-
CITY OF EDMONDS.
C2/NEW
ADDITION
RETIREMENT
ASSET INFORMATION SHEET
ASSET NO.
ADDITION TO ASSET NO.
'53_000(0()�L_ 01-30- C/ o
DESCRIPTION
SERIAL NO.
FATION
1� TK\
DEPT. NO.-
PURCHASE ORDER NO�.
PURCHASE ORDER DATE
COST
B.A.R.S. ACCOUNT NO.
.ESTIMATED LIFE Ics
INITIATED BY
DATE
*PROJECTNUMBER
PROJECT COMPLETION DATE
COST _�LIQ-Y(o
APPROVED BY
"SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT -REOUEST
*SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT
ACCOUNTING ONLY
M/DEPRECIATE
MONTHLY DEPRECIATION AMOUNT
ANNUAL DEPRECIATION AMOUNT
G.L.'ENTRY
REFERENCE DATE
kyp) INITIAL
DEPARTMENT FILE
VERIFIED BY
PROCESSED
BATCH NO.-
CITY OF EDMONDS
NE
ADDITION
RETIREMENT
ASSET INFORMATION SHEET
ASSET NO. Z
ADDITION TO ASSET NO.
15Z00(o0)-- ct-30-clD
DESCRIPTION
SERIAL NO.
LOCATION
cI
DEPT. NO.
PURCHASE ORDER NO.
PURCHASE -ORDER DATE
COST
PROJECT NUABER
PROJECT COMPLETION DATE
COST 4/01
B.A.R.S. ACCOUNT NO. 000 (o 3
ESTIMATED LIFE 15)
INITIATED BY
DATE
APPROVED BY
"SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST
*SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT
ACCOUNTING ONLY
a/DEPRECIATE
MONTHLY DEPRECIATION AMOUNT
ANNUAL DEPRECIATION AMOUNT
G.L., ENTRY
REFERENCE
DATE
VERIFIED BY
PROCESSED
BATCH NO. -
w,p) . ANITIAL
DEPARTMENT FILE
eo�
000
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-0220 - FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
8 c) 1�) Public Works o Planning a Parks and Recreation o Engineering
June 15, 1992 STREET 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 an questions regarding this matter, please call Utility
y
Billing after you receive your billing statement at 771-0241 or Water
Maintenance, 771-0235, extension 349 or 347.
Sincerely,
Q. -, � 4, �/'o
Ron Holland
Water/Sewer Supervisor
RH/l k
FOLLOWUP/TXTWATER
0 Incorporated August 11, 1890 0
'3-7 .4, '6 z
ONDS,
�.CONSTRUCTION PERMIT APPLICATION
OWN'IE-R NAME/NAME OF BUSINESS
BJORN THUESEN, INC.
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MAILING ADDRESS
22 Main St. STRE
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3
CITY
LEPHONE NUMBER
Edmonds
7 775-1953
NAME
D.. A. Hermand Co.
ADDRESS
111416-Slater Ave. N.E.
t�
CITY .[TEL7EFHONE
NUMBER
Kirkland
82 —2763/774-1953
NAME
BJORN TIRTETEN, INC.
cc
ADDRESS
0
322 Main St.
cc
CITY
TELEPHONE NUMBER
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0
Edmond
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775-1953
STATE LICENSE NUMBER
BJORNI*225BZ
Legal Description of Property - include all easements
CITY OF EDM
U0. MIT
ZONE N �31EA 3 0 f)/J 10 7
JOB
ADDRESS 3rd Avenue South
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1� LEGAL DESCR CHECK
SUBD NO.
LID NO,
C RIGHT OF WAY PER OFFICIAL STREET MAP.
TESCP
APPROVED BY
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EXISTING 1� 11 REQUIRED DEDICATION
PROPOSED —
RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED
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STREET USE PERMIT REQUIRED
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SEE ENGINEERING MEMO DATED REiVIEWrBY
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REMARKS,�
METER JIZE
BUILDING SUPP SIZE
FIXTURE UNITS
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COMPLETE EXEMPT
AjDB NO
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VARIANCE OR CU -rNING
REVIEW BY
DATE
SETBACKS —FEE
FRONT IDE REAR
HEIGHT,
LOT COVERAGE
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TYPE OF CONSTRUCTION
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CODE
HEIGHT
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SPECIAL INSPECTOR
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OCCUPANCY
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OCCUPANT
LOAD
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REMARKS
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_PLAN CHECK FEE
3160
BUILDING
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1<140
PLUMBING
MECHANICAL
GRADINGWILL
SURCHARGE
bSTATE
0,S7
ENERGY CODE
PLAN CHECK DEPOSIT
1 ---
TOTAL AMOUNT DUE
ATTENTION
APPLICATION APPROVAL
THIS PERMIT
I
AUTHOR 'Z ES
This application is not a permit until
ONLY THE
signed by the Building Official or his
WORK NOTED
Deputy; and fees areyad, and receii t is
I NSPECTION
acknowl dged In spac, irovided.
:�
DEPARTMENT
/I
CITY OF
4 N;ATURE bATEZ
EDMONDS
::11 AVK�
771-3202 114 de RL Y:
A It- rfz N KO N
1 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
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
7
"0TY`0Ff,E?0 NDS
USE PERMIT
ZONE NUMBER !9 D04PI
CONSTRUCTION PERMIT APPLICATION
jOB
OWNER NAME/NAME OF BUSINESS
ADDRESS
4301- 3rd Ave. South
BJORN TRUESEN, INC.
LEGAL DESCR CHECK
DIVISION NO.
LID NO,
cc
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MAILING ADDRESS
271IN
r ___7_
.0
322 Main St.
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
TESCP
CITY
TELEPHONE NUMBER
APPROVED BY
Edmonds
775-1953
EXISTING 140 REQUIRED DEDICATION
PROPOSED
NAME
D. A. HERMANS CO.
RIGHT OF WAY CONSTRUCTION PERMIT REQUIREr)V
W
ADDRESS
STREET USE PERMIT REQUIRED
W
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11416 Slater Ave. N.E.
R VIEW BY
SEE ENGINEERING MEMO DATED
Z
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cc
CITY
TELEPHONE NUMBER
Kirkland
1827-2763/775-1953
REMARKS
NAME
BJORN TRUESEN, INC.
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ADDRESS
A.- /A,-)) A Z
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322 Main St.
METE?
BUILDING SYPPLY SIZE
FIXTURE UNITS
CITY J=TELEPHONE
NUMBER
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Edmonds 1775-1953
REMARKS
STATE LICENSE NUMBER
BJORNI*225BZ
SIGN AREA
ENV. REVIEW
D B N64a
Legal Description of P roperty - include all easements
ALLOWED
PROPOSED
COMPLETE
EXEMPT
GA
(show below or attach two cc pies)
SHORELINE #
Z
The easterly 400 ft nor
of th half of the northwest
-9:
quarter of the northeast quarter of the northeast
ir
L)
W
(Tua ter of Section 26, TotTrishiv 27 North. Ran2e 3
VARIA CE OR CU
Eu- 6�- ?,I
PLANNING REVIEW BY
o
East, W.M.; E)= the 190 feet; Eff,=
north and,
Uj
roads.
SETBACKS - FEET
FRONT SIDE ICI REAR
HEIGHT
LOT COVEF��GE
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X R C C-T
262703-1-010-0002
REMARKS
� Ipr �r-C�
Fx_1 NEW
RESIDENTIAL
0
PLUMBING
A
FADD/ALTER
El COMMERCIAL
MECHANICAL
APT. BLDG.
REPAIR
SIGN
EXCAVATE FENCE
DEMOLISH OR FILL I— x
CHECKED-H Y-6ce
956i
TYPE OF CONSTRUCTION ICOD
I AhQ
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<3
HEIGHT
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_FT)
1 0
_y_ N
CARPORT swim
REMODEL GARAGE POOL
SPECIAL INSPECTOR
AREA
OCCUPANCY
OCCUPANT
WOODSTOVE/
REQUIRED �
0 YES C Nn
GROUP
LOAD
F__j RETAININGWALL/
F INSERT RENEWAL
-
-R"E-M
ROCKERY
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PROGRESS INSPECTIONS PER UBC 305
;E
cc
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LU
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114A) rRIECk- c2o\z
NUMBER OF STORIES NUMBEROF
AFA M94
co
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2
DWELLIN�
Bldg. C) 7
10
UNITS_
&,'07
-
NATURE OF WORK TO BE DONE (ATTACH PLOT PLAN)
M E IYEMb A Le D! /?-A /89
M'.-IlEiple RM 2406
PLAN CHECK FEE
BUILDING
Li J—/-
7.� C?
/700
PLUMBING
Kf
"/7
&c-T41C17_q, 6:)WA�f eq#270/37
MECHANICAL
AERM)r
This PeTmit covers work to be done on private property ONLY.
GRADING/FILL
Any construclipUkin the publiQ domain (curbs, sidewplks,
dri, wgYs�i-r�g�&60es,-etc.fv)iltlfequiruep-irate�pbrmission.
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
successors in interest, agrees to indemnify, defend and hold
w
harmless the City of Edmonds, Washington, its officials,
2
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 shall not be deemed to
PLAN CHECK DEPOSIT
I/V71
permit
0
modify, waive. or reduce any requirement of any city ordinance
nor I . imit in any way the City's ability to enforce any ordinance
TOTA L AMOUNT DUE
provision."
271 '? 3 —1
I hereby acknowledge that I have read this application; that the
information given is correct; and that I am the owner, or the duly
ATTENTION
APPLICATION APPROVAL
authorized agent of the owner. I agree to comply with city and
state laws reTI t* n onstruction; and In doing the work authoriz-
a I gC
THIS PERMIT
AUTHORIZES
This application is not a permit until
eb,
ed ther y _ person will be employed In violation of the Labor
ONLY THE
signed by the Building Official or his
Code of t State of Washington relating to Workmen's Compensa-
WORK NOTED
Deputy; and fees are paid, and receipt is
-tiQn. InSAIce.
INSPECTION
acknowledged in space provided.
IGNA R ENT)
DATE SIGNED
DEPARTMENT
i4ant
9/27/89
CITY OF
OFFI�*051,ldyeNATURE ATE
1Z
EDMONDS
APYWION
771-3202
RELE*D SY- DATE
I
IT UNLAWFUL TO USE OR OCCUPY A BUILDING 0 R STRUCTURE
/,<-- _�F/,
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
Ew
CITY OF EDMONDS
USE "il
I I PERMIT
ZONEt NUMBER
CONSTRUCTION PERMIT APPLICATION
joB
ADDRESS
Aow--- 3rd,Ave. SO.
OWNER NAME/NAME OF BUSINESS
BJORN THUESEN,. INC.
LEGAL DESCRIPTI1P7EqEE_K7SION
NO.
LID NO.
Z
30
MAILING ADDRESS
322 Main St.
CITY TELEPHONE NUMBER
PUBLIC RIGHT F WAY PER OFFICIAL STREET MAP.
�, 0
TESCP
APPROVED BY
lEdmonds
775-1953
EXISTING - - i V REQUIRED DEDICATION
PROPOSED
NAME
D. A. Hermans Co.
RIGHT OF WAY CONSTRUCTION PERMIT REQUIRE
Z
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UUJ
ADDRESS
STREET USE PERMIT REQUIRED:'
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11416 Slater Ave. N.E.
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REVWW
SEE ENGINEERING MEMO DAT BY
ED/
cr
CITY
TELEPHONE NUMBER
Kirkland
827-2763/775-1953
REMARK
S//
NAME 7%
BJORN TITUESEN, INC. T R E
It
ADDRESS
r,
ZrlOk KL-_j2,,0
322 Main St.
MEIER IZE
BUILDING SUPPLY SIZE FIXTURE
UNITS
cc
CITY _T77ELEPHOI�E
NUMBER
21
C:
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0-
Edmonds'
775-195"
RqMAR
U
STATE LICENSE NUMBER
AF Q
BJORNI*225BZ
SIGN AREA
ENV. REVIEW
ADB No
r�
Legal Description of Property - include all easements
PROPOSED
COMPLETE
EXEMPT
(C(C - t12�111
Z
2
Ithow below or attach two copies)
easterlv 400 f t. of north half of thp northweqt-
i
SHORELINE #
quarter of the northeast quarter of the nortbeast
of Section 26, Township 27 North, Ranp-p-
VARIANCEOR.,CU
PLANNING REVIEW BY
DATE
_quarter
East, W.M.; EXCEPT the north 190 feet; and, EXCEPT
_j
W
roads.
SETBACKS -�FEET
toll I
11
HEIGHT
LOT COVERAGE
Z
FRONT SIDE RE
yc>
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262703-1-010-0002
REMARKS
�4
CL
DNEW
FRI RESIDENTIAL
PLUMBING
�, Ll CC> ;r�,\j 1 -7 C,, (
ADD/ALTER
1:1 COMMERCIAL
MECHANICAL
A
REPAIR
APT. BLDG.
SIGN
A P &A) D A2 3 5 0 K7eh 4/97/%
1-
EXCAVATE FENCE
D
CHECKE
OF CONSTRUCTION CODE
HEIG�,H
DEMOLISH OR FILL x _FT)
�.TYPE
V- HF,_
So
CARPORT swim
REMODEL El GARAGE POOL
EA
OCCUPANCY
OCCUPANT
ElWOOD STOVE/ r7 RETAINING WALL/
PEQUIRED.
4_3 YES-,-..,' 0 No
GROUP
LOAD
INSERT ROCKERY RENEWAL
RE A tRKS
�/Jqw C/V k 2c)
PR FSS INSPECTIONS PER UBC 305
Z
W
W
C 7,"
NUMBER OF STORIES.. NUMBER OF
D
2
DWELLING
1UNITS (Bldg. D) 12
0
NATURE OF WORK TO BE DONE (ArTACH PLOT PLAN)
&,erMLbgiT&w lay/dR9
Multiple RM 2400
-IN
.
uTT-Ai:u=
VALUATION
FEE
PLAN CHEU FEE
!4c, A A
T
I
BUILDING 4LIoi-4m'
- -_
- i -1i
U1N1rA07_
PVUM bit
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, <46.40M
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V7112 WJ3 7
MECHANICAL
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1
This Permit covers work to be done on private property ONLY.
GRADINGIFILL
Any constructiop on the public domain (curbs, sidewolks,
drivew . ays, marq . yees, etc.) will require separate permission.
STATE SURCIQ
Permit Application: 180 Days
Permit Limit: 1 Year - Provided Work is Started Within 180 Days
ENERGY CODE =A
"Applicant, on behalf of his or her spouse, heirs, assigns and
w
successors in interest, agrees to indemnify, defend and hold
harmless the City of Edmonds, Washington, its officials,
Z4 - It'
m
employees, and agents from any and all claims for damages of
<
whatever nature, arising directly or Indirectly from the issuance
of this pe mit. Issuance of. this permit shall not be deemed to
PLAN CHECK DEP2!�
\&_/A4T
iiv7q
0
-
0
modify,,walve or reduce any requirement of any city ordinance
T
nor limit in any way the City's ability to enforce any ordinance
TOTAL AMOUNi-PQ"
provision."
I hereby acknowledge that I have read this application; that the
'APR_GVAL
information given is correct; and that I am the owner, or the duly
k)�TE N TtgN\
A10PP-10AT16N
authorized agent of the owner. I agree to comply with city and
THIS PERMIT
state laws regulating construction; and In doing the work authoriz-
ed thereby, be in
AUTMOWE$,�,,
\,'.1hoapp,�8aAn is no"rmit until
by the Building
no persoinyv�l employed violation of the Labor
ONLY-JHE
signed Official or his
Code of tA State of Ashington relating to Workmen's Compensa-
WORK NOTED
Deputy; an.1 fees are p_aw\a4 receipt is
wInce.
1��PECTIO*
aAndwfddOed in Oace provided.
SIGNATO 0 T!��`AGENT)
DATE SIGNED
DEPARTMENT
esident
9/27/89
C1 I
TY OF
A
7W
ED MONDS
-
ENTION
S. A
.3
I�Y )ATT7�
WeLE D: B`Y
I T IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
7.�
XZZ� - /
E
I
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ORIGINAL — File YELLOW — Insp I
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
CHAPTER 3.
PINK — Owner GOLD — Assessor
102-87
7.
CITY OF EDM
CONSTRUCTION PEgj
OWNER NAME/NAME OF BUSINESS
BJORN THUESEN, INC.
MAILING ADDRESS
Z
6 -322 Main Street
Edmonds
NAME
D. A. Ifermans Go.
ADDRESS
11.416 Slater Ave. N.E.
CITY
Kirkland
NAME
BJORN THUESEN, INC.
IPLICATION
LEPHONE NUMB
775-1953
ELEPHONE NUMBER
827-2763/775-195
322 Main Street
a: CITY 7TTFLEPHONE NUMBER
Edmo.nds
0 775-1953
U
STATE LICENSE NUMBER
BJORNI*225BZ
Legal Description of Property - include all easements
(show below or, attach two copies)
Z 1
The gag2ter y' 400 ft. of north hgilf of t-hp rinri-hups
(L
5; quarter of the northeast quarter of the northeast
quarter of 9t-ri-ion 2115, Township 97 North Range 3—
Fast, W.M.; OCCEPr the north 1§0 feet; ard, WEPT
roads.
LU 71
+Cc T 262703-1-010-0002
ff] NEW RESIDENTIAL El PLUMBING
E� ADD/ALTER COMMERCIAL MECHANICAL
ElREPAIR APT. BLDG. SIGN
EXCAVATE FENCE
E] DEMOLISH OR FILL (—x—F
CARPORT swim
REMODEL -GARAGE POOL
WOOD STOVE/ r7 RETAINING WALL/ C-
INSERT I —I ROCKERY RENEWAV:)
RE 01
L)
Y) NUMBER OF STORIES NUMBER OF
2 UNIT BIdA.A)22
NATURE OF WORK TO BE DONE (ATTACH PLOT PLAN)
Multiple RM 2400
USE 'W*VRMIT
ZONE NUMBER
JOB
ADDRESS 430 3rd Avenue South #A
-EGAL DESCRIPT I CHECK SUBDIVISION NO. LID NO,
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCP
EXISTING (0,,!9 REQUIRED DEDICATION APPROVED BY
PROPOSEE�::
RIGHT OF WAY CONSTRUCTION PERMIT REOUIREDf
STREET USE PERMIT REQUIRED,
SEE ENGINEERING MEMO DAT
"E" BY
REMAFIKSg Ah"
METER SIZ
V it IBUILDING SUPPLY SIZE
211
I
cc
z
a
Z
W
Ir
LLI
SIGN AREA
ALLOWED PROPOSED
ENV. REVIEW
COMPLETE EXEMPT
ADS NO
t
SHORELINE #
VARIANCE OR CU
PLANNING REVIEW BY
SETBACKS — FEET
"ET—
HEIGHT,
LOT COVERA91E Z
FRONT SIDE
REAR
REMARKS
A, L- '�;O - V C - -7
I — / , _ - tO, ^� ,
TYP A
ONSTRUCTION CODE
Lj 0
I ---- I GR-O-UP-NIT JOCCUPANT
.REQVIRDO C NO LOAD
EMARKS
PROGRESS INSPECTIONS PER UBC 305 Z
5
PLAN C H ECK FEE,
BUIILDING
PLUMBING,'—
N
#-SMir7W 6WA&C 671/27P/37
MECHANICAL
This Permit covers work to be done on private property ONLY.
GRA155INGIFILL
Any construction on the public domain (curbs, sidewalks,
STATE'SURCRARGE
driveways, marquees, etc.) will require separate permission.
Permit Application: 180 Days
Permit Limit: 1 )�ear - Provided WorK is Started Within 180 Days
ENERGYCODE
:.I!-71APptrca-4, al'f-bf hisNr her spouse, heirs, assigns and
S
,-49-r,essors injnte,�eSt,..agreeNt% indemnify, defend and hold
'hdtnqless flAeNCity—of-��E-dm6n
$n s, Washington its officials,
E employees, and agents from any and all claims ior damages of
r
z 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 requirementof any city ordinance
nor I - imit In any way the City's ability to enforce'any ordinance
TOTAL AMOUNT DUE
vyMon."
-pr,
I hereby acknowledge that 11have read this application; that the
.information given is correct; and that I am the owner, or the:duly
ATTENTION
authorized agent of the owner. I agree to comply with city and
state law I s regula Ing construction; and In doing the work authoriz-
THIS PERMIT
AUTHORIZES
ed thereby, no 'Irson will be employed in violation of the Labor
ONLY THE
Code of t�he eof Washington relating to Workmen's Co.mpensa-
WORK NOTED
r
INSPECTION
DEPARTMENT
SIGNATUIA� T)
DATE SIGNED
ide n t
9/27/89
OF
".11 - - EDMONDS
NT 10 N 771-3202
IT IS UNLA�VFUL TO USE OR OCCUPY kBUILDIN6 OR STRUCTURE
UNTIL A;,-hNAL INSPECTION HAS BEEN,"MADE AND APPROVAL OR
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
CHAPTER 3.
102-87
600 #VN/
,7.7^1) 50 1
APPLICATION APPROVAL
This application is not a pe�mlt until
signed by Ahe Building Official or his
Deputy; and fees are paid, and receipt is
acknowledged in space provided.
0 L�'If IGNATUP12/E DAT,�,
RELE S BY. DATE
ORIGINAL — File YELLOW — Inspector
PINK — Owner GOLD — Assessor
E
(--IT,-,, np Fni�f,,ONDQ
B j '�LD I N G-I D 'E,";:,, h ivi L-i'41 A P
WORK
A jj!-.� i-�
7--
CALL 2 BUSINESS
DAYS BEFORE
YOU DIG
1-800-424-6666
IE 1 -.1 -
"'c I, ; . � C NlN , .
E C�)NC / FIBEPGLASS oVEKLOW 51 Op.G[
ON OF SECTION 26, TOWNSHIP 27 NORTH, RANGE �3 EAST, W.M., SNOHOMISH COUNTY, WASHINGTON
1 9 LF CEDAR FENCE PER DETAIL
_j BOLLARD SEE DETAIL
I ___ e)
: 5907�—'-�
—Ex. 8'SS
----------
__--VALVE
VAULT
F
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IF 16 02 �m 0.� I ,F I
2-FM—
F A-,F.E I I
EX. ASPHALT
EX ASP.ALT
-0
EX CONDO 8'lJL'D'ING`
7 LS #5 SITE PLAN
SCALE: 1"=5'
EX. BLDG #432
5 2.5 0 5 10
..............
SCALLE IN FEET
2 —rAI V FrNrE PAII q IPPI`IRTI,;
(SIMPSON OR EQUAL), TYP.
0
TOP IAIL 1111TI 2x4 CEDAR TOP RAIL----\
AT POST . T, 2x4 CEDAR RAILS (2)
(TYP.)
FINISHED
,,-PT F-ENCE POSTS. SIDE
MAX SPACING = 6'-O'OC
-12" 0 CONC SONOTUBE FIG
2.500 PSI)
MI =%IA'rlr%kl
AT CONC
qsw- CPA--E
2" CLR
9.
2- CLR (TYP
SECTION
NOTES,
I FACE FINISH SIDE TOWARD ADJACENT RESIDENCE
2 SEAL ALL WOOD WITH TWO COATS CEDAR TONE PRESERVATIVE
3 FASTEN FENCE MATERIALS WITH COATED DECK SCREWS
1 '\ DETAIL - WOOD FENCE
i--) NOT TO SCALE
— ROUNDED CONCRETE CAP
— 4" GALVANIZED IRON PIPE
To BE FILLED WI TH CONCRETE
AFTER INSTALLATION AND
PAINTED SAFETY YELLOW
NOTE,
DAM MODEL BOS-4X-66RY WITH J-HOOK CAP (OR APPROVED
EOUAQ MAY BE SUBSTITUTE:D FOR BOLLARD FABRICATED ON
SITE. SUBMIT PRODUCT DATA SHEET FOR REVIEW.
'2-'�\ DETAIL - FIXED BOLLARD
NOT TO SCALE
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RECEIVED
JUN 2 9 2012
DEVELOPMENT SERVICE,
COUNTER
C.
H. —E I"=5'
I �E N/A
40 t'
SHEET
L85-F
,'-MT.
OF SHEETS
ESIGA-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
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W
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+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
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MAKf::�
5C,H-EMATIC LE6EWP
rc2m-r xr-m F?l
PP-1 LJOWt2 CA
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4 1 a x 4 1 5 X3'6" VAULT WITH
41 0 X 4'6 X L- I P e,
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1510
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7 uNrrl�-
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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
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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
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--SUNSET UEAV
17
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TI I .. $4
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Pr, I list"!
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4
VICINITY MAP
118442
1�
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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.
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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