434 3RD AVE S.PDFIIIIIIIIIIII
4982
434 3RD AVE S
ADDRESS: L4�9 ��,
,TAXACCOUN4ARCE'L#:
BUILDING PERMIT (NEW STRUCTURE) #:
COVENANTS (RECORDED) FOR:
CRITICAL AREAS #: DETERMINATION: [I Conditional Waiver
E] Study Required E] Waiver
CRITICAL AREAS #: DETERMINATION: Conditional Waiver
E] Study Required El Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORD FOR:
PERMITS (OTHER — list permit #'s):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
LID #:
SHORT PLAT FILE:
LOT: —FBLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S)
GEOTECH REPORT DATED: L
STREET USE/ENCROACHMENT PER�lf #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
L:\TEMP\DST's\Forms\Jana's Street File Checklist 5-14-08.doc
APPLICATION
EET FILE for
The City of Eclmoncl� SIDE SEWER PERMT EASEMENT No . ......................... .................
NEW CONSTRUCTION 0 REPAIRS 0
too- 01360
OWNER..... HLI-It-3 ---- &-HaSAM . ...................................... --------------- CONTRACTOR .................................................................................................. PERMIT No . ......................
ADDRESS .43-0 ... ard.-Ave...s. .......................................... LEGAL DESCRIPTION: LOT No . ............................................... BLOCK No . .............................................
NAMEOF ADDITION . ........................... . ...........................................................................................................
0
lq7a
Dy TaSfa.d 0/) S q-wer (&P*irs)
Approved:
DATE................................................. By ...................................... I ..............................
CITY OF EDMONDS
t90 19" T D C
Address of Construction:
Property Legal Description (include all easements):
iiiiiiiiiiiiiii IMF I
WMPW� W-
e .1,
S I'D E' ;S E E R M I T
0
RECEIVED
EDMONDS I SEP, 2 0 ISSU
TREATMENT PLANT
PUBLIC WORKS
Owner and/or Contract r: y .-,- C, x2 �;l
State License No J2 R—O.LAJ 17 1 &�4 Building Permit No. !?zo,6> 4z
13 Single Family
Multi -Family (No. of Units
0 Commercial
0 Public
Invasion into City Right-of-Way:p No El Yes
RW Construction Permit No.
Cross other Private Property-.,Z No 13 Yes
Attach legal description and copy of recorded easement
Tcertify that I have read and. shall 'co—mply 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: 30 Issued By
Trunk Charge: 17-5 Date Issued:
Assessment Fee: Receipt No.: 3 L954
Lid No.:— Es-f_ /0!3
Partial Inspection: Date I nitial
Comments.
Reason Rejected: Date —initial
Final Inspection Approved: Date7—(--. initial r—*
PERMIT MUSTBE POSTED ON JOB SITE
White Copy: File -,,qreeTi'Copy: Inspector Buff Copy: Applicant
Rev,sed 3!90
Side Sewer Drawing
The, City of Edmonds EASEMENT NO. .- .................. ---------------------
NEW CONSTRUCTION REPAIRS F-1 LID NO . .................. . ASMT. NO . ....... ........
OWNER------- ............................ a 0" ------------------------------------------------ CONTRACTOR .............................................................. ..................... PERMIT NOBZ�
JOB ADDRESS ------------- 14V ------------------- ............... LEGAL DESCRIPTION: LOT NO . .......................... ........... BLOCK NO . ........ ..........................
....................... ............. .......... EVVIONDS ........... .....
TREATMENT PLANT
NAMEOF ADDITION ................. ......................................... ........... ---------------------------- ..................
117
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107,
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PWW-0001 -11175 (REV. 11/78)
1+32-
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43 q-
Appro��d:
DATE ... ....... ---- By
............ .........
W
k !-V�
7EW
SIDE SEW-R.,-` -13MIT"..
CITY OF EDMONDS PE
0
P�RM'lt 825
STREET'FILE
Address of 'Construction:
Property Legal Description (Inclucleall.ibasempnts): _7
RECEIVED
EDMONDS
lK.tAIMEN11 PLAI�Ti
SEP 2 0 189U
PUBLIC WORKS
2
Owner and/or Contractor: Ve6 -e- -s_>
1Z iZ c, L-� z 2 Building Permit No.
State License No./9-
13 Single Family' Invasion. into City Right -of -Way: No. 11 Yes
E� Multi -Family. (No. of Units /2— RW Construction Permit No.
11 Commercial 'Cross other Private Property; Q,'No El Yes
11 Public Attach legal description and copy of recorded easement
I �_ertifj_that I''have read a-nd s'hall com'Ply with all city requirements
as -indicated on the back of the Permit Card)
7 OrC>
Date
CALL DIAL -A -DIG (1-800-424'-5555) BEFORE ANY EXCAVATION'
OFFICE USE ONLY
FOR INSPECTION CALL 771-3202, PUBLIC WORKS DEPT.
-Permit Feb: Issued By
Trunk Charge:— Dat e Issued: 9- 2,0 -qD
Assessment Fee:. Receipt No..: 13os7
Lid No.:—, Z-10 E_Sklol
Parlial Inspection: Date I nitial
Comment�
Reason Rejected: Date —Initial —
Final Inspection Approved: Date I niti6i
'PERMIT MVAT BE POSTED ON JOB SITE
White Copy: File Green Copy: Inspector Buff Copy: Applicant
Revised 3!90
Side Sewer Drawing
The, City of Edmonds
I
NEW CONSTRUCTION &�'
OWNER.......... .................................... ------------ .................
ri, \�D
JOB ADDRESS iL
---------------------------------
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IN
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EASEMENTNO . ................. — -----------------------
LID NO . .................. ASMT. NO . .......
CONTRACTOR----------- ---------------------------------- .......... --------------------- .... PERMIT NO. - . . ............
LEGAL DESCRIPTION: LOT NO . ................ ................... - BLOCK NO . ...................................
------------------------------------- ---------- EJDrAONDS --------
TREATMENT PLANT
NAMEOF ADDITION ....... .................. ---------------- ..................... ........................... .........
P;
37'
— 1 11 1
k
REPAIRS F�
L4 3 Z
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3o
43+
74,'— -----------
lilt e �-T�
4 YAL� 6�p J-.Pprove -------------
PWW-0001 -11/75 (REVA 1/78) DATE ... ....... .. ...... --- - --------
&
"SEWER �`A-RMIT.
CITY OF EDMONDS- SIDE
PERMIT 3 2 9
FILE
I I 1 1 91 S T L
Address of Construction: ef:
Property Legal Description (Include all easements):
V e- 1 6 C., I
R 'EIVED
F
TREA1 MENT PLANT RF-p a
Pj18L1_G WORKS
4,P
i
J
Owner and/or Contractor: J-2 *,- -Y C c-
State License No. R 9- o "4--, 471 GP Building Permit No.
13 Single Family
Multi -Family (No. of Units
Commercial
13 Public
11
Invasion into City Right -of -Way: Od No El Yes
RW Construction Permit No.
Cross other Private Property: No El Yes
Attach legal description and copy of recorded easement
I certify that I have read and -shall 6-0-mply.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 JZ.6
Trunk Charge:-2.00— Date Issued: 4��2,40 —�?O
Assessment Fee: Receipt No.:. /,306-7
I �47
Lid No.: Sg
Partial Inspection:
Comments
Reason Rejected:
Final Inspection Approved: Date2-1-11( Initial le4
Date Initial
Date —Initial
** PERMIT MUST BE PO
W�Ite,c.opyl. File Gre�;Gopy: Inspector
ED ON JOB SITE
Buff Copy: Applicant
Revised 3!90
Side Sewer Drawing
The City of Edmonds EASEMENT NO - --------------------------------------------
NEW CONSTRUCTION REPAIRS r-j LID NO . .................. . ASMT. NO . ...... ...........
7 MIT NO.
OWNER-------------------------------------------------------------------------- * --------------------- CONTRACTOR .......... .......... ........................................ : ..................... PER
fLo
Yu t- �,c . ...... ..... LEGAL DESCRIPTION: LOT NO . .................. ................. BLOCK NO . ..... .....................
JOB ADDRESS --------- ......... ....... I ...........................
.......... EDUONDS ........... ...
TREATMENT PLANT
NAMEOF ADDITION - ............. ....... ...............................................................................................
I
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PWW-0001 -11/75 (REV. 11/78) DATE ....... L-ACtil.... By",-�
*REET FILE'
Cl
TY,OF EDMONDS SIDE �..EWEVPERMIT
8 910 PERMIT' -NO- 88248
c�-
Address of Construction:
Property Legal Description (Include all easements):
EDMONDS
TREASMENT PLA"T
0
RECEIVED
SEP 2 O'IWU
PUBLIC WORKS
Owner and/or Contractor: �g�nw-Aj C'.1 Jrt. R zc_3 X� Y- l,- 4
State Licens*b No. -if -r e) C- Z 71 Building Permit No.
13 Single Family Invasion into City Right -of -Way: Q No El Yes
�2 Multi -Family (No. of Units RW Construction Permit No.
0 Commercial Cross other Private Property �v No El Yes
0 Public Attach legal description and copy of recorded easement
ri
T-certify that I have read and shall c6-mply 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 a(7
Trunk Charge: 510 Date Issued-. 1?_2_0 _90
Assessment Fee: 1. Receipt No.: 1.30.5-7
Lid No.: 'F.6k 10 q
Partial Inspection: - I Date —Initial.
Comments (2
Reason Rejected:- Date —Initial
ction Approved P
Final Inspe' Date _—I_�L Initial
PERMIT MUS, BE POSTED ON JOB SITE
White Copy: File Green C
opy: Inspector -Buff Copy: Applicant
Re�ised 3!90
The City of Edmonds Side Sewer Drawing
EASEMENTNO - --------------------------------------------
NEW CONSTRUCTION REPAIRS F� LID NO . .................. ASMT. NO . ..................
OWNER......... — ------------------------------------------------------------ ------------ ---------- CONTRACTOR. ............ ................ ------------------------ .............. — .... PERMIT NO.
JOB ADDRESS .... Aji ..... ---------- ... LEGAL DESCRIPTION: LOT NO. ...... ................. ....... BLOCK NO - --------- .................
.......................... I ---- ---------- EIMONDS-- .... ...
TREATMENT PLANT
NAMEOF ADDITION ------------- .................... ----------------------------------------------------------------- w ------------------
K
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PWW-0001 -11/75 (REVA 1/78)
Appro;�-d: ---------
DATE..�
....... .... Byz��
..............
City of Edmonds
Critical Area Notice of Decision
Applicant:
,70( M 04ci
Property Ownet:
Critical Area File 4:
C/2/�_ 0 ci 0 (0 -
Permit Number:
--- )0
Site Location:
A-V-2 5
Parcel Number:
007!�9 00 0 120 -5-00
Project Descriptio n:
Z-, �t- S--
Vonditional Waiver. No critical area report is required for the project described above.
—C
there will be no alteration of a -Critical Area or its required buffer.
2. The proposal is an allowed 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.
F-� Critical Area Report Required.* The proposed project is within a critical area and/or a critical area
buffer and a critical area report is required. A critical area report has been submitted and evaluated
for compliance with the following criteria pursuant to ECDC 23.40.160:
I The proposal minimizes the impact on critical areas in accordance with ECDC 23.40! 120,
Mitigation sequencing;
2. The proposal does not pose an unreasonable threat to the public. health, safety, or welfare
on or off the development proposal site;
3. The proposal is consistent with the general purposes of this title and the public interest;
4. Any alterations permitted to the critical area are mitigated in accordancew.ith ECDC
23.40.110, Mitigation requirements.
5. The proposal protects the critical area functions and values consistent with the best
available science and results in no net loss of critical functions and values; and
6. The proposal is consistent with other applicable regulations and standards.
F-1 Unfavorable Critical Area Decision. The proposed project is not exempt or does not adequately
mitigate its impacts on critical areas and/or does not comply with the criteria in ECDC 23.40.160 and
the provisions of the City of Edmonds critical area regulations. See attached findings of
noncompliance.
Favorable Critical Area Decision. The proposed project as described above and as shown on the
attached site plan meets or is exempt from the criteria 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.
F� Conditions. Criti cal Area specific condition(s) have been applied to the permit number referenced
above. See referenced permit number for specific condition(s).
Reviewer J
Signature V
7/10 /12-
Date I
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
Critical Area Notice of Decision
Applicant:
Property Owner:
Critical Area File
'�-FIA -'3) 0 C, 7 iq 0'�-B
Permit Number:
Site Location:
Parcel Number:
Project Description:
L-,4
SQA-,�— r 1 �2\
\&.Conditional Waiver. No critical area report is required for the proj ect described above.
I . There will be no alteration of a Critical Area or its required buffer.
2. 1 ,in
,,V'The proposal is an allowed activity pursuant to ECDC 23.40.220, 23.50.220, and/or-4 gp,
23.80.040.
3. The proposal is exempt pursuant to ECDC 23.40.230.
F� Erosion Hazard. Project is within erosion hazard area. Applicant must prepare an erosion and
sediment control plan in compliance with ECDC 18.30.
F-1 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:
1 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.
ISS
6h,�
E] 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 23.40.1-60 and
the provisions of the City of Edmonds critical area regulations. See attached findings of
noncompliance.
1-1�-'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.
Fj Conditions. Critical Area specific condition(s) have been applied to the permit number referenced
above. See referenced permit number for specific condition(s).
0
-7-1 14-t I
keviewer �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 KrA4,'I Corner tJ Fiag-
Setbacks Required Actual
VLU BY
A P Pr'�'Fllp V E D 183 Y L�A N N I N G
Front fo 1, 0
Sides �.7
Rear v e
Other
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CITY,'C)F EDMONDS
CONFORMED COPY
2�1105180542 2 PGS
0 181JO11 4:15�m �P-00
SNOHOM Sh COUNT , SHINGTON
Return Address:
City of Edmonds
1.21 - 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 91EVERS, Snoiloatim G011111Y freasurer
K!PKE S!L\1_EQS
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, 00799DO0310200, 00799000310300, 00799000320100, 00799000320200,
00799000320300, 00799000320400
IN CONSIDERATION of benefits to accrue to the grantors herein, the undersigned, 3n'
Avenue Condominium Association, hereby grant to the CITY OF FI)NIONDS, a Municipal Corporation, a
permanent easement for the installation, construction, operation, maintenance, repair, reconstruction or
replacement of a sanitary sewer lift station and appurtenances, over, across, through, and below the
following described property, and the further right to remove trees, bushes, undergrowth and other
obstructions interfering with the location, construction, operation, maintenance, repair, reconstruction or
replacement of said sanitary sewer lift station and 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 OFTHE 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 BEGINNING;
THENCE N 73'19'03" W 34.47 FEET;
THENCE N 84ol 1'39" W 73.16 FEET TO A POINT OF CURVATURE;
THENCE NORTHWESTERLY 33.68 FEET, ALONG THE ARC OF A TANGENT CURVE TO TTIE RIGHT,
HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 64ol9'54";
THENCE N 19'5 1'45" W 44.11 FEET TO A POINT OF CURVATURE;
THENCE NORTHWESTERLY 25.21 FEET, ALONG THE ARC OF A TANGENT CURVE TO THE LEFT,
HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 72'12'24";
THENCE S 87o55'5 I" W 59.98 FEET;
THENCE N 68'43't 6" W 31.64 FEET TO POINT "A";
THENCE S 85'13'4 1" W 76.82 FEET TO THE TERMINUS OF TIES CENTERLTNE DESCRIPTION;
TOGETHER T14AT 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 CENTERLINF;
BEGINNING AT SAID POINT "A"
THENCE N OOo4O'O9" W 23.40 FEET TO THE TERMINUS OF THIS CENTERLINE DESCRIPTION;
SAID EASEMENT SHALL EXCLUDE ANY EXISTING BUILDING STRUCTURES, NOT INCLUDING
SCREENING FOR ELECTRICAL EQUIPMENT,
T14E 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 UTrLITY EASEMENT.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
See attached Exhibit "A"
TTEE CITY agrees to restore to substantially the original condition such improvements as are
disturbed during the construction, maintenance, and repair of said utility or utilities, provided the grantors,
their heirs, or assigns shall not construct any future permanent structure over, upon, or within the permanent
easement.
DATED THIS 'I DAY OF 64::!�� 20 11
STATE OF WASH][NGTON)
)SS
COUNTY OF SNOHOMISH)
I certify that I know or have satisfactory evidence that L 14,, // — is the
person who appeared before me, and said person acknowledged that (he/she) signed this instrument, on oath
stated that (he/Lhe) 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 41 r��'t 1�
My appointment
expires .... 4
A PORTION OF SEC 26, TWP
27 N, RGE 3 E, W.
M. IN SNOHOMISH
COUNTY, WA.
EX. BLDG #434
MANHOLE
OVERFLOW
NOTE: PERMANENT SEWER
-STORAGE VAULT
EASEMENT IS 20 FEET IN
WIDTH, CENTERED ON
S 8 5'13'41 " W
CENTERLINE OF CITY'S
76.82'
OVERFLOW STORAGE VAULT,
WET WELL, VALUE VAULT,
WET WELL
0*40'09"
FORCE MAIN, MANHOLES, ETC,
I"
"A
23.40'
UNLESS EASEMENT CONFLICTS
POINT
-
WITH BUILDINGS (OTHER THAN VALVE VAULT
CONTROL
CONTROL SHELTER). IN THOSE
SHELTER
INSTANCES WHERE CONFLICTS
Ot
-
OCCUR, DIMENSIONS ARE
SHOWN. DIMENSIONS SHOWN
9.5'
IN 68'43 1 16" 7W
—7,31
ARE TO THE NEAREST 0.5'.
6 4'
WHERE DIMENSIONS CONFLICT
WITH LEGAL DESCRIPTION,
THE LEGAL DESCRIPTION
U-)
SHALL TAKE PRECEDENCE- EX-
BLDG #432
u')
72"12'24"
S
87*55'51 W
L
25.21'
—
5 8.9 8'
R
20.00'
7.
2 —
CENTERLINEMOF
2 0 FORCE AI 't\
\-IN 19*,51'45
— L44� 1 1J
EX. BLDG #428
6 4'19'5
JJ. U 0
LL
RL'3)a) 2000
R 3 0. 0'
IN 84'11'39"7W
173.16'
[N�
73-19'03" W1
134.47'F—
POINT OF —9. 5' 24
50 25 0
50
BEGINNING—""� 3RD AVENUE
S
SCALE IN
FEET
12-507SE11-RED ROAD SVfT-' 101
Scale
EXHIBIT "A"
N
SEUEVUE. WA 98005-25DO
1"=50'
CHS EMGINEERS, L LC Tat425)07-J69J FAXf4267637�M94
CITY OF EDMONDS
ic
Sheet
0 LIFT STATION #5
E
SEWER EASEMENT
Drown by Project # 450901
Checked by DF Date 03/29/11
CONFORMED COPY
J�1105180542 2 PGS
11912011 4:15�m
, �63.00
SNOHOMISH COUNT ASHINGTON
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
NOEXCISE TAX
REQUIRED
MAY 1. 8 2011
v,
,,iRKE SIEVRS, 611011008*9 COMY freasuret
K�RKE 0-f_V.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 CONSIDERATION of benefits to accrue to the grantors herein, the undersigned, P
Avenue Condominium Association, hereby grant to the CITY OF EDMONDS, a Municipal Corporation, a
permanent easement for the installation, construction, operation, maintenance, repair, reconstruction or
replacement of a sanitary sewer lift station and appurtenances, over, across, through, and below the
-following described property, and the further right to remove trees, bushes, undergrowth and other
obstructions interfering with the location, construction, operation, maintenance, repair, reconstruction or
replacement of said sanitary sewer lift station and aRRurtenanc , together with the right of access to the
easement at any time for the stated purpose.
The 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 THIRD AVENUE CONDOMINIUM, AS
RECORDED UNDER RECORDING NUMBER 9110315001, RECORDS OF SNOHOMISH COUNTY,
WASHINGTON.
THENCE NORTH ALONG THE EAST PROPERTY LINE N 00038'39" W 10.57 FEET TO THE TRUE
POINT OF BEGINNING;
THENCE N 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 t905 1'45" W 44.11 FEET TO A POINT OF CURVATURE;
THENCE NORTHWESTERLY 25.21 FEET, ALONG THE ARC OF A TANGENT CURVE TO THE LEFT,
HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 72-12'24";
THENCE S 87'55'5 1 " W 5 8.98 FEET,
THENCE N1 68043'16" W 31.64 FEET TO POINT "A";
THENCE S 85"1 Y4 t " W 76.82 FEET TO THE TERMINUS OF THIS CENTERLTNE DESCRIEPTION;
TOGETHER THAT PORTION OF SAID NORTHEAST QUARTER OF SECTION 26, BEING A STRIP OF
LAND TWENTY (20.00) FEET IN WIDTH LYING TEN (10.00) FEET ON EACH SIDE OF THE
FOLLOWING DESCRIBED CENTERLINE;
BEGINNING AT SAID POINT "A"
THENCE N 00"40'09" W 23.40 FEET TO THE TERMINUS OF THIS CENTERLINE DESCRIPTION;
SAID EASEMENT SHALL EXCLUDE ANY EXISTING BUILDING STRUCTURES, NOT INCLUDING
SCREENING FOR ELECTRICAL EQUIPMENT.
THE SAID LINES OF SAID EASEMENT TO BE EXTENDED AND SHORTENED AT INTERSECTIONS
WITH BOUNDARIES OR CHANGES IN DIRECTION TO TERMINATE ON THE BOUNDARY LINE OR
ON ADJOINING SIDE LINES.
TOGETHER WITH:
AN ACCESS EASEMENT OVER AND ACROSS ALL ROADWAYS AND PARKING ACCESS AREAS
WITHIN THE 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 shah not construct any future permanent structure over, upon, or within the permanent
easement.
DATED THIS -7 DAY OF 6 20 P
STATE OF WASHINGTON)
)SS
COUNTY OF SNOHOARSH)
I certify that I know or have satisfactory evidence that is the
��Lall7l& L
person who appeared before me, and said person acknowledged that (he/she) signed this instrument, on oath
stated that (he/tej was authorized to execute the instrument and acknowledged it as the
of 3' Avenue Condominium Association to be the free and voluntary act of such party for the uses and
purposes mentioned in the instrument.
Dated ..... .......
. . . . . . . . . . . . . . .
(Signature)
(Seal or stamp)
................... ...... ........ Z
Title
Myappointment
expires ... ........ . / .
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DLIPLEX HYDR-0-GRIND
HYDR-0-RAIL PACKAGED
SYSTEM SPECIFICATIONS
GENERAL
Furnish and install a complete pumping system as manufactured
by HYDR-0-MATIC Pumps, Ashland, Ohio. System shall Include
two sewage grinder pufpp, three 3900 mercury switch level
controls. discharge plumbing with hydraulically sealed discharge
flange, pump mounting plates with bottom rail supports. upper
rail suppons,. liffing chain, pedestal mount and cord sealing
plate for panel or NEMA IV junction box; to be lnqtallod In factory
fabricated basin with cover or on -site concrete 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 gpm againsta total
head of 1170 feet. Pump motor shall be hp.
1 phase. 2-10 volts, 54�20 rpm, cycle.
Pump performance - shall - be- as showyn on curve 4 9 (J
Separate specification for pump and motor.
SUMP LEVEL CONTROLS
Sealed float type mercury switches phall be supplied to control
sump level and alarm signal, If furnished. The mercury tube
switches shall be sealed In a solid polyurethane float for corrosion
and shock resistance. The support wl ' re shall have a heavy
Neoprene jacket. A weight shall be attached to cord above the float
to hold switch In place in sump. Weight shall W.above the float to
eflectively 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-olt, and one for both pumps turn -
on. A fourth switch shall be provided If with alarm. Float switches
shall be Model No. 3900.
OPTIONAL
Alarm light (or bell or horn) to be supplied In separate NEMA III
enclosure for mounting at the control box or remote from box. or
alarm light mounted on panel enclosure (200,230 volt only). Alarm
bell or horn shall hava'sllon6lng switch wIth'sutornatic (east.
—Alarm Llgl�t 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 awl tch shall first bo'energized,.
then upper level switch shall next energize and start load pump.
With lead pump operating, sump level shall lower to low #wilch,'.
turn-off setting and pump shall stop. Alternating relay shall Index
on stopping of pump to that lag pump will start an next operation.
It sump level continues to rise when lead pump Is operating.
override switch shall energize and start lag pump. Both load and
lag pump shall operate together until low level switch turns off both
pumps. If level continues to r1se when both pumps are operating,
alarm switch shall energize and signal the alarm, whore used. It one
pump should fall for any reason, the second pump shall operate on
the override control and It level raes above ovorrldo control, alarm
shall signal, where used. All level switches shall be adjustable for
level boiling, from the surface..
ELECTRICAL CONTROL PANEL
Control panel shall have a NEMA IIIR weatherproof enclosure. A
lock hasp shall be provided on door. A circuit breaker shall be
provided for each pump pnd a magnetic startor with 3 lag overload
protection for throe 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 operation. Startora shall have auxiliary contact
to operate both pumps on ovorrido condition. An Interlock relay
shall be provided to automatically re -connect -the control circuit In
case of circuit breaker trip on one pump. H-O-A switches and run
lights shall be supplied for each pump. Terminal strip shall be
provided for connecting pump and control wires. Additional
terminals shall be provided to connect alarm. A-transformor shall
be supplied to give 24 volt control circuit. Panel Model No.
IlL listed. Panel shall have relay with
dry controls for alarm,telem. connection.
CHECK VALVE & PIPING
The discharge piping shall Include a HYDR-O-MATIC ball check,
valve with hydraulically sealed discharge flange and a gate valve
for each pump. Discharge from elation 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 toot and ---=— Inches,, and o. Oolght
of toot and Inches. Tho'ba6in cover shall
be Inches 0.0. and — Inch thick. Basin, If stool.
and cover shall be sandbla4lad Inside and outside to remove
scale, *14g, rust. etc., before pointing. basin, It stool, shall be
cooled Inside and outside with tar base epoxy Wnt for cor-
rosionreal6tance. See plans,
HYDR-O-MATIC Pumps RESERVES THE RIGHT TO CHANGE SPECIFICATIONS
OF MATERIALS USED IN ITS PRODUCTS WITHOUT NOTIFICATION.
HYDRaDeMPTIC...
PUMPS'
A Division of Wylain, Inc.
Wf
Post Office box 327.41WM MR
Cisromant 4 Daney Roade, Ashland, Ohio 4405
Gone" — Wyisin C4naft LIC LW, Us 111MI 01. lI1rW#k^ Qnbft WT I='
in6Wn4UWW1 "of — Adtlnr4 Ohio TWep 001443
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Most trouble -free control ever designed...
Bulle.11n.710.1
C
C..'
FOR USE IN SEWAGE
AND PRACTICALLY
ALL CHEMICAL
SOLUTIONS!
kTENT PENDING
ON
POSITION
OFF
POSITION
900
MERCURY
,SWITCH
LEVEL
CONTROL
VENTED CORDS
DIAPHRAGMS
N MECHANICAL SWITCHES
0 CLAMPS
IN SUPPORT RODS
ENO HOLLOW FLOATS
Mercury tube switch is sealed In solid poly-
urethane float.
Weight outside float holds switch at any de-
sired height in sump.
Designed for over one million cycles of oper-
ation.
Solid polyurethane float makes switch leak-
proof and shockproof.
. 39oo REPLACES ...
ROD TYPE FLOAT SWITCHES,
DIAPHRAGM SWITCHES, AIR
BUBBLER SYSTEMS...
INSTALL AND FORGET!
HYDRaDoM C
PUMPS
SEP-13-19-0 THU 15,121, 'SEP H I 13H-- TECH TEL 1,ri, 2-06- #304 P01
MU:T Fil E
"T..
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C4AROWN-REWAMT COATMOS
WAGSHR HIGH-Tzcs COATINGS, 11c.
PiCSIMILB TRANOMITTAL
rAxi (206) 850-3099
Iwo
ADDRE1983
q4 't, L
TMAL NUMBER OF PAGES (INCLUDING TBIS,C,OVER SEMET) 4-----
REPLY M UESTEDs YEG. BY PAX
YES, or PHONE
NO
MESSAM
.00418. 920 &M #103 KPA W"W4W MW M &"987
SEP-13'90 7'HJ 15-12 jj)i�,��SSE:p HT 71ECj,"
TEL ND: 3716350--,'�1%7 #-Tj4 P02
Y VIVI"UE:FkMIF_F;tFF
SEATTLE'& LARGEST SMAGE PROJECT'
1968
also," 'i-, Y":4
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*fT
C-CONSEAL
AVERAGE 1"EMPERATURE , 34 deg. F
SEP-13-1 90 TH-1 15:13 �iSESER HIGH-TECH TEL �,O: 2,96-P-504-q67 #304 P03
Wasser MC-ConSwal
D
E * Single-oomponent, moisture-cu ring, high solids urathane
coating
A 0 Chemical and suffide-resistant concrete coating
I
P
T Cold, darnp application tolerant coating
I
0 High sailds, VOO compliant coating
Is Sealer for interior of new concrete sewer pipe, manways, or
vaults.
U W Ohamlca,' and sulfide -resistant protective coating for concrete
S and metal
. Surface4olerant coating for darnp or poorly prepared surfaces
Is Mixed with aggregate as sealer for stress cracks
* Single component - no catalyst mixing errors
0 Can be applied in cold, damp conditlons - at humlditles to 99%
A
D Can be applied at low temperatures - to below treezing
v
A v Typical urethane abrasion resistance and all-around
N performance In harsh onvIronments
T
A a ',:*64da.st range of wet chemical resistance
E Supoor adhesion to concretes and most surfaces
easl� re
paired
VOO Oompliant
SEP-13-'50 TKJ 15;14 1 L4��R HIGH-TECH TEL NO;2005-,A50-Z
#,M4 PO4
Gaikk by VOLIMO: 52.0;t 1.()%
T MOW; O's 10,11 ft
C VOO: I= ftn 3.5 RWQaI
W CZVKW at 2.0 MHz DIFT: 424 tF1Q11
N RuiWaNifty: Anytime Liter 2.4 hour Fninimum, and bafors 24 hours
I TerMerature resistary-e: 2850 F continuous
A Fluh PoIrd: Abovs 830 F
L Cure t1mm., MWmm 2.4 hours for teeacut or Nght traffic. C,ure times vary with tempGratura and
0 humlft�
A Cherrikea! resistance; pH 2-12, 1-128, HSO,, most aWs and bases, and most Wveft
T Shelf Ide; 4 months from date of shipment, In unoponed o6ginal containors *UwW at
A ton"rawres below W F
P
R
All ourfaces must be *loan and Iree of any gmase, dirt or exceselve ahalking.
8 a
U P
On corwate and MNI, use SwSeporbrush oft blast. 0(tv,10 ethon concrete.
R A
IN a
A A
On Owk,%, fibergloss, acrylic, or gelooat, sand 4htly and wipeAh solvent.
0 T
NoW. MO-CoMSO&I *111 adhm W nearly any svda= even wkhmt pmper surtwo plIMM-
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Mm. 4 4 tMemni of amp, risled, OwAy surimm'. Oowev@r, g000 prv000 dl%dies fftwing
tm &bm pmpmllon when po&*I*.
A UN MC-TMMOr Oft
P Use sm, roller, or Crush.
F in miost c=m aM�/ a slrqe coal of 1.5-2.0 mils DFT, Allow mIn1rnurn Z-hour cure between
L
I Goam.
0 Can be mitted with mWagate and SOWbOd IMO MOSS CMCM
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T As an acid or sulkle resistant coating on ooncrele',. apply WO 003ts- -1.0. mlis OFT- per coat.
I This Ming can be wetted or Immersed In as little aB 1-2 houm,
me: WUM Mo Wetwesmay be applim! to dWP Surfam &I IS h humWit . AYW applizdam mr
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62 (*4*ds Of On* vv*` I"O"mobill `*? i� IhO Pfitt am, Eve*
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approved nwomtor In cordined mas when brushing or rolling. Use a positive pressure ak flow
rf hDW wMn eMwad to spray mist or overspray. Protect skIn and syps from contact, This
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product uoritalris organic solvents aM polylsacyanate&' Do not use I you have 3 chronic or
H WIOMIO mactloft to Mocyanales or organlo. Wvants.
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11--e
0 to
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
Public Works o Planning * Parks and Recreation o Engineering
� 8 9 0 . 1 99 -
May 14, 1991
STREE"'"I" FiLLEE
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
s-Iq
On May 10, 1991, an engineering inspection was conducted at the subject
project site. Listed below are the deficiencies noted:
1) Parking stall width in front of building "B" not to City standards.
2) Two (2) parking stalls behind and one (1) to the west of building
"A" not to City standards.
3) Drain plug at base of stairs to garage, building "A", plugged.
4) Clean asphalt off of all manhole and utility covers.
5) Clean out sewer manholes.
6) Install locking nuts on manhole covers.
7) Grout around pipes in valve vault.
8) Grout all catch basin and manhole concretee extension rings.
9) Clean out debris from oil separator.
10) Downspout on south side of building "B" not connected to tight
line.
11) Downspout at southwest corner of garage to building "C" not
connected to tight line.
12) Install splash blocks at all downspouts around building "C",
which is not connected to tight line.
o Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
Bjorn Thuesen
May 14, 1991
Page 2
13) Secure chain link fence to posts.
14) Provide exterior lockable latch to gate at lift station panel
enclosure.
15) Enclosure around lift station panel not wide enough.
16) Lift station and system not tested.
17) As -built drawings required.
18) Clean out all catch basins.
19) Lift station telemetry not installed.
20) Repair defective areas of asphalt paving in front of building "A".
21) Parking stalls south of building "B" and building "C" garage (next
to concrete retaining wall) not to City standards.
Because the 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
6zJ C�'_
Al btrts
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, "frtngineer
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 IN EDMONDS, WA 98020 (206) 771-3202
COMMUNITY SERVICES:
Public Works * Planning - Parks and Recreation Engineering
T
" !,� &-.,..T FILE
May 1, 1991
Bjorn Thuesen
President Bjorn Thuesen Inc.
322 Main Street
Edmonds, WA 98020
Re: Temporary Occupancy request of April 25.
Mr. Thuesen:
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
I agree that you have made repeated requests for temporary
occupancy of your building at 428-434 3rd Avenue South (City Park
Condominiums) and that we have refused each time. Each time I
explained the project was not sufficiently complete to consider a
temporary occupancy. You do not seem to fully understand what our
policy is. Let me explain.
My staff agrees that our current policies have not changed
regarding inspections and occupancy in the past 10 or 15 years. My
staff tells me you have been though the process a number of times
in the past and do not understand your confusion. That policy is
as follows.
1. Once a request is made for "Final Inspection" or
"Permission to Occupy" the departments involved in the
permitting process are notified (the building department is
last to inspect). Each department must grant approval before
a Certificate of occupancy is granted. The building department
inspection is usually not scheduled until the other
departments have conducted their inspection and have approved.
2. If a request is made for "Temporary Occupancy" the same
process is followed by my department. If each reviewing
department is willing to release (with or without conditions) ,
the building official may issue a Temporary Occupancy for a
limited period and with specific conditions.
So if all reviewing departments agree to a temporary occupancy the
building official may issue a temporary pursuant to Section 307(d)
of the Uniform Building Code (UBC) . It should be noted that the
UBC is a model code and allows for local interpretation. Section
307(d) is not a mandate but offers a method of granting a temporary
when justified - thus the use of the word MAY in the text.
o Incorporated August 11, 1890 0
Sister Cities International — Helkinan, Japan
0 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.
ncdre
Richard R. Mumma CBO
Building Official
City of Edmonds
cc: Sharon Nolanf
Rob Chave, Pla
Tom VonSchuess
Gordie Hyde, En
Ron Holland,, Wa
thuesen.rrm
it Coordinator
ing Manager
r, Fire Marshal
ineering Department-'—
er Department
0 0
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
Public Works o Planning a Parks and Recreation o Engineering
, 890 . 19 4
January 4, 1991
Bjorn Thuesen
322 Main St.
Edmonds, WA. 98020
Dear Bjorn,
STR!�-" FILE
9E/ -,? / -�;-
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
�9�J I /V / 7 �
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
anq
Al Vfirts
o Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
BJ6RN
0
I NC., REALTORS
R MONDS, WASHINGTON 98020 775-1953
322 MAIN ST EET ED
December 18, 1990
FILE
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
46 %
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
Public Works o Planning o Parks and Recreation a Engineering
9 0 - 19
December 6, 1990
Bjorn Thuesen
322 Main St.
Edmonds, WA. 98020
0
aTRttT FILE
Re: Release of performance bond money
City Park Apartments, 430 - 3rd Ave. S.
Dear Mr. Thuesen:
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
tY-.AJ-,I2J / d 7 / 90
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
- R 4 /"-, -
Al berts I t,-
0 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
4za0i'*
Bj6RN
THUESENINC.
322 MAIN STREET - EDMONDS. WASHINGTON 98020
City of Edmofids
Building Department
250 - 5th Ave. North
Edmonds, WA 98020
Gentlemen:
775-1953
December 3, 1990
We would appreciate if YOU would re -inspect the City Park
property and release the appropriate money for the improvenents
installcd last month, for which Puget Sound Bank has a hol m
back. d-
The improvements installed include a concrete retaining wall,
rockery, storm and sanitary sewer, catch basins (some of which
are temporarily covered by dirt). The pump station has been
completed except for a cast iron lid.
Please mail Your 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.
BT/js
Sincerely,
0
BOND RELEASE FORM
CITY OF EDMONDS
DATE:
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 BE RELEASED :lAelr-
BOND DATE POSTED BOND EXPIRES
Please field inspect for.the release of the subject
bond. 'If the re" '6"r�e
outstanding requirements, please note in the space
provided.'
LOVELL-SAUERLAND & ASSOft, INC.
19400 33rd Ave. W. Suite 200
LYNNWOOD, WA 98036
LIEUUf* QXF MUSOMUL
Phone (206) 775-1591
Tulr.11F.'af Ej
STRE—:s.,
*ITEg
P
ATTENTIO��
F�::
�)'� -j
WE ARE SENDING YOU �<Attached EJ Under separatePcar?vi`)a the following items:
• Shop drawings 44prints El Samples El Specifications
• Copy of letter El Change order
SIM
DESCRIPTION
my P a Lo�
mp-
A? _M1&�_W;9M2ffl a pu�
eTTV. W-0 M_
V R t � �J_. i R = 31,
THESE ARE TRANSMITTED as checked below:
��For approval 0 Approved as submitted
0 For your use 0 Approved as noted
W0 A requested
For review and comment
El FOR BIDS DUE
REMARKS
El Returned for corrections
FE-1
El Resubmit -copies for approval
0 Submit -copies for distribution
El Return -corrected prints
19 El PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED:
PRODUCT240.2 �ix,Gmtm,M=01471. if enclosures are not as noted, kindly notify us at on ce.,
M
City of Edmonds
CINTER-OFFICE CORRESPONDENCE
TO FROM
-1 DATE
9
SUBJECT
J,
&AW �t AM9
RECEIVED
8EP 0 8 1989
Pub-ilL, vvvi%im�
STREET FILF
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NOR
STRUE"i FILE
M E M 0 R A N D U M
January 20, 1989
TO: Leigh Francis, Associate Planner
Planning Division
FROM: Gordy Hyde, Engineering Coordinator
Engineering Division
SUBJECT: FEBRUARY 1 ADB AGENDA ITEMS
I tem
ADB-1-89 ' No problem
ADB-2-89- No comment
ADB-3-89 OK; no sight obstruction
ADB-4-89 No comment
ADB-5-89 Signs OK; question use, as discussed in CRC meeting
ADB-6-89 No comment
ADB-8-89 No 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 Construct curb, gutter and sidewalk along frontage of
201st St. S.W. for future 36' road section curb -to -curb.
No comment
GH/sdt
FEBADB/TXTST530
C)
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4A
DRAINAGE CALCULATIONS 13-Sep-89 (Snohomish County)
THUESEN APARTMENTS, LSA #1076
Total area, acres
1.295
Ti me of Concentrati o n
Cummulative
"Flow length Vertical
Ground
Type
Runoff 'Time
of
TravP1 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
%14-99-- B. 0
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)
length: dia:
slope:
n:
V:
time:
total:
R:
72 1.00
8.19%*
0.024
7.1 Z
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
t�9:;:O-* 0 . 0 3
" 6 . 18
0.25
Time of Concentration,
T(c) minutes
6.179
Design storm, l(loyr),
-------------------------------------------------------------
Itc i n/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
D t h e r
0.00 X
0
Total Area, sf
56400
Cer 0. 732
Flow off ret. area, Qer cfs= Htc x Ar x Cer) = 2. 195
Compare this flowrate to the capacities of all pipes listed above.
Pipes are adequate.
Trapezoidal channel f low 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
sf -Z
Wetted Perimeter
5.845
feet
Hydraulic Radius, R =
0.243
Freeboard side5lope =
3.0
H : IV
Top width with 0.750 ft
freeboard
included
z
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
I . 903 c f s
0.500 fps max
9:
5. 54
3. 9' ' 1
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
smaller diameter, d on
the pipe -size scale.
Head loss through check
valves varies with types
manufactured. Consult
with manufacturer for
correct v4l4qP.
Appendix:
CHART 35
RESISTANCE OF VALVES
AND FITTINGS TO FLOW OF FLUMS
A
Globe Valve. Open
,4gle Valve, Open
Swing Check Valve,
FullyOpen
C e Return nd
los Be
Standard Tee
Through Side Outlet
ti ��
Standard Elbow or run of
Tee reduced �i
��T 1�_
Medium!Tw-eep Elbow or
run of Tee reduced 1/4 -
Long Sweep Elbow or
run of Standard Tee
50
30
K111
10
3
Z _&n- 2
11/2-
1 IN -
1/4
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 cast iron pipe
I
I I
Fitting Eres, sure Dr p: Listed below in Chart 5 are various
common piiping system components and the associated
pressure Ic)ss through the fitting expressed as an equivalent
length of st r. aight pipe in terms of diameters. The inside
diameter (i.ii feet) multiplied by the equivalent length
diameters cjives the equivalent length (in feet) ofpipe. 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
Fabricaited Fi,tting
Equiv. Length
Running Tee . ................ 'FUJ .............
20 D
Branch Tee . ...................... .............
50 D
900 Fab, Ell ................. ............
..... 30 D
600 Fab, Ell ..................... % ..............
25 D
450 Fab, Ell ........................... ..........
18 D
450 Fab, Wye! ................. .................
60 D
Conventional Globe Valve (Full Open) ......
... 350 D
Conventional Angle Valve (Full OperO ...
.... 180 D
Conventional Wedge Gat(� Valve (Full Open) ...............
15 D
Butterfly Valv(? (Full OperD ............................
40 D
Conventional Swing Chec.k Valve ....... ..............
100 D
(See Appendix fc )r 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
suddenly reduced, as would occur by the
&nuck closure of a valve, this energy cannot be
I sily absorbed. The instantaneous shock
may generate excessively high pressures
known as water hammer This effect becomes
greater as the velocity is higher and/or the
valve closure time is shorter. Valves should be
lk
'09
opened and closed slowly. Even greater water
hammer can be caused by air entrapment.
System design should provide ways of
preventing air entrapment.
Pressure and Surges: Pressure surge may
be calculated from Figure 1. The combination
of static pressure and surge pressure should
never be allowed to exceed the pressure
rating of the pipe. NOTE: To allow for cyclic
loading effects and surge, Simpson
recommends the working pressure be limited
to 70% to 80% of the pipe pressure rating.
W10cily Friction Friction Loss Velocity F,i,t,-,, Friction Loss Velocity
Fe,et per Head Pou rids per Feet per Friction Friction Loss Velocity Friction Friction Loss Gallons
Second t Head Pounds per Feetper Head Pounds per Feet Per Head Poundsper per
Fee Square inch Second Feel Square Inch Second Feet Square Inch Second Feet Square Inch Minute
2 In.
2% In.
3 In.
1
0.27 002 OD087
0.17 0.01 0.004
0.68
0.96
0.14
0.25
0.059
0.44
0.045
0.020
0.30
0.025
0,011
0.20
0.01
00045
2
5
In 136
0.47
0.104
0.20
0.61
0.87
0.08
n -
0035
-069
0.42
0.035
O�015
0.28
0.014
0.0063
7
------
2.04
1.00
043
1.30
0,33
10.59
0.06 ---0.026
0 0
0.40
00
0.02
0
0.009
10
2.72
1.71
0.74
1.73
0.57
0.14
0.88
0.13
0.056
0.59
0.05
0.022
15
3.40
2.59
1.12
2.16
0.86
0.25
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
3 171-1
1 rl
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 -G-13
40
6.12 7.69 3.33
3.90 2.56 1.11
2.35 0.81 0.35
2.65 1.00
6.80
934
4.04
4.33
3.11
1.35
2.94
1.22
0.43
0.53
1.78
1.98
0.38
0.16
45
8.16
13.10
5.67
5.19
4.36
1.89
3.53
1.71
0.74
2.38
0.47
0.20
50
9.52
17.42
7.54
6.06
5.80
2.51
4.12
2.27
0.98
2.78
0.65
0.28
60
10.19
19.80
8.57
6.49
660
Z86
4.41
- 2.58
17-
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0.87
0.38
70
97 6Z
10.87
22.31
9.66
6.92
7.43
3.22
4.71
2.91
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1.26
3.17
099
75
12.23
27.75
12.02
7.79
9.25
4.01
5.30
3.62
1.57
3.57
1.11
0.48
80
13-59
33.73
14.61
8.66
11.24
4.87
5.89
4.39
1.90
3.97
138
1.68
0.60
0.73
90
100
7.36
6.65
2.88
4.96
2.54
1.10
125
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8.83
9.31
4.03
5.95
3.56
1.54
150
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�J-
CI'fY OF EDMONDS
COMMUNITY SERVICES DEPARTMENT
RIGHT-OF-WAY CONSTRUCTION PERMIT
A. 9 Owner:
Name .
Mailing Address
City State Zip
__W q0_
Permit No.
YIssue Date (n _t q -9()
tA) /.n 1-1A
�;7
B. * Contractor: k r 6 L41 r If 4��'
N%oe
ili Addr s
_11to'lipf e-- P , f
City State Zip
(JU-7-946,
State License Number Tereph6ne'Num-ber
C. e Address or Vicinity of Construction: Z/ y
/ 3
Type of Work to be Done: 4 ±e
C5-10 11A-t—, C-A-)
D. 0 Work in Connection With: 0 Sub or Plat 0 Single Family
0 Commercial Multifamily
E, 0 Pavement Cut: I
'�g Y [IN F. 0 Size of Cut: X
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.
E• Restoration to be in accordance with City Code. T R
• 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: —Zn � 0 C)
Time Authorized: Void after days. Restoration Fee:
Special Conditions: 1'kTMQNxx_- TV*.X,4 7TP Receipt No.:
cis: 2 V6.4viry Fund I I I Fee: 199 .0c)
—Jvsn'� Pprunl 1, 69NP!"—_— (A�s'La-m Street Cut Dimensions:
G" "uc-
RELEAC�'�FRY: vioLy— Date INSPECTED BY Date
NO W6RK TO BEGIN PRIOR TO PERMIT ISSUANCE
tng, uiv iviarun j—
a
RIGHT OF WAY CONSTRUCTION PERMIT ROUTING FORM
CONTRACTOR aA DATE PERMIT RECEIVED
WORK ADDRESS �(3 0 az� SIZE OF CUT: 3 x-3o
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 qA r)�
w
FROM ENGINEERING TO PLANNING(For ALL Above.Ground Work)
PLANNING DATE SENT
REVIEWED BY JOHN BISSELL
RECE IV �:C)
JUN 15 1990
PUBLIC WORKS
iieceiv E7 , )
DATE PERMIT ISSUED 4d I q /cl 6 PERMIT # qO - 2-00
(20)
Rev. 11/14/89
lfc
R/WFORM/TXTRECEP
JUN 18 1��,U
ENGINEFRING
0 .0
, 890 . 194 -
CITY OF EDMONDS R E C E I V
700 MAIN ST. * EDMONDS, WA 98020 - (206) 775-2525
PARKS AND RECREATION DIVISION APR 3 0 1990
April 28, 1990
Mr. Bjorn Thuesen
322 Main Street
Edmonds, WA 98020
Dear Mr. Thuesen:
FNPINIFI`701N'r�
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,
Y6�_ "N
Pat Harris
Park Maintenance Supervisor
cc Arvilla Ohlde
f:D6n=Sfffth:!-1� , �'/
0 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
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:
ST
t"ILL"J 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,
6&xi aAjq
Craig Campbell, P.E.
Cl
S"l'-REi"-:T FILE
#297 P01
SER
WCOATINN
RECEIVED
WOER HIGH—TECH COATINGSt INC.
FACSIMILE TRiMBSIZTTAL SEP 10 1990
FAXi (206) 030-3096
WINEF-PINP
DATZ
TO.. FAX
COMPANr I PHONEs
ADDRESS2
or
FRONt PHONE.- 6=a�t6ASD
14—
TOTAL NUMBER OF PAGES (INCLUDING THIS COVER SHEET)
REPLY REQUESTED: YES* BY FAX
yza, BY PHONE
no
MgRjm I �\ ��& I
4044*0�---
SEP- 10- 1 90 MON 10: 55 AWASSER H I GH-TECH
�R
V
TEL NO:2M-85QmZ367 9297 P02
IR
SRI
M-11
I H - T I C H C 0 A T I M G
P1 ngid-component, moisture-curing urethane
�6.�:.'Urq thaneWtopcoat
OD
Color: BIS4
NO solids, VOC oompliant c oating
KID
o Any use where steel or concrete is immersed or exposed to
splash, zone, high humidity, sewage, or buried environments
U o Any use where coal tar epoxy has been used and a better finish
W des frad
0 Any. field repaint of the above uses where cold, damp, and/or
high humidities limit the use of typical epoxy or urethane
Mks
.00
Single component - no catalyst mixing errors
Can be applied In cold, damp conditions - at humidities to 99%
Can be applied at low temperatures - to below freezing
o Supodor to coal tar opoxy for heat resistance, chemical
V
A resistance, flexibility, weathering, and resistance to cracking
M 0 Oumt.anding resistance to salt and fresh water in immersion or
TyplaW urethane fleMbility and abrasion rosistance
o Typift urethane resistance to cathodic disbwdment
@ o Czn be Immersed In one hour - means very short down times
o. rematable, easily repalred
VOC do . m0liant
SEP-10-190 MON 10:56 R HIGH-TECH TEL NO:20 . 6-e50#7 #297 PO4
)MA291114 H12N-T&H COATINgl
Coating Speciflostion 126
**&I tar epoxy, and other coatings with MC -Tar.
1. Purpose: To proWe an improvod altomatlyo to typical tar or epoxy tar coatings, and one that also
h" Impravod oppiloatlon and curing propertlem
11. Surisee Pr6palWon
A. Over bar* steel, use SSPO-SP1 0 Near While Blast for irnmeralon, and SSPO-SPS COMIMMal
Blast for norrnal, non-Immorsion or buried applbatlons.
9. On concrete, rernovo Qxce so dirt, grease, and chalk by sweep or waleilb�hg7—N
C. Over old c*"s. use swoop blast or high pmasure water blast.
0. Over galvanized steel, surface must be free of wease and oil.
F. When used over MC-Zlno, use 2-4 mils DFT (Dri Flkn ThWen) of MC-Zlno.
F. Over aid tW* adherent 9Mxy tar, M power wash or solvent wipe.
Note-, This procluct and most Wasser urethanes are des" to adhere to poo4 ptpared
surfaces such as old paint, tightly adherent ruat, and poorly dmrvd surfac#6; however, test
patches should be made when good surface preparation Is not po"Ible.
Ill. Coating
Applij one or more coats ot Wasser MO -Tar by brush, railer, or sprity at 4-8 0 FT per ooal.
1. Use M&Tar at 10-12 rdis to replace 16-20 rrils "10al coal tar epoxy on steel orconcre-Tv.,,
2. Use a-12 mils MC -Tar to reVace 40-80 mOa hot dipped tar on concrete, or burled or non-
3. Use 6-10 rnlls MC -Tar to replace 40-80 mlls hot doed tar on galvantzed surfaces,
W';� �;;L _Z_� C cv- 4 — (D i&.A I
MA
Q
SEP-10-190 MON 10:59 HIGH—TECH TEI- NO,'2CE-850j—f7 #297 P07
-Application Guide
H 10 N - 7 E C N C 0 A T I N 0 8 Waterworks, Wastewater, Pipeline
Description
Preparation
First Cost
5scono Co
t
Third Coat
Material
DFT
Material
DFr
material
DFT
(see no 1)
(on rM 2)
Genervill ftellwork
ImmerM In fresh
or Saft Water
10
MO-711M
3
MC -Tar
6
MC -Tar
6
Previously PaInted
PP1
MC-21ric
Spot
MC -Tar
4
MC -Tar
4
Where Color
Is Requirad
10
MC-Zhlc
3
MC-Forrox B
3
IVIO-Ferrox A
3
CMOs, I aft
10
MC-Zft
3
MOTar
6
MO -Tar
0
Whore Color
Is Rwplred
10
MQ-Zft
3
MO-Ferrox B
3
IVIO-Ferrox A
3
peftelodge
10
MCZIne
3
MO -Tar
0
IVIG-Tar
6
Radisill Oftiners
TM*h Rafte
10
MO-ZlInG
3
MG -Tar
5
MG -Tar
6
Stml Empos
to 96"ge
PH 4-11
10
MO-ZOM
3
IVIC-Tar or
6
MC -Tar or
6
MC-Forrox B
3
MO-Ferrox A
3
PH 2-12
10
MC-Ferrox 8
3
MC-Ferrox B
3
MC-Ferrox A
3
Concrete 04wwr
BT
IVIC-Tar
6
MC -Tar
6
Over Od Epoxy Tar
FF1
MC -Tar
6
MC -Tar
6
Pipeline
Buded
6
MC-Zlnc
3
MO -Tar
6
MC -Tar
6
Immersed In Fresh
or Sal Water
10
MO -Zinc;
3
MO -Tar
6
MC -Tar
6
Above Qmnd
6
MO-ZInc
3
MC-Ferrox a
3
MC-Ferox A
3
Previously Painted
13151
MO -Zino
Spot
MC-Ferrox B
3
MC-Ferrax A
3
To Replue Hot Tar
PPI
MC -Tar
6
MC -Tar
6
*A11 Wasser systems a
e recommenj
for use wfth cathod
r "I
Ion.
Note: I -SUOfts, plow 0"
Q) a. Where Wasting Is done the number I* the 5SPO-SID number, le, SSIOC-8126 Commerolml Is 6,
b� Where old coating Is not removed the number will be MI. This is sweep blast or power wash wO spot oleanIng or blastIng of
spot comnlon.
c. Blast Track or SlastIng of corcrute Will tle &T.
2. OM Is the dq film thIckrwme. tarmult the IndIvidual data shoot for coverago at this DFT
0—
SEFI-10—*90 MON 10-.56 '10 SSER HIGH—TECH TEL NO:206—Erz) 4 7 #297 PW
$00 bY V9141IM: 01.0 12,0%
WOW 10.5 * 0.3 ba
H 0 VOO: Less ftn P-8 lWgW
N
a coversp M 0 MIS: 160 ft
A , RecoatsURty: Anythe after 4-6 hours
L 0 TemperaWre resistance: Wet, 1005 F conflnuou5; dry, 2406 IF continous
D a Flash mW: Move 9V F
A
T # Shoff Iffe: 6 mordhe from date of shipment, In unopened original oontalners stored at
A ternperatures below 851, F
p
- Civer bare e", we GGPO-81710 Hear WNto Moist for Immersion, wW SOPO4PS Commerclial
R
Most for normail, nonrImmerolon or burled applications.
9
E
- on eancrello, remove *moss@ 4K grea", " ehalk by sweep or water blasting.
U
R
P
A
9 Over old oolatings, use sweep blast or high pressure water Watt.
r
R
6 Over galvanized steel, surface must be fres of grasas and oil.
A
A
# When used over MO-Enc, use 2-4 mills DFT (Dry Film Thickness) of MC.Zlnc.
C
T
s Over old 4htly adherent epoxy tar, use power wash or solvent wipe.
E
I
0
Note., This prockjot onal most Wasser urethanes we desloned to adhere to owdy orsoared surfaces such as old
N
point, Ighq a won rust, and " eboned surfam; however, lost paW*s should be make when good surlince
preparation Is not p*W*.
0ansuld VM PaIntina 1=0
A Us$ imV MC-TNnnsr
P ApM&t4-7ml1sDFTP9rcoa1. Avoid single applWons above 10 mils DFT.
P On ftes! #V over MO-Zina N posablo. This glvn cliahodic poevion I there Is any mechanical damage.
L D . core minlinum 4 hours between costo a! minimum M relative humldky and 40-ov F. If
I humidity Is 10410% or tonmrsturs Is 254CM F. allow more time between omft FlIme above 6 mile OFT
A Muka, longer dry tirnso.
bs Immersed dw arm hour. If adelftlemall eaets are required, Immorolom Is permitted between coats.
Tever mill *ohs amcl reeklue must be washed away bo%re reme mg.
0 Mollon WasoorMOmrstheine may be appW I& damp ourfacee at very high humiftes. AvolclaOlodtlon~
N obvkws wet d"s or puddes of water. Av*W dppkg a damp or wet brush or roller back irft the point ropootody br
bM P*Ws of dma vAftLit using mom mft Inuoduche water IMD the Point con cause collina.
P
This product Is for lndustrW use only.
$ I
jA mnma; vapor and spray mist are hwrdul. 0onsult the material sialety data shoot. Use an
F U &Wmvvd respirator In confined areas when brushing or rolling. Use a positive preawre air flow
T T hood when expood to spray mict or overspray, ftted skin and eyes from contact. This
Y I
0 product contains organic solvents and polylsocyanates. Do not use N you have a chronic or
N
allergic maction to Isocyanates or organic solvents.
wgsm Ngh-Tach Combngn wwrmn ho Fackmo M OR MW *M OVNM In M&W40 WV Wor"ana"O. wow MV1-'TQM Coamp am
owanismofWadum notoonloffftingto this Warranty worodho nomwhrmhS Products. Any
Vf cMmunftrheftnmtymnttiamadebyBuywtcWuwHlgh.TechCoadnpinwlingvAtNnflys(S)dapofBLWa41=mwyofftda�MW
A OploA but In me ~tIsW #w 0* *q4raslen of ft aWlqWo ohelf 619, wain man1he from dw dMKwy dow wtilclvavo isoarrw. Buyves
R isl1wre is nodly Weaver H10,Tech Ccalnoil of such non-conbirltance a required hereir shsII bar Buyw from rowim under this Warranly.
R Wa&wHoh-TachC4&*VomemnDotwwm#osmmrgrtgtmproduca. No*orwaffandst,whoftro*m,imMled,mewulory,
A won wilcularpm"ve, "lap*. In moonnt shalt Weaver Hoh-Tech C"9"s be 40s, for
N ansamMotdoll damseis.
T to to L= ofthe produm fflads by W�r High -Tech Cioatings, whether In Its achnical Iftbraturt.
Y win slow is fe spealkinwq, or =,libuoll on dOWWW"d 0 be (0100; hmm, Me pamiucaaM WwWon am lnwWod for
use by VL"n hat" mqLmm skill am knour-tow in the Mary, W therMn It Is lor Buyer w 900Y MW of ft MANWIlly of ft pro"M
for he ~ limidadar um &gd It shall ho dearned to BWer has dwo w. ath nab dlawedon and Ask. V&Iatfom In wAmmwant, Ow" In
MOMM alum, at*xWelailon eldwrmq uu unatisfacu"rautu.
11�
LMr OP WMiL"Y - Wssaoe% M&WIV on any aWm of any kkW, WiMudn# alaJrns baeod Lpen Waoseee negilgenew or strial 1"Ity, bw
any Ion or darnago wising out of. amweelsel with, or nesuillng him the �= of the Products, shall IM f1b aM *Mod 00 Purchase PAN
to W do ~ give das to dm claim. In no swei r "I Wassor be Mile for consequertle! or IncIdenial
BEF-10-190 MON 10:56 HIGH-TECH TEL NO:206-850- 7 4297 P06
'0'5� W .
[Prignmoo
MO -Zinc MW varagglo, @may jo uee, x1no doh coating.
MC-GR PrImerfTop0oat Scolalty PrImertboating with chemical resistance for steel and
la UmInum.
Wic-Ferrox 5 Unique MIOX coating with many use@. OW poesible primerl
Interme0late on previously palmad brldgea and meAno steel.
Colore and metaillos.
MC-Intermadlate Universal pHrrierAntermedlate In marine atmospheres,
MC -Luster Intermediate Low gloss, aliphatic, long We exterior coating or colored base cost
under MG*ear. Colors and metaillos.
= 7=�
MC-Shleldcoat Super color coat. aliphatic long life exterior ooating. High glosso
chemical resistant coating on structures and floors, All colors.
Mr-Werrox A Unique MIQX aliphatic coating. LongW life of any urethane.
Many uses, brldges, chernIcal, Marine. Colon; and metallics.
MC.-Aroshleld Arornatlo version of Shleldcoat. Hlyh gloss, chemical resistant.
I
.Interior or clow y exterior
MC -Tar WHOX,orreg IRr SUPS F coati ng to replace coal tar epogy. Usewlth
r�apld Immersion on splash zone, pipeline, water -works, marine,
and pWar mill.
mc-clou Mom durable chomW realutant, all hafl@ @@&On@. Super high
?lose on woo(l, concrete floors. Long C cloa=at over W-Lustor
n1jormadlate and MO-Forrox A. InduWal, madnQ, autornallvo.
MC-Arodear Same properties as MC -Clear, but for Interior use.
0
apdslv caognpo
MC-GonSeal Sulfide resistant sealer/coating for concrete pipe colors and clear.
MC.-Antigraffitl Clew All the proponles of MC -Clear, but repels everything, Ice. marldng
pens. paint. dirt. Very light slable.
MC -Aluminum PrIfflGF. tOPCOat In metalile colors and silver. Recoats weathered
galvanized steel. Incapsulates rust, Universal costing.
Note: All of the above p"cts can be applied In cold, darnp or high humidity atmospheres and
osn be Immerwd after one hour.
-296
SEP-10-190 MON 10--57 Z7 HIGH-TECH TEL NO:206-950 0 7 U297 P05
0 H T E C H C 0 A T I N G 5
SUNGLE COMPONENT MOUSTURE CURE URIETHANES
Highest Performance Tmuble Free Application
- Maximum Coating Life . i,
0 Best Corrosion resistance Oan W appliud on oold dump 3urfaous
- Broaciest range of gonerai oherriloal at temperatures Wow freezing
resistance at humidities to 99%
- Urethane flexibility, weathering and No dew point restriction
abrealon rGaletance
0 Outstancing color and gioss retention
Simpie to Specify
- Fewer application delays
- Year round application season
a VOO oompllant
-��Does not require an approved applicator
LOVELLSAU'&Ai�& ASSOCIAT
2* C.
19400 83rd Ave. W. Suite 0
LYNNWOOD, WA 98036
LIETTS OF -TRUSED VUL
9
Phone (206) 775-1591
TO _C IT-/ OF EDr--0L0tjMCz1V&r)
JUN 2 issn
gn P., ENRIAIpp-alm
1 NUJ FILE �fj!;j
WE ARE SENDING YOU ;��Aftached El Under separate cover via—
• Shop drawings El Prints Plans
• Copy of letter El Change order F1
0.
DATE 7`5� -12)1(0
ATTENTION L L EYL
RE:
0 Samples
the following items:
0 Specifications
COPIES
DATE
NO.
DESCRIPTION
_Z_
.
THESE ARE TRANSMITTED as checked below:
0 For approval 0 Approved as submitted
El For your use El Approved as noted
1)?� As requested El Returned for corrections
El For review and comment 0
0 FOR BIDS DUE _19—
REMARKS
El Resubmit —copies for approval
• Submit —copies for distribution
• Return —corrected prints
El PRINTS RETURNED AFTER LOAN TO US
COPY TO SIGNED: U� '-SN�11 U 9_1
PRODUCT 24D.2 J� Im, GroWn, Ma% 0 14 7 1. If enclosures are not as noted, kindly notify us at once.
0 P&
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M E M 0 R A N D U M
June 11, 1991 STREET FILE
TO: Dick Mumma
Building Official
FROM: Ron Holland
Water/Sewer Supervisor
SUBJECT: ACCEPTANCE TO THE NEW LIFT STATION Q-rq WAior— X,<,-r-S
In regards to acceptance of the new Lift Station for sanitary waste
for the Third Ave., Park Apartments.
We have inspected this facility and found the following changes are
needed in order to finalize this project. These changes are currently
being worked on and should be completed in no time.
1. Brackets for floats are to be relocated by pump tech
incorporated as per City requests.
2. Locking nuts on electrical panel are missing.
When these changes are completed the City will grant full acceptance of
the lift station. These changes are to be completed in two weeks.
RH/ho
cc. Lyle Chrisman
NULIFTST/TXTSEWER
W EST & Assoc,ATE5 41--) 6 7,S - � C)
HONG 0 construction inspection *RECEIVE,)
Geot!t�hniycl ring - HydrogeologY . Materials Testing
ee;
7 1991
INSPE9TION REPORT E NEE I
r/NEE
C,1141t,�j4 A A
'AA DATE:
PROJ FECT: GENERAL CONTRACTOR:
LOCATION: 7:3/ 0-* RE
CONTRACTOR'S P
IVE:
JOB NuMBER: oco OUR REPRESENTAT
SUB. CONTRACTC)R-. 4Y (hXL_
Fil
PERMIT NO: -------
ARCH: eli C_ SUB.- REP-
Z7
ENGR*
—ALL
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411
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Ottice Copy - . White Job Site COPY - Yellow Inspectors COPY - Pink
HONG CONSULTING ENGINEERS, INT.Sclel'qloil
o GeotechnicoJ Engineering a Materlol Testing o Construction QuoJit �6
_y Control h7t IRNG
FIELD DENSITY REPORT
r
Pro j e ct,
est Apparatus, Mach No .. . .......
Address:. 7315- 57- S W SToil Description: ..... Crx
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Job Number: T le�r alto!/ Ai .. ...... C "S)ol I
-77. .......
Date Tested:. By: Specified Compaction:
Client: ... Compaction Standard: /�'�'7-4-1.
Minimum Dry Density: PC F
Maximum Dry Density: 710, PC F
.......... - .
Attention: Optimum M.C.:
7,0
... ................
Test No.
Location
'CZ0
tit
Elevation
6
3 /5S.
.... Wet Density PCF
-5-
133.11
M, 71 0. ... ..
....
M o i sture Content %
1113
71
Dry Density — PCIF
0
Compaction — %
/Ab,O /d7b*/ —1
Test No.
...........
Location
...................
41
......
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Elevation
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Wet Density — PCF
139,S
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Moisture Content %
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Dry Density — PCF
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All tests performed in accordance with ASTM
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M E M 0 R A N D U M
May 22, 1991
TO:
Ed Somers, Associate Planner
FROM:
Gordie Hyde, Engineering Coordinator
UJ
SUBJECT:
ADB AGENDA COMMENTS
ADB-38-91:
Applicant to comply with
Ordinance 1924 regarding storm
drainage. Right-of-way
construction permit required for
driveway approach.
ADB-43-91:
No comment.
ADB-45-91:
No comment.
ADB-46-91:
No comment.
ADB-51-91: No comment.
ADB-52-91: No comment.
I ADB-53-91: No comment.
ADB-66-88: Suggested revisions for parking is okay, except two (2)
handicap stalls required.
ADB-37-90: Final civil engineered site plans to be approved by
City Engineer.
ADB-123-90: No comment.
ADB-31-91: College Place traffic mitigation fee required.
Driveway width to be a minimum of twenty-four (24)
feet. Incomplete submittal. Engineering will not
review.
ADB-32-91: Driveway width needs to be fourteen (14) feet curb to
curb or show gutter. Access easement to be improved to
City standards or remove westerly access. Right-of-way
construction 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
Av rt) - �61
9 0 9 C�
May 14,1991
CITY OF EDMONDS
250 - 5TH AVE N - EDMONDS, WA 98020 o (206) 771-3202
COMMUNITY SERVICES:
Public Works a Planning a Parks and Recreation a Engineering
Mr. Bjorn Thuesen
Thuesen Inc. Realtors
322 Main Street
Edmonds, WA 98020
RE: Temporary Occupancy
Mr. Thuesen;
STRr- R-11-E
RE:CE:1 Ve 1)
14A Y L D iq� ,
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
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 21 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. 'Me 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.
PU13LIC 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;
I . 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 Ile-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 bei 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.
Sincerely,
BT: pn
BibRN
U_-_'U1E6EH1NC.
322 MAIN STREET - EDMONDS. WASHINGTON 98020 775-1953
June 22, 1988
FILE
Ms. Lee Francis, Associate City Planner
City of Edmonds
250 - 5th Avenue North
Edmonds, WA 98020
RE: Architectural Design Board review of City Park Apartment
Complex; 430-3rd Avenue South.
Dear Ms. Francis:
In answer to your memo to us I would like you to include the
following conditions with our application previously submitted.
We are attaching a copy of your memo for your reference.
1. D.O.E. approval of sewage pump station will be applied
for and received prior to our submitti'ng building plans
for the project. This per our consulting engineer,
Lovell-Sauerland & Associates.
2. Temporary erosion plan will be submitted with application
for building permit.
3. The wetlands boundary was determined by the environmental
consulting firm of Shapiro & Associates. The report was
submitted to Mary Lou Block and she responded by letter
to us, the recommendation contained in which we are follow-
ing to the letter.
4. Hydraulics permit should not have been obtained. We do not
intend to trespass past west of the wetland boundary and
intend no construction of sidewalks, etc. on wetlands property.
5.
Emergency access
is optional
by the
City.
6.
We are going to
eliminate the
gate
in our final plans.
... continued
N
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.
BT: pn
enclosure
cc : Mary Lou Block , Manager of Planning
-NCO
X,
AIWl t,�S
vel 41
iso,
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"a a I/C I
'Tee
L
4. Cl,'F.r.OF* EDMONDS
SERVICES DEPARTMENT
���HT'_OF-'W,,�Y CONSTRUCTION'PERMIT
A. 9 Owner- . Snohomish County'PUD No. 1
Name
. . P.O. Box 1107
Permit No.
Issue Date 7
B. 0 Contractor:
Name
Mailing_Address Mailing Address
Everett, WA 98206
City State Zip City State Zip
Lorren Patchett 347-4353
Project Eng =UX=KdfNWUbU Telephone Number
C. Address or Vicinity of Construction: 430 3rd Ave S
6W '7f
Type of Work to be Done: Qpen cut 3rd Ave S to construct a 1phase distribution Zine
to serve City Park Apts W
D. 0 Work in Connection With: 0 Sub or Plat El Single Family El City Projects
El Commercial El Mul*mily '111U, Wity
21 50'
E. 0 Pavement Cut: E Y El N F. 0 Size of Cut: X
APPLICANT TO READ AND SIGN
INDEMNITY:. Applicant understands and by his signature to-this-anpli agrees to, hold the City of Edmonds,
harmless from any- injuries, damages, or claims of any kii 'criptipp.'�rh og r, fpr n_orrzri �orseen, that may.
. P
ployees, incl ding �71 ed
be made against the City of Edmonds, or any of its departments or eal o not li to the defense
of any legal proceedings including defense costs, court costs,�'and attorn I fe s by reason of granting this permit.
THE CONTRACTOR IS RESPONSIBLE,FOR WORK4)ANSHIP AND MICR)IALS FOR A PERIOD OP ONE
YEAR FOLLOWING -THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK.
Estimated restoration fees will be held until the final street patch is COT, I t U by City forces, at which time a debit or credit will be
processed for issuance to the applicant. T .
• A 24 hour notice is required for inspectio ' n; Please call Engineering: 771-3202
• Work is to be, inspected during progress* and at completion.
• Restoration to be in accordance.with City Code. -TH E.
• Street to be kept clean at all times. STREE
9 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.
9-13-90
Signai Date:.
Owner or Cont cior
T is P �rm
h it Must be Posted at the Job Site For Inspection Purposes
Call DIAL -A -DIG Prior to Beginning Work
�. APPROVED BY:
Z Time Authorized: Void after -days.
Special Conditions: NO UPE_r4 C_uli
V) -3e, -1 TY
D Ro#.0 15cif ent41_)(' Ot4 NgRMAU RCWESTa C
SHAL.L ALt-OW RQA'D CUT QN TH15 PEKMIT 7 w (;t H
FA�,F_o 0tJ Cow0l-1`10NS ot4 OTH6K CONSTOQ(,-MONJ�
RELEASED BY: Date
31to AVC AA10 6Vr_14L#11y',
NO-,WOR . K�TO BEGIN PRIOR TO PERMIT ISSU)kNCE
PERMIT FEE: VU42
Restoration Fee:
Receipt No.:
Fund I I I Fee:
Street Cut Dimensions: x
INSPECTED BY
. . Eng. Div. March 1989
FIELD INSPECTION
I I - Route copy to Street 11ept.)
Comments:
Diagram:
CONTRACTOR CALLED FOR INSPECTION 0 YES 0 NO
Partial Work Inspection by P. W.:
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
Fng. Div. JuIv 1985
0
CITY OF EDMONDS
250 571-1 AVE. N. - EDMONDS, WA 98020 - (206) 771 3202
e
COMMUNITY SERVICES:
Public Works * Planning o Parks and Recreation 9 Engineering
890 . 1 99
.?— -U
September 16, 1991 STREE r FILE
Bjorn Thuesen
Bjorn Thuesen Inc. Realtors
322 Main Street
Edmonds, WA 98020
LARRY S. NAUGHTEH
MAYOR
PETER E. HAHN
DIRECTOR
h,j,� �11�71�1
RE: Quit Claim Deed for Fence at City Park Apartments
428-432 3rd Avenue South
Dear Bjorn:
We received the subject quit claim deed but unfortunately the
land you are deeding to the City already belongs to the City.
What we need is the fence deeded to the City with a clause
stating that repair, maintenance, and liability of the fence will
be the responsibility of the owner/owners of City Park
Apartments.
If this is not satisfactory to you, then the fence will have to
be moved to your property line. If you have any questions,
please call me.
Sincerely,
Lyle Chrisman
Engineering Inspector
LC/dm
Enclosure Quit Claim Deed
cc: Dick Mumma, Building Official
Street File
Thuesen
B:\Word
9 L��
Alberts E
o Incorporated August .11, 1890 a
Sister Cities International — Hekinan, Japan
UIT CLAIM DEED
THE GRANTOR, BJORN THUESEN, INC. , for and in c-clsideratior. of
mutual benefits to be derived, convey and quit claim tc the City of
Edmonds, a municipal corporation, the following described real estate,
situated in the County of Snohomish, State of Washington, including any
interest therein which grantor may hereafter acquire:
The westerly 2 feet of that portion of 3rd Avenue South in Edmonds laying
easterly of the south 48 feet of the easterly 400 feet of the north half
of the northwest quarter of the northeast quarter of the northeast quarter
of Section 26, Township 27 North, Range 3 East W.M.; EXCEPT the north
190 feet; and,.EXCEPT roads.
together with the right to make all -necessary cut or fill slopes on the
land of grantor's adjacent to the above -described real property in
connection with the construction, maintenance or improvement of the
above -described real property for purposes of a public roadway.
DATED this day of 1 (1)
111-XIA40:-�Cl
..... ysllc�
-xCK'\0W'LEDGN A PEPRESENTATfVE CAIP_Ac__I&F��
IENTI'\ \AOTA/?,�
�7 j;
BLI�
Q�
Snohom-ish
n
___J�jorn ThueS_Q_.__.___
S�a- he indiviciLia,(S)
-v ;1'. m—ed that wa� Ntc._ to
-1 a7t� ackno-, 1
V.C-_qed iz as 0he
d rn_Thu_e_sen__, Inc-.-----
e n t
free _�-Ic of S-.__!- 22:1%- for �hc- Use-S and pu,-poses �,e instrunnept.
Y ru 11 I-Ic FOR -1 i: E E �TNGMN;
t, 11 IC T_
Mv z�?,.z__
M AU
BJORN
THUESENINC., REALTORS
322MAINSTREET - EDMONDS. WASHINGTON 98020 775-1953
a "`TRE"'-T FILE
t
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
CITY OF EDMONDS
250 51 H AVE 14 - E DMON DS WA '-180,'() - 171
COMMUNITY SERVICES:
Public Works o Planning o Parks and Recreation e Engineering
1 8 9 0 - , c) 9 -
I
September 16, 1991
AP% %. -
Bjorn Thuesen
Bjorn Thuesen Inc. Realtors
322 Main Street
Edmonds, WA 98020
LARR, S [�AU(-' HTFN
BUILDIJVC
SEP 8 199,
RE: Quit Claim Deed for Fence at City Park Apartments
428-432 3rd Avenue South
Dear Bjorn:
PITER E. HAHN
DIIIEUTOR
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 / 4
L le Chrisman
Engineering Inspector
LC/dm
Enclosure Quit Claim Deed
cc: Dick Mumma, Building official
Street File
Thuesen
B:\Word
e Incorporoted AUgLlSt 11. 1890 0
Sister Cities International — Hekinan, Japan
a
QUIT CLAIM DEED
THE GRANTOR, BJORN THUESEN, INC. , for and in �-cris-lderation of
mutual benefits to be derived, convey and quit claim tc -L.Iie City of
Edmonds, a municipal corporation, the following described real estate,
situated in the County of Snohomish, State of Washington, including any
interest therein which grantor may hereafter acquire:
The westerly 2 feet of that portion of 3rd Avenue South in Edmonds laying
easterly of the south 48 feet of the easterly 400 feet of the north half
of the northwest quarter of the northeast quarter of the northeast quarter
of Section 26, Township 27 North, Range 3 East W.M.; EXCEPT the north
190 feet; and, EXCEPT roads.
together with the right to make all:necessary cut or -fill slopes on the
land of grantor's adjacent to the above -described real property in
connection with the construction, maintenance or improvement of the
above -described real property for purposes of a public roadway.
DATED this day of 19
,ow 1114-7,IA40-�Cl C7�
got
dp'�11 lo�
? ly
f,
.ACK__1\0W'LEDG_MENT IN A, REPRESENT,./k 7E CAPAG:Iare
T Q 0 TA R cp
000
C=* 0
PUBLI�
Snohomish
$too WASA:-
CVIC hat Bj r Thuesen
the individuai(s) vnc
to cxcc�!-,o th� ani� ?&novic--ged iz as the
President __B�oi�nUhuesen, Inc.
�F� . 70
`-e free 2c o-- �o- �he uses and purposes meniionc� i.i the instn—u-nent.
9/
N 0 R Y P UHUC FO�, 7 �i Z S E �'XIS�i!NCTON;
q:iy P-1 Ic I
Mv a,)Doin 71-11 Az
. . .. . tment
p - � �p
S E P 13 1991.
ENGINEERING
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NOTICE
TO PERMITTEE AND/ OR OWNER
El PARTIAL APPROVAL
El VIOLATION
N CORRECTIONS REQUIRED
NO PERMIT - STOP WORK - REMOVE CONSTRUCTION OR OBTAIN
El PERMIT AND MAKE WORK COMPLY WITH BUILDING LAWS.
CONSTRUCTION IS NOT IN ACCORDANCE WITH "PROVED PLANS
AND PERMIT - STOP WORK- MAKE EXISTING WORK COMPLY WITH
APPROVED PLANS AND PERMIT OR REMOVE IT.
El STOP WORK - UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR.
V;-A CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN
BE APPROVED.
WORK DESCRIBED BELOW HAS BEEN INSPECTED AND IS APPROVED.
CONTACT INSPECTOR AND RECALL FOR INSPECTION.
ARRANGE FOR APPOINTMENT.
0 C elA J4
AA:X 1AWWU,0
4��
W l 70
,3. Al. /,,o
THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN
DAYS OR PENALTIES IMPOSED BY LAW MAY BE APPLIED.
FOR INSPECTIONS CALL: 771-3202. El BUILDING DIV.
V,.Az &P* - 0 PUBLIC WORKS
ZINSPE!OR�� El FIRE DqT.
uil I ur DATE
EDMONDS 19 oKwt$ee4
-Im \-11) U
gq BibRN
THUESENINC., REALTORS
322 MAIN STREET - EDMONDS. WASHINGTON 98020 775-1953
STRE.L.. F11
May 13, 1991
Abel Curbing, Inc.
P.O. Box 1862
Everett, WA 98206
Gentlemen:
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.
S i n c e r e I y ,
B T / j s
N C .
BjbRN U 0
U [�BE H INC., REALTORS
322 MAIN STREET - EDMONDS, WASHINGTON 98020 - 775-1953
'E F I L E
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:
P/ M
Rece,
V
WA Y 4.1U91
EN61"IFRING
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 ,
BJORXYHUESP1--,�INC
/Thuesen,
dent
BT/js
-7b
A-1-14 /Z 4 0 IVA 4 .10-:
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71
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. 6e;7,,de--
13
STN"EET FILE
TO: Dick Mumma
FROM: Ron Holland
SU=: CITY PARK APARTMENTS
JR -.;.A t
APR 2
P[?-:R.MIT 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 off, alalm' 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 electrical boxes.
5. Manhole lid on valve vault must be reset and mudded so as to
allow no leakage around base and must be aligned with opening.
PREVIOUS
REPORT No 0
TO:-
CASCADE GEOTECHNICAL, INC.
12911 N.E. 126TH PLACE (206) 821-5080
KIRKLAND, WA,&NGTON 1 980 - 34 FA,,&� 6)1-223-2203
E zz
all
7:emxgq�?��!
ATTN:-
THE FOLLOWING WAS NOTED:
IV
AjAj
D A T E�/
PROJE T
�COCATION ------------
Z7� xl%,Ik -
BLDG. PERMIT NO.
OWNER
WEATHER
S611�41�-ll R tl:-
TEMP. AT AM
c E I v RD PM
ENGINEER
AIJR 3 0 1891
ARCHITECT
ENGINEERING
CONTRACTOR
I/
<
50
'T�- x,
10-7 / � -
0!!!:�N a
75 -!06' eo .1.6 /37-,3 '13613 /Co
0 /39.3 / / '�-5
04
C- C) I I E S T C: (A FIELD
PY I SA TA�-La�' REVIEWED BY ZI ",
Gj�
00 y4 S'D
30 1 1 �'A'A �
V0011 C00119
STREET FILE
MEMO TO: Dick Mumma
Building Official
FROM: Gary L. McComas
Fire Marshal
F/y - , � C Yr -
M
January 17, 1991
SUBJECT: SECONDARY ACCESS FOR 29 UNIT APARTMENT AT
Tj-b--3-R-D---A-V--E—NUE SOUTH
19"6c-
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 t.he grade t.ransition would be very difficult and several
solutions were investigated. It is now apparent. that, there is
no pract.ical solution.
--- ::2-
2— �'
GLM: be
PROJECT TL
5 .............. PROJ. # ...........................
CONTRACTOR .......................................... DATE.�� ................
WORKERS -ON SITE .........................................................................
............................
-ST-Rit i 'FILE ......................................
E,QUIPMENT ON SITE .......................................................................
.............
WEATHER .................. TEMPERATURE .................................
DAILY ACTIVITY (AX/P.M.)
L�r2
.......... ................ ....... ........................
o;jrAy/.r-yq-r y
................... ..................
. . . . . r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ..... o ...........................................
........................................................................................
FOLLOW—UP TESTING .........................................................................
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
CITY REPRESENTATIVE ..4141 . ........................... DATE/TIME ........... ............
PROJLOG/TXTFORMS
PROJECT .......... PROJ. # .....................................
CONTRACTOR .............................. .............. DATE. I.q "JOL ......................
WORKERSON SITE .........................................................................
EQUIPMENT ON SITE ........................................... .............................
........................................................................................
WEATHER .................. TEMPERATURE 'Pnq?� ....... o ............... o
DAILY ACTIVITY.(A.M./P.M.) ..............................................
40 .. 4-4 4eV-e-. ffA�2�.. o"w
....0.........................
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........... o .........................
.............. o .... 72t A er... At
...................................
44
4?4 ........... o ................................. o.
......................................................... I . . . . . . . . . . . . . . . ... . . . . . .
COMMENTS (CONVERSATIONS, FIELD PROBLEMS) .................................................
FOLLOW-UP TESTING .......................................................................
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .
CITY REPRESENTATIVE ......... DATE/TIME.*/-.fo ....................
PROJLOG/TXTFORMS,
PROJECT.............. PROJ. # ......................................
CONTRACTOR............. i ............................. DATE.Z�.��.7R ................
WORKERSON SITE .................. I ...... ................................................
EQUIPMENT ON SITE ........................................................................
WEATHER X�W �. ................. TEMPERATURE .....................................
-DAILY ACTIVIT Y (A.M./P.M ........................................................
Po .4v .:P-4 .........
...................................................
................ ...................
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.............................................. ............... o.. o.
o ............................. o 0 ........................ o .........
............................................................... o ......... 0 ..............
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COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................
FOLLOW—UP TESTING ........................................................................
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.............
CITY REPRESENTATIVE I .............. DATE/TIME.
PROJLOG/TXTFORMS
0 0
PROJECT AelS .............. PROJ. # .....................................
CONTRACTOR 7'±AJ.E�5� ................................. DATE. ...................
WORKERSON SITE .........................................................................
........................................................................................
EQUIPMENT ON SITE ........................................................................
WEATHER CLQJ9�r ................... TEMPERATURE .9P .....................................
DAILY ACTIVITY (A.M./P.M.) tm�� 13.0-1410
......................................................
Z
, 1'..Fo OF.-. —t�to. ..........
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .
........................................................................................
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ao
.... ..................................
COMMENTS (CONVERSATIONS, FIELD PROBLEMS) .................................................
FOLLOW-UP TESTING ............................................................ I ...........
........................ 7 ......................................................
CITY REPRESENTATIVE ........... DATE/ T I ME.
PROJLOG/TXTFORMS
0 0
PROJECT ............ PROJ. # .......... ..........................
CONTRACTOR ......................... ................... DATE.14. �*�lb ....................
-WORKERS ON SITE ..........................................................................
EQUIPMENT ON SITE ........................................................................
........................................................................................
E A T H E R fAf.asli. 45� ............ TEMPERATURE 45_!�� ...................................
DAILY ACTIVITY (A.M./P.M.) ....................................
4�4 . I A41 �.. T XP% . ..........................................................
.................... .
151 o ob zirp I ez "AD s;
.............................................. .......................................
................ ; .......................................................... * .............
......................... o..00 .... o.o.o .................................................
....... I .................................................................................
........................................................................................
........................................ ................................................
COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................... ! .............
J.g. ............................................ 6.0m.
FOLLOW-UP TESTING ........................................................................
......... . .
.... .............. ...
'CITY REPRESENTATIVE -7
.................. DATE/TIME . .....................
.PROJLOG/TXTFORMS
0 0
iw tot?
PROJECT, ................... T .............. PROJ. # ......................................
CONTRACTOR . 174WI4�* .............................. DATER� .................
WORKERS ON SITE .......................... I ................................................
.........................................................................................
EQUIPMENT ON SITE ........................................................................
........................................................................................
........... ...... TEMPERATURE .................................
WEATHER
DAILY A CTIVITY (A.M./P.M.) .................................................
i� �lvkl- . f�lyprv.w+. 6"kel-SP. �< �V.. m je-:� ...................................
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COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................
FOLLOW-UP TESTING ........................................................................
..........................................................................................
CITY REPRESENTATIVE ................ DATE/TIME. ...........
PROJLOG/TXTFORMS
0 . 0
PROJECT, ftrq. ................ ... PROJ.. # ...................................... .
'CONTRACTOR .................. ................... DAT E. .....................
'WORKERS ON SITE.,,.6i ....................... o ................................................
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
EQUIPMENT,ON SITE .......... ................................................................
....................................
WEATHER ..................... TEMPERATURE ...................................
DAILY ACTIVITY (A.M./P.M.) POW. .................................
......... .......... . ........................................
.. �llos
*ooT).V. Koo. h�. o po
. . �oi
...........
...............................................................
.........................................................................................
............................................................................
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . .
COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ..................... I ............................
. . . . . . . . . . . . . . . . ... . . . . . . . . . . . ! .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . .
. . . . . . . . . . . . . . . ... . . . . . . . . . . . ... .
..........................................................................................
. . . . . . . . . . . . . . . . . . . . . . .
.FOLLOW—UP TESTING ........................................................................
.......... I .............. .................................. .......... ..
CITY REPRESENTATIVE ... DATE/TIME
PROJLOG/TXTFORMS'
PROJECT ................. PROJ. # ......................................
_T�Au u1sr-A
CONTRACTOR .......................................... DATE.9 ...................
WORKERS ON SITE ..........................................................................
EQUIPMENT ON SITE...-i .............................................................
........................................................................................
WEATHER j�Lf*�ol .................... TEMPERATURE ',9'66 ...................................
DAILY A CTIVITY (A.M./P.M.) ......................................... ..........
ow v;i.4 S -p o
................... ..
Q'COD' OfN 0 -PD P11 P-4 P 5TA,
.........................................................................................
�Ao 4r- M' -w &F p 1 0 p P -611:�_' -175' * DP41�_
.........................................................................................
A y P?� AT
............................. ...........
......................................................................
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. . 0 . 0 "o . . 0 . 0 . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . .1
COMMENTS (CONVERSATIONS, FIELD PROBLEMS) .................................... .............
........................................................................................
........................................................................................
FOLLOW-UP TESTING .......................................................................
. . . . . . . . . . . . i . . . . . . . . .. . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . 0
CITY. REPRESENTATIVE ....... ...................... DATE/TIME o ..............
PROJLOG/TXTFORMS
0 0
PROJECT PROJ. # .....................................
CONTRACTOR ................................ DATE.'� ..................
WORKERS ON SITE .................................................................
EQUIPMENT ON SITE ........................................................................
.........................................................................................
WEATHER .................. TEMPERATURE .........................................
DAILY ACTIVITY (A.M./P.M.) ................................................
�op-WETIq-1 DI
..................... kq.
.............................................................
....... I ........................ o ........... o .............................................
COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................
..................................................................................
FOLLOW—UP TESTING .......................................................................
........................................................................................
CITY REPRESENTATIVE ... oo ....................... ..... DATE/TIME ................
PROJLOG/TXTFORMS-.
0 0
PROJECT A-P'T-s ................. PROJ. # .....................................
CONTRACTOR ................................ DATE.). ......................
WORKERS ON SITE ......................... .................................
EQUIPMENTON SITE .......................................................................
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WEATHER* ........................... TEMPERATURE ........................................
I - 1550
DAILY ACTIVITY (A.M./P.M.) J.X L2 ........................................................
DlLy VJA-S K)c-)T
............... . ........................................................
'TD 66- F-tLj-aD 016AC - VC40e(S iz)
....................................................................
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o . o
o . . o . . . . . . . . . . . . . . . 0*-.-.
COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................
..........................................................................................
FOLLOW-UP TESTING ........................................................................
067- 6
......... DATE/TIME ............
CITY REPRESENTATIVE .... .............
PROJLOG/TXTFORMS
0
PROJECT ............. PROJ. # .....................................
_n4a F-SF-"J ZO 5fffv':�e
CONTRACTOR.......................................... DATE ..............................
WORKERS ON SITE ......................................................................
EQUIPMENT ON SITE ........................................................................
WEATHER ..................... ..... TEMPERATURE ........................................
Pu'"p" STytnoO "t+ COSMAtG&FIO ,
DAILY ACTIVITY (A.M.1P.M.) ..................................................
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........................................................................................
T __D
.................................. ..... ....................................
....... I ...................................................................................
COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................
FOLLOW-UP TESTING .......................................................................
................................
CITY REPRESENTATIVE
Z ...............
....................... I ..........
zo�� 7D
. DATE/TIME ....... V ................. .
PROJLOG/TXTFORMS
0 0
P R 0 J E C T ............ PROJ. # ......................................
4
CONTRACTOR ..T P44(�� .............................. DATE. ................
WORKERS ON SITE ....................................................................
EQUIPMENT ON SITE ........................................................................
........................................................................................
WEATHER..��Vj .................. TEMPERATURE ........................................
DAILY ACTIVITY (A.M./P.M.) .........................................
1��o p))PF- - N�L;Ofz- 'rrejcw)c_
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. . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
5q:
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............... o ............................................. o ..........................
COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ...................... oo ............... o..
FOLLOW-UP TESTING .......................................................................
......................... ....... ................................................
CITY REPRESENTATIVE .... ....... . .................... DATE/TIME ..... .............
PROJLOG/TXTFORMS
E
0
P R 0 J E C T -A ........ ; ....... PROJ. # .....................................
CONTRACTOR ................................ DATE. .24 .&-r.90 .................
WOOERS ON SI-TE ..........................................................................
........................................................................................
EQUIPMENT ON SITE .......................................................................
.........................................................................................
WEATHER- 5ci."oq ................. TEMPERATURE q5 _6q ................................. ..
... ..... ....
DAILY ACTIVITY (A.M./P.M.) IA�o ........................................................
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COMMENTS (CONVERSATION5, FIELD PROBLEMS) ................. ........ o ..................
........................................................................................
FOLLOW-UP TESTING .......................................................................
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . .
CITY REPRESENTATIVE ................. ............
DATE/TIME ..... .................
PROJLOG/TXTFORMS7
P R 0 J E C T ............. PROJ. # .................................
CONTRACTOR ............................. DATE. ................
WORKERS ON SITE ..........................................................................
EQUIPMENT ON SITE ..........................................................................
WEATHER ........................... TEMPERATURE ........................................
DAILY ACTIVITY (A.M. /P. M. j.
P -ci o t -, 4 sacA 6.,fz- Fu �-v-, s-r(_y-rto k
. ...............................
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....................
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.............
........... ........................................... ..................
...................................................................................
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COMMENTS (CONVERSATIONS,'FIELD PROBLEMS) ................................................
FOLLOW-UP TESTING .......................................................................
........................ ... ......................................................
CITY REPRESENTATIVE ......................... DATE/TIME .......................
PROJLOG/TXTFORMS
0 I�L-
CITY OF EOUVIONDS
250 51h AVE. N. - EDMONDS, WASHINGTON 98020 - (206) 771-3202
COMMUNITY SERVICES
6 "T"EET FILE
H
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
4,
BRENA DT MARCH DT-
PUBLIC WORKS 0 PLANNING PARKS AND RECREATION ENGINEERING
E I I
I
El
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 little -
used downstairs toilet was left running. The problem
was not detected and corrected until you notified the
tenants in February of an appa"rent 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 treatment facilities.
Thank you for your consideration.
Very truly yours,
J I dZC�. �H a I I
jch/nah
RECEIYEQ
MAR 0 19K)
Punic %ORKS
CITY OF EDMONDS-UTILITY BILLING
ACCOUNT NUMBER
100-09350 102— 1 loo
SERVICE ADDRESS
430
3R() AV S
MA G
NAD
A I D Q_ r—
MLR
E I E A
NS
G S
TELEPHONE
METERSIZE� 3/4 NO. OF
UNITS
SEWER CHARGE 14.91
WATER BASE I>
CONNECTED
YES
SUPPLIER > S
CODING � A W
U RAE DTOS 1 o%
METER NO. 2994
LOCATION
DATE
READ
CONS.
NOTE
DATE
READ
CONS.
NOTE
pp e
910
613
11INn
R C,
Lulf."
_2
I
N.
...........
z
U
OF EDMONDS Permit No. L"
COMMUNITY SERVICES DEPARTMENT
FILEIssue Date
RIGHT-OF-WAY CONSTRUCTION PERMIT
A. Owner:
2C �z B. 0 Contractor: LA—)
Naple Na e
—2—
M�ihn Address ailing.�,dd
Ci
y-f
City S t ite" Zip City State zi'P'
State License Number 'Telephone Number
C. *Address or Vicinity of Construction: 14 --� C) Ve
Type of Work *to be Done: L , 4ze
D. 0 Work in Connection With: El Sub or Plat El Single Family
1:1 Commercial Multifamily
E. 0 Pavement Cut: P Y El N F. 0 Size of Cut: 2- X /0
APPLICANT TO READ AND SIGN
City. Pr �ects:.
01
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 RESPONSIBL ' E FOR -WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE
YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK.
Estimated restoration fees will be held until the final street patch is completed by City forces, at which time a debit or credit will be
processed for.isstiance to the applicant.
e A 24 hour notice is required for inspection; Please call Engineering: 771-3202
9 Work is to be inspected during progress and at completion.
o Restoration to be in accordance with City Code.
o Street to be kept clean at all times.
o Traffic Control to be in accordance with City regulations.
A All*street-cut ditches must be patched with asphalt or City approved material prior to end of working day;
NO EXCEPTIONS.
I understand the above and that this permit must be available at the job site for inspection purposes at all times.
SignaturEj;:����- Date:
Ovrn�r or �ontractor
This Permit Must be Posted at the Job Site For Inspection Purposes
Call DIAL -A -DIG Prior to Beginning Work
APPROVED BY: . S�2_4 PERMIT FEE: 30
Time Authorized: Void after— S40 —days. Restoration Fee:
Special Conditions: &A Receipt No.:
Fund 11] Fee:
Street Cut Dimensions: s
RELEASED BY: Yh Date 1;WJ0 INSPECTED BY Date
I
NO WORK TO.BEGIN PRIOR TO PERMIT ISSUANCE
1, . I . I '' I. . .. Eng. Div. Maich 1989
FIELD INSPECTION NOR (Fuqn?l I I - Route copy to Street Dept.)
Comments: 9-17 -9D
Diagram:
CONTRACTOR CALLED FOR INSPECTION
Partial Work Inspection by P. W.:,
Work Disapproved By:
FINAL APPROVAL BY:
0 YES
Date:
Date:
0 NO
Eng. Div. July 1985
CITY OF EDMONDS' ASSET INFORMATION SHEET
STR, EET FILE
PROJECT NUMBER �00:) S 0 9
PURCHASE ORDER NO.
PURC HASE ORDER DATE PROJECT COMPLETION DATE 2, �m
COST COST
B.A.R.S. ACCOUNT,NO. L 000 - 01 3!15 00' XV7-�
ESTIMATED LIFE-
INITIATEDBY DATE APPROVED BY
"SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST
*SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT
ACCOUNTING ONLY
VERIFIED BY
.0j.,APRECIATE
MONTHLY DEPRECIATION AMOUNT PROCESSED
ANNUAL DEPRECIATION AMOUNT BATCH NO.
G.L. ENTRY -
REFERENCE DATE
INITIAL
ktnp
DEPARTMENT FILE
PURCHASE ORDEFI.NO. PROJECT NUMBER'
PURCHASE- ORDER DATE' PROJECT COMPLETION DATE
COST
COST -
.A.
Z -R,.S. ACCOUNT NO.
.,ESTIMATED LIFE -W�'v Is
INITIATED BY, DATE
APPROVED BY
**SUB -MIT ASSET INFORMATION, SHEET WITH FINAL�'PAYMENT�R
EQUEST
*SLIBMIT ASSET INFORMATION' SHEET UPON -CLOSE OF PROJECT
ACCOUNTING ONLY
a --DEPRECIATE
VERIFIED BY
,MONTH LY-DEPREC IATION AMOUNT
PROCESSED
ANNUAL DEPRECIATION AMOUNT
BATCH NO.
G.L.ENTRY
"REFERENCE, DATE
top
INITIAL
DEPARTMENT FILE
ASSET INFORMATION SHEET
ASSET NO.
ADDITION, TO ASSET NO.
�5 ZOO (oO 9-- 30 -CID
DESCRIPTION
SERIAL NO.
LOCATION DEPT.'NO.
(A,
PURCHASE. ORDER NO. -.PROJECTNUABER
PURCHASE -ORDER DATE. PROJECT COMPLETION DATE
COST COST
B.'A.R.S.'ACCOUNT NO. 000 0 1 .-SL/
ESTIMATEDLIFE
L
INITIATED BY DATE APPROVED BY
**SUBMIT ASSET INFORMATION'SHEET WITH FINAL PAYMENT REQUEST
*SUBMIT ASSET, INFORMATION SHEET UPON CLOSE OF.PROJECT
ACCOUNTING ONLY
VERIFIED BY
EVDEPRECIATE
MONTHLY DEPRECIATION AMOUNT PROCESSED
ANNUAL DEPRECIATION AMOUNT BATCH NO.
G.L., ENTRY
REFERENCE DATE'
..INITIAL,.
DEPARTMENTFILE
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-0220 - FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
8 C) 00 Public Works a Planning a Parks and Recreation a 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 June 12, 1992 you were notified of a possible water leak in the
water system.
Our most recent reading of your water meter indicates unusually high
consumption and/or a current water leak in the system. Please check
for leaking faucets, toilets, pipes etc., as no billing credit is
allowed on these items.
If you have any questions regarding this matter, please call Utility
Billing after you receive your billing statement at 771-0241 or Water
Maintenance, 771-0235, extension 349 or 347.
Sincerely,
Q.'� ��/"o
Ron Holland
Water/Sewer Supervisor
RH/l k
FOLLOWUP/TXTWATER
0 Incorporated August 11, 1890 o
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CITY OF EDMONDS,
C �CONSTRUCTION PERMIT APPLICATION
OWN ER NAME/NAME OF BUSINESS
BJORN TRUESEN, INC.
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MAILING ADDRESS -%TR9: T 1:
h2 main St.
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CITY
TELEPHONE NUMBER
Edmonds
775-1953
NAME
D. A. 11-lermand Co.
LOU
ADDRESS
11416.Slater Ave. N. E.
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CITY,
ITELEPHONE NUMBER
Kirkland
1827 -2763/774-1953
NAME
BJORN TIRTEVEN, INC.
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ADDRESS
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i22 Main St.
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CITY
TELEPHONE NUMBER
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Edmonds
775-1953
STATE LICENSE NUMBER
BJORNI*225BZ
Legal Description of Property - include all easements
�sqhow below or qtpc�jwo qppiesj,_
U0
USE MIT
ON E
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2.
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JOB
ADDR!'
ADDRESS 3rd Avenue South
PVT,
LEGAL DESCRI T1 CHECK
SUBD NO.
LID NO.
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PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
TESCP
APPROVED BY
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EXISTING A REOUI RED DEDICATION
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RIGHT OF WAY CONSTRUCTION PER MIT REQUIRED
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BUILDING SUPPV SIZE
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SIGN AREA
ALLOWED PROPOSED
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SHORELINE#
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DATE
SETBACKS - FEET
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LOT COVERAGE
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SPECIAL INSPECTOR
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OCCUPANCY
GROUPg/
OCCUPANT
LOAD
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REMARKS
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ID
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STATE SURCHARGE
ENERGY CODE
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PLAN CHECK DEPOSIT
TOTAL AMOUNT DUE
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ATTENTION
APPLICATION APPROVAL
THIS PERMIT
AUTHORIZES
This application is not a permit until
ONLY THE
signed by the Building Official or his
WORK NOTED
Deputy; and fees are pajd, and recel t is
INSPECTION
acknow: �Idged In spacrrovided.
DEPARTMENT
CITY OF
OF5411 GNATURE fiATEX
EDMONDS
771- Kftffio V "-6ATE
ATT-Irzfq -KO N -3202
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.
USE _7'PERMIT
u 'Z1T`Y60r--E!DM0NDS ZONE NUMBER
.9 ()/1
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CONSTRUCTION PERMIT APPLICATION
job
OWNER NAME/NAME OF BUSINESS ADDRESS
4301- 3rd Ave. South 404
BJORN THUESEN, INC. LEGAL DESC CHECK7SION NO. LID NO.
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UJ MAILING ADDRESS
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30' 322 Main St. PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCP
CITY TELEPHONE NUMBER APPROVED BY
EXISTING REQUIRED DEDICATION
Edmonds 775-1953 PROPOSED 4
NAME
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1_. D. A. IAER�LhNS CO. RIGHT OF WAY CONSTRUCTION PERMIT REQUIREDI/ LU
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11416 Slater Ave. N.E. R VIEW BY Z
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ADDRESS 4 AU�:,C
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le. 0 322 Main St. METE) IBUILDING S PPLY SIZE
CITY TELEIPHONE NUMBER /y IFIXTURE UNITS
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4 oz Edmonds 7775-1953 REk4ARKS
L) STATE LICENSE NUMBER
BJORNI*225BZ SIGN AREA ENV. EVIEW D B Nb�a
Legal Description of Property - include all easements PROPOSED COMPLETE EX MPT
(�A
(show below or attach two copies)
Z SHORELINE#
The easterlv 4W ft. of north half the
2. of northwest
quarter of the northeast quarter of the northeast
VARIA CE OR CU PLANNING REVIEW BY
_cniarter of Section 26, Townshiv 27 North. Ran2e 3
East, W.M.; 1'X =, the 190 feet; W,
north and,
SETBACKS — FEET HEIGHT LOT CO
<0 roads. D. VEFAGE
L4 Z
FRONT SIDE REAR- rk Lrn Z
L�::;,
REMAHK5
Fm x RCC__T 262703-1-010-0002 0.
[i] NEW Ex RESIDENTIAL
PLUMBING
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ADDIALTER 1:1 COMMERCIAL MECHANICAL
REPAIR APT. BLDG. SIGN r
EXCAVATE FENCE CHECKED -BY- 6q, TYPE OF CONSTRUCTION CODE HEIGHT
DEMOLISH OR FILL El (—x—FT) Ml(� I �;A
e(o I
/, �, ?
_y_
CARPORT
GARAGE swim SPECIAL INSPECTOR AREA OCCUPANCY OCCUPANT
REMODEL POOL
REQUIRED � GROUP k_1 LOAD
EWOOD STOVE/ RETAINING WALL/ 10 YES., - C NO
] INSERT RENEWAL REMARKS
ROCKERY
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;o PROGRESS INSPECTIONS PER UBC 305
NUMBER OF STORIES NUMBER OF
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DWELLIN
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2 NATURE OF WORK TO BE DONE (ATTACH PLOT PLAN) L &P
Multiple RM 2406 am
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VALUATION FEE
PLAN CHECK FEE
BUILDING
166 17oo
)1? 7 1�7
PLUMBING
��Klf 41Z A51"I 7-
MECHANICAL
PsTu-mm- 6:)w,4wf �0270/3 7 Wnfif)r 'Plegm
This PeTrnit covers work to be done on private property ONLY. GRADING/FILL
Any con�jructip D _Skn the publ[Q domain (curbs, sidewalks,
driv(Way`Sr:j�j��60eS,, _etC.f.M ItIfequirUep"irateTbrmission. STATESURCHARGE
Permit Application: 180 Days
ENERGY CODE
Permit Limit: 1 Year - Provided WorN is Started Within 180 Days
'�Applicant, on behalf of his or her spouse, heirs, assigns
:,n successors in interest, agrees to indemnify, defend and hold
ow harmless the City of Edmonds, Washington, its officials,
�2 employees, and agents from any and all claims for damages of
< whatever nature, arising directly or indirectly from the issuance
of this permit. Issuance of. this permit shall not be deemed to PLAN CHECK DEPOSIT M/7-L/
0 modify, waive, or reduce any requirement of any city ordinance
:r nor limit in any way the City's ability to enforce any ordinance TOT L AMOUNT DUE
provision."
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
THIS PERMIT
state laws reTia Ing construction; and In doing the work authoriz- AUTHORIZES This application is not a permit until
ed thereby _ 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
Al
tiQn In S I CO. I NSPECTION acknowledged in space provided.
IGNA R ENT) DATE SIGNED DEPARTMENT
�Aant 9/27/89 CITY OF OFFI GNATURE ATE
EDMONDS
RELE*D DATE
At ION 771-3202
VUNWLAWFUL
IT TO USE OR OCCUPY A. BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ORIGINAL — File YELLOW — Inspectord, 1,1
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
CHAPTER 3. PINK — Owner GOLD — Assessor
102-87
USE
E IMIT
US NE NUMBER
Zo
ZONE
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
joe
FADDRESS
4J6-- 3rd,Ave. So.
OWNER NAME/NAME OF BUSINESS
BJORN THtIESEN, INC.
LEGAL DESCRIPTI15 CHECK
SUBDIVISION NO.
LID NO.
30:
MAILING ADDRESS
322 Main St.
PUBLIC RIGHT�F WAY PER OFFICIAL STRE . ET MAP.
TESCP
APPROVED BY
CITY
TELEPHONE NUMBER
Edmonds
775-1953
FXIST REQUIRED DEDICATION
PROPOSED
L'
W
L)
NAME
D. A. Ilermans Co.
RIGHT OF WAY CONSTRUCTION PERMIT REQUIRE
STREET USE PERMIT REQUIRED:' LL
ADDRESS
11416 Slater Ave. N.E.
REVWW BY Z
SEE ENGINEERING MEMO DATE LL
2y/w/ /M
CITY
Kirkland
TELEPHONE NUMBER
827-2763/775-1953
REMARKS
NAME
BJORN THUESEN, INC.
cc
0�_
ADDRESS
322 Main St.
MEJER IZE
BUILDING SUPPLY SIZE
e2
FIXTURE UNITS
CITY __rT7EELEPHON;E
NUMBER
01
Edmonds',
775-1953
RqM)AR S
ID/
p
STATE LICENSE NUMBER
BJORNI*225BZ
SIGN AREA
PROPOSED
ENV. REVIEW
COMPLETE i EXEMPT
ADB NO
%
(OG - e5
0
Legal Description of Property - include all easements
�how below or attach two copies)
ie easterly 400 ft. of 11orth half of thp northwpst
SHORELINE#
quarter of the northeast quarter of the nortbeast
qua ter of Section 26, Township 27 North, Ram-e 3
L'L
cc
10
W
VARIANCE 1. OR,CU
PLANNING REVIEW B�
DATE
East, W.M.; EXCM the north 190 feet; and, EXCM-
roads.
SETBACKS �FEET I
1.5 ,
1
FRONT SIDE or
REA
I HEIGHT
LOT COVERAGE Z
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2,62703-1-010-0002
REMARKS
A�T ;20��
NEW
F_X] RESIDENTIAL
i
PLUMBING
7
Li ADDIALTER LJ COMMERCIAL
El REPAIR APT. BLDG.
EXCAVATE
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CARPORT
REMODEL El GARAGE
L MECHANICAL
0 SIGN
FENCE
I— x —FT)
swim
POOL
P, r &A) D giis Q9_0
CHECKED
Iq
TYPE OF CONSTRUCTION
V- / H9,
CODE
SPECCAC IN ' SPECTOR
PEQUIR�D_,
A3,YES%1 0 NO
AREA
JOCCUPANCY
GROUP
WOOD STOVE/ 7 RETAINING WALL/
INSERT ROCKERY
Ir.
RENEWAL
REMA
\PKS—
PR60'*tESS INSPECTIONS PER LIBIC 305
&WC1VCk#
NUMBER OF STORIES.
2
NUMBER OF
DWELLING
1UNITS (Bldg.
D) 12
NATURE OF WORK TO BE DONE (ATTACH PLOT PLAN)
MultiiDle RM 2400
2i/go'
OCCUPANT
LOAD
D
VALUATION
FEE
PLAN CHEQK FEE
A
BUILD ING
44o,-4oi'
U1Y1r1h07
P�UMBING
MECHANICAL
This Permit covers work to be done on private property ONLY.
GRADINGIFILL
Any constructior.i on the public domain (curbs, sidewplks,
driveways, marq . uees, etc.) will require separate permission. _
STATE SURCQTkj
Permit Application: 180 Days
Permit Limit: 1 Year - Provided Work is Started Within 180 Days
ENERGY CODE
k-Q,,R
�4�
"Applicant, on behalf of his or her spouse, heirs, assigns and
successors in interest, agrees to indemnify, defend and hold
harmless the City of Edmonds, Washington, its officials,
2
employees, and agents from any and all claims for damages of
cc
whatevbr nature, arising directly or Indirectly from the Issuance
o f this permit. Issuance of this permit shall not be deemed to
PLAN CHECK DEP2!�
0
modify,. waive or reduce any requirement of any city ordinance
x
nor limit In any way the City's ability to enforce any ordinance
TOTAL AMOUNI
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
&)lff-E N Tt6'K\
A AIPPUGAT16N
authorized agent of the owner. I agree to comply with city and
state laws regulating construction; and In doing the work authoriz-
THIS PERMI I T
AU
gNpapj%8aAn is ncA�a,.�ermit until
ed thereby, no personyA�l be employed in violation of the Labor
Zff,Es��
;,Igned by the Building Official or his
Code of t,?fe State of Whshington relating to Workmen's Compensa-
WORK NOTED
Deputy; an.� fees are pai4ar�0 receipt is
tign.l. wrance..
N6ECTIA
aokn'bwfddbed in Oace provided.
SIGNATO 0 NOKE-PrWAGENT)
DATE SIGNED
DEPARTMENT
res
L2, wo�/1121_"L ident
9/27/8
.—*a
CITY OF
ATURE
EDMONDS
4:4 0
771 _j�6,2
tS T: DAT
NTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
(7, /<
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
USE 'WRRM IT
CITY OF EDMOMS
ZONE NUMBER
CONSTRUCTION PEAP417.r.
4?.RLICATION
joB
ADDRESS 430 3rd Avenue South
#A
OWNER NAME/NAME OF BUSINESS
A
BJORN TRUESEN, INC.
cr
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LEGAL DESCRIPTI CHECK
51301VISION NO.
LID NO.
MAIUNG ADDRESS
z
-322 Main Street
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
TESCP
APPROVED BY
CITY
TELEPHONE NUMBER
Edmonds
775-1953
EXISTING REQUIRED DEDICATION
PROPOSE
NAME
D. A. Ilermans Go.
RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED
STREET USE PERMIT REQUIRED:
L) ADDRESS
LU
11.416 Slater Ave. N.E.
SEE ENGINEERING MEMO DAT
Rkyl�w BY
M
CITY
TELEPHONE NUMBER
Kirkland
1827-2763/775-1953
REMARKS
NAME
BJORN TflUESEN, INC.
cc ADDRES�§,.'
0
a22 Main Street
CC CITY TELEPHONE NUMBER
o' Edmo.nds 775-1953
STATE LICENSE NUMBER
BJORNI*225BZ
Legal Description of Property - include all easements
(show below or attach two copies)
z I
The easter v 400 ft. of north half of f-I-In ninrthwpa
Q. quarter of the northeast quarter of the northeast
EC
quartpr of St-�.rion 20, Tnwnship 97 Marth RanLle
East, W.M.; UCCEI-T the north 190 feet; and, IWEPr
L< roads.
LU
/Kc 7 #r 262703-1-010-0002
NEW RESIDENTIAL PLUMBING
ADDIALTER COMMERCIAL MECHANICAL
REPAIR APT. BLDG. SIGN
EXCAVATE FENCE
E] DEMOLISH OR FILL (—x—F
CARPORT swim
REMODEL 0- GARAGE POOL
WOOD STOVE/ r7 RETAINING WALL/
INSERT ROCKERY RENEWAV
CL
IES
NUMBER OF STOR j NUMBER OF
lu
2 tQWE LING
uNif k BldA.A)22 `��"8
NATURE OF WORK TO� BE DONE (ATTACH PLOT PLAN)
Multiple RM 2400
-1117
9
W
z
0
z
W
METER S9
ii
BUILDING SUPPLY SIZE IXTURE UNITS
Cc
2
REMARKS
1<
SIGN AREA
ALLOWED PROPOSED
ENV. REVIEW
COMPLETE EXEMPT
ADB NO.
�
SHORELINE #
VARIANCE OR CU
PLANNING REVIEW BY
D�V
I- �--
L4
SETBACKS - FEET
[�MEIGHT,
z
LOT COVERA��
FRONT
SIDE REAR
z
REMARKS
t
—7
CHECKED
r"YjPE�PAQNSTRUCTION -[CO
—DE
HEIGHT
Li 10
/-7/%,
SPECTOR
AREA
OCCUPANCY
OCCUPANT
_91EOYIR�D
GROUP
LOAD
� n YJM U NO
RO — I
REMARKS
PROGRESS INSPECTIONS PER LIBC 305
z
Irl . — - ---- M
PLAN CH ECK FEE T -Y
BUILDING
3
PLUMBIING,-�— Q C A MA
Asmir/W 6WA&r 67112.70137
MECHANICAL
This Permit covers work to be done on private property ONLY.
GRA155ING/FILL
Any construction on the public domain (curbs, sidewalks,
STAT'ESUACH-ARGE
driveways, marquees, etc.) will require separate permission.
Permit Application: 180 Days
Permit .. Limit: I �ear - Provided Work is Started Within 1 1 80 Days
ENERGYCODE
--57-Appirca-4, behal'rbf his" -or her spouse, heirs, assigns and
ssors in,,in , , -
�A��e8 . te�-Qst_ agreeNt% indemnify, defend and hold
tmless t:heNCity—of-�-Edm6n
5n s, Washington its officials,
2 employees, and agents. from any and all claims for damages of
x
�z whatever nature, arising directly or lndir6ctly,from the issuance
E of this permit. Issuance of this permit shall not be deemed to
PLAN CHECK DEPOSIT
D
j modify,, waive or reduce any requirement,of� any city ordinance
D
I
r: nor limit In any way the City s ability to enforceany ordinance
-pr
TOTAL AMOUNT DUE
vv�imon."
I hereby acknowledge that lihave read this application; that the
information given is correct; and that I am the owner, or the:duly
ATTENTION
authorize-d agent of the owner. I agree to comply with city and
.state law , s regula ng construction; and in doing the work,au , thoriz-
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
jj�nlnsu r
INSPECTION
DEPARTMENT
SIG7NATnU T)
OATE SIGNED
ident
9/27/89
9�
�CITY OF
EDMONDS
771 3202
STRUCTURE
PROVAL OR
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
CHAPTER 3.
102-87
— PS00 1//v7,q
APPLICATION APPROVAL
This application is not a pe�mi t until
signed by,Ahe Building Official or his
Deputy; and fees are paid, and receipt is
acknowledged in space provided.
0 DVE
/F�L;401GNATURE
�RELEASE BY- DATE
7 Aw, , �-- - �;--b
ORIGINAL — File YELLOW — Inspector
PINK — Owner GOLD — Assessor
v
- - A
BUILDING A P
WORK
A In- C R LE S S led
0 'Af-2"N! % �
7 --6 -t7
i �2' i U E !'R
L --E �Ml' - —
W� —'Zcvz�' �.
ON OF SECTION 26, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., SNOHOMISH COUNTY, WASHINGTON
------------ - -
0
Tl�
9 LF CEDAR FENCE PER DETAIL
BOLLARD SEE DETAIL
EX G BAGE
JT
Al
_'r
SHEL TER
OPAGL 0 t'�
CONC FISERC�ASS OVEW�()W Slo"GL —El.
EX �6'-60'
__-�VALVE VAULT
E�, :1;"IFL
!E-."': ': (1, -,W)
R I v
'E5�- 9-
JE-46�' 79 ��4'
IL= -E 2 1,2 �' 1.
2"FM—
L PLR.All[N
SF�l EX. ASPHALT
EX ASP.ALT
EX CONDO 13ULDING
/ le,
A
sl
UO3
BY Nl- If �:ER I t G
CALL 2 BUSINESS
DAYS BEFORE
YOU DIG
1-800-424-6666
LS #5 SITE PLAN
SCALE: 1"=5'
EX. BU)G #432
5 2.5 0 5 10
GALV. FENCE RAIL SUPPORTS
F(SIMPSON OR EQUAL), TYP.
TOP RAIL JOINTS 0 2x4 CEDAR TOP RAIL ------
AT POS T. TYP 2�4 CEDAR RAILS (2)
j
(TYP
FINISHED
0 ../--PT FENCE POSTS. SI DE
.1 MAX SPACING � 6'-O*OC
'2*0 CONC SONOTUBE FTG
(fc 2.500 PSI)
I I c� E�
: -1 AT CONC.
' 2 CLR
9.
m
z
2" CLR (TYP >
cl
VERT
EO
SP. (fy 40 KSI) u w
i.L
ELEVATION SECTION
I FACE FINISH SIDE TOWARD ADJACENT RESIDENCE
2 A TWO COATS CEDAR TONE PRESERVATIVE
SESL ALL wOOD Wl TH 1;0
3 FA TEN FENCE MATERIALS WIT11 COATED DECK SCREWS
/"'�l DETAIL - WOOD FENCE do
NOT TO SCALE U)
rn
rn
— ROUNDED CONCRETE CAP
— 4' GALVANIZED IRON PIPE z
TO BE FILLED WITH CONCRETE 0
AFTER INSTALLATION AND
PAINTED SAFETY YELLOW
Z U-)
z
oFn , <
rn z
FIN I SH 1,PAC:- 0
w
LL
Z LU
0 oz
15" DIAMETER CONCRETE F- LL LU
FOOTING, CAST IN PLACE LL
RECEIVED
4'-6'
JUN 29 201Z
DEVELOPMENT SERVICF.�
NOTE, COUNTER (
DAWN MODEL BOS-4X-66RY WITH J-HOOK CAP (OR APPROVED S—E 1 5'
EQUAL) MAY BE SUBSTITUTED FOR BOLLARD FABRICATED ON G. LA
SITE. SUBMIT PRODUCT DATA SHEET FOR REVIEW. �E N/A
0 SHEET
,/ �2 DETAIL - FIXED BOLLARD . . . . . LS5-F
NOT TO SCALE
OF SHEETS
JOB
-/i2S 1-\14C 5 NO. EgGA-304
FIELD VERIFY LOCATION AND DEPTH OF EXISTING
SEWER PRIOR TO CONSTRUCTION. INSTALL NEW 48" MH
TYPE X WITH TOP SLAB, MH RING AND COVER TO
MATCH EXIST. GRADE. FORCE MAIN INVERT TO BE 0.10'
INSTALL 90* BEND EXIST. 5' CHAIN LINK FENCE ABOVE SEWER INVERT AT MANHOLE EXIT.
WITH BLOCKING EXIST. POWER POLE \,�, �
TEMPORARY CONNECTION
010e� SEE NOTE 8 BELOW. 30'
PATCH PAVEMENT FOR
INSTALLATION OF NEW
FORCE MAIN. EXISTING >0-
ASPHALT TO BE CUT IN A
NEAT LINE AND TACKED
BEFORE PATCHING. PATC
TO MATCH EXIST. SECT N��. 1Z
MINIMUM 4" CRUSHED ROC
2" ASPHALT CEMENT
CLASS B.
165 LF. 4" PVC
51 FORCE MAIN ___�
,70 LF. 4" PVC FORCE MAIN
EXIST. 2t ROCKERY TO BE
'REPAIRED AS REQUIRED
/ASPHA/LT DR/IVE
FM
M M
IN. EXIS ASPHALT DRIVE-4
EXIST. HOUSE
EXISTING G AVITY
LINE TO BE PLUGGED AT\tp APPROXIMATE LOCATION
BOTH MANHOLES AND tp EXIST. SANITARY SEWER
ABANDONED IN PLACE. SEE GRAVITY LINE
NOTES 11 AND 12 BELOW.
EXIST: 6' WOOD FENCE TO BE
REPAIRED AS REQUIRED
- i
L A , / , / / / . /�� 1 7' _7`
APPROXIMATE LOCATION
EXISTING 4" C.I. FORCE MAIN
CONNECT NEW 4" PVC FORCE MAIN TO
EXISTING LINE. INSTALL BEND WITH BLOCKING
AND FITTINGS FOR CONNECTION AS REQUIRED.
FIELD VERIFY LOCATION AND INVERT OF
EXIST. LIFT STATION EXISTING FORCE MAIN. VEHICLE ACCESS TO
TOP ELEV. 19.37' BE MAINTAINED AT ALL TIMES.
LEGEND:
NEW 4" FORCE MAIN
_SS— EXISTING SANITARY SEWER
<:=P EXISTING SHRUBS
EXISTING SANITARY SEWER
GRAVITY LINE
FORCE MAIN INVERT
TO BE 0.10' ABOVE
GRAVITY LINE INVERT
AT M.H. EXIT--,
0
4" FORCE MAIN
PROVIDE CHANNELING
TO 6" DEPTH
EXISTING GRAVITY LINE
TO BE PLUGGED
48 INCH MANHOLE DETAIL
N.TS.
EXISTING ROCKERY
EXISTING MH
TOP ELEV. �fl.32'
INV. ELEV. 39.67'
PLUG EXIST. 4" C.1.'FORCE MAIN
AT MH.
Ui
W
zi
W
Ir
ro
+11
0
WALNUT ST.
HOWELL WAY
GENERAL NOTES:
1.
All construction shall conform,to the "1984 Standard Specifications for
8. The existing sanitary sewer system is to remain in operation at all
Municipal Public Works Construction" and standard plans as adopted by the
times. Tenporary connections are to be made as required to keep system
City of Edmonds, and, any requiremnts established, at City,hearings on
in operation. Any damage which occurs as the result of the system not
this project'.:
being kept in operation shall be the Contractor's responsibility.
2.
The Contractor shall notify the.City of Edmonds Department of Public
I I
9. Existing house and foundation to be protected during construction. Any
Works 24 hours prior to and'�uirin�g work o btain all require d. permits
I I
damage shall be fully repaired by Contractor'
prior, to construction. Corttiactor to. obta ' in approval of and coordinate
with apartment owner prior to construction.
10. New 48-inch manhole to be channeled to a minimum 6-inch.depth.
3.
The Contractor ' shall notify'the,C ' ity of Edmonds Department of Public
11. Field verify that side sewer on existing house is not connected"'to
Works prior to backfilling',utiliLies.
gravity line to be.abandoned prior to abandoning that line.
4.
Existing underground facilities have been shown on these . drawings for the
12. Plugging of sanitary sewer lines to be with non -shrink grout to a�minimum
purpose of ' assisti.nq the Contra6tor in locating said facil 14t. ies-in the
12-inch penetration that will assure a watertight and leakproof seal.
field. The. Contractor shall betesponsible for checking I actu ' locations
ql
in the field, and checking with appropriat& agencies,tfiat'may have
underground f aicilities within the project limits. The Contractor shall
be solely responsible for'Any danage to underground facilities resulting
from his operations.'
5.
A copy of these'approved plans nest be on the job site whenever
I V gz.'
construction is in progress.
FEB 18 1988 PRINTED
6
A1.1 shrubs/trees that are disturbed by construction shall be root balled
prior to.removal and stored on property. Replant trees and shrubs equal
ENGINEERING FEB 17 M
to existing conditions on site prior to work or relocate as directed by
the owner.
M& MOOLOON a ASSOOM
7.
All pipe and fittings shall be AMM D2241 SDR 26 PW 1120 pressure pipe,
Class 160 with rubber gaskets. Force main shall be installed with
18-inch.'minimum cover except as noted Blocking
on plan. on all f ittin s
to hav�e minimum olf 2, cubic feet of concrete poured against undisturbed
soil with,3/4-inch anchor bolts to resist resul , tant forces. Bedding of
"Flexible
SANITARY SEWER PLAN
the pipe shall conform to Section 7-10.3 (09) B, Pipe," which
requires 3/8-inch minus sand/gravel mixture placed to a depth of 4 inches
FOR
under the pipe, -and, extending 6 inches over the crown of the pipe.
ROBERT -CASTEEL
IN PTN. NEI/4, NEI/4, SEC.26, T.27N,R.31E., W.M.
EDMONDS, WASHINGTON
37/� 4:7.
Reid, Middleton & Assodates, Inc.
_J
0
Engineers 9 Surveyors e Plonners
121 5th Ave. N., Suite 200, Edmonds, WA
DRAWN CHECKE DATE FIELD BK. CALE FILE NO.
02-87-121
i
W. C. J. S. AN. '88 599/38 1 20' 1
SHEET OF
I
LAYOUT LEGENP TgAW�5FORMEK5
r?c?m-r xrmK A- 19579 -3-7, s, KvA
T
ppli ur="r2 Flp-1 —x
-0- P0 L- 0 V H V
MAKI�-
A— 19580 -7 K VA
0 1 '!�' -r 5 - x
MAKf::�
5C,H-EMATIC LE6EWP
rc2m-r xr-m F?l
PP-1 LJOWt2 CA
P u "--2 E'r
0 v
t
VA U L—r!��
4 1 a x 4 1 5 X3'6" VAULT WITH
41 0 X 4'6 X L- I P e,
z UN I-rl-5
1510
A19579
Z UN
u ki I T�'
r—Fr
7 uNrrl�-
F
41T77
4
HowF-L.L. WAY
CAE�[,F,
rozol or- 1/0 AL, cmc-rpc we�u-r L-25, JACKE�TF-P F21
MAKe FO
50' Or Z" P\,/C 0,Y PUP (OrF-W CUT 9[2)
OF: Z" F7\/C E�,Y CUC2-r
c
)�N- 19 5 7 9
1, A Ar I C
15 C H E ivi
N T 15,
PUBLIC UTILITY DISTRICT NO. 1 OF SNOHOMISH COUNTY
REV. 7187
N. 4510 5KI2 AV S 1-50UTH COUKI-ry AREA
POLE NO. W151/4 S Z6 T VI R DATE Z W.O. NO, 16
8306
REASON FOR WORK fp- 9:0 v I P F, PIZ I I-IGN112 I !:k ENGINEER ?A'rC H E-rT OWG. NO, 06-7614
ro v, 1--ry- 2ARK, AFT-6 DRAFTER U.G. NO.
(ZO) u w I SCALE
APPROVED
DATE WORK COMPLETED FOREMAN ENVIRONMENTAL ANALYSIS
X EXEMPT 0 NOT EXEMPT
SUBSTATION' W 615-66A-1715- FEES REO'D M YES 0 NO ITEM C
PARA. 18
PRIMARY OVERHEAD
CIRCUIT NO. I Z— 4057 PHASE 6 . KV
0 RESIDENTIAL U.G. COND.
0 COMMERCIAL ADD CKT.� FT. PH
ROAD CROSSINGS ONLY
DATE DWG. NO. LEO# REM CKT. FT. PH
NET —4 9 7 CKT. FT.
SECONDARY OVERHEAD O.H. U.G. COND. kv
REVISIONS BASIC FEE $ ADD CKT. FT. PH
REM CKT, FT. PH
I APPR NO. DATE DESCRIPTION
NET CKT. Ft
METERICONV. POLE $
PERMITS (DATE GRANTED)
PRIMARY UNDERGROUND
0 TREE TRIM
0 RESIDENTIAL
0 STATE
0 COMMERCIAL
09 COUNTY 512HOIQP'�'
BASIC FEE $
LEU #' 0 CITY
n
SECONDARY UNDERGROUND EASEMENTS
CR REQUIRED 0 NOT REQUIRED
BASIC FEE $
UNDERGROUND PLAT
BASIC FEE $ DATE RELEASED
FOREIGN CONTRACT$
—1 FT.@$ 0 GTNW JPN #
STREET LIGHTING
0 CATV JPN #
t FT.@$
09 JOINT TRENCH GTNW CATV..
WORK IN RIGHT OF WAY
0 JOINT BORE GTN & CATV
0 PRIMARY W
AS -BUILT 0 SECONDARY POLE STENCILING
t FT. @ $ $ FROM TO
APPR NO. DATE DESCRIPTION
MISCELLANEOUS FEES��,:;8 TAKE OFF POLE
VAULT $ PRE-CONSTR. REQUIREMENTS
PERMIT $ M TREE TRIM 0 PUD LOCATOR,
.$ 54 BACKHOE 0
ONE CALL DATE
TOTAL DUE $ INDEX POLES
L09S U.MAP-1
DATE PAID
RECEIPT # XFMR -MAP
NEW SVCE APPILICATION # LOCATION MAP PAGE
DATE PRINTED
7-7 DIOTHS
56 A B I", En ST7BL4KE
0,
CHERRY ST
sp
A'�
A VIE%aw
--SUNSET UEAV
17
l?K rl
�PAM z
Ntll
SA (A
CARU
2 'jKlNGSl0- VNDERWA GLP
%
z ZA
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mburs
fUARY
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TI I .. $4
ON?
ST NNE ST 3:
Pr, I list"!
>
4
VICINITY MAP
118442
1�
:Z
001
1�
t
7
I Set the stal�es. 2. Excavate a 4"x4" tren,-h Filter barvier: This sediment barrier may be constructed usiol, Maintenance
upslope along the line of Strenj",th nyt,thetic filter fabric. It is denigned 1:(,r low
stakes. op inoder�,I,L flows not Lxceeding, 1 cf.4. 1. Silt fencer and filter barriers sliall be inspected immediately after
each rainfall and at least daily during prolonged rainfall. Any
I T, 1. The freight of a filter barrier shall be a Minimwit Of 15 inches and required repairs shall be made irrimediaLely.
shall not exceed 18 inches. Inould the fabric on a silt fence or filter barrier decompose or
it become ineffective prior, to the end of the expect
14 2. standard strength synthetic filter fabric shall be purchased ed usable life and
Lh,., barrier still be, necessary, the fabric .9hall. be replacLtl promptly.
in a continuous roll and cut to the leng to avoid
the use of joints (and thus improve the strength art(] efficiency of'
,th of the barrier
3. Sediment deposits should be removed after each storm event. They
Flow
must be rL-inovod wheii depostita reach approximately orie-l�alf Lhe heirlit
4" 3. The !;t,dws shall be spaced a inlaximum of' 3 fe-A apart at tho barrier (,f the barrier.
3. Staple filter material to 4. Backfill and compact the location and driven securely into tire- ground (mininjum of' 8 iiwhes). 4. Any --edirrient deposits remaining in place after the silt fence or,
stakes and extend it into excavated soil. 4. A trench shall be excavated approximately 4 inches wide art(] I, inclies fil*Lr bilrrier Is 1`10 loiiEer required shall be dressed to custforin
the trench. deep along tire line of' stakes and upslope from the barrier. witli ttw existing grade, prepared and seeded.
.�ktqt:,, ih 5. The filter material shall be stapled to the wooden stakes, and 8
j; inches of the fabric shall be extended into the trench. Ifeavy duty
not be qLapled to exi3tine troei.
-ast 1/�'-inch lotij, shall be used. Vi I ter material
r -44 Wirt. staples at lo
shall
6. Thc trench shall be bac%filled and the soil compacted over- the filLor
11"Aurial.
7. If a filter barrier is to be constructed across a ditch line or swale,
the barrier shall be of sufficient length to eliminate csid flow,
awl the plan configuration shall rejemble air arc or horseshoe with
CONSTRUCTION OF A FILTER aA,�MER the isids oriented Up3lope.
8. Filter barriers shall be removed when they have served their useful
purpose, but not before the upslope area has been permaneiitly stabi-
r_ I >A Tt _-E-1 11 F tF �7 lizLd.
1�7_111401 -7 1
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-4,- -Tr� A_
A N --N
it
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41 "V,
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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