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21701 80TH AVE W
QT DATE Z =7gr�F ILE
REET FILE SITE PLAN
CITY OF EDMONDS
APPLICATION
to the
ARCHITECTURAL DESIGN BOARD
BUILDING PLANS (3): ELEVATIONS 4----'
LANDSCAPE PLAN
ENVIRONMENTAL DATA RECEIPT #
SIGN EXHIBITS ` FEE RECPT #
PLAN MODIFICATIONS TO FILE NUMBER:
HEARING DATE
OWNER/REPRESENTATIVE Z=, 4g6&44��
':& PHONE
ior- — ,6Z __ .
ADDRESS- CODE.
ARCHITECT/DESIGNER 4W
PHONE
ADDRESS
< ZONING
PROPERTY ADDRESS- S/70-f'- M M/
LEGAL DESCRIPTION 4075' 1112—el
PLANS SUBMITTED FOR APPROVAL:
1. Building Plans - Preliminary Final /;C- 2VIV�-yeQ)
Site Plan Landscape Plan Elevations
2. Sign Elevations Site Plan Landscape Plan.
3. Modification of previous approval
EXISTING USE OF PROPERTY
DESCRIPTION OF PROPOSAL
APPROXIMATE DATE WORK WILL BEGIN ON PROJECT
ESTIMATED TDIE FOR COMPLETION OF WORK
RELEASE/HOLD HARMLESS AGREEMENT: The undersigned applicant. -his heirs and assigns, in
consideration for the City processing the application agrees to release, indemnify, defend and
hold the City of Edmonds harmless from any and all damages andfor claims for damages,
including reasonable attorneys; fees, arising from any action or inaction of the"City whenever
such action or inaction is based in whole or in part upon false, misleading or incomplete
information furnished by the applicant, his agents or employees.
PERMISSION TO ENTER SUBJECT PROPERTY: The undersigned applicant grants his, her or its per-
mission for public officials and the staff of the City of Edmonds to enter the subject
property for the purpose of inspection and posting attendant to this application.
6"Tinature, oC�p�IiZ3'nt)
C I T Y o f EDMONDS SIDE SEWSR PTR M-11
For Inspection Call 77l-32dRTR(1;7T 1:11 C PERMIT -.NO.
00
CD
Address of Construction:
Property Legal Description (Include all easements): 17
D N qb
Owner and/or Builder: AJ OK?i�_Oote-, Co U
Contractor & License No: L
Single Family Residence
Multi -Family /X""' (No. of Units
19 D LE'Y,� AC ��C_Sj
)-a �,� 11--6- / ?
EN�W:C I �OD��L I �NE
Commercial (No. of fixture Units
Invasion into City Right -of -Way: No Yes (If Yes, Right -of -Way
Construction Permit required. Call One -Call -Center (1-800-424-5555) before any
excavation.)
Cross other Private Property: No Yes (If Yes, easement required,
attach legal description -and county easement number.)
PLEASE D TH EMS LISTED ON THE BACK
I eertify that I have read and shall comply Date
eith the items listed on the back.
Permit Fee: 4,00-00 Issued By: 6 4"V_"2.J
T1 Fr �_ � C .
Trunk Charge: /00. (DO 'Date Issued:
Assessment Fee: - Receipt No.:
Partial Inspection:
Comments Date Initial
Final Inspection Approved:
Dafe— Initial
Rejected:
Reason Date I—nitial
** PERMIT MUST BE POSTED ON JOB SITE **
Wh-ite Copy - File Green Copy -'Inspector Buff Copy - Applicant
The City of Edmonds Side Sewer Drawing EASEMENT NO . ............................................
NEW CONSTRUCTION [0-' REPAIRS Fj LID NO - ------------------ ASMT. NO - ------------------
OWNER ------------------------------------------------------------------------------------------------ CONTRACTOR ..... N�10 - 0-0- Vj
---------- PERMIT NO.
JOB ADDRESS . ....... koq
--------- ------------------ ------ --- LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO - ------------------------------------
oli. . ..................................................................................................................................................................
�lj NAME OF ADDITION ................................................................................................. ---_------------
e
PWW-0001-1 1/75 (REV.1 1/78)
31
j,
(e
-------------- I. -
�NWO
Approved:
DATE.............. By ---------------------------------
I
NOTICE:
N--- �nwa rra n.
I
The information shown on the attached
map(s) was compiled for use by the City of
Edmonds, its Employees and Consultants.
Th,le Ci'ty of �Edm.qnds does not ' warrant the
accuracy of anything set for.th on these
rnap(�_). Any person or entity -requesting a
copy should conduct an independent
inquiry regarding theinform - a . tion shown on
_tFe -map(s), including, but not limited to,
th'e lociation of any sewe r stub shown. Su&
sewer stubs may or may not exist and may
or may not exist at the location shown.
Neither the r-ity of Edmonds nor its
%_1
emp]-o-yee-s o-r offi-ce-rs -shall-1 be 1--ila-b-Ife for the
information given on this map(s), nor for
any -one representation provided based
upon . said map(s).
CITY OF EDMONDS
52/NEW
ADDITION
RETIREMENT
ASSET INFORMATION SHEET
ASSET NO.
ADDITION TO ASSET NO.
DESCRIPTION
L
Y7 cp e
SERIAL NO.
LOCATION
DEPT. NO.
I go I
PURCHASE ORDER NO.
PURCHASE ORDER DATE
COST
PROJECT NUMBER . - VA 6 � �z
PROJECT COMPLETION DATE 7�
COST S S, -3 Q
B.A.R.S. ACCOUNT NO. C) 0 L( (f
ESTIMATED LIFE—��
INITIATED BY DATE APPROVED BY
"SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST
*SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT
ACCOUNTING ONLY -
[Y'DEPRECIATE
MONTHLY DEPRECIATION AMOUNT
ANNUAL DEPRECIATION AMOUNT
G.L. ENTRY
REFERENCE
DATE
-Q�,
VERIFIED BY
PROCESSED
BATCH NO. -
INITIAL
FINANCE
COMMERCIAL/MULTIFAMILY OCCUPANCY APPROVAL FORM
DATE SENT:
FROM: Permit Coordii%,TR, EETFLEon
TO: FIRE DEPARTMENT - Gary McComas
ENGINEERING DIVISION - Dan Smith
PLANNING DIVISION - Leigh Francis
SUBIECTJ/ - y
6�a ADDRESS
PERMIT1V (0 . ADB#r
Please conduct a field inspection and advise any outstanding
requirements on the above permit, in order that they may be given final
approval and a Certificate of Occupancy issued. The approval also
constitutes the initiation of release on all applicable performance
bonds for the project.
I. APPROVED
Ii. FAILED INSPECTION - OUTSTANDING REQUIREMENTS
1.
2.
3.
4.
STREET
FILE
A
n. n.
t4b 0�1
IN
I
TO PERMITTEE AND/OR OWNER
El PARTIAL APPROVAL
VIOLATION
CORRECTIONS REQUIRED
PERMIT
NUMBER
JOB ADDRESS
41
NO PERMIT — STOP'WORK — REMOVE CONSTRUCTION OR OBTAIN
PERMIT AND MAKE WORK COMPLY WITH BUILDING LAWS.
CONSTRUCTION is NOT IN ACCORDANCE WITH APPROVED PLANS
AND PERMIT — STOP WORK. MAKE EXISTING WORK'COMPLY WITH
APPROVED PLANS AND PERMIT OR REMOVE IT.
STOP WORK — UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR.
CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN
BE APPROVED.
ORK DESCRIBED BELOW HAS BEEN INSPECTED AND IS APPROVED.
CONTACT INSPECTOR AND RECALL FOR INSPECTION.
ARRANGE FOR APPOINTMENT.
THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN
DAYS OR PENALTIES IMPOSED BY LAW MAY BE APPLIED.
r-9v INSPECTIONS CALL: 771-3202
UILDING DIV.
INSPECTOR PUBLIC WORKS
CITY OF DATE FIRE DEPT.
EDMONDS
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a6l.- 10 OR aQUAL) NOTE: t�)&�JGFj ENG1 NEE)e To Ij,4SpE:C_T TOW 40497-4:2-e
GgNg 6L,, i�QTES
STEEL IOUACeMEWT 1�er-OWG
1wv. 4?v. W.
I CAoz- RESTRICTOP2, D;:_:'-"rA I I THE POU)QING OF CoWr-WeTE, I LOCATIONS OF EXISTING tTILIT,IE$ At IMPROVEMENTS SHOWN ME ..... fi-,�j
materials APP90XIMATE ONLY AND IT, SHALL BE THE 9ESPONSIBI,LITY OF THE
N-t CONTRACTOR:10 09TER , M E THE EXACT LOCATION(S) OF ALL UTIL- mosses, --so
rs 'OR DISTURBANCE, 1-0 0100000 C
M ITIES AND IMPRIOVEMEK, S, TO AVOID DAMAGE \Olt .... . -
*TIO -PROX.
T , wo-men rocks (300,to 600 pound#)o 13" In least dimension,* ... .. . LOCA
Throe -molt rocks-(800,6 100 pounds), 16" In least 4�1-' 2.. ALL CONSTRUCTION SHALL CONFORM TO,'THE "STANDARD SPECIFICA- Ex. ilb" cmp 01—
session. and A TIO45 FO ' R MUNICIPAL PUBLIC WORKS CONSTRUCTION" AND -'STANDARD
7*
Mansion. QUAK*Y OVALL ft*.-_KFtLt� MENTS CSTABLISH90'AT 01Y REARINGS',ON' THIS PLAT.
'0044 for bottom course rock in all -0 3. ALL CONSTRUCTION IS SUBJECT TO 70E'INSPECTION BY THE CITY re �X-
rour-son rocks (11500 to 2200 pounds), 18" in least di- PLMS ASADOPtED BY THE CITY OF EDMONDS, AND ANY REQUIRE-
four-wo rocks shall be T019�1 422�.OZ
rork"rotsining vall* over 60 in height. OF EDMOR0$ AND THE CONTRACTOR SHALL NOTIFY THE CITY OFr HIS
I wy.
SCHEDULE IN SUFFICIENT JIME TO PERMIT INSPECTION PRI'W'TO
(2)., The rock material 0all be as "early rectangular to poasib"Is. AND'DURING THE WORK. W\J 4Z4.77 15.
"V. 4 L-4.79 W.
No stone shell used,which does not tend through the . I I I I " I
woll. Tbe rock material shall be hard, sound, durable and
frio,fro%, weathered "Portion$. Creaks, '*that defects 4. ALL WORK WITHIN THE'PLAT AND CITY�RiGHT OF WAY SHALL BE STORM DRAINAGE PLAN
*P* SUBJECT TO THE INSPECTION,OF THE ENGINEER.
The rock denotij thall Us a siotmes,of 160 pounds par cubic
:5z OR SHALL BE RESPONS16LE FOR OBTAINING ALL FOR
foot.
5. THE CONTRACT
The retain I ins wall shall be startit! by auavatiog a trench, not s1p PERAITS FOR ROAD AND UTILITY CONSTRUCTION.
rc
-1 -TEMPORAMSE61'MENTATION COLLECTION
Iasi twon, six (6) tactics ot'Mori:thon one (1) foot In depth�belofo 6. PROIIDE AND MAINTAIN
subgro4i to excavation sections or,'below the wistiog ground
FACILITIES TO INSURE SEDIMENT-�ADANWOER DOES NOT�EOER
0, MA
10-401, In ea�baltltmsnt 'set tions. THE NATURAL- DRAINAGE, SYSTEM. THESE FACILITIES' MUST BE IN HOWARD' BROW
Rock selection and � plaefteot shall be such that- there will 'be OPEZATION PRIOR TO CLEARING ANDGRADJNGj AND,SATISFACTORILY
ALTEONAtE Lgfvr. 0,�f, LENOT"
%intmu*voida arAt -ivt�the exposed fato.of, the vall, "'open voids L-N-1-Z-OPTIONAL LUO !*0 VARS MA19TAINED �UNTIL, CONSTRUCTION IS COMPLETE AND THE POTENTIAL, I mil S E 1/41NEY4, SECTION 30, T 27 R. 4 E., W. M.
oyer, six (116) Lochas,stroJis In mtkY direction. it* final o9urs*,','
Shall have A ho'PlAtio tostaimits erosion OASE IIARS- SPACING' so' SPACIN0 So OF ,)N-S I TE EROSION I HAS PASSED.
;if iho� bac'kiili ;astotisiz � 'The,, larger rO ke shell ho p1mead at, the EDMONDS
7. ALL STORM, ER 0iPE,S'HAU''�OE' CORRUGATED, METAL 14� GA. N
SEV WASH 111h IGTOrNI
boa* of the vocka':ao that thwvAll vill be scool* aud,hava a, GALIANIZtt) AND ASPHALT, COATED TREATMENT A OR BETTER,
stable -'appearance,., * Iths, roc,4ik shall Us flocid to a safter such FIVMK RA11w
that loositU41tA1 Asia of the Too, 0441,1 "bo. at I issbt, 04160 or pirpift-, FIG. 14-4 DETAILS AND NOIATION- LOW WALLS CMUGATED ALUMINUM PIPE, 16 GA., OR PVC .
'i taci� �Tba rocks Itholl bAv* *11 , taclintng MIKAPI t4O OK
_41culor, to the�voc, or)
faces sloping to 'the back of, tho:,voollory. , tach course of reeks 8. SAN[ TARY SEWER PI RE SHALL BE 6"PVC-SbR��-ASN SPEC. D3034'
006th., Aft#rA#tcic4 each t*4r*#,of 'rock' Altvolda.heiveea- r_., r-W014 151'r- PT ft JO 'PREt
to ttSbaj 'and evon1j, ", 0assib'101 on'tht tcutwe Aor) cowTreoL. ck-Ack To r-nems MATERIAL Ok CONCRETE ASTM-C�14,*CLASS 3 RUBBER GASKET, FILE
thsit NOTC_
rocks OWW*it on'thi has qu , arty took to 4t- 9. SIDE SEWER -'PIPE SHALL BE PLACED'ON U AL, M s
11 "th NDISTURBED SOIL. NATIVE
2-ftwu squevo probe.
lowt to pass, 4 - MATERIAL,CAN BE USED FOR'SACOILL PROVIDED SHARP ROCKS ARE :k DEC 1,9 1986
I-lipw rv::
44 KEPt OFF TH E PIPE �OURINdTHEOACKFILL PROCESS.
The �vall backfIlL, shall consist at quarry, *polls vith a taxitmon
$Los ot,faur: (4) Iftfita's"O"'s odsious olto of, two (1) Inches. 7 1 'TING WATEAMAINS40 BE ACCOM
This material shall, be put,04 so an *ttht � (0) inch miftilmlla 10. ALL CONNECTIONS TO EXIS PLISHED BY
tbtckai*i� 6*tV#"'tho� Outtri'thill sod'ibe cut Lor -fill mat tit THE CITY OF EDMONDS WATER DEPARTMENT. � SERVICE REQUIREMENTS
at
btokfill, so TO IE ARRANGED FOR PRIOR' TO START OF CONSTRUCTION THROUGH
WATER DEPARTMENT,rCUSTOMER SERVICE SECTION (TEL.. 775-252S).
its Wild shall, bib #lAcc4 in lifts -to
'(6) toth,66 U4pw the top,of inch course of
ApProltillocoli v"i J�
they' are 01"i until t1to,uppottoat eavrw to placed. AL t
ry1wktilt votortal, 6w tile' Uttartat surface at one, rock course, -MI 11. ROAD RESTORATION SHALL BE PER CITY OF EDMONDS S le CITY OF SOMOW06 jeeVIeW
shall be removed, Usfore setting tho'next: cottros. TANDARDS.
12. ALL ROOF DRAINS SHALL BE CONNECTED TO STORM, DRAINAGE SYSTEM.
whon�s s0evalk Is to be Uut1t,ovor &,rock r*talbiog wall. the KOCKSKY VeTA I L. aileAget wwsr,)-iFPwALe OSTAIL i . �. I -Sauerland & Astannift+0
- 0 �_11 U.11 .,"I I �A tt—A 4. Lovell
Wr 0 � C14 A 'Cap constructam
of cement concrete, Clatts,"ll!' in accordance vitti the' splitaUle
pvo�rlsiona of Section 6-02 of the Stondia,'rd Spe0fic4tiotts. 6t
vith,reductO vatti contest resulting in slump of not over two
(2) Ifthvs�
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INV. 404.?0-WG,3T:
FOR
HOWARU BROWN
IN SE 1/4, NE V4,SECTION 30,T27N., R.4E.,W.M.
EDMONDS, WASHINGTON
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Materials
(1) Size categories shall include:
I
Two -man rocks (3DO to 600 pounds), 13" In least dimension;
Three-man rocks (800 to 1200 pounds), 16" In least di-
mension; and
Four -man rocks (1500 to 2200 pounds), 18" in least di-
mension.
Fo ur-man rocks shall be used for bottom course tock in all
rock rate Ining walls over 6' in height.
(2) The rock material shall be as nearly rectangular as possible.
No stone :he 11 be used which does not extend through the
we 1 1. Th rock material shall be hard, sound, durable and
free from weathered portions, seams, cracks, other defects.
The rock density shall be a minimum of,160 pounds per cubic
foot.
The retaining wall shall be started by excavating a trench, not
less than six (6) Inches or more than one (1) foot in depth below
subgrade in excavation sections or below the existing ground
level in embankment sections.
Rock selection and placement shall be such that there will be
minimum voids and, in the exposed face of the wall, no open voids
over six (6) inches across in any direction. The final course
shall have a continuous appearance and be placed to minimize erosion
of the backfill material. The larger rocks shall be placed at the
bare of the rockery so that the wall will be stable and have a
stable appearance. The rocks shall be placed In a manner such
that longitudinal axis of the rock shall be at right angles or perpen-
dicular to the rockery face. The rocks shall have all Inclining
face 8 a loping to the back of the rockery. Each course of rocks
she 11 be seated as tightly and evenly as possible on the course
beneath. After setting each course of rock, all voids between
the r. cks shall be chinked on the back with quarry rock to eli-
minate any void III fici.nt to pass a 2-inch square probe.
The wall backfill shall consist of quarry spalls with a maximum
9 Ite of four (4) Inches and a minialum size of two (2) inches.
This material shall be placed to an eight (8) Inch minimum
thickness between the entire wall and the cut or fill material.
The backfill material shall be placed In lifts to an elevation
approximately six (6) Inches below the top of each course of
to eke a a they are placed, until the uppermost course is placed.
Any backfill material on the bearing surface of one rock course
shall be removed before setting the next course.
When a sidewalk is to be built over a rock retaining wall, the
top of the wall shall be sealed and leveled with a cap constructed
of cement concrete. Class "C" in accordance with the applicable
provisions of Section 6-02 of the Standard Specifications, but
with reduced water content resulting in slump of not over two
(2) 1 nches.
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GENERAL NOTES 4or-7.15-W.
1 [OCATIONS OF EXISTING UTILITIES AND IMPROVEMENTS SHOWN ARE
XPPROXIMATE ONLY AND IT SHALL BE THE RESPONSIBILITY OF THE 0%%
CONTRACTOR TO DETERMINE THE EXACT LOCATION(S) OF ALL UTIL- I EX - 55C 0
[TIES AND IMPROVEMENTS TO AVOID DAMAGE OR DISTURBANCE.
LOcA7 10 �-4 AppRox.
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2 . kLL CONSTRUCTION SHALLCONFORMTO THE "STANDARD SPECIF ICA- r
rIONS FOR MUNICI PAL PUBLICWORK SCONSTRUCTION" AND STANDARD PLOT PLAN
AENTS ESTABLISHED AT CITY HEARINGS ON THIS PLAT.
)LANS AS ADOPTED BY THE CITY OF EDMONDS, AND ANY REQUIRE- rz x
3. kLL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY TC2r�' 420.00
)F EDMONDS AND T HE CONTRACTOR SHALL NOTIFY THE CITY OF HIS I ",,). 40a-cl? - G. AND
SCHEDULE IN SUFFICIE14T TIME TO PERMIT INSPECTION PRIOR TO I "V 4Z4.-77 - 15.
kND DURING THE WORK . 4 0,a- 70 - W
STORM DRAINAGE PLAN
4. %LL WORK WITHIN THE PLAT AND CITY RIGHT OF WAY SHALL BE
SUBJECT TO THE INSPECTION OF THE ENGINEER. (\3
5. rHE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAI NI NG ALL .1 FOR
PERMITS FOR ROAD AND UTILITY CONSTRUCTION.
6. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION HOWARD BROWN
FACILITIES TO INSURE SEDIMENT -LADEN WATER DOES NOT ENTER
THE NATURAL DRAINAGE SYSTEM. THESE FACILITIES MUST BE IN
DIPERATION PRIOR TO CLEARING AND GRADING, AND SATISFACTORILY IN SE 1/4, NE 1/4,SECTION 30,T27N., R.4E.,W.M.
OAlNTAINED UNTIL CONSTRUCTION IS COMPLETE AND THE POTENTIAL
DF ON -SITE EROSION HAS PASSED. EDMONDS, WASHINGTON
7. ALL STORM SEWER PIPE SHALL BE CORRUGATED METAL 16 GA.
SALVANIZED AND ASPHALT COATED TREATMENT I OR BETTER,
2ORRUGATED ALUMINUM PIPE, 16 GA. OR PVC,
8. SANITARY SEWER PI PE SHALL BE 6"PVC-SOR35-ASTIASPEC. D3034 R F_ i� I V F_ D
ATERIAL OR CONCRETE ASTM C-14CLASS 3, RUBBER GASKET .
9. SIDE SEWER PIPE SHALL BE PLACED ON UNDISTURBED SOIL. NATIVE OCT
MATERIAL CAN BE USED FOR BACKFILL PROVIDED SHARP ROCKS.ARE
KEPT OFF THE PIPE DURING THE BACKFILL PROCESS.
PERMIT COUNTER
10. ALL CONNECTIONS TO EXISTING WATERMAINS TO BE ACCOMPLISHED BY
THE CITY OF EDMONDS WATER DEPARTMENT. SERVICE REQUIREMENTS
2 PEIZ 'GITY OF E[DKAOkJ0G COkAkAEQTS, I-ZG-37 Gb
TO BE ARRANGED FOR PRIOR TO START OF CONSTRUCTION THROUGH
NATER DEPARTMENT CUSTOMER SERVICE SECTION (TEL.: 775-2525) .
fe)-;� C IT'/ OF el!DMON05 K _\JI F-W TVC
11. ROAD RESTORATION SHALL BE PER CITY OF EDMONDS STANDARDS.
I 2.ALL ROOF DRAINS SHALL BE CONNECTED TO STORM DRAINAGE SYSTEM. L Lovell- Sauerland & Associates, Inc..
s
I;?, ENGINEERS SURVEYORS'-, PLANNERS
OS"w"I"IEET FILE
23106 100TH AVE. W. EDMONDS WA. P H 0 N E �775-1591
DRAWN CHECKED DATE F,B. SCALE FILE N
TVC RSJ ZI-35 .11 17 10' 1570
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ON 111988
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