20618 88TH AVE W.PDFiiiiiiiiiiii
8478
20618 88TH AVE W
N M7641' W
6 M*26'411 E
DI-01 Mf
EASEMENT
---------- r -------------------------
- - - - -t - — — — — — — — — -
0ONCRETE
DRIVEWAY
NT IN
- ----------
1 PONT TY
owlbl
--- op
-..3 4
\T
GARAGE
15'-V ACCE86 AND Vr[Lrrr
EAM im TO 6EMYE LOT 5
pri
Ll
3e
4 Im.
F�/ / / Z / / / / : I / " \ \ \ / / I
)cpos 1v T-
/ M292
AXMJM ROM - 4223
5*-V* UT[Lrrr
EMEMENT
NORTH
Plot' Plan
6CALEb I" - 2V-40'
HEIGHT CALCULATION
PONT'N
MAC'
POW v
MWA&
POW Ic
"1251
PONT V,
39&151
------
AYMIAMM
GRAM
------
;;iT11;7
ACMAL �M*W 4"
MAXMM �GOWT 4n;15'
N
row 15,
31&bv
16
L
f;ON—T -1 Y--
— — — — — — — — — — —
L— — — — — — — — — — — —
L--------- I ----------------------------
6 M*26'51 B
21,M'
LOT COVERAGE CALCULATION LEGAL DESCRIPTION
-------------------- --------------
LOT COVERAdE 2�Tll *1" — LOT D. CLA"O" A00MCN
. '. ': ._ 17 cxrr op wmace, wA6i4mTcN
LOT AREA a
— — — — — — — — — — — — — — — — — — — —
LOT COVERA FERMWA00 22 14
M'-Vo WATER EAMMENT
& ft2619" 6
CITY OF EDMONDS
Address of Construction:
�e D6k/
5
SIDE SEWER PERMIT
PERMIT '1'�2 9155
0 9 —4 ,Ie_� 4e____4t
Property Legal Description (Include all easements):
4Z
gig,
j)11BLJG NNORY'S
Owner and/or Contractor: (I 114--.Kis le-c�."4!!5" _S�-
StateLicenseNo. CZ.,�514107,99fff — Building Permit No.
21--Single Family
El Multi -Family (No. of Units
El Commercial
El Public
I CE
as i
Invasion into City Right-of-Way:-gf—No
'0 0
RW Construction Permit No.. —
Cross other Private Property: K No 0 Yes
Attach legal description and copy of recorded easement
I have read and s all comply with all city requirements
on the back of the Permit Card.
Date
* CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION *
USE: ONLY,
FOR INSPECTION CALL 771-320 ",UBLI W PT.
Permit Fee: — 3 0
Issued
Trunk Charge: 75� Date Issuedl
Assessment Fee: Receipt No.:
Lid No.:
Partial Inspection: Date —Initial —
Comments
Reason Rejected: Date —Initial —
Final Inspection Approved: Date Initial ZL2-
1 01T__
** PERMIT MUST BE POSTED ON JOB SITE **
White Copy: File Green Copy: Inspector Buff Copy: Applicant
Rewsed 3!90
Th,m r; ^f PA&"^nAe Side Sewer Drawing V,
ly EASEMENT NO . ............................................
NEW CONSTRUCTION Ig RFPAIRS 0 LID NO . .................. ASMT. NO . ..................
OWNER.............................................................. .... .............. ............ CONTRACTORC-o6k).n ...... EA ............................................ PERMIT NO. P-155
JOB ADDRESSZO.(,.1,8 .... ............ : ............ LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ....................................
..................................................................................................................................................................
NAMEOF ADDITION .......................................................................................................................
Al
tic/
pe- 2-1 De-429
/\-9
j-
19,
oee-,p Pipe Geq
fir it
f If f1villilf /1/// (Q
/I/////// 11IT71, 1111,111711111 /1 Nit *Sea+ o Ac\ec
vjoo�j 'reA,0-e--/
Approved:
PWW-0001-11175(REV.11/78) DATE ................. By---�- ;�aaw .......................
'5�
NOTICE:
a 7n - Y...
NO w r ation'shown on the attached
The inform
map(s) was compiled for use by the CitY Of
Edmondsi its Employees and Consultants.
Th,e City ofEdmonds does. not. warrant the
t these
accuracy of anything set for. h on . *
rnap(s�. An . y person or entity,requesting a
copy should conduct an independent
inquiry regarding the information. shown on
---tH� -map(s), including, but not limited to,
th . e lociation of any sew-er stub shown. Suc
sewer stubs may or may, not e.xist. and may
or may not exist at the location shown
Neither the City of Edmo-nds nor its
ernp,1,o,yee*s o*r offi-ce-rs -shal-1 be 1--ia-b-1--e for the
information given* on this map(5), nor for
any one representation provided based
upon said- map(s).
I -Ur
�61 08: 13 FAX
October 16, 1996
Mr. Paul Stromme -
stromme Construction
9623 - 8th Avenue N.E.
Seattle, WA 98115
RE: Hoffman Short Plat, S-95-197
Dear Mr. Stromme:
RECEIVEr)
0 2 109r,
%10
PERMIT C0V1YTPrj
You intend to construct homes an three contiguous lots in Edmonds. Ile site is in the
vicinit
y of 20618 - 88th Avenue West Two of the lots are on a shared moderate slope and
tEe- _th�rd is below t—he-Tsa-p—e —an-d—re-ra-UVely flat- Attached as page 5,of this letter is a partial,
scale -altered site and topo plan prepared by Dean Read, architect
You have a long familiarity with the combined properties and were aware that foundation
conditions were- unfavorable for conventional shallow foundation support on Lot 3. For this
reason and to head off any future questions about slope or foundation support for Lots 1
and 2, you asked me to inspect and prepare this letter.
At my suggestion, you arranged for the services of a backhoe at the tirne of my inspection
last week. �hree test holes were du,(,,,; their locations are shown on page 3. A summary of
conditions found is presented on page 4,
7he stratigraphically de * epest soil type is'glacial till, found at location three- Locations one
and two are in an ancient swale which first collected sandy sediment then or-ganic silt and
peat- Grade bas been raised about 5 feet Vnith fill. You can expect that there might be
intermittent gr6undwater presence at 2 to 3 yards depth at Lot 3, though none was observed
during test digging.
Soil conditions are highly favorable for developing Lots I and 2, The glacial till there is a
hardpan at a depth of roughly one yarcL I recommend that all parts of your foundation
system be dug sufficiently deep to bear on the hardpan. Because of the unusually hlcrh
M.
strength of the till, slope stability is not an issue.
Conditions are not favorable for conventional foundation support on Lot 1 1 recommend
that.the bouse there be supported on small -diameter steel piles. The piles would be
between 2 and 4 inch diameter and of length� determined by driving performance. The
piles would be driven to practical refusal as def-hed by the procedure and equipment
employed. Below is a summary of size -capacity options. Mgher capacities or different sizes
might be allowed subject to load testing or other justification.
WJ U U;:
JAMES EATON, PE &% GEOTECHNICAL SEFiVICES
(206)682-6942 VA Box 126 * H�bart, WA 98025
08:13 FAX
Q003
Mr. Paul Stfomme
October 16, 1996
Page 2
Pile Type Driven By
2" Schedule 80 90 psi pneumatic
hammer
3" Schedule 40 350 lb. hydraulic
hammer
4" Schedule 40 350 lb. hydraulic
hammer "' '
Nominal Allowable
C�apacity
4 to 5 K
12 K
16+ K
Tle substance of 'this information was verbally passed to Clark Johnson Assoc., your
structural engineers. At that time ihe garage floor options were briefly discussed. With less
than a full structural slab there is some risk of slab settlement. You can minimize the
effects of settlement in ways short of pile support. The choice may reduce to a practical
and economic one and will be discussed with you and your design team.
Conditions beneath Lot 3 are not so adverse as to require special recommendations for
utilities or for incidental improvements such as the driveway or sidewalks.
Please see that I am provided with copies of the foundation plans when available.
Yours very truly, -�4t
cc
James Eaton, PE 11917
62-8791
Qrs-rV.
NAI-
cc: Dean Read, Architect
Clark Johnson [:�P I R�ES
., Structural EngineqL_=:..
H
ss N89)-
S16 50 W -Fs
� N"
BE"I
9016 OW_f
—'B.-.. CONC OU ....A
Go
r \\.S �TBACK
LINE
'Aw c444
r
%126 �VNJ*
-,0'
C-4
COW
41
sq-
Ar
Z:
X.
00
.1c
Li W84-1 '5 low rl
Y) 41�j
D
Asq.
10/19/96 08: 13 FAX
0005
#1
#2
#3
TEST PIT LOGS
0 It
5.0'-5.3' Variable silty sand and sandy silt fill (sofvloose)
Medium to dark brown organic silt with peat (soft)
7X-7.4' (Var-)
Gray firm sand with some coarse (medium to dense)
10.3' Completed and backfilled 10-8-96; no groundwater encountered
A11
Variable silty sand and sandy silt fill (sofOoose)
5.44
7.2'-7.4' Medium to dark brown organic silt with peat (soft)
Gray firm sand (medium to dense)
9.5' Completed and backfilled 10-8-96; no groundwater encountered'
I
AI
Medium brown silty sand with gravel (glacial d1l, gradational
3.4� weathered and with roots)
Light to medium brown silty sand with gravel' (glacial till
hardpan)
6.5' Completed and bar-IrMed 10-8-96; no groundwater encountered
WINDOW SCHEDULE WORKSHEET
Complete the following form and submit one copy with each set of plans. The information shown on this worksheet must
correspond to the windows shown on the plans. Include rough opening of all windows, skylights, glass block, Doors with more
than 50% Zlazing must also be shown, The rough opening is the framed dimension prior to installation of window, door, etc.
�f)
Total Glazing Area (rough openings)
Sq.Ft'
Total Heated Floor Area YW450,0-N2)
Sq:.:FTt.:
Actual Glazing Area Percentage (Line A divided by line B x 100)
Maximum Allowed Glazing Area Percentage (determined by compliance option - see reverse charts)
ENERGY.DOCAMB7/96
ATE RECEIVED
3
PIRE
USE PERMIT
CITY OF EDMONDS
7—t
ZONE
NUMBER 2 Q&a:L6
CONSTRUCTION PERMIT APPLICATION
JOB SUITE/APT#
ADDRESS � \ ',L—
0
OWNER N ME/NAME OF BUSINESS
PLArAME/SU DIVISION
LO;O'
LID NO.2J4�
4 �� /*
LID FEE $A)14
MAILING ADDRESS
UM
i
z
I:
0
44
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESCP Approved
RW Permit Required Po n
street use Perraft Req-416 C3
CITY ZIP
TELEPHONE
EXISTING PROPOSED
Impaction Required (a,
Sidewalk Required Alo 0
�
REQUIRED DEDICATION --..=='—FT
Underground .
Wiring
required M,
NJ
METER SIZE
LI�N SIZ
NO.OF FIXTURES
PRV REQUIRED
j
W_ UC-1
YE NO 0
A
C:;t 4-1
M
ADDRESS
REMARKS
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE WS
z
a
z
ul
CITY ZIP
TELEPHONE
0 d 41 J
-7cyl
NAME
C7 r
cc
ENGINEERIN'Ge REVIE ED DATE
IJ
77A
ADDRESS
_71 �-A 'S 6�.. id,
FIRE REVIEWED BY DATE
CITY ZIP
TELEPHONE
z
0
0
U.
VARIANCE OR,CU
SHORELINE OR ADB#
INSPECTION
REO'D
LBO N ID
POSTED
STE
STATE LICENSE NUMBER EXPIRATION DATE
CHEC6ED BY
IR*rl
\-A
SEPA REVIEW
SIGN AREA
HEIGHT
PROPERTY TAX ACCOUNT PARCEL N6.
COMPL E EXEMPT
ALLOWED PROPOSED
A�LOWED PROPOSED
uj
E
4-,KNEW VRESIDENTIAL PLUMBING MECH
LOT COVERAGE
ALL!?WF.D PROPOSED
REQUIRED SETBACKS (FT.)
FRONT SIDE REAR
PROPOSED SETBACKS (Fr.)
FRONT URSID� REAR
-
COMPLIANCE OR
.024-
A1109
z
ADDITION COMMERCIAL
CHANGE OF US
lc��/
z
PARKING
LOT AREA
PI AWNI "Y4EWED BY
14
REMODEL 0 SIGN
C] APARTMENT
REO'D I PROla"D
7
FENCE.
[3 REPAIR CYDS 0 FT)
11REMARKS
DEMOLISH TANK o OTHER
z
%GARAGE RETAINRING WALL RENEWA L ..
CARPORT ROCKE Y 0
(TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN:
CHECKED BY
TYPE 0014§iRUCTION
ICODE
OCCUPANT
GROUP
0
ig(-, Lgn A%,n �0 kge� a2��-ac*_
NUMBER NUMBEROF
OF DWELLING
I 1
CRITICAL
AREAS
1
uj
SPECIAL INSPECTOR
pa" R*
PANT
0
RIES UNITS
STO I
NUMBER
REQUIRED E] YES
5012 .1 1 iA—. I
III2,1:j =11164!
IF
.11
DESCRI�EWgRkTO BE DONE !12-!
-
t
REMARKS
RIIESS IP CTIONS P4R UBC 108/FINAL INSPECTION REQ'D
,or_f 4/1
A %.A Lall�� 19Y - 4
Is
VALUATION
FEE
PLAN CHECK FEE
HEAT SOURCE GLAZING LOT LORG %
3uv
e BUILDING 0
645 1 /0 452
PLAN CHECK NO: VESTED DATE PLUMBING
D
MECHANICAL
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
0- BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
9 GRADING/FILL
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
D SEPARATE PERMISSION.
STATE SURCHARGE A.-tilb
Lu PERMIT APPUCATION: 180 DAYS
IL PERMIT CIMIT. 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS ENG. REVIEW FEES
50
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
ENG. INSPECTION FEE
(n 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
W IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
1 1:11111 4155001F
2 EDMONDS. WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
RECEIPT
x FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE PLAN CHECK DEPOSIT
0 A C)
i DEEMED TO MODIFY. WAIVE OR REDUCE NY REQUIREMENT OF ANY CITY ORDINANCE
0 NOR LIMIT IN ANYWAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.* RECEIPT A5,
X1 TOTAL AMOUNT DUE Du
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
APPLICATION APPROVAL
GIVEN IS CORRECT. AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- This application is not a permit until signed by the
CALL
TION; AND IN DOING THE WORK AUTHORIZED THEREBY. NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid. and
IN VIOLATION OF THE LABOR COPE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided.
WO�KMEN'�COMPENSATION INSL)RANCE AND RCW 18.27.
(OWR OR DATE SIGNED OFFIC ELMIGN. DATE
L 771-0220
WGNATUR
__7 RELE ATE
NT 10
E ENTION EXT 333
L TO USE OR OCCUPY A BUILDING OR STRUCTURE
I UNLAWFUL UNTIL
I I I U L
771-0221
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
ORIGINAL - FILE YELLOW - INSPECTOR
CATE OF OCCUPANCY HAS. BEEN GRANTED. UBC SECTION 109 FAX PINK - OWNER GOLD - ASSESSOR
NOV 1 4 1994 CA FILE NO._Y�
PLANNINIU DEPT. Critical Areas Checklist
Site Information (soils/topography/hydrology/vegetation)
1. Site Address/Location: e S-
2. Property Tax Account Number: 6-0 6 ;7-
3. Approximate Site Size. (acres or square feet): o 0 6 oz�r. 4A,�
4. Is this site currently developed? i--1yes;_no.
If yes; how is site developed? 2:4�,c..gu2e_
5. Describe the general site topography. Check alfthat appl
Y_
Flat: less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a
horizontal distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise
of 10-feet over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: )t.<) Approx. Depth:
7. Site contains areas of seasonal standing water: ),Lj Approx. Depth:
What season(s) of the year?
8. Site is in the floodway floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? Flows are seasonal? (What time of year? —
10. Site is primarily: forested - 41--- ;meadow i,-- ;shrubs mixed
urban landscaped (lawn,shrubs etc—)
11. Obvious wetland is present on site:
P-V O.WX"3
af 9 0 . 194 -
City of Edmonds
Critical Areas Checklist
The Critical Areas Checklist contained on
this form is to be filled out by any person
preparing a Development Permit
Application for the City of Edmonds prior
to his/her submittal of a development
permit to the City.
The purpose of the Checklist is to enable
City staff to determine whether any
potential Critical Areas are or may be
present on the subject property. The
information needed to complete the
Checklist should be easily available from
observations of the site or data available at
City Hall (Critical Areas inventories, maps,
or soil surveys).
An applicant, or his/her representative,
must fill out the checklist, sign and date it,
and submit it to the City. The City will
review the checklist, make a precursory site
visit, and make a determination of the
subsequent steps necessary to complete a
development permit application.
With a signed copy of this form, the
applicant should also submit a vicinity map
or plot plan for individual lots of the parcel
with enough detail that City staff can find
and identify the subject parcel(s). In
addition, the applicant shall include
other pertinent information (e.g. site
plan, topography T I ap,. etc.) or studies in
conjunction with this Checklist to assist
staff in completing their preliminary
assessment of the site.
I have completed the attached Critical Area Checklist and attest that the answers provided are
factual, to the best of my knowledge (fill out the appropriate column below).
Owner / Applicant:
Na e 61
-:F,d a -"eq /12,/
--" �f— Qe& 11>7.
Street Address 01
!�Z4gbjZ ZV-4(�79 5�
City, State, ZIP Phone
�S!� fig at D
Applicant Representative:
Name
Street Address
City, State, ZIP Phone
Signature
Date
City of Edmonds
Critical Areas Determination
Applicant: I Mary Jane Thompson. Determination #: I CA 94-217 1
Project Name: Permit Number:
Site Location: 20605 Maplewood Dr. Property Tax Acct #: L5067-000-020-0002
Project Description:
Waiver Criteria (all criteria must be found to apply):
V There will be no alteration of the Critical Area or its required buffers;
V The development proposal will not impact the Critical Area in a manner contrary to
the goals, purposes, objectives and requirements of the Critical Areas ordinance;
The development proposal meets the minimum standards of the Critical Areas
ordinance;
Based on the above findings and conditions, the requirement for a Critical Areas Study
associated with this development permit is hereby Waived, as authorized by Chapter
20.15B. 150 (B) of the Edmonds Community Development Code.
-Z Kirk J. Vinish 't� I. !��t
Planner Signa6re Date
PLANNINns DATA
SITE ADDRESS: DATE:
ZONING: a -12, ----.PLAN CHK#: OT A4,
PROJECT DESCRIPTION:
CORNERLOT &J—.(Yes/No) FLAG LOT (Yes/No)
SETBACKS:
Required Setbacks:
Front: A:!E' Left Side:—j-P_Rlght Side:_,�O_Rear:_�_�
Actual Setbacks:
Front:_jjQ Left Slde:,40 Right Side:--ZP _Rea'r:".
Street map checked for additional setback required? .' (Yes/No)
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/N)
LOT COVERAGE:
Maximum Allowed 29
,, 5 �?
BUILDING HEIGHT-
MaxlmumAllowed: Actual Height:
Datum Point: aturn Elevatlon:_gz_��
A.D.U. CREATED?:
SUBDIVISION:
CRITICAL AREAS #:
SEPA DETERMINATION: 1u)
LOT
OTHER:
Plan Review By:
c%fi1=%pmW*10sndudw