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6811 164TH PL SW
PROJECT REVIEW CHECKLIST
- . y- S,17-,E7
PROJECT NAME:je&)oko
z� 445� 4�n- _,7-C
PROJECT ADDRESS:.
PLAN CHECK #:
RECEIPT DATE:
EVIEW DBY:;-(nitial/Date)
PLAN. WATER
rllBlLDG. ["SEWER I
COMMENTS
FIRE
STREgj
ENQ]�
Setbacks/Vanance/Setback Adjustment
Conditional Use Permit
ADB Requirements
. . . . . . . . . . . . . . . .
Other Zoning Requirements
4-j
Underg ound Wiring Required
1//
5: -
Lot Slope 15%
6
SEPA Environrhental Checklist/Hydraulics Permit
7
Tree Cutting Plan
Plat/Subdivision Requirements
Legal Description Verification
Quit Claim/Street Dedications
Easements - Public/Private
Engineering Storm Drain Review Fee
Engi eering 2.2 Inspection Fee
Drainage Plan (On -Site)
Setback - Top of Bank, Stream, Water Courses
. ... ..... ..
Setback - Storm Drain Une
Open Ditch - Existing
Culvert Required
Culvert Size
Shoulder Drainage/Shale Open Runoff
Catch Basin Required
:.:22
Driveway Slope & Vehicle Access
- - - - - - - - - -
.23
Sidewalk Required
.24-
Curb& Gutter Required 79F-5
Fo:25:
Curb Cut For Driveway Required Mr,
[26
Street Paving R quired AJe;,
.':.27
Right -Of -Way Construction Permit Required
28
IStreet Name Sign Required
29
Other Signing Required
�30
Bond Required or Public Improvements
mom
31
FEMA Map Check/Water Table
:32
Side Sewer Availability VF-5
.33
Calculate Sewer Connection Fee If No LID
.34-
et File
�-35
Existing Water Main Size
36
Water Meter Size
37
Service Line Size
. . . . . . . . . .
IA/ -0
.:.38
Water Meter Charge Required
--:40
Hydrant Required
Hydrant Size Existing
Al.
Fire Line Charge Required - Sprinkler
MCA 1:42.
Street Cut
/1,43
xl-).441
,Miscellaneous
Reviewed By:
FIRE
PLANNING
ENGINEERING PU8LIC WORKS-
FILE:DATAI 23/PROJCKLS.SFN
v r, u ul, L, U 11 1 A t, 1
21
2
22
3
23
4
24
5
25
6
26
7
27
8
28
RW PERMIT DATE ISSUED RECEIPT I
9
29
10
30
11
31
12
32
13
PAID $ RECEIPT # DATE
33
SS PERMIT DATE -IS UED I
14
PAID $ RECEIPT # DATE
34
-.,RECEIPT
15
35
16
36
17
37
METER SIZEYq I D DATE RECEIPT
18
38
�PA
19
39
20
40
NOTICE:
No warranty of accuracy.
The information shown on the attached map(s)
was compiled for use by the City of Edmonds,
its Employees and Consultants. The City of
Edmonds does not warrant the accuracy of
anything set forth on these map(s). Any person
or entity requesting a copy should conduct an
independent inquiry regarding the information
shown on the map(s), including, but not limited
to, the location of any sewer stub shown. Such
sewer stubs may or may not exist and may or
may not exist at the location. shown. Neither
the City of Edmonds nor its employees or
officers shall be liable for the information given
on map(s), nor for any one representation
provided based upon said map(s).
The City of Edmonds Wzter N`%;e Dr, , Fing EASEMENT NO. ...— .. ............... .............
NEW CONSTRUCTION REPAIRS F-1 LID NO . .................. . ASMT, NO . ..................
OWNER................................................................................................ CONTRACTOR ... ...................................................................... ......... PERMIT NO . ....................
JOB ADDRESS .... ..................... .................. LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ....................................
.. .. ... .. ...
NAMEOF ADDITION ..................................... I ........ ..........................................................................
Olt
2.0 Oe-e,/g
1,1L,
I P0/,Y
7rr Q cc.< W"AE
,0e,,,e,ro -7A *Ar-w 7 el Ae
Approved:
— A -
PWW-0001-11/75 (REV. 11178) ................. By ................ ....................
Ict 7
Ai5R r oAy 5
CITY OF EDMONDS SIDE SEWER PERMIT
1,18 9 0 19 C�z PERMIT kl_0 8 7 5 9'
Address of Construction:
- ( �)l "Sw
Property Lqgal Description (Include all easements):
r-
Owner and/or Contractor: A)
Building Permit No.
State License No. A N Q k 6tk
-Er"Single Family
1:1 Multi -Family (No. of Units—)
El Commercial
13 Public
:7
.1,V5.0
U 3 1996
Invasion into City Right -of -Way: No 11 Yes
RW Construction Permit
Cross.other Private Property: No' 11 Yes
Attach legal clescripti n d copy of recorded easement
I cerTif-y—that 1-have ria-d and sha-11 comply with all city requirements
as indicated on the back of the Permit Card.
,;;,It - 3 -9(::12 -
Date
CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION
OFFICE. IJSE:� ON
I LT -
FOR INSPECTION CALL 771-1210 PUB , Lic WORKS DEPT.
_r7 Z_
Permit Fee: Issued By
Trunk Charge: Z5� 00 Date Issued:
Assessment Fee: Receipt No.:
Lid No.:— Z/O
Partial Inspection:
Comments
Date —Initial
Reason Rejected-� Date —Initial -
Final Inspection Approved: I Date6�(1-� lnitiall:::��
PERMIT MUST BE POSTED ON JOB SITE
White Copy: File Green Copy: Inspector Buff Copy: Applicant Revised 3'90
The City of Edmonds Side Sewer Drawing EASEMENT NO . .................. ....... .................
NEW CONSTRUCTION REPAIRS E] LID NO . .................. ASMT. NO . ..................
OWNER................................................................................................ CONTRACTOR .................................................................................... PERMIT NO.
JOB ADDRESS ... LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ....................................
..................................................................................................................................................................
NAME OF ADDITION
1 4 1
0
70
%?,e e-P. CA.?
PWW-0001-11/75 1/78)
Approved:
DATE Z�717::: .... F.� ...........
By 1:�
-rl�
Nmbem. ql,.i —jQ9C)
ry,
Isame
A. Addressor Vicinity of C6nstiuction' 11_464 PI—W
B. Type of Work (be specific): irnatjall"Spry�rp_ (,9611571'& 9611574)
I
C. Contractor. Vaahi=ton NaturajL Gas
Mailing Address: 1122 755St SW Everett
State License #: 98203
D. Building Permi t # (if applicable):
Contact:
Phone: cr�n4cnn ext 7596
Liabil ity ln�=- Bond:$
Side Sewer Permit # (iflapplicablp):
E. 0 Commercial 0 Subdivision City Pro ect a Utility (PUD, GTE, WNG, CABLE, WATER)
El Mulii-Famiiy [] Single Family 0 Other
INSPECTOR: INSPECTOR: 1,
F. Pavement or Concrete Cut 0 Yes R]No G. Size of Cut: x H. ChargE�>
APPLICANT TO READ ANP�'SIGN
INDEMNITY Applicant understands and by his signature to this applicath3in, agrees to hql �y of Edmonds han4lF8 -es, damages, or
,4)
claims of any kind or description whatsoever, foreseen or unforeseen, that may be made 4iinst the CRyof EUmondd, or any of i6-departments or
employe-, inchaling or not Limited to the defense ofany legalproceedings including defense costs, and allomeY fees by reason ofgmnfng this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKM4NSHip AND MA TERIALS FOR A PERIOD OF ONE YEAR FOLLOWING TUE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES wILL BE HELD UNTIL THE FINAL STREET PATCH
IS COMPLETEO BY CITYPORCES, AT WHICff TIMEA DEBIT OR CREDIT WILL BEPROCESSED FOR ISSUANCE TO THEAPPLIC4NT'
Con . struction drawing of proposed work required with permit application.
A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220.
Work and material is to be inspected during progress and at completion.
Restoration is to be in accordance with City Codes.
Street shall be kept clean at all times.
Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer.
All street cut dit&es shall be patched with asphalt or City approved material prior to the end of the worldrit day;
NO EXCEPTIONS.
Ihave read the a . bove statements and understand thepermit requirements and thepink copy of thepermit will be
available on s * ataUt* esforinspection rposes.
r
signature: Date: 4-5=96
ntractor 6r Aii_nt)
CALL DIAL -A -DIG PRIOR TO.BEGINNING WORK
- ISSUANCI
NOWORK SHALL BEGIN PRIOR - TO.:PERMU
77 7.
En& Mi. 1"4
8 9�0 - 199
CITY OF EDMONDS
250 - STH AVE. N. - EDMONDS, WA 98020 - (206) 771-0220 - FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works e Planning e Parks and Recreation a Engineering
Mailed 9/20/95
September 20, 1995
Phil Lund
Andrew Austin Co
9004 - 191st PI S.W.
Edmonds, Wa. 98026
Re: Johansen SFR at 6809 - 164th P1 and 44
Grading and drainage plans
Dear Phil,
LAURA M. HALL
MAYOR
In the process of reviewing the subject permit applications, I found the grading and
drainage plans to be incomplete. In order for me to verify the grading quantities, the site
plans (drawn by Chuck Lee) need to incorporate the existing contours with the new
contours. The drawings submitted do not allow me to verify the grading quantities. In
addition, please show how the roof tightlines connect to the existing catch basin in the
street.
If you have any questions, please -call me at 771-0220, extension 324.
Sincerely,
Addison L. Chrisman IV
Engineering Inspector
ALC/sf
Walker
JOHANLTR.DOC
Incorporated August 11, 1890
Sister Cities International — Hekinan, Japan
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STREET FILE
REC.ORDED
UTILITY EASEMENT
'95 NOV 29 P 1 :12
BOB i i-T%'01LL I GF P i L"?
r 4 r.) H �'41 1'� H r P 1) N I N', '!/jN S �'
Know all men by these presents:
That we the undersigned owners of the land known as
Meadowdale Heights lot 7 and lot 8 recorded Vol 46
page 124 records Snohomish Co Wa hereby subject a portion
of lot 7 to an easement for the benefit of lot 8 of
said subdivision.
The easement is intended to allow for the positioning
of utilities (gas, water, sewer, power, storm water, etc)
on a.portion of lot 7.
Cq The easement area is more particularly described as a
stri 101 wide on the easterly boundary of lot 7
P-4 runnyng adjacent to, and parallel to 164th PI SW.
-Theresa Aldridge/ Date
NO EXCISE TAX
REQUIRED
'NOV 2 9 1995
1-IRKE SIEVIRS, Soohomii (ounq Tromw
By--KIRKg SIEVERS
STATE OF WASHINGTON,
County of
7X elf X, lVe" 0/1
On this day personally appeared before me
to me known to be the individual. described in and who executed the'within and foregoing instrument, and
acknowledged that 'e signed the same as free and voluntary act and deed, for the
uses and purposes therein mentioned.
F2
GIVEN' under my hand and official seal %4-, day of ISla z./ e 19 _S7
J
i or Ike State ol %kin I
off,
9226 00 Q) TH
1A J. BAKER
OF 10
0, J)
< 10
Of, P\5\�
-k PERMIT APPLICATION REQUIREMENTS
To: Applicant
From: Lyle Chrisman, Engineering Ifispector
Owner -4�-Prj
Plan Check No: A
Address: Date:
After review of the subject permit application, the following requirements must be met
1. Construction hours are:
WEEKDAYS — 7:00 A.K-10:00 P-KWEEKENDSIHOLIDAYS — 10:00 A.M.-6:00 P.M.
2. A separate RIGHT-OF-WAY CONSTRUCTION PERMIT is required for all work on public property. (ECDC 18.60)
3. Truck haul route plan must be submitted and approved prior to permit issuance.
4. Builder/owner Is responsible for containing all temporary runoff and erosion control on site.
(ECDC 18-30.030d)
5. NO WORK SHALL BE DONE WITHIN 15 FEET OF STREAMS OR 10 FEET FROM ANY CLOSED DRAINAGE
FACILITY. BUILDEIVOWNER IS RESPONSIBLE FOR MENTIFYING CONDITIONS ON THE DRAWING. (ECDC
1V0.50G)
6. FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION.
(ECDC 18.30)
7. INSPECMONS ARE REQUIRED ON STORM DRAINAGE SYSTEMS, TIGHTLINES AND CATCH BASIN
INSTALLATION. INSPECTIONS ARE REQUIRED PRIOR TO BACKFILLING. (ECDC 18.30)
8. Repair or * replace all defective existing curb. gutter and sidewalk adjacent to the property. if an Intenection is Involved, a handicap ramp
may be required. Contractor shall meet with the City Engineering staff to determine the extew of repair prior to
(ECDC 1&90) Issuance of the permit
Driveway slope shall not exceed 14% without a waim. Every attempt should to the 21 below 14
0/6. (ECDC IU0.060D) be made keep ope V Waiver granted to
10. Driveways must be paved from property line to City RIGHT-OF-WAY. A separate Permit Is required. (ECDC 18.80.060C)
[I. INSPEC!TIONS ARE REQUIRED ON DRIVEWAYS AND SMEWALXS pRIORTO AND AFTER POURING. (ECDC.18.30)
:2. No burning Of construction refuse without a permit fiom the Fire Department
.3. Cormaction to City water system Is required. There Is a separate charge for the water meter.
(ECDC 7.20)
4. A back water valve Is required if downstairs plumbing is below the elevation Of upstream manhole.. (ECDC 7.2o)
5. Water and sewer main lines should be separated by 10 feet mhftuaL (ECDC I&10)
Connection to the City satiltay system Is requbv& A sqmft permit is requka
LM# Zlej Fees pald: Ye*--' . No . Charge—�E - (ECDC IL10y.
Underground wiring Is required an all new construction, and for additions, alwWons, and mPdm dW exceed 50% of the total assessed
value Of the structure. (ECDC 1&90)
A FINAL ENGINEERING INSPECTION IS REQUIRED PRIOR TO THE BUILDING DIVISION GRANTING OCCUPANCY
OF THE BUILDING OR STRUCrURF, (ECDC 1&90)
STREET FILE
PROJECT REVIEW CHECKLIST
PROJECT NAME:A)0,*-- PLAN CHECK #:
PROJECT ADDRESS:. RECEIPT DATE:
.
COMMENTS
j/
PLAN.
BLDG- SEWEI ENG.
Setbacks/Variance/Setback Adjustment
..
.....
Conditional Use Permit
. . . . . . . . .
.
..... . . . . .
AD13 Requirements
. . . . . . . . ...
.
Other Zoning Requirements
. . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . ..... .........
.....................
3.-
4
Underground Wiring Required
Lot Slope- 15%
....................
SEPA Environme tal Checklist/Hydraulics Permit
I IRWIN
Tree Cutting Plan
Plat/Subdivision Requirements
9
Legai Description Verification
Quit Claim/Street Dedications
Easements - Public/Private
Engineering Storm Drain Review Fee
Iffl-
. ....
Engineering 2.2 Inspection Fee 3e.)
Drainage Plan (On-Sit9)--
U
. . . . . . . . . . .
. . . . . . .
Setback - Top of Bank, Stream, Water Courses
.
Setback - Storm Drain Line
........... . ...... ....... ..... .....
Open Ditch - Existing
- --- -
Culvert Required
---------
Culvert Size
:.20
Shoulder Drainage/Shale 0 en Runoff
- -
Catch Basin Required
::22
Driveway Slope & Vehicle Access
- - - - - - - - - -
23
Sidewalk Required
Curb& Gutter Required
R
25:
Curb Cut For Driveway Reguired Ah-
.......... ...
�gpq : q
.. ........... .?
N 7V)
26
Street Paving Required AJ-1
:27
Right -Of -Way Construction Permit Rdq ire*d
-:28
Street Name Sign.Required
-----------
29
�30
Other Signing Required
Bond Required For Public Improvements
:31
FEMA Map Check/Water Table
32
Side Sewer Availability 9,,F-5
33
Calculate Sewer Connection Fee If No LID #Zle)
34
ICreate*Street File
35
Existing Water Main Size
36
Water Meter Size
Service Line Size
'87
Water Meter Charge Required
. . .
5
.:38
:39
Hydrant Required
. . . . . . . . . . . . . . . .
0-1
:40
Hydrant Size Exist ng
...... . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
uAll . 1
Fire Line_Charge Required - Sprinkler
.
X.I. . . . . . . . . . .
. A9.
7 .
Street Cut
Miscellaneous
Reviewed By:
FIRE
PLANNING
ENGINEERING IC WORKS-
FILE:DATA1 23/PROJCKLS.SFN e. STREET,F11LE
08/11/95 14:14
:k 2b6 258 16i6 McDUFFY .02
�df.lo'*� -7 / q f
�CCEP7-"Le TIGIITLfNe MATe
N-12 AD� RIAL
sofj Sch 40 PVC
35 (AS7-M
03034)
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S EP 1 8 1995
PERMITCOUNTER
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APPROVED AS NOTED
Rec'elveo
SEP 18 1995
PERMIr
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STREET FILE
A PORTION OF SEC77ON 11,
TOWNS111P Z7 NUM11, I(ANUA 4 nAaj.
SNOHOMISH COUNTY, WASHINGTON
(D
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10,
"7L
x
x
T.
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ACCEPTABLE TIGHTLINE MATERIAL
qb
N-12ADS
Sch 40 PVC
SDR 35 (ASTM
--A
Lot 8 Meadowdale Heights
Elevation will be at 991 (using the original datum)
lot,
at the front of the garage
be changed to 4/12
The pitch oE the root will
which ii�akes-the house 23'4- high.
0
99,
23' 4'
IJL2 . 33 site plan is 122.871 max
LOT 9, Htf-138�;/T�A.LIZ -1415'�;
Nub_-
shl'�-HaMV5'H Co.,
Joe,
H EIG C�OLC 5
4�' 0 %&y.
AA 13.71.
Y57
7'+*1TO-c1--.,
11-18 7 'M-Z X.
SCALE: 1" = 20'
LOTS 7 & 8 AfEADOVIDALE HEICITS
SPOT ELEVABON
PM 1.17;�;Al:
R.L. McDUFFY & ASSOCIATES, INC.
MTE 8-10-95
LAND USE CONSULTAM
MG 0 e DRF.
V—M . �.� . ".� - -��Vff
im 1-05153
W WK Van. W� got M ZW"31 M W M-1116
SHT 1 OF
"Aie
SEP 18 1995
SITE DEVELOPMENT SERVICES PERMITCOUNTER
July 14, 1995
Phil Lund
Andrew Austin Co.
9004 - 191st PI SW
Edmonds, WA 98026
Re: Lots 7 & 8 Plat of Meadowdale Heights
Dear Mr. Lund:
In response to a verbal request by Don Fein at the City of Edmonds, I am'herein certifying
that the drainage' system for the subject plat has been designed to accommodate the runoff
from the subject lots. The hydraulic calculations done for the plat were divided into three
drainage areas,,%Nith the subject lots being in area 2. (See pages 2 and 3 of the
calculations.) This area consists of 2.17 acres, with the other two areas covering the
balance of the 10.6 acre plat.
Although the calculations don't specifically outline the limits of each area,'the acreage's
with their related detention volumes account for the entire plat area. T'hus, if the
developed areas of lots 7 and 8 are connected to the drainage system in 165th Pl., the
detention system there will accommodate the runoff and provide the required detention.
The above statements in no way certify that adequate fall eNists from the proposed house
sites on lots 7 & 8 and that the overflow elevation in the detention systemwill not result in
a back up onto the lots. The elevation of the overflow in the flow restrictor and the pipe
invert in the catch basin to which the house sites will be connected should be verified prior
to construction.
David C. Dougherty, P.E.
STREET FILE
r2- L ft )
310 - 208th S.E. Bothell, Washington 98012 (206) 481-9687
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GEOSCIENCES INC.
10�
Post Office Box 6966
Bellevue, WA 98008-0966
Telephone (206) 867-3297
Facsimile (206) 881-8641
Philip Lund
c/o 1he Prudential Preferred Properties
20115 - 44th Avenue West, Suite 101
Lynnwood, WA 98036
Subject: Geotechnical Engineering Report
2 Lots: 68XX - 164th Place Southwest
Edmonds, Washington
Dear Mr. Lund:
1RZCS1VZ,)
SEP 18 1995
PERAercoUNTER Job Number 5086
. September 7, 1995
a "'TRE.ET FILE'
We are pleased to present this Geotechnical Engineering Report for the proposed single-family
residences to be constructed on the vacant lots (Lots 7 and 8) at 68XX - 164th Place Southwest
in Edmonds, Washington. Ile purposes of our work were to professionally evaluate subsurface
soil and groundwater conditions, recommend general procedures for the grading and underslab
treatment under the buildings, provide a reasonable foundation method with design guidelines,
and recommend design earth pressums for basement and/or retaining walls. The scope of our
services included:
1) Logging and sampling four test pits excavated to a maximum depth of 4.0 feet below
existing grades. Test pits were generally located in such a manner to provide broad
coverage of the proposed building lots. Test pits were excavated with a rubber -tired
backhoe and logged by the undersigned engineer. Selected samples were taken of
subsurface soils.
2) Reviewing collected soil samples in our office and assigning appropriate laboratory
tests consisting of moisture contents. At the conclusion of the testing program,
laboratory results were analy7ed and compared with field notes and logs.
3) Preparation of this summary report in accordance with our understanding of project
requirements and generally recognized cotechnical engineering pmctices. We have
attempted to meet current City of Edmon(V requirements 'in the preparation of this report.
No other warranty is expressed or implied. Plate 1, attached, provides the guidelines in
the use of this report.
Proiect Understandings
This office was provided with an 8 1/2 x. 14 inch copy of a portion of a.topogmphic survey which
described existing conditions at the time of the survey. The approximate location of the two
Eroposed residences were drawn onto the plan. Our knowledge of this project is generally
mited to the informittion contained on this plan copy and dewriptions of the project by Mr.
Philip Lund. The new structures will be a multiple -storied and wood-framed,.witfi possibly a
daylight basement for the upper lot. We anticipate finish grades will remain near existing
grades.
z0b8818641 DULA)b fIAUL UJ
2 LOTS: 68XX - 164TH PLACE SOUTHWEST
September 7,1995
General Site Conditions - Surface
Job Number 5086
Page 2
The proposed new structures will be located on the two lots at 68XX - 164th Place Southwest in
Edmonds, Washington. The Vicinity Map, Plate 2, shows the general vicinity of the property.
At the time of our fieldwork, the site was covered with a moderate growth of brush and small
trees. There were some larger evergreen trees on. Lot 8. The surrounding area consists of a
school building and suburban dwellings.
Overall vertical relief from east to west across the building site for the two lots was visually
estimated to be around six feet. The lots generafly slope down to the west after rising slightly
from the paved road. We noted no evidence of recent slope instability on the site.
Lubsurface-ExWoration and DescriDtion
Four test pits were excavated with a rubber -tired backhoe to a ma urn dep of 4.0 feet low
grades at the locations shown on the Site Plan, Plate 3. The test pits were logged and
existing xim th be
sampled by the undersigned civil engineer during the excavation process. The test pit logs are
attached to this repott. Recovered soil samples were subjected to selected laboratory testing
including moisture contents. Test results and field density information are summarized on the
test pit logs.
Although there may very well be some variation in the subsurface and/or conditions not readily
apparent from the ground surface, we expect the folio g sub ace interp tion to be
essentially correct: win s& reta
Most of the site is overlain with a variable thickness (±0.1 to ±1.5 feet) of
gravelly sandy silty fill. Under these fill soils, a medium -dense to dense
gray/brown gravelly si ty sand was encountered. This underlying, native sandy
�oil got denser with depth. No groundwater seepage was noted into the test pits
during excavation activities.
ne final test pit logs attached to this report represent our interpretation of the field data and
laboratory tests. Ile relative densities and moisture descriptions on the logs are interpretive
desc!iTtions based on observed conditions during excavation. The logs should be reviewed for
specific subsurface information at each location tested.
A. L.1
2 LOTS: 68XX - 164TH PLACE SOUTHWEST
September 7,1995
Conclusions and Recommendations
General
Job Number 5086
Page 3
The following general geotechnical conclusions can be drawn from our field and laboratory test
data:
1) Foundations should be supported on competent dense native gravelly silty sandy soils
or on structural fill built up from native soil. Ile structure design should utilize a
foundation bearing pressure of 2000 pounds per square foot (psf). Tile floor slab may be
supported on competent native soils or on structural fill.
2) Ile site appears stable. and we expect it to remain so, as long as the recommendations
in this report are followed. Fill should not be placed on, or near, the existing slope crest.
Foundations adjacent to the slope should beat on dense competent native soils in a
manner which would not promote slope instability.
3) Maximum permanent slope gradients should not exceed 2:1 (Horizotital:Vettical)
Foundations
The. proposed new single-family residences may be supported on conventional continuous and
spread footings bearing on competent, native, medium -dense gravelly silty sandy soils under the
looser surficial soils and/or existing fill, or on compacted structural rill or crushed rock built up
from competent, undisturbed native soils. All foundations should bear at a minimum depth of
eighteen (18) inches below the adjacent outside finish grade. A bearing pressure of two thousand
(2000) pounds per square -foot (psf) may be utilized for foundations bearing as described above.
'Me deisign bearing . pressure may be increased by one-third to accommodate short term wind and
seismic loads. To provide protection against shear failure, we recommend continuous and spread
footings have minimum widths of sixteen (16) inches and twenty-four (24) inchm'respectively.
Any structural rill that is placed under footings should extend out beyond the edges of the
footings a distance at least equal to one-half of the fill depth. For example, if two feet of
structural fill is placed below a sixteen -inch -wide continuous footing, the total minimum width
of the fill (and the excavation) would be forty inches.
We estimate that shallow spread foundations bearing on medium -dense native gravelly sandy
soils will settle one-half inch. Estimated settlements for foundations bearing on properly
compacted structural fill or crushed rock placed atop competent native medium -dense sandy soils
are also approximately one-half inch between building comers.
2068818641 DUDL)b UEUbLdLIAULZD
2 LOTS: 68XX - 164TH PLACE SOUTHWEST
September 7,1995
Job Number 5086
Page 4
Lateral loads such as wind and seismic forces ate accommodated by friction between the
foundation elements and the beating soils and/or by passive' earth pressure against the
foundations. However, passive earthpressure is only available if structural fill is used to backflll
against the foundation, or the foundation is poured against the existing soil. A coefficient of 0.40
may be used between the foundation elements and supporting soils. The passive resistance of
undisturbed native soils and structural fill may.be taken to be an equivalent fluid having the
density of three hundred fifty (350) pounds per cubic foot (pcf). Ilese recommendations take
into account a one in one -hundred -year seisinic event.
Footing drains should be anticipated for the all uphill exterior sides of the structure and along
any daylight basement walls, if constructed. The footing drain should consist of a slotted four -
inch -diameter PVC pipe bedded in, and covered with a minimum of six inches of drain rock.
The invert of the pipe should b-6 placed below i the bottom of the floor slab. A non -woven
geotextile fabric (Mirafi 140N, Supac 4NP or eqw*valent) should be wrapped around the outside
of the drain rock. The PVC pipe should be sloped to drain, and may be connected to the roof and
surface water discharge pipe down -gradient and away froin the structure.
Slabs -on -Grade
Reinforced slab -on -grade floors are anticipated for the new structures. Slabs -on -grade may be
supported on a minimum of four inches of free-dmining sand or gravel placed above competent
soils. All loose soft zones should be repaired prior to placement of the subslab fil.1 which should
meet the requirements for structural fill detail-ed below. A vapor barrier such as a sheet of a 6-
mil plastic membrane should be placed beneath the slab.
Site Drainaize
The site should be graded so that surface water is directed away from the construction area.
Water should not be allowed to stand in any area where the foundations, pavements, or slabs are
to be constructed. Filter fabric fence is required downslope from all construction activities.
Final site rades adjacent to the buildings should be sloped away from the structures for a
distance often feet. Roof, surface water drains, and footing drains should discharge to an
appropriate facility in a manner which does not cause erosion or instability.
--ot%818641 DODDS GEOSCIENCES FAOt Ub
2 LOTS: 68XX - 164TH PLACE SOUTHWEST
September 7,1995
Foundation Walls
Job Number 5086
Page 5
Foundation walls must be designed to support the lateral earth pressures which abutting soils will
impose. The following recommendations are for foundation walls which are less than eight feet
high supporting level backfill, where equivalent fluid pressures are appropriate:
Parameter
Design
Value
Active Earth Pressure*
30 pcf
At -Rest Earth Pressure
55 pcf
Passive Earth Pressure
350 pcf
Unit Weight of Soil
125 pcf
Coefficient of Friction
0.40
*Ile active earth pressure recommended assumes the wall can deflect at least
0.002 times the wall height. If this assumption is incorrect, the at -rest earth
pressures should be used to design the wall.
Ile values recommended above are ultimate values, and should be reduced by an appropriate
safcty factor. As a guideline, we recommend a minimum factor of safety of 1.5 for overturning
and sliding. The resultant force from the soil (neglecting the passive pressure force) can be
calculated by taking moments about the toe of the wall. The resultant force should pass through
the middle ddtd of the footing.
The above design values do not include hydrostatic pressures behind the walls and assume that
no surcharge slopes or loads are placed above, or near the walls. Design values can also be
exceeded if heavy construct -ion equipment is allowed within a prism defined by a 1: 1 (H:V) line
extending up to the soil surface from the back end of the retaining wall footing. If any of these
conditions exist, then the above design values should be augmented by appropriate additional
pressures. If walls higher than eight feet or sloping wall backfills ate required for this project,
please contact our office for supplemental recommendations.
Foundation walls adjacent to living areas should be positively waterproofed. All walls should.
be backfilled with clean compacted, free -draining granular soil. INs will prevent the buildup of
hydrostatic pressures. The wall backfill should contain no more than five percent silt or clay, no
organics, and no cobbles greater in diameter than four inches. 17he percentage of sand (From the
#4 sieve to the #200 sieve) should range from 25 to 75 percent. Ibis free-dramin ba Mill
ctf, C
should be allowed to seep into the foundation drain. During compaction of wall ba III, care
should be taken to not damagd the wall. The top one to two feet of wall backfill should consist
of a relatively impermeable soil or topsoil.
,adiB641 DODDS 6EUSUIENGEb U.
2 LOTS: 68XX - 164TH PLACE SOUTHWEST
September 7,1995
Excavations and SloMg
Job Number 5086
Page 6
Temporary and permanent excavations and slopes for this project must meet all applicable
government safety regulations. Temporary cuts to a depth of four feet may be attempted vertical,
although they will probably not hold for extended periods of time. Excavation slopes greater
than four feet in depth should be cut no steeper than 1: 1 (H:V) through the medium -dense sandy
soils. Flatter slopes may be required depending upon local variations in soil conditions. All
contractors worldng in excavations should anticipate caving of the side slopes.
Permanent cut and rill slopes should not exceed 2:1 (H:V). Water should not be allowed to flow
uncontrolled*ovcr the top of any slope. All permanently exposed slopes should be seeded with
appropriate vegetation t0* reduce erosion and improve stability of the surf icial soil.
General Earthwork and Structural Fill
Site construction should begin by stripping and clearing the building am of all vegetation,
existing fill, and any other deleterious material. Stripped materials may have to be removed
from the site. Even though groundwater seepage was not noted during excavation of the test pits,
the contractor should anticipate, and be prepared to accommodate some seepage into the
excavations.
Structural fill is defined as any fill placed below structures, including slabs, where the fill soils
would need to support loads without unacceptable deflections or shearing. Structural rill should
be placed above unyielding site soils in maximum eight -inch -thick loose lifts and compacted to a
minimum of 95 percent of Modified Proctor (ASTM D-1557). During wet weather or under wet
conditions, structural rill should consist of a granular soil having less that five percent silt or clay
(measured on that portion which passes the 3/4-inch sieve). During drier weather, water may
have to be added to the soils to achieve the required compacted density.
clos
It is recommended we be retained to review the final development plans to verify site specific
subsurface requirements have been met.
It is also recommended that we be retained to provide professional ge6technical consultation,
and observation services during design and construction. Ibis allows us to: 1) confirm that
design conforms to specific subsurface requirements; 2) confirm that subsurface conditions
exposed during construction ate consistent with those indicated by this report; 3) evaluate
whether earthwork and foundation construction activities conforin to the intent of the contract
specifications and plans, and; 4),provide recommendations for design changes in the event of
changed conditions. While on the site during construction, we will not direct or supervise the
contractor or the work, nor we will be responsible for maintaining or providing for on -site safety
during construction activities. Also, we will not be responsible for dimensional measurements
during construction. .
DODDS GEOSCIENCES
PA6E 08
2 LOTS: 68XX - 164TH PLACE, SOUTHWEST
September 7, 1995
Job Number 5086
Page 7
It has been a pleasure providing you with our professional services. If there am any questions,
please call me directly at (206) 867-3297.
Sincerely:
DODDS Geosciences Inc.
K. 0
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Enclosures: 5 Plates
City of Edmonds
V
Critical Areas Determination
Applicant: I Phil Lund Determination #: I CA-95-126 I
Project Name: Permit Number:
Site Location: 68xx 164th P1. SW Property Tax Acct. 7412-000-008-00
Project Description
Non -Project Specific
Determination: Study May Be Required
Due to the slopes on the subject property, a study may be required. The purpose of this study would
be to identify the extents and steepness of the slope and analyze the impact of development on the
slope. With the information submitted and the site inspection conducted it is, as yet, impossible to
determine if the slope is significant enough to require a study.
With the submittal of your building permit, you will need to submit a topography map that indicates
where slopes of more than 40% exist on or adjacent to the property and delineates the top of the
slope. If their are no slopes greater than 40% on or adjacent to the property, your only obligation
will be to comply with whatever requirements the Building Official applies to the project from
ECDC Chapter 19.05. If there are slopes with and inclination of 40% or greater you must maintain
a 50 foot buffer and a 15 building setback unless you enter into a three party contract with the City
and a geotechnical consultant to determine whether you may reduce the buffer down to 10 feet.
Stephen Bullock June 28- 1995
Name 4Si ature Date
PLANNING DATA
SITE ADDRESS:-(061 I
ZONING:1,-,ep PLAN CHK#:
PROJECT DESCRIPTION: S:f:=-F->
SETBACKS:
Required Setbacks:
Front: Zll�i Left Side: I Right Side: Rear:
Actual Setbacks:
Front: -2 s--- Left Side: Right Side: Rear:
CORNER LOT To
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED
LOT COVERAGE:
Maximum Allowed:?ftg Actual: D/L-�
BUILDING HEIGHT:
Maximum Allowed: Actual Height:
CRITICALAREAS#: Z-Or 5Z&-zar:2 -r144A)
SEPA DETERMINATION:
LOT AREA: 406)F)
OTHER:
Plan Review By:
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
OWNER 101PE�AM,,
..6 OF BUSIqESS
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FAAILING AD�Ess
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NAME
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NUMBER NWUMBLEIR OF
OF 0 EL NO
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ZONE NUMBER 9507-3f
JOB SUITE -APT is
ADDRESS
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LEGAL DESCRIPTION CHECK
SUBDIVISION NO
LID NO
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
TESCP Approved 0
EXISTING _ REQUIRED DEDICATION
RW Permit Required
Street Use Permit Req-d,
Inspection Required
PROPOSED
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NO. OF FIXTURES
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REMARKS
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REVIEWED BY
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ALLOWED 4 PROPOSED COMPLETE EX SHOO
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VARIANCE OR-CU %�p I VIEW By
.. .. 'Im- Ar--y 1 21 A
SETBA K 4FEET HEIGHT ILOT OOVE Z
FRONT SIDE Z
REA
REMARKS
TYPE OF CONSTRUCTION I CODE I OCCUPANT
IWJ17 I f f I rX --1 —
SPECIAL INSPECTOR OCCUPANT
REQUIRE
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PROGRESS INSPECTIONS PER UBC 305 0
FINAL INSPECTION REQUIRED
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BUILDING
00
HEAT SOU RCE:
GLAZING
%
PLUMBING
rPlan Check No. q e;-
MECHANICAL
GRADING/FILL
This Permit covers work to be done on private property ONLY.
Any construction on the public domain (curbs, sldewolks,
driveways, marquees, etc.) will require separate permission.
STATE SURCHARGE
Permit Application: 180 Days
Permit Limit: I Year - Provided Work Is Started Within 180 Days .
STORM DRAINAGE FEE
ENO. INSPECTION FEE
in
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"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,
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
modify. waive or reduce any requirement of any city ordinance
nor limit In any way the City's ability to enforce any ordinance
provision."
PLAN CHECK DEPOSIT
TOTAL AMOUNT DUE
9
L)
5b &12_
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I hereby acknowledge that I have read this application; that the
ATTENT. Q
APPLICATION APPROVAL
information given Is correct; and that I am the owner, or the duly
authorized agent of t er. I agree to comply with city and
T.1s;:P
. , 1�
- This application is not a permit until
statelaws regulatin onstr n, and In doing the work authoriz-
W,. .
AUTHORIZES! —
'THE'-
signed by the Building Official or his/her
ad the On. will employed In violation of the Labor
ONLY
WORK NOTED
Deputy; and fees are paid. and receipt is
Cod of th Sta fWash gton relating to Workmen's ?b!rnpensa-
f I St to r
I
ackdowledged in space provided.
c
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tibn Inquir nc &;RCW .27.
TI
INSPE& ON
8 URY WOO DATE SI
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DEPARTMENT..
. I .
0 F A Sl 'URE DATE
ATTENT .
IT IS..'UN ILAWO.U�-";T 0,:1�
UNTIL A FINAL INSR
----e01ERTIFJ1CATE- OF
CHAPTER 3.
. 14`111-11117
CITY
EDMONDS
CAL AELEASiD BY: y DATE
LFOR
INSPECTION
§E;"OR OCCUPY 4",'661LDING OR STRUCTURE
ON.:',HAS,-P9 N','MADE'AND APPROVAL OR ORIGINAL File YELLOW — Inspecto
Ti 771-0220
0CdUPA4d*-1:1-4qA -�BkEN- GRANTED. USC
GOLD — Assessor
.2
USE PERMIT
CITY OF EDMONDS ZONE NUMBER 19,507-31
CONSTRUCTION PERMIT APPLICATIOW �oe - SUITE�APT
ADDRESS
OWNER N�ipE�AM OF BUS11JESS
j/,,,iuc LEGAL DESCRIPTION CHECK SUBDIVISION NO LID NO
I P
MA ING ADD SS
4�1;0 T 1q1 PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCP Approved
os
NAME /I
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ZIP TELEPHONE NUMBER
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include all
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Proper"
Tax Account W12,
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Parcel No.
;7NEW
RESI DENTAL
ADDIT`IONI
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COMMERCIAL
E] REMODEL
APT.8LDG.
R E-P AIR
CYDS.
DEMOLISH
WOODSTOVE
0 INSERT
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RETAINING WALL/
r02PnRT
ROCKERY
(TYPE OF USE. qUPINESS OR ACTIVITY) EXPLA
NUMBER
OF .
NUMBER OF
DWELL NG
STORIES
UNITS
BE DONE IAT.TACH PLOT F
11
4�.o eeol 11,
RW Permit Required
EXISTING -
REOUIRED DEDICATION -
Street Use Permit Req'd
Inspection Req ired
PROPOSED
Sidewalk Requi red
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W
MEjJF)SIZjj
NO. OF FIXTURES
PRV REOUIRED 1,_
41V
YE)( NO 0
REMARKS
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REVIEWED BY
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SWIMPOOL
HOT TUB/SPA
RENEWAL
CRITICAL
AREAS
SIGN AREA
SEPA REVIEW
ADB NO
ALLOWED
PROPOSED
COMPLETE
4
1EXEMPT
SHORELINE 0
EXP
0
VARIANCE OR CU
IJVIEW BY
XPA
SETBACK -4 FEET
HEIGHT
LOT �OVEPA&r
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FRONT:0 SIDE
REAO
REMARKS
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BY
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SPECIAL INSPECTOR
REQUIRED C3 YES I&A
REMARKS
PROGRESS INSPECTIONS PER USC 305
OCCUPANT
SPECTION
REQUIRED
I&T SwIlli 0
FEE
VALUATION
FEE
BUILDING
H SOURC
EAT
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PLUMBING
%
P Ian CheCk No. q
MECHANICAL
9`1:7
GRADINGIFILL
.44-
This Permit covers work to be done on private property ONLY.
Any construction on the public domain (curbs, sidewolks,
driveways, marquees, etc.) will require separate permission.
STATESURCHARGE
4,
Permit Application: 180 Days
if
Permit Limit: I Year - Provided Work Is Started Within 180 Days
STORM DRAINAGE FEE
-7
-S r1I
ENG. INSPECTION FEE
0
0-
X
"Applicant. on behalf of his or her spouse,- heirs, assigns and
successors in interest, agrees to indemnify, defend and hold
harmless Ahe City ' of Edmonds, Washington, its officials,
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 n ot be deemed to
modify, waive or reduce any requirement of any city ordinance
nor limit in any way the City's ability to enforce any ordinance
provision.'
PLAN CHECK DEPOSIT
TOTAL AMOUNT. DUE .
Sb
I hereby acknowledge that I have read this application; that the
Information given Is correct; and that I am the owner, or the duly
autho a to comply with city and
rized agent of III or. I agre
0 a
state laws regulatin onstr In, and In doing the work authoriz.-
Is I n onstr n,
W m
Ed theeb on. will employed In violation of the Labor
S re
C§d of th Sta f Wash gton relating to Workmen's ?Omperisa-
�RCW 227.
I ur 'd, R CW
tibn Insur nc
SIGNATU�EjqWPRO�StAfE DATE SI
1-i. 40
AT
THI
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WORK NOTED
V �
INSPECTION
DEPA, RTMENT..,
CITY OF
EDMONDS
APPLICATION APPROVAL
This application is not a permit until
signed by the Building Official or his/her
Deputy; and fees are paid, and receipt is
ackdowledged in space provided.
RE DATE
ATTE N 111 Tz', N. �,`4
IT IS. UPYA�VUILDING OR STRUCTUR
U NTIL A FINAL .4-MADE AND APPROVAL OR
Be . ?I EN,
, tCATE -0F P 4'-�HASI%-A GRANTED. UBC
CHAPTER 3.
IMA?
CALL -FOR
INSPECTION
771-0220
AAELEASjD BY: DATE
ORIGINAL File YELLOW — Inspeck
"Dw''Keir' GOLD — Assessor
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