18110 88TH AVE W.PDF111111111111
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18110 88TH AVE W
Moll
ADDRESS:
TAX ACCOUNT/PARCEL NUMBER:004M000pt-�o4
BUILDIN G PERMIT (NEW STRUCTURE):
COVE14ANTS (RECORDED) FOR:
CRITICAL AREAS:— SO DETERMINATION: Conditional Waiver E] Study Required E] Waiver
I 'r, . .
DISCRETIONARY PERMIT #,S:—V. 10
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED
PERMITS (OTHER):20Q2Q592,(fjj�a4 2-002,C8108(Rcmew) zE)94oa-fr--)(PLM12)
PLANNING DATA CHECKLIST DATED:
.. SCALED PLOT PLAN DATED:
SEWER LID FEE LID ff:
S ftORT Pl, AT FI LE: 7�. q I LOT: B LO CK.
SIDE SEWER AS BUILT DATED:— q/7
SIDE SEWER PERMIT(S) #: &7
GEOTECH REPORT DATED:
STREET USE ENCROACHMENT P
WATER METER TAP CARD DATED:
vlle�,
LATEMP\DS'l7s\Fomis\Street File ChecklisLdoc
City -of Edmonds
SIDE SEWER PERMIT
'_1
PERMIT NO: 9871
PERMIT EXPIRES
Address of Construction: 1'<7 ?I 7W APO 00757_" LTD
Property Tax Account Parcel No. e�00 61 V03
Attach copies of all access and utility easem
Owner and/or Contractor: 14e�)
Contractor License #:
Verified and Approved by
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Bui Iding Permit zoo'!�" 0
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Single Family Invasion into City *Right-df Way:,-E.] Yes Y No
0 Multi -Family (No. of Units *RW Construction Permit
F-1 Commercial (No. of Units Cross0ther "Private Property: El Yes E] No.
F� Public *Attachlegal descriptionand copy of recorded easement.
Owner/Contractor
Own-le'r or contractor.signature and acknowledgemen statement:. Date
By signing for this permit I I . certify that I have realte City's.public handout entitled
3ide Sewer Specifications, and shall comply with all City requirements outlined therein.
2 CALL DIAL -A -DIG (1-800-42!�775555) BEFORE ANY EXCAVATION 2
2 FOR INSPECTION CALL 425-771-0220 extension',11�
24 HOUR NOTICE REOUIRED FOR ALL INSPECTION REQUESTS
City Permit Surcharge Fee
Total Fees Paid $
NOTE: IF JOB SITE IS NOT READY FOR INSPECTION WHEN
INSPECTOR ARRIVES A $45 RE -INSPECTION FEE. WILL BE CHARGED.
Job Site Ready YES NO. Date: Initial:
Partial Inspection: Date: Initial:
Partial Inspection: Date: Initial:
FINAL INSPECTION APPROVED* Date:
Initial: ' As -built to Street File
t, PERMIT MUST -BE POSTED ON JOB SITE t�
White Copy: File Green Copy: Inspector Buff Copy: Applicant
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Parcel Number'
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Legal Description
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according to short subdivision recorded September 20. 1993
under recording No. 9309200825, in Volume 2792, page 1963,
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Property Located at...
18110 88th Avenue West
Edmonds, Washington
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Parcel Number'
4188 000
Legal Description
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according to short subdivision recorded September 20. 1993
under recording No. 9309200825, in Volume 2792, page 1963,
in Snohomish County, Washington
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Owner
Ron and Heather Colwill
Property Located at...
18110 88th Avenue West
Edmonds, Washington
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OLYMPIC VIEW DRIVE
CITY OF EDMONDS SIDE SEWER
AS BUILT
ADDRESS
Permit Number
18110 88TH AVE W
9871
HOMEOWNER
CONTRACTOR
COLWILL
DATE
9/7/04
DRAWN
BY R Lemcke
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PROIXM RESOME
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2256.83 S.F. (LOVIER FLOOR)
GARAGE
860 S.F.
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Parcel Number X PERMIT COUNTER
4188 000 01 1 03
Legal Description
Lot 4, City of Edmonds short subdivision No. S-17-91,
according to short subdivision recorded September 20. 1993
under recording No. 9309200825, in Volume 2792, page)'963,
in Snohomish County, Washington
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Owner
Ron and Heather Colwill
Property Located at...
18110 88th Avenue West
Edmonds, Washington
Al PROVED 6� PLANN NG
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CITY OF EDMONDS WATERLINE AS
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18110 88 AVE W
CONTRACTOR SCALE
RON COLWELL NTS
DATE DRAWN PERMIT
.1890 01-05-2005 13Y SIBREL NO- 2002-0868
Critical Areas Checklist
Site Information (soils/ttography/hydrologylvegetafion)
1. Site AddressfUcation:
2. Property Tax Account Number:
L
3. Approximate Site Size (acres or square feet), 57� �1'
4. Is this site currently developo? _k��y ; AL"In'o.
If yes; how is site developed? AN / y- 4 CZ Y-C ('-n 141a ttx.
5. Describe the general site topography. Check all that apply.
Flat: -less than 5-feet elevation change over entire site.
Rolling: slopeson site generaH.y less than 15% -(a vertical rise of 1.0-feet over a
horizontal distance of 66-feet).
Hilly: slopespresent 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).
611_�Steei?: grades of greater than 30% present on site -(a vertical rise of I 0-feet over a
horizontal distance of less than 33-feety,
'Other (please describe):
6. Site contains -areas of year-round standing water: A/ c r,,
Z AppFox. Depth: X1114
7. Site contains -areasof seasonal sta:nding water: Approx. Depth: :Z
What season(s) of the year? -
B. Site is in the floodway Alv floodplain of a water course.
9. Sitecontains a creek or an area where water flows across the grounds surface? Flows are year -
.round? Flows are seasonal? 111A (What time of year? 1V1,4
10. Site is primarily: forested meadow shrubs mixed
urban landscaped (lawn,shrubs etc)
11. Obvious wetland is presenton site: Yo
For City SUIT Use Only
I. Site is Zoned? 7-
2. kS mapped soil type(s)?
3. Weiland inventory or C.A. map indicates wetland present on site?
Z b,
4;.-,. !-,Critical Areas inventory or C.A. map indicates Critical Area on site? 14, . Y i-kvn Lj C--�
jbn kv_� h Se�j�4 - cl-%O 3
5. within' designated earth subsidence landslide hazard area?
6. designated on the Environmentally Sensitive Areas Map?
DETiRMINATION
CONDITfONAL WAIVER
WAIVER
Revi6wed by: —
(Manner Date
1-7- 9j ,v6u& -73
PUV011004
'Y 9 a - 199 -
City of Edmonds
Critical Areas Checklis t
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 whetherany
potential Critical Areas are or may be
present on the subject property. The
information needed to complete the
Checklist should beeasily available from
observations of -the site or data availableat
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 thethecidist, make a precursory site
visit, and make adetermination of the
subsequent steps necessary tocomplete a
developin.;ntpermit application.
With a signed copy of this form, the
applicant sbould also submit a vicinity map
or plot plan for inid—Midual lots of the parcel
with,enough 4etail that City staff can find
and identify Vie subject parcel(s)- In
addition, theAPPlicant shall include
other perfinent information (e.g. e-ite
plan, topographY map, etc.) or studies in
cOnjunctiOn with this C-hecklist to assist
staff in completing their pr6lim Inary
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 I Applicant:
Name
1"? 6 / 6
Street Address
_,A& Ar, 114eo
City, State, ZIP
Phone
$?S'-nature Date
Applicant Representative:
Narne
Street Address
City, State, ZIP Phone
Signature Date
City of Ed konds
Critical Areas Determination
Applicant: I John Garbe Determination #: CA-96-232
Project Name: Permit Number:
Site Location: 18110 - 88th Ave. W. Property Tax Acct #: L4188 000 017 04 03
Project Description:
Non -Project Specific
Determination: Study Required:
During review and inspection of the subject site, it was found that the site appears to contain
and/or is adjacent to a Class 3 Stream pursuant to Chapter 20.15B of the Edmonds Community
Development Code (ECDC).
Based on these findings, prior to submission of any development permit, you will be required
to submit the following for review by the Planning Department:
Submit a survey prepared by a Licensed Land Surveyor delineating the top of the stream b ank,
required 10 foot buffer, and 15 foot setback to any proposed development. This stream flows
into Puget Sound, therefore, the applicant must contact the Department of Fish & Wildlife,
have them review the site and submit a letter determining the impacts of development on this
site and, if necessary, recommend mitigation measures to ensure protection of the
habitat/stream. If culverting or redirecting the stream is proposed for development of the site,
please have Department of Fish & Wildlife address this matter as well.
If the property owner wishes to apply for a specific development permit which they feel
would not impact the Critical Areas located on the site, they may submit their proposal to
the Planning Department for review. If the Planning Department finds that the proposed
development permit will not adversely impact a Critical Areas or its buffers, a conditional
waiver may be issued on a project by project basis.
M.E. Meg Gruwell 12/2/96
Name Signature Date
MEMORANDUM
Date: January 21, 2002
To: File Number CA-1 996-232 SrRS
From: Kathleen Taylor, Planner ET F/LZ
Subject: Study Not Required
The critical areas determination CA-1996-232 is for the lot at 18110 88 th Ave W. The
determination requires a study. It specifically states that the site appears to contain a Class
3 Stream pursuant to ECDC 20.15B.
Both Senior Planner Steve Bullock and I visited the site on separate occasions in the
2001/2002 winter months. The site does not appear to contain a stream. There is no
running water or visible sentiments to indicate that a stream exists.
1811088 th Ave W is lot 4 of approved short plat S-1 991-17. The short plat was approved
prior to adoption of the city's Critical Areas Ordinance, so a critical areas determination was
not required at that time. However, a Conditional Use Permit was issued for grading at the
site in 1993, after the adoption of the Critical Areas Ordinance. The grading permit, file
number CUG-1 993-12 1, included all four lots of S-1 991-17.
It does not appear that a critical areas determination was done at that time, but the
application did require SEPA (State Environmental Policy Act) review. The file includes a
report written by Associate Planner Wendi Schulenberg which states her environmental
findings. Her report makes reference to a geotechnical study done by Landau and a
wetlands study done by Lovell-Saueriand'. Neither study mentions a stream on or adjacent
to the site, nor does Schulenberg's report.
The property at 18110 88 th Ave W is adjacent to the lot at 18105 Sunset Way. The critical
areas determination for 18105 Sunset Way, file number CA-1 999-64, refers to the drainage
swale as a "drain line on the property line." According to CA-1 999-64, it is a surface water
runoff device, and no buffer is required.
Therefore, the drain line does not meet the definitions of a stream per ECDC 20.15B, and
will not require stream buffers or related setbacks. A critical areas study will not be required.
cc: Street files for 18110 88 1h Ave W & 18105 Sunset Way
' The applicant was allowed to fill the wetlands, per mitigation measures of DNS associated with CUG-1993-
121.
City of Edmonds cQ Planning Division
0
0
PLANNING DATA
NAME: C--i9f VV I I I DATE: %64�& 10'-7
SITE ADDRESS: 1`6 110 - �3 2W-1n Ave- W PLAN CHK#: 07- -36,
PROJECT DESCRIPTION: k7e.41V
REDUCED SITE PLAN PROVIDED(!]!�No)
MAP PAGE: COR14ER LOT: (Yes 0 FL . AG LOT: a.. 0
k+& _p� i w4c
ZONING: CRITICAL AREAS DETERMINATION #: C�&_2_32_
Study Reguired:
S Iq 0-t-
�alver
Conditional Waiver
SEPA DETERMINATION:
13 Fee Z)N_s-> I S5 1,4 cd VV 14-4n r'r-C "-b X-1
13 Checklist
pe,, t,, 14- -f,, (000
E3APO list w/ notarized form
LJ (Needed for 500 cubic yards of grading, Shoreline Area. site within'260 ft. of Pugef Sound or Lake Ballinger)
U Exempt OV-7>'
SETBACKS: o-� -4-k� ki � 16+
Reaulred Setbacks:
CV-,b Street: 75 Left Side: L0 Right S . Ide:_ Rear:
Actual Setbacks:
StreeF-29 LeftSIde: 1-0 RightSide: 10 Rear:
Street map chocked for additional setback required? (Yes I No DNA)
1,0�DETACHED STRUCTURES: A114 - -S+Y--k C4m_.,-e_s ay-e
.,�ROCKERIES:
,�F" ES/TRELLISES: I ate
CA �, v e- s e,
ZY-BWAY WINDOWS P ROJECTIN"&U'L-kf
D C ex
STAIRS I
"O�
PARKING: Required: 2- Actual%
LOT AREA: 1;7 6S
_E—
LOT CO a
Calculaflann- 2-15 -+- -&.15 -+ 11.-1 2g�-1 --r Y, '2'f'S';q
BUILDING HEIGHT:
DatumPoint: —Datum Elevation: 2a I - 1 -7
Maximum Aflowed; 42e,,I,- V- 2,001 - 1f,(A ual Height: 2-q'cB.5'
A.D.U. CREATED-j!jgLes)
"1, --7 [axds-c
. � SUBDIVISION: - I - 9 1 re-,-7
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes / No
OTHER:- V- _-;�!_Oa I - 1,:b(p
Plan Review
NewEIPPlanningDataForm.DOC
ATE RECE�yy It I
PERMITEXPIRES 1-11 ''ItO
USE
ZONE PERMIT e-
CITY OF EDMONDS NUMBER
CONSTRUCTION PERMIT APPLICATION. JOB RESS OUITE/APT#
ADD
OWNER NAMEMAME OF BUSINESS
PLAT NAME/SUBDIVISION NO LOT NO. LID NO
MAILING ADDRESS 4- LID FE'�$
E /
TIESCP Aporoved
IY2-7 0 &14E AkA-7-11 PUBLIC RIGHT OF WAY PER OFFICIA,,LSTREET MAP RW Permit Required
. e Street Use Permit Req'd
TELEPHONE EXISTING — PROPOSED Inspection Required a
Sidewalk Requiredl," 7Z
REQUIRED DEDICATION— FT Underground
CITY n I
777,?- 79�� Wiring required
NAME METER SIZE LINE SIZE NO. OF-El.§IURE P EQUIRED
S YESIX NO E3 3
5A M 6 M
W
W z
F ADDRESS REMARKS
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE
CITY
Z17TELEPHONE
X
BL #
NAME -7 'ENGINEERING REVIEWED BY I
IX ADDRESS /6DATE
0
c—,
FIRE REVIEWED BY DATE
CITY ZIP
0 ME
TELEPHONE
VARIANCE OR C SHORELINE OR ADB# INSPECTION BOND
STATE LICENSENUMBER EXPIRATION DATE CHECKED BY
LW REO'D POSTED
ES [I NO Is
V—
SEPA REVIEW SIGN AREA HEIGHT'
-j P06PERTY TAX ACCOUNT- PARCEL NO. COMPLETE EXEMPT ALLOWED PROPOSED A �L t1w, -E D PROPOSED
];'Y,E
o17 ozlo3
EXP'
NEW RESIDENTIAL. PLUMBING / MECH LOT COVERAGE REQUIRED SETBACKS (Fr.) -'PROPOS ' ED SETBACKS (Fr.)
ALLOWED PROPOSED FRONT SIDE YREAR FRONT LJR 81DE REAR
El. ADDITION, COM , MERdIAL CHANGE OF USE 1,5 1-0 '22E'Ll z
COMPLIANCE OR :�,0,70 1 1' 6 /10, _,;I
PARKING LOT AREA PLANNING REVIEWED BY ATE
REMODEL MULT04MILY SIGN REO'D PROVIDED CL
t?RAD , G CYOS
[] FENCE
REPAIR ( _ X _FT) REMARKS
T at OTHER hox HeV's, I s .2411 i2e I, V- Of - 113f
DEMOLISH T N K;R' El
GARAGE RETAINING WALL FIRE SPRINKLER
r
CARPORT ROCKERY 13 FIRE ALARM 4r
(TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN:
CHECKEDBY I TYPE OF CONSTRIJqTION co OCCUPANT
J.E GROUP 1-3
/e5l-511 oiw VA L- (U)) 7 A)
VIN
NUMBER NUMBER OF CRITICAL
M OF DWELLING AREAS SPECIAL INSPECTION- AREA MA1 ki, XCUPANT
0 STORIES UNITS NUMBER 2-1q5 CLoAD
I I REQUIRED Z
DESCRIBE WORK TO BE DONE V YES I W LL)e?- : g,:;L ZS77
REMARKS
PROGRESS INSPEdTIONS PER UBC 108/FINAL.I)NSPE,CTION REO'D
Ce CO I 12C, I A 0, 4- 4 0 A M LVrZt-r-- tj to uc,
M. �4 , Wf2 '200 t, 24100 1
t-1-1 A IfA 7Ve,6 Af VALUATION nn n rwr
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L
%h 'A to Dri 0 xen to Description FEE CpDescriptlo FE[Ey
State Surcharge
23) Plan Check.
HEAT SOURCE GLAZING % LOT SLOPE City Surcharge
Building Permit
PLAN CHECK NO: VESTED DATE Plumbing 0
0 10
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO Mechanical /70
t BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
a DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE Grading
SEPARATE PERMISSION. Engr. Review 56
PERMIT APPLICATION: 180 DAYS
CL PERMIT LIMIT 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
.1
SEE BACK OF PINK PERMIT FOR MORE INFORMATION Engr. Inspection
Review Plan Chk. Depos
'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCO it
A
IN INTEREST. AGREES TO INDEMNIFY, DEFEND AND HO ESS THE CUY?Os
J LD H I`
2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND,A
D�
RJET
E I�S'FROM ANY AND Fire ln`s66�t�on, Receipt #
ALL CLAIMS FOR DAMAGES OF WHATEVER, NATU IE TLY.OR INDIRECTLY 1
ER
FROM THE ISSUANCE OF THIS 'PERMIRN fPSU ER IT/SHALL NOT BE
DEEMED TO MODIFY, WAIVE OR RED46V AN , Y IREMENT OF ANYICITY ORDINANCE Landsc e.��sp,, Total Amt. Due
0 NOR LIMIT IN ANY WAY THE CITYS ABII1.1W TREFORCE ANY ORDINANCE PROVISION." 1-91
IR;4e'/X;g" Fee ece
9 ipt #
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION 0 OVAL 1.;A7
GIVEN IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATI N AP.PR0
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- -CA This application is not a permit until signed by the
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO, PERSON WILL BE EMPLOYED 99Building Official or his/her Deputy: and Fe ' as are,paid, and
IN VIOLATION OF THE LABOR PODE OF THE STATE OF WASHINGTON RELATING TO INS QTI N receipt Is ac�nowledgecl In space providid,
WORKMEN'S,;,3WjP,g,NSATION INSURANCE AND RCW 18.27.
OFF1`oIALS SIGNATURE (D 6
SIGNA w ER A hT) DATE SIGNED
v, (425)
I
7-- 7-
771-0220 -44E!A8 D,9Y DATE
ATTENTION
EXT 133�/
UP A DING OR STR CTU' MIL
IT IS UNLAWFUL TO USE OR OCCC OWU L L
ORIGINAL - FILE
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIF I- YELLOW - INSPECTOR
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK - OWNER - GOLD - ASSESSOR
04/02 lao Exp Q GREEN - ACCOUNTING
PRESS HARD -YOU'ARE� MAKING 5"COPIts �71
a 6
RECORD OF INSPECTIONS
INSPECTOR DATE APPROVED
SETBACKS .....................
FOUNDATION:
Footing ......................
Wall ..........................
Pier/Porch .................
Retaining Wall ........... .
Slab Insulation ..........
PLUMBING:
Underground .............
Rough -In ...................
Commercial Final ......
HEATING:
Gas Test ....................
Gas Piping .................
Equipment .................
Commercial Final .......
EXTERIOR SHEATHING
NAILING ..........................
FRAMING ........................ 'S L
FIRST FLOOR FRAMING ...
INSULATION ...................
Floor Insulation .........
Wall Insulation ...........
Ceiling. Insulation .......
SHEETROCK NAILING ...
SPECIAL INSPECTION ...
1 S4
7
MISCELLANEOUS ..........
FINAL APPROVAL FOR
OCCUPANCY ..................
Side Sewer 7/_
- 0, C41, 2/11(4�_ 53
Amout Paid$ Receipt
Date Issued
WaterMetcrSlizz
0or
Amount Pa!d R�,Ce I 1pt , 9
Date Purchased_
RLOW #
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May 31, 2002
HWA Project No. 2002059
I �' � = 71,
J U L 2 9 2002
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
Ron Colwill, Jr.
1427 1 O'h Place North
Edmonds, Washington 98020
Subject: GEOTECHNICAL INVESTIGATION
Proposed Residential Development
1811088 1h Avenue West
Edmonds, Washington
Dear Mr. Colwill:
My"" I
HWAGEOSCIENCES INC.
19730-64TH AVE. W., SUITE 200
LYNNWOOD, WA 98036-5957
TEL. 425-774-0106
FAX. 425-774-2714
www.hwageosciences.com
S"V oft on. —
I KEET FILE
In accordance with your request, HWA G.eoSciences Inc. (HWA) completed a geotechnical
investigation for the proposed residential development at 18110 88" Avenue West in
Edmonds, Washington. We understand that you plan to construct a single-family, two-
story house with attached garage at this location. The purpose of this investigation was to
evaluate surface and subsurface conditions at the site, provide conclusions regarding
subgrade support characteristics, 'and geotechnical recommendations pertaining to
foundation capacity, lateral earth pressures, subgrade preparation, fill placement and
compaction.
The -summary of our findings, and results of our laboratory testing and geotechnical
engineering evaluations, are presented in the following sections of this report.
INTRODUCTION
PROJECT DESCRIPTION
The project consists of constructing a new single-family residence in the currently vacant
lot at 18110 88" Avenue West in Edmonds, Washington (Figure 1). The two-story house
will have a footprint of approximately 54 feet (east/west) by 45 feet (north/south). A
detached garage will be located to the south of the house. A grade -separating retaining
wall will -be adjacent to the east and south sides of the house. We understand the lower
floor level of the house will be at Elevation 224 feet. No basement is currently planned.
The configuration of the site and.proposed improvements are shown on the Site and
Exploration Plan, Figure 2.
Surface Conditions
The property gently slopes downward from the southeast comer to the northwest comer at
about 6H: I V (borizontal:vertical). A portion of the lot appears to be a former drainage
GEOLOGY
GEOENVIRONMENTAL SERVICES
HYDROGEOLOGY
GEOTECHNICAL ENGINEERING
TESTING & INSPECTION
May 31, 2002
HWA Project No. 2002059
ravine that was subsequently filled (Ron Colwill, personal communication). Along the
west side of the property and further west, the lot slopes down to the current bottom of the
ravine at an inclination of about I Y2-2H:lV. The majority of the lot is vegetated with thick
grass/weeds with scattered bushes and small trees. The western portion of the lot, in the
area of the ravine, is heavily vegetated with trees and bushes. There are significant
amounts of landscaping cuttings and yard debris that have been dumped along the ravine.
A recently -constructed rockery fill -retaining wall is located on the adjacent property to the
south of your property, at 181.08 88" Avenue East. The exposed height of the rockery
,varies from about 4 to 61/2feet. The rockery does not appear to have been properly
constructed. Construction deficiencies include: the rocks are too small for the size of the
wall, there are significant voids between rocks, and the rocks do not appear to be keyed
below the existing adjacent ground surface.
We understand that the Shapiro lot to the west, located between 18-101 and 18107 Sunset
Way, is to be developed for a residence. We understand this adjacent lot as well as the
existing ravine, will be filled with approximately 5,200 cubic yards of import soil (Tony
Shapiro, personal communication). It is our understanding that a, mechanically stabilized
earth (MSE) wall will be constructed on the adjacent property to retain some of these fills,
and that a culvert will be placed along the existing ravine bottom to convey storm water.
FIELD AND LABORATORY INVE-STIGATIONS
FIELD INVESTIGATION
On April 3 and May 11, 2002,, HWA explored surface conditions at the site. On April 3,
2002, we drilled three exploratory borings, designated BH- I through 13H-3 at the locations
shown on Figure 2. The borings were drilled using a Mobile B-53 track -mounted drill rig
operated by Subterranean Drilling, of Graham, Washington, under subcontract to HWA.
The borings were advanced to depths ranging from 21.5 to 26.5 feet below existing ground
surface.
On May 11, 2002, we excavated 4 test pits, designated TP- I through TP-4 at the locations
shown on Figure 2. The test pits were dug by Deeny Construction of Seattle, Washington,
with a CASE 580 backhoe. Upon completion, the test pits were backfilled and tamped
with the backhoe bucket. Some settlement of test pit backfill should be expected.
An HWA geotechnical engineer logged the exploratory borings and test pits. We recorded
pertinent information including soil sample depths, stratigraphy, soil engineering
characteristics, and groundwater occurrence. The soils were classified in general
accordance with the classification system described in Figure 5, which also provides a key
2002059LRI.doe 2 HWA GEOSCIENCES INC.
May 31, 2002
HWA Project No. 2002059
to the symbols and terminology used on the boring logs. The boring logs are presented on
Figures 6 through 8, and the test pit logs are presented on Figures 9 through 12.
LABORATORY TESTING
Representative soil samples were obtained at selected depth intervals from the borings and
test pits, placed in plastic bags, and submitted to our laboratory for further. examination and
testing. Selected samples retrieved from the exploratory borings were tested in accordance
with applicable ASTM (American Society for Testing and Materials) test methods, to
determine natural moisture content and grain size distribution. The results of the moisture
content determinations are shown on the appropriate boring logs. Grain size distribution
curves are shown on Figures 13 through 15.'
SUBSURFACE CONDITIONS
GENERAL GEOLOGIC CONDITIONS
The geologic map for this area (Geologic Map of the Edmonds East and Part of the
Edmonds West Quadrangles, Washington, by James P. Minard, 1983) indicates the
surficial soils in the vicinity of the site are advance outwash. Advance outwash soils were
deposited by meltwater flowing from, and subsequently overridden by, the advancing
glacier, and typically consist of clean to silty sands, gravelly sands, and gravels. Because it
was been overridden by over 3,000 feet of ice, advance outwash is.typically dense to very
dense, exhibits high shear strength and low compressibility.
SUBSURFACE CONDITIONS
We encountered fill/colluvium, stream bottom deposits, and advance outwash in our
explorations on this site. Each of theselunits are described below, from the ground surface
down.
9 'Fill/Cofluvium: Fill or colluviurn was observed in all explorations, varyi I ng in
thickness from 5'/2feet at TP-2, to 23 feet at BH-3. The fill/colluviurn generally
consists of loose to medium dense, silty to very silty, sand with variable amounts of
gravel; and soft to * medium stiff, sandy silt. The fill/colluviurn contains numerous to
abundant amounts of organic matter, including wood debris, rootlets, and charcoal
fragments. Portions of this material may be landslide debris (colluvium) originating
from the slopes to the south.
Stream Bottom Deposits: Below the fill/colluvium, a 3Y2- to 4-foot thick layer of soft
to medium stiff silt was encountered -in test pits TP-2 and TP-3. This layer generally
2002059LRI.doc 3 HWA GEOSCIENCES INC.
May 31, 2002
HWA Project No. 2002059
contained trace amounts of organics, and was mottled yellowish or reddish brown. We
interpret this unit to be stream bottom deposits.
Advance Outwash: Dense to very dense, silty sand, was encountered in all of the
borings, and in test pits TP-2 and TP-3, below either fill/colluvium or stream bottom
deposits. The dense sands are interpreted to be advance outwash, which is consistent
with geologic mapping for the area.
Ground water was observed within the advance outwash in each of the borings, at depths
ranging from 17!/2 to 24 feet below the ground surface. Ground water seepage was
observed in TP-2 at the. contact between fill/colluviurn and stream bottom deposits, about
5V2feet below the ground surface. Ground water conditions will vary with seasonal
precipitation, site development, and other factors. Hence, it is possible that seasonally
accumulated water may be encountered in the deposits at this site during wet weather
conditions.
The stratigraphic contacts shown on the boring and test pit logs represent the approximate
,boundaries between soil types, and actual transitions are likely to be more gradual. The
soil and ground water conditions depicted are only for the specific date and locations
reported and, therefore, are not necessarily representative of other locations and times.
Our interpretation of subsurface conditions along cross section A -A' is shown on Figure 3.
An interpretive contour map of the top of the advance outwash is presented on Figure 4. It
appears that a larger portion of the property was originally a swale or depressed area.
CONCLUSIONS AND RECOMMENDATIONS
The recommendations presented herein are based on the assumption that the existing ravine
to the west of the property will be filled with compacted structural fill. If the ravine is not - -
filled, then these recommendations will need to be revised to account for the stability of the
slope leading down to the bottom of the ravine.
The existing fill/colluvium and stream bottom deposits are likely to consolidate under the
load of the proposed house and garage if they were founded at or near grade. Because the
thickness and consistency of these materials are variable across the footprint of the
proposed improvements, a grade -supported structure would also be likely to undergo
significant differential settlements. We therefore recommend that the new residence and
garage be supported on deep foundations penetrating these compressible materials and
extending into the dense advance outwash. The proposed grade -separating retaining wall
may be designed as either a conventional concrete cantilever wall, or a mechanically
stabilized earth (MSE) wall. However, an MSE wall is not feasible for the portion of the
2002059LRI.doc 4 HWA GEOSCIENCES INC.
May 31, 2002
HWA Project No. 2002059
proposed wall extending north south along the east side of the house, because there is
insufficient distance between the proposed face of the wall and the property line.
The existing, recently constructed, rockery wall to the south of the subject lot does not
appear to be properly constructed, in our opinion. There is a risk that the existing rockery
could fail at some time in the future, which could potentially damage the proposed garage,
or even cause personal injury. The risk of a wall failure is likely to be highest following an
extended period of wet weather, or during an earthquake. The recommendations presented
below do not account for potential landsliding or rock projectiles originating from the
property to the south. Edmonds Community Development Code (ECDC) requires any
retaining wall over 4 feet in exposed height to be designed by a professional engineer
licensed in Washington state. We recommend you contact the City regarding this wall to
determine whether a engineered design was submitted and/or whether a building permit
was issued. We are available to review the wall design to verify these concerns are
addressed.
FOUNDATIONS
We recommend the house and garage derive their support from the advance outwash sands
underlying the fill/colluviurn and stream bottom deposits on this site. Feasible foundation
alternatives, described below, include small diameter pipe piles (pin piles), and auger -cast
piles.
Pin Piles
4-inch diameter, schedule 40 steel pipe piles (pin piles) driven sufficiently into the advance
outwash can support allowable compressive loads of 8 tons each, with an acceptable factor
of safety. We recommend the pin piles be placed no closer than 4-feet on center along
exterior walls. If higher capacities are required, larger diameter pin piles could be used.
We should be contacted if larger pin piles are required.
Four -inch pin piles are typically installed using an impact hammer operating on the boom
of a excavator or articulating forklift. We recommend an 850 pound (minimum) hydraulic
or pneumatic impact hammer for driving 4-inch pin piles. The piles should penetrate the
fill/colluviurn and stream bottom deposits and be embedded sufficiently in the advance
outwash sands, and be driven to practical refusal with the impact hammer. The lengths of
the pin piles should be anticipated to vary between approximately 20 and 35 feet each,
however lengths could vary considerably from this estimate.
,We should be contacted to review the proposed pin pile hammer and installation
equipment, and to provide appropriate driving criteria. A geotechnical engineer should be
2002059LRI.doc 5 HWA GEOSCIENCES INC.
May 31, 2002
HWA Project No. 2002059
on site during the initial driving of the first several pin piles, and to verify final driving for
all of the pin piles.
There is a possibility that wood debris or other obstructions exist in the fill. If an
obstruction is encountered in the fill that cannot be penetrated, the pin pile should be either
removed or abandoned in place and a new pin pile should be installed about 12 inches
away from the pile that hit the obstruction.
Typically, the steel pipe piles will be delivered to the site in 21 foot (maximum) lengths.
,Pin connections are typically used to splice sections of pipe together during installation.
We recommend the uplift capacity of the pin piles be neglected, unless splice connections
are structurally designed and welded in the field during construction.
An allowable lateral capacity of 1,000 pounds per pile may be assumed for 4-inch pin piles
installed at this site per these recommendations. A lateral deflection of V4-inch at the top of
the pin pile should be assumed under a 1,000-pound lateral load. If larger lateral capacities
are needed, the pin piles may be battered at a maximum of I HAV.
Auger Cast Piles
Auger -cast concrete piles are installed using a continuous -flight hollow -stem auger to drill
to a pre -determined depth. When the depth is reached, structural grout is pumped under
controlled pressure, through the center of the shaft as the auger is slowly withdrawn. By
maintaining pressure in the grout line and extracting the auger no faster than an equivalent
volume of grout is pumped, a continuous shaft of structural grout is formed. Reinforcing
steel is placed in the column of fresh grout immediately following auger withdrawal.
It is normal practice to install a pressure gage and flow meter on the pump discharge line
and a stroke counter on the grout pump. The counter is used to determine the approximate
volume of grout pumped by counting the number of strokes of a displacement -type pump.
The pump should, therefore, be calibrated prior to its use. A flow meter measures grout
volume directly and may be used in lieu of a stroke counter. The pressure gage is used to
monitor the pressure of the grout to evaluate the rate at which the auger should be
retracted, and if the auger or hoses are plugged. A properly functioning pressure gage and
a flow meter or stroke counter be provided on the grout pump for monitoring auger -cast
pile installation.
For this site, we recommend 16-inch diameter auger -cast concrete piles, with a minimum
of 15 feet embedment into t ' he advance outwash sands. ' An allowable vertical compressive
capacity of 30 tons each for 16-inch diameter auger -cast piles may be assumed for design.
By placing reinforcing steel to the bottom'of each auger -cast pile, an allowable uplift
capacity of 20 tons per pile may be achieved. A lateral capacity of 4 tons per pile may be
2002059LRI.doc 6 HWA GEOSCIENCES INC.
May 31, 2002
HWA Project No. 2002059
assumed for 16-inch diameter auger -cast piles. A lateral deflection of V4-inch at the top of
the pile should be assumed under a 4-ton lateral load. The structural design of the
reinforced -concrete piles should account for this amount of movement.
The installation of auger -cast concrete piles, including measurement of the volume of grout
pumped into each pile, should be monitored on a full time basis by the gootechnical
consultant.
RETAINING WALL RECOMMENDATIONS
We understand the proposed retaining wall along the south and a portion of the east side of
the house will support a cut to approximate Elevation 223.5 feet. At the southeast comer
of the proposed retaining wall, the cut will be about 6!/2feet below existing grade. Loose
fill/colluvium was encountered in our explorations along the retaining wall alignment
extending below Elevation 223.5 feet. As shown on Figure 4, the top of the advance
outWash is estimated to vary between Elevation 2 10 to 214 feet along the retaining wall
alignment. Thus, there is about 10 to 13V2feet of compressible fill/colluviurn below the
planned cut elevation.
Because the north/south portion of the proposed wall is proposed just inside the east
property line, we recommend the proposed retaining wall be designed as a concrete
cantilever wall, supported by pin piles. The footings should be designed to act as grade
beams. It may be necessary to batter the pin piles to provide lateral support for the wall.
We recommend concrete retaining walls at this site be designed to support an active-pluS7
seismic earth pressure equivalent to a fluid weighing 60 pounds per cubic foot (pcfl. This
value does not include hydrostatic pressure,as the ground water table is assumed to below
the bottoms of the retaining walls. For walls that will also support a traffic surcharge, such
as the wall on the south side of the house, a uniform lateral pressure of 125 pounds p er
square foot (psf) should be added to the above design fluid pressure.
These recommended earth pressures are based on the assumption that the backfill behind
the retaining walls will consist of free -draining, sand or sand and gravel, in accordance
with the Structural Fill recornmendations below. Care must be taken by the contractor to
avoid over7compaction near the walls.
Unbalanced eafth loads will be resisted by a combination of passive pressure against the
buried portions of the wall, and the lateral resistance provided by the pin piles. We
recommend that sliding resistance along the footing bottom be neglected, because the
underlying fill may settle. The passive pressure offered by properly compacted fill against
strip or spread footings may be estimated using an equivalent fluid pressure of 300 pef.
This value includes a factor of safety of about 1.5, and assurnes the ground surface adjacent
2002059LRI.doc 7 HWA GEOSCIENCES INC.
May 31, 2002
HWA Project No. 2002059
to the wall in the direction of movement is flat for a distance equal to or greater than twice
the embedment depth. � The passive pressure provided by the upper I foot of soil should be
neglected in design computations unless the surficial soils are protected by pavement or
concrete slab -on -grade.
EXCAVATION RECOMMENDATIONS
Maintenance of safe working conditions, including temporary excavation stability, is the
responsibility of the contractor. All excavations in excess of 4 feet in depth should be -
sloped in accordance with Part N of WAC. (Washington Administrative Code) 296-155, or
be shored. The fill/colluvium and stream bottom deposits at this site classify as Type C
soil. Temporary un supported excavations in Type C soils must be inclined no steeper than
I Y2H: I V (horizontal to vertical). Flatter slopes may be required where groundwater
seepage occurs. Where adequate slopes can not be achieved, temporary shoring will be
required� The design, installation, and maintenance of temporary. shoring should be the
responsibility of the contractor. Temporary slopes should be protected from erosion, as
necessaryj by covering the cut face with well -anchored plastic sheets.
Trench boxes should be used to support utility trenches in excess of 4 feet in depth. Heavy
construction equipment, construction materials, excavated soil, and vehicular traffic. should
not be allowed within half the -distance, measured from the edge of the excavation, equal to
the depth of the excavation, unless the shoring system has been designed for the.a:dditional
lateral pressure.
The Contractor should be responsible for the control of ground and surface water within
the contract limits. In this regard, sloping, slope protection, ditching, sumps, dewatering,
and other measures should be employed as necessary to permit proper completion of the
work.
STRUCTuRAL FILL MATERIALS
For the purpose of this report, all materials placed below'structures, pavements, or that
used as wall backfill, is considered structural fill. Structural fill should consist of-
fi7ee-draining granular soils that are free of organics and other debris. Granular soils
meeting the requirements. of Section 9-03.14(l) Gravel Borrow, of the Washington State
Department of Transportation, Standard Speci/icationsfor Road, Bridge and Municipal
Construction, 2002 Edition, will be suitable for structural fill applications. The existing
fill/colluvium and stream bottom deposits are not suitable for reuse as structural fill.
Top soil and organic materials can be reused for non-structural applications, such as
landscaping areas.
I
2002059LRI.doc 8 HWA GEOSCIENCES INC.
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May 31, 2002
HWA Project No. 2002059
Compaction. Criteria
Structural fill soils should be moisture conditioned to within about 3 percent of optimum
moisture content, placed in loose horizontal lifts less than 8 inches in thickness, and
compacted to at least 95 percent of its maximum dry density, as determined using test
method ASTM D: 1557 (Modified Proctor).
The procedure to achieve proper density of compacted fill depends on the size and type of
compaction equipment, the number of passes, thickness of the layer being compacted, and
soil moisture -density properties. When access restricts the use of heavy equipment,
smaller equipment can be used, but the soil must be placed in thin enough lifts to achieve
the required compaction. Sufficient density tests should be performed in fills to verify that
fill materials are being placed and compacted in accordance with the recommendations .
presented herein.
WET WEATHER EARTHWORK
The near -surface soils encountered in our explorations are fine-grained, organic -rich, and
moisture -sensitive. If earthwork is performed in wet weather or during wet conditions, the
following measures should be taken to prevent excessive subgrade disturbance:
Earthwork should be accomplished in small sections to minimize exposure to wet
weather. Excavation or the removal of unsuitable soil should be followed promptly by
the placement and compaction of a suitable thickness of clean structural fill. The size
and type of construction equipment used may have to be limited to prevent. soil
disturbance.
a Material used as structural fill should consist of clean granular soil containing less than
5 percent fines. The fines should be non -plastic.
The ground surface within the construction area should be suitably sloped to prevent
surface water from flowing into excavations, and sealed with a smooth drum vibratory
roller to promote rapid runoff of precipitation and to prevent ponding of water.
Soils that become too wet for compaction should be removed and replaced with clean
granular materials.
The above recommendations for wet weather earthwork should be incorporated into the
contract specifications.
2002059LRI.doc 9
HWA GEOSCIENCES INC.
May 31, 2002 ,
HWA Project No. 2002059
CONDITIONS AND LIMITATIONS
We have prepared this report for Ron Colwill, Jr. for use in design of a portion of this
project. This report should be provided in its entirety to prospective contractors for
bidding. and estimating purposes; however, the conclusions and interpretations presented in
this report should not be construed as a warranty of the subsurface conditions. Experience
has shown that soil and ground water conditions can vary significantly over small
distances. Inconsistent conditions can occur between explorations and may not be detected
by a geotechnical study. If, during future site operations, subsurface conditions are
encountered which vary appreciably from those described herein,,HWA should be notified
for review of the recommendations of this report, and revision of such if necessary.
Sufficient geotechnical monitoring, testing, and consultation should be provided during
construction to confirm that the conditions encountered are consistent with those indicated
by explorations, to provide recommendations for design changes should conditions
revealed during construction differ from those anticipated, and to verify that the
geotechnical aspects of construction comply with the contract plans and specifications.
Within the limitations of scope, schedule and budget, HWA attempted to execute these
services in accordance with generally accepted professional principles and practices in the
fields of geotechnical engineering and engineering geology in the area at the time the
report was prepared. No warranty, express or implied, is made. The scope of Pur work did
not include environmental assessments or evaluations regarding the presence or absence of
wetlands or hazardous substances in the soil, surface water, or ground water at this site.
HWA does not practice or consult in the field of safety engineering. We do not direct the
contractor's operations, and cannot be responsible for the safety of personnel other than our
own on the site. As such, the safety of others is the responsibility of the contractor. The
contractor should notify the owner if he considers any of the recommended actions
presented herein unsafe. I
0.0
2002059LRI.doc 10 HWA GEOSCIENCES INC.
May 31, 2002
HWA Project No. 2002059
We appreciate the opportunity to provide geotechnical services on this project.
Sincerely,
HWA GEOSCIENCES INC.
0 A N 6,4'
A S
CO J�
GIs
NAL A -
EXPIRES 08/18/ 07,
Erik 0. Andersen, P.E.
Geotechnical Engineer
BKH/EOA:SHH:bkh/eoa
Attachments:
Bryan K. Hawkins
Geotechnical Engineer
Sa H. Hong, P.E.
Geotechnical Engineer
Figure 1.
Vicinity Map
Figure 2.
Site and Exploration Plan
Figure 3.
Generalized Geologic Cross Section A -A'
Figure 4.
Contour Map, Top of Advance Outwash
Figure 5.
Legend of Terms and Symbols Used on Exploration Logs
Figures 6-8.
Logs of Borings BH- I through BH-3
Figures 9-12.
Logs of Test Pits TP- I through TP-4
Figures 13-15.
Grain Size Distribution Test Results
2002059LRI.doc I I HWA GEOSCIENCES INC.
I =I I �
i HMGEOSCffNCFS INC
JA I PROJECTS\ 2002\ 2002059\ 2002059001
'160TWPUSA
--1'61�T-PLiS'
sw Yk- T
40
sw
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is w
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LA
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P
"193 RD
TH pi�r
9w 0
co
52
cl
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19 T ST SW-u
2 �ND ST��
NOT TO SCALE
VICINITY MAP
COLWILL RESIDENCE
EDMONDS, WASHINGTON
RA" BY rL
amm " SKH
An PRO= "m
04.19.02 2002059
JAl
0
re
EXISTING
ROCKERY
EX. 20' UTILITY
EASEMENT PER A.F.
NO� 9309200825
LJ.
Lij
>
<
LEGEND
BH-1
��213 TOP OF ADVANCE OUTWASH
AT BORE HOLE LOCATION
TPV9 TOP OF ADVANCE OUTWASH
AT TEST PIT LOCATION
A' A#
CROSS SECTION - SEE FIGURE 3
L&J I NOTE:
00
THE CONTOURS SHOWN REPRESENTING THE TOP OF THE ADVANCE
OUTWASH ARE BASED ON INTERPOLATION AND EXTRAPOLATION
BETWEEN EXPLORAfIONS, AND SHOULD BE CONSIDERED APPROXIMATE.
ot lo' 20' 40'
SCALE: 1 *=20'
COLWILL RESIDENCE
CONTOUR MAP
mAvm By PL
ncm mm
4
omo= Ff EOA
fMGE0SCffNaS INC
EDMONDS, WASHINGTON
TOP O� ADVANCE OUTWASH
05.14.02
2002059
A
(NORTHWEST)
ZOU I
225
224
220
215-
W
W
U-
z
0 210-
W
-i
W
205
2001
1951
T"
CL
A
(SOUTHEAST)
r 230
- 225
.224
.220
.215
W
W
U-
z
210 LD
W
W
,205
200
195
LEGEND
FILUCOLLUVIUM:
Loose to medium dense, slightly
gravelly, silty to very silty SAND,
to sandy SILT, with abundant
organics.
ADVANCE OUTWASH:
Dense to very dense, slightly
silty to silty, SAND.
TOP OF EXPLORATION
7 SPT "N-VALUE"
INFERRED GEOLOGIC CONTACT
GROUNDWATER LEVEL DURING DRILLING
BOTTOM OF EXPLORATION
HORIZONTAL SCALE: 1'=10'
0. 5- 10' . 20'
EL-M � 0000011
0. 2.5' 50 10,
VERTICAL SCALE: 1"=5'
(2x VERTICAL EXAGGERATION)
go,
COLWILL RESIDENCE
GENERALIZED GEOLOGIC
wAym v P L
3
0MCM uf-EOA-
HM(3EOSCffNCB INC
EDMONDS, WASHINGTON
6ROSS SECTION A -A'
"'M
PRO= "M
I
I * 1
05.10.02
2002059
EXISTING
ROCKERY
-,EX. 20' UTILITY
EASEMENT PER A.F
NO. 9309200825
WWI
IMIGEOSCIENCH NC
Li
LEGEND
BH-1
ED
BORE HOLE DESIGNATION
>
AND APPROXIMATE LOCATION
TP-1
TEST PIT DESIGNATION
AND APPROXIMATE LOCATION
00
I A All
CROSS SECTION - SEE FIGURE 3
-0
COLWILL RESIDENCE
EDMONDS, WASHINGTON
-ON 10, 20'
I INNIS INNIS
SCALE: 1"=20'
DpAwm ey PIL
SITE AND CNECKM BY 8KH .2
EXPLORATION PLAN "T' PRO= Ho.
04.18.02 2002059
RELATIVE DENSITY OR CONSISTENCY VERSUS SPT N-VALUE
COHESIONLESS SOILS
COHESIVE SOILS
Approximate
Approximate
Density
N (blows/ft)
Relative Density(%)
Consistency
N (blows/ft)
Undrained Shear
Strength (pso
Very Loose
0 to 4
0 15
Very Soft
0 to 2
<250
Loose
4 to 10
15 35
Soft
2 to 4
250 - 500
Medium Dense
10 to 30
35 65
Medium Stiff
4 to 8
500 1000
Dense
30 to 50
65 85
stiff
8 to 15
1000 2000
Very Dense
over 50
85 100
Very Stiff
15 to 30
2000 4000
Hard
over30
>4000
USCS SOIL CLASSIFICATION SYSTEM
MAJOR DIVISIONS
GROUP DESCRIPTIONS
Coarse
Gravel and
Clean Gravel
a'" I
.16-
GW
Well -graded GRAVEL
Grained
Gravelly Soils
(little or no fines)
_�JFJ
3c
GP
Poody-graded GRAVEL
Soils
More than
50% of Coarse
Gravel with
ak
GM
Silty GRAVEL
Fraction Retained
Fines (appreciable
on No. 4 Sieve
amount of fines)
GC
Clayey GRAVEL
Sand and
Clean Sand
SW
Well -graded SAND
More than
Sandy Soils
(little or no fines)
SP
Poorly -graded SAND
50% Retained
50% or More
on No.
of Coarse
Sand with
SM
Silty SAND
200 Sieve
Fraction Passing
Fines (appreciable
Size
No. 4 Sieve
amount of fines)
SC
Clayey SAND
ML
SILT
Fine
Silt
CL
Lean CLAY
Grained
and Liquid Limit
Soils
Less than 50%
Clay
OL
Organic SILT/organic CLAY
MH
Elastic SILT
Silt
50% or M ore
Liquid Limit
Passing
and
50% or More
CH
at CLA
No. 200 Sieve
Clay
Size
OH
OT
Organic SILT/Organic CLAY
Highly Organic Soils
PT
PEAT
COMPONENT DEFINITIONS
COMPONENT
SIZE RANGE
Boulders
Larger than 12 in
Cobbles
3 in to 12 in
Gravel
JI in to No 4 (4.5mm) -
Coarse gravel
3 in to 3/4 in
Fine gravel
3/4 in to No 4 (4.5mm)
Sand
No. 4 (4.5 mm) to No. 200 (0.074 mm)
Coarse sand
No. 4 (4.5 mm) to No. 10 (2.0 mm)
Medium sand
No. 10 (2.0 mm) to No. 40 (0.42 mm)
Fine sand
No. 40 (0.42 mm) to No. 200 (0.074 mm)
Silt and Clay
Smaller than No. 200 (0.074mm)
TEST SYMBOLS
%F
Percent Fines
AL
Afterberg Limits: PL = Plastic Limit
LL = Liquid Limit
CEIR
California Bearing Ratio
CN
Consolidation
DID
Dry Density (pco
IDS
Direct Shear
GS
Grain Size Distribution
K
Permeability
MID
Moisture/Density Relationship (Proctor)
MR
Resilient Modulus
PID
Photoionization Device Reading
PP
Pocket Penetrometer
Approx. Compressive Strength (tso
SG
Specific Gravity
TC
Triaxial Compression
TV
Torvane
Approx. Shear Strength (tsf)
UC
Unconfined Compression
SAMPLE TYPE SYMBOLS
2.0" OD Split Spoon (SPT)
(140 lb. hammer with 30 in. drop)
Shelby Tube
3-1/4" OD Split Spoon with Brass Rings
0
Small Bag Sample
Large Bag (Bulk) Sample
UCore
Run
ZNon-standard
Penetratio n Test
(3.0" OD split spoon)
GROUNDWATER SYMBOLS
�Z Groundwater Level (measured at
time of drilling)
T Groundwater Level (measured in well or
open hole after water level stabilized)
COMPONENT PROPORTIONS
PROPORTION RANGE
DESCRIPTIVE TERMS
< 5%
Clean
5-12%
Slightly (Clayey. Silty, Sandy)
12-30%
Clayey, Silty, Sandy, Gravelly
30-50%
Very (Clayey, Silty, Sandy, Gravelly)
Components are arranged in order of increasing quantities.
NOTES: Soil classifications presented on exploration logs are based on visual and laboratory observation.
Soil descriptions are presented in the following general order. MOISTURE CONTENT
Densityllconsistency, color, modifier (if any) GROUP NAME, additions to group name (if any), moisture DRY Absence of moisture, dusty.
content. Proportion, gradation, and angularity of constituents, additional comments. dry to the touch.
(GEOLOGIC INTERPRETATION) MOIST Damp but no visible water.
Please refer to the discussion in the report text as well as the exploration logs for a more WET Visible free water, usually
complete description of subsurface conditions. soil is below water table.
LEGEND OF TERMS AND
COLWILL RESIDENCE SYMBOLS USED ON
EDMONDS, WASHINGTON EXPLORATION LOGS
HWAGEOSCIENCES INC.
PROJECT NO.: 2002059 FIGURE: 5
LEGEND 2002059.GPJ 5/28/02
BORING:
901 COLWILL RESIDENCE BH- 1
HWAGEOSCIENCES INC. EDMONDS, WASHINGTON PAGE: 1 of 1
PROJECT NO.: 2002059 FIGURE: 6
BORING 2002059.GPJ 5128/02
S M
Loose to medium dense, dark brown and dark gray, slightly
gravelly, very silty, fine to medium SAND, moist. Fine to
coarse gravel. Abundant organics/wood/rootlets noted.
[FILL]
- --- - - - - - - - - - - - - - - - - - - -
Medium dense, mottled brown and gray, silty to very silty,
SM
fine to medium SAND, moist. Mica noted. Charcoal noted.
Oxidation stains noted.
j
I
SM
Very dense, brown, slightly silty, fine to coarse SAND, wet.
Mica noted.
[ADVANCE OUTWASH]
BORING:
COLWILL RESIDENCE BH- 2
MAGEOSCIENCES INC. EDMONDS, WASHINGTON - PAGE: 1 of 1
PROJECT NO.: 2002059 FIGURE: 7
BORING 2002059.GPJ 5/28/02
SM
Loose to medium dense, very dark brown and dark gray,
slightly gravelly, very silty, fine to medium SAND, moist.
Fine to coarse gravel. Abundant organics/wood/rootlets
4.
noted.
[FILL]
SM
Ve dense, gray, silty, fine to medium SAND, wet.
[ADVANCE OUTWASH)
BORING:
COLWILL RESIDENCE BH- 3
EDMONDS, WASHINGTON PAGE: 1 of 1
MAGEOSCIENCES INC.
PROJECT NO.: '2002059 FIGURE:
BORING 2002059.GPJ 5/28/02
EXCAVATION COMPANY: Deeny Construction LOCATION: See Figure 2
EXCAVATING EQUIPMENT: Case 580 Backhoe DATE COMPLETED: 5/11/02
SURFACE ELEVATION: .230 Feet LOGGED BY: E. Andersen
U)
Cn
W
Cr
W
ro
V)
Of
W
a.
r
Z
k:i
W
Cn
W
0
0
U)
W
W
it
5 Z
SKETCH OF SOUTH SIDE OF PIT
a.
co
m
Cn
0
—i
a-
—i
0.
P W
in �-
Z
Of
W
X
D
0 HORIZONTAL DISTANCE (feet)
W
a
>-
U)
W
D DESCRIPTION
U)
U)
50
2 U
F-
0
of
0 0 3 6 9 12
1 12=
SM
Loose, grayish brown, slightly gravelly, silty to very silty, fine SAND,
Moist.*
[FILL]
o�se, v — — — — — — — — — — — — — — — — — — — —
ery dark brown, very silty. fine SAND to fine sandy SILT,
SM
with abundant organics, moist.
ML
Soft to medium stiff, gray, slightly fine sandy, SILT, with organic
matter, moist.
[OLDER FILL OR COLLUVIUMI
Medium stiff, grayish brown and oxidized reddish brown, SILT, with
---------------------------
ML
trace to some organics, moist.
Total depth = 10-1/2 feet.
No ground water seepage observed during excavation.
No caving of test pit sidewalls.during excavation.
0 S-1
NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated
and therefore may not necessarily be indicative of other times and/or locations.
W
15 0
-i r—O
-9 1
-12 1
-15 .1
LOG OF TEST PIT
COLWILL RESIDENCE TP- 1
HWAGEOSCIENCES INC. EDMONDS, WASHINGTON PAGE: 1 of 1
PROJECT NO.: 2002059 FIGURE: 9
TPIT15 2002059.GPJ 5/29/02
EXCAVATION COMPANY: Deeny Construction LOCATION: See Figure 2
EXCAVATING EQUIPMENT: Case 5.80 Backhoe DATE COMPLETED: 5/11102
SURFACE ELEVATION: 227 ± Feet LOGGED BY: E. Andersen
C6
(n
LU
W
Co
—
of
U) W
2
D
z
8-1
W
P
co
W
0
0
U)
co
W
W
0:
=5 z
W
z
W D
W
(n
U) z
0
0
X
0
U)
D DESCRIPTION
2 L)
0 0
0-
2
I E
S
ML
Soft to medium stiff, brown, gray, and mottled reddish brown,
slightly sandy, SILT. with abundant organics, moist.
[FILL]
ML
Medium stiff, gray and mottled reddish brown, SILT, moist.
[STREAM BOTTOM DEPOSITS)
SP
Medium dense. yellowish brown and mottled reddish bro n, clean
to slightly silty, fine to medium SAND, moist to wet.
0 S-1
0 S-2
Total Depth ="10 feet.
Ground water seepage observed at about 5-1/2 feet during
excavation.
12— No caving of test pit sidewalls during excavation.
NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated
and therefore may not necessarily be indicative of other times and/or locations.
a_
r— 0
-3
Z-�
-9
-12 1
MIRM
LOG OF TEST PIT
COLWILL RESIDENCE TP- 2
EDMONDS, WASHINGTON PAGE: 1 of 1
HWAGEOSCIENCES INC.
PROJECT NO.: 2002059 FIGURE: 10
TPIT15 2002059.GPJ 5/29/02
MIMI
EXCAVATION COMPANY: Deeny Construction LOCATION: See Figure 2
EXCAVATING EQUIPMENT: Case 580 Backhoe DATE COMPLETED: 5/11102
SURFACE ELEVATION: 223 ± Feet LOGGED BY: E. Andersen
W
W
(L
co
2
D
U) W
0
0
W
z
W
W
W �-
5 z
W
W
0
cc z
I--
0-
co
m
(1)
0
-i
a_
2
-j
CL
2
F-
U) z
W Z)
Z: 0
W
a
>-
U)
W
D
DESCRIPTION
<
U)
<
U)
50
20
W
0 (9
0—
ML
Very loose to loose, gray, brown, and mottled reddish brown, very
SM
silty fine SAND to fine sandy SILT, with abundant organics, very
moist.
[FILL)
3—
ML
Soft to medium'stiff, brown and mottled yellowish brown, SILT,
moist.
[STREAM BOTTOM DEPOSITS]
6—
SP
Medium dense, yellowish brown, clean to slightly fine to
I
nL
medium SAND, very moist.
S ist
�silty,
V C O�
__JAD AN E UTWASH
Total depth = 9 feet.
No ground water seepage observed during excavation
No caving of test pit sidewalls during excavation.
12
15
NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated
and therefore may not necessarily be indicative of other times and/or locations.
(L
W
0
—0
mcm
-6
-9
-12
-15
LOG OF TEST PIT
COLWILL RESIDENCE TP- 3
EDMONDS, WASHINGTON PAGE: I of 1
HWAGEOSCIENCES INC.
PROJECT NO.: 2002059 FIGURE: 11
TPIT15 2002059.GPJ 5/29/02
"EXCAVATION COMPANY: Deeny Construction LOCATION: See Figure 2
EXCAVATING EQUIPMENT: Case 580 Backhoe DATE COMPLETED: 5/11/02
SURFACE ELEVATION: 226 ± Feet LOGGED BY: E. Andersen
U)
0
0 CO
M U)
W
0
U)
U) D
DESCRIPTION
0—
SM
Loose, brown, silty to very silty SAND, with numerous organics.
[FILL],
3
--------- I
ge�—or�e- very'��rk �-r�wwr�very silty SAND, intermixed with gray,
�17-'�i-L
.111
SM'
fine sandsy SILT, with abundant organics.
6
9
12
15
UJ M
a- 2
D
z
Lu W
-j -j
Q.
i�TT Peat -like below 8 feet — — — --- — — — — — — — — — — — — ] 0 S-1
Total depth = 9 feet.
Test pit terminated due to sidewall caving in close proximity to
existing storm drain.
No ground water seepage observed during excavation.
OTE: This log of subsurface conditions applies only at the specified location and on the date indicated
and therefore may not necessarily be indicative of other times and/or locations.
Of
uj
LU
X F-
5 z
Lu z
LLI D
z 0
50 X
M L) 0 0 0
SKETCH OF WEST SIDE OF PIT
HORIZONTAL DISTANCE (feet)
3 6 9 12
W
15 0
d r—O
-3
-9
MPM
-15 1
LOG OF TEST PIT
901 COLWILL RESIDENCE TP- 4-
HWAGEOSCIENCES INC. EDMONDS, WASHINGTON PAGE: 1 of I
PROJECT NO.: 2002059 FIGURE: 12
TPIT15 2002059.GPJ 5/29/02
SAND
—GRAVEL
SILT CLAY
Coarse Fine Coarse Medium Fine
U.S. STANDARD SIEVE SIZES
3/4"
3" 1-1/2" �/8" 3/8" #4 #10 #20 #40 #60 #100 #200
100 J6 it
90
80
X
70
60
-
co
W 50
z
FL
40
z
W
C) 30
W
CL
20
10
0
50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 0.0005
GRAIN SIZE IN MILLIMETERS
SYMBOL
SAMPLE
DEPTH (ft)
CLASSIFICATION
% MC
LL
PL
PI
%Gravel
%Sand
%Fines
BH- I
S-1
2.5-4.0
(SM) dark grayish -brown, silty SAND
22
9.8
53.7
36.5
BH- I
S-6
20.0-21.5
(SM) olive -brown, silty SAND
26
81.8
18.2
A
BH- 2
S-2 .1
5.0-6.5
1 (SM) olive -gray, silty SAND
17
10.6 1
57.8 1
31.5
1
HWAGRSZ 2002059.GPJ 5/28/02
GRAIN SIZE
COLWILL RESIDENCE DISTRIBUTION
HWAGEOSCIENCES INC. EDMONDS, WASHINGTON JEST RESULTS
PROJECT NO.: 2002059 FIGURE: 13
GRAIN SIZE
COLWILL RESIDENCE DISTRIBUTION
HWAGEOSCIENCES INC. EDMONDS, WASHINGTON JEST RESULTS
PROJECT NO.: 2002059 FIGURE: 13
GRAVEL SAND
SILT CLAY
ECoarse I Fine Coarse Medium Fine
U.S. STANDARD SIEVE SIZES
3/4"
3" 1-1/2" 1 5/8" 3/8'. #4 #10 #20 #40 #60 #100 #200
100 r i—A"
I
t
80
(D 70
il�
it 11
60
W 50
z
LL
1-- 40
z
W
Q 30
W
C1_
20
10
0
50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 0.0005
GRAIN SIZE IN MILLIMETERS
SYMBOLI
SAMPLE
DEPTH (ft)
CLASSIFICATION
% MC
LL
PL
PI
%Gravel
%Sand
%Fines
0
BH- 2
S-5
15.0-16.5
(SM) dark olive -brown, silty SAND
18
0.5
59.0
40.5
E
BIH- 2
S-6
20.0-21.5
(SM) brown, silty SAND
17
2.3
83.7
14.0
L-----------
BH- 3
I —
S-3
7.5-9.0
1 (SM) dark gray to black, silty SAND, (organics present)
23
9.2
60.9
29.9
HWAGRSZ 2002059.GPJ 5/28/02
GRAIN SIZE
COLWILL RESIDENCE DISTRIBUTION
EDMONDS, WASHINGTON TEST RESULTS
HWAGEOSCIENCES INC.
PROJECT NO.: 2002059 FIGURE: 14
GRAIN SIZE
COLWILL RESIDENCE DISTRIBUTION
EDMONDS, WASHINGTON TEST RESULTS
HWAGEOSCIENCES INC.
PROJECT NO.: 2002059 FIGURE: 14
GRAVEL SAND
SILT CLAY
Coarse I Fine —� Coarse Medium Fine
U.S. STANDARD SIEVE SIZES
3/4"
X 1-1/2" 1 �/8" 3/8" #4 #10 #20 #40 #60 #100 #200
100
90 -
80
(D 70
w
60
L
ca
W 50
z
LL
40
z
w
C) 30
w
(L
20
10
0 L
50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 0.0005
GRAIN SIZE IN MILLIMETERS
SYMBOL
SAMPLE
DEPTH (ft)
CLASSIFICATION
% MC
LL
PL
PI
%Gravel
%Sand
%Fines
0
BH- 3
S-4
10.0-11.5
(SM) olive -gray, silty SAND
23
3.9
52.2
43.9
E
BH- 3
S-7
25.0-26.5
(SM) gray, silty SAND
23
4.9
76.2
18.9
HWAGRSZ 2002059.GPJ 5/28/02
GRAIN SIZE
COLWILL RESIDENCE DISTRIBUTION
HWAGEOSCIENCES INC. EDMONDS, WASHINGTON TEST RESULTS
PROJECT NO.: 2002059 FIGURE: 15
GRAIN SIZE
COLWILL RESIDENCE DISTRIBUTION
HWAGEOSCIENCES INC. EDMONDS, WASHINGTON TEST RESULTS
PROJECT NO.: 2002059 FIGURE: 15
---- ....................... ---------
..............
...................
.............
......... .....
............................ ........ ........
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. . . . . . . . . . . . . . . . . . .
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
............
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.......... . . "57
............. .........
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A Guetorri Homo �or
r '.' i Heathcr
1 �^4111
142-7 loth Flace, North
Edrnond5, V4ashington
425 77e� 7506
PLAJVTIN6%
ARISA
Plafiting area to include one or more of the following native species
NORTHWEST NATIVE TREES
INSCENSE CEDAR (Calocedrus deccorens)
WESTERN RED CEDAR (Tbuja plicata)
SITKA SPRUCE (Picea sitchensis)
PACIFIC CRAB APPLE (Malus fusca)
OREGON ASH (Fraxinus latifolia)
BLACK HAWTHORNE (Crataegus douglasii)
BLACK COTTONWOOD (Populustrichocarpa)
BEAKED HAZEL (Corylus cornuta)
OREGON WHITE OAK (Quercus garryana)
BIG LEAF MAPLE (Acer macrophyllurn)
BITTER CHERRY (Prunus emarginata)
DOUGLAS FIR (Pseudosuga menzescii)
PACIFIC WILLOW (Salix lasiandra)
MADRONE(Arbutus menziessii)
PACIFIC DOGWOOD(C. nutalli)
OREGON BAY LAUREL (Urnbellularia californica)
RED ALDER (Alnus rubra)
CASCARA SAGRADA (Rhamnus purshiana)
VINE MAPLE (Acer circinaturn)
PACIFIC PLUM (Prunus subcordata
Z�
NATIVE SHRUBS
SNOWBERRY - (Symphoriarpos alba)
BUNCHBERRY(Cornus canadensis)
RED OSIER DOGWOOD - (Comus stolonifera)
EVERGREEN HUCKLEBERRY (Vaccinium ovaturn)
OREGON GRAPE - (Mahonia aquifoliurn)
WESTERN AZALEA (Rhododendron oxidentale)
PACIFIC RHODODENDRON (Rhododendron macrophyllum)
WOOD ROSE - (Rosa woodsii)
THIMBLEBERRY - (Rubus parviflorus)
SALMONBERRY (Rubus spectabilis)
ELK RIVER CURP-4,NT (Ribes sanguineurn)
NOOTKA ROSE - (Rosa nutkana)
INDIAN PLUM (Oen-deria cerasiformis)
5hee,t 0�
RLA
Q - ,� I
.-, - I � 1 2602
PERMIT COUNTER
IS
V)
2
UJ
Ld
00
W1
I I I
S LIELS)
ST SWI I
T
TH PL
SW
_t
VICINITY MAF
NO SCALE. Q
r o 8 L o c., sa Vo,( :,,) n
?S�
A d gr %2;
5HAFII:Rc) PROPERTY
18105 SUNSET WAY,
EDMONDS, WA 9002ro
COLWILL PROPERTY
IaII0 80th Avenue West
Edmond.s, WA 95026
r o P �e�ni r t y
5HAFIRO PROPERTY, (5un6et Lot.)
2704laOO203500
COLWILL FRFOERTY (Oat-h AVENUE WEST LOT)
41a8 000 017 0403
651 /nIN
Le W Dvv- oc,,roptoon
-9
Refer to the attached IndfvIdula site eurveys for more
site specific, Information
Sunset Way Lot:
NOTES
LEGAL DESCRIPTION AND EASEMENTS SHOWN HEREON
E3ASED ON EVERGREEN TITLE COMPANY REPORT, ORDF--',R
NUMBER 200008609, EFFECTIVE DATE JULY 19,2000.
15ASIS OF E3EARING- HELD SOUTH &9*57'50" EAST BETWEEN
FOUND MONUMENTS ALONG CENTERLINE OF OLYMPIC VIEW
DRIVE (EDMONDS-BEVIE-IRLY PARK ROAD) AS SHOWN
VERTICAL DATUM: HELD RIM ELEVATION OF 2513.80 FOR
SANITARY SEWER MANHOLE LOCATED AT SOUTHEAST
CORNE(R OF FIR01=1ERTY FOR HOUSE 018101, SUNSET WAY, AS
SHOWN ON CITY OF EDMONDS PLAN FOR 2000 WATER MAIN
REPLACEMENT PROGRAM FOR SUNSET WAY (OLYMPIC VIEW
DR TO 9100 SUNSET WAY) JOE3 No, F_0JA.
TWO -FOOT CONTOUR INTERVAL SHOWN. REFFER TO SHEET 02
FOR STEEFSLOFF AREAS.
UNDERGROUND UTILITIES BASED ON VISIBLE SURFACE
EVIDENCE, UNDERGROUND UTILITY FAINTMARK6, AND UTILITY
DRAWINGS 015TAINED FROM THE CITY OF EDMONDS.
NORTHWEST GEOMATICS, INC. CANNOT GUARANTEE THE
ACCURACY OF UNDERGROUND UTILITY LOCATIONS. PRIOR
TO CONSTRUCTION, CONTACT I-WO-424-5555 FOR
VERIFICATION OF UNDERGROUND UTILITY LOCATIONS.
189thStreet Lot:
LOT 4 OF CITY OF EDMONDe SHORT SUBDIVISION NO.
5-17-91, ACCORDING TO SHORT SUBDIVISION RECORDED
SEPTEMBER 20,1993 UNDER RECORDING NO. 930920002E5,
IN VOLUME 2792, PAGE 1963, IN SNOHOMISH COUNTY,
WASHINGTON.
TOGETHER WITH AN UNDIVIDED INTEREST IN TRACT "X", AS
SET FORTP ON THE FACE OF SAID SPORT FLAT.
SUBJECT TO EASEMENTS, RESTRICTIONS AND REeERVATION5
OF RECORD.
�Uontr 61%qtor
C'N o r d k��Q)
und!%tuon NoN
FREFER TO CIVIL ENGINFEER DRAWINGS FOR
'ONSTRUCTION 65aUENCING,
k
('�Elo__'A / (3r(1093)dong
T QJ V
.No) C 0 p eaN o f W o r k
This aspect of construction entails the grading and
site preparation only. Construction of the houses will
be completed under separate/additlonal Permits.
Refer to construction sequencing of clearing, grading,
and utility work of the project site elsewhere on this
-sheet.
5oth sites will be, graded simultaneously. The overall
objective is to clear the sIte(.s.) of existing
vegetation and prepare the existing storm drainage
structure(s) For the modifications necessary to fill and
grade the sits(e.). The secondary objective is to
prepare the building pads, (and storm dentition vault,
or the Shapiro site). The third objective is to bring
up to 5' of their respective residences all utilities
necessary For the structures. These include,
underground electricity, phone, datalcable, gas,
sanitary cswer, ,torm sewer/clentition.
Frepare both ,-�`es for construction of two separate
.single family
Buildino 1997 Uniform 5ulldfng Code
Construction Type-__ Type V Non -Rated
I.nterfor Bearing Walls: Not Rated
F_xterior 13earinc:�_Walls:_ Not Rated
Cellincis - Floor,5-- Hot Rated
Stairway Construction- Wood Construction w/ wood tread
zonfncl Rs -a - Single Family Residencial
(�;etback Req i-ements; Street Front- 25'-01'
elds: lo'-O"
Rea r - 2 E5'- 0 "
miD n
N
� ;0_�
s
TRUE NORTP
FROJECT NORTH
STRUCTURAL GRID
ROOM REFERENCE
10 1 I=: DOOR NUMBER
16105 SUNSET WAY
OWNER
ANTHONY t 51RI SHAPIRO
10609 226 SW
EDMONDS, WA 9W20
425.770.5400, FAX 7 7S.3032
SOILS ENGINEER
GOLDER ASSOCIATES, IFIC.
DAVID COTTON
10300 NE UNIOH HILL ROAD
REDMOND, WA 98052-3333
425�aO3-0777 FAX, 802-549a
CIVIL ENGINEER
DEAN HOUGH SASSOCIATE!-�
DEAN 14OUGH
S91a 11th STREET HE
EVERETT, WA 90205-1407
425. 335.0262 FAX, 335.0262
SITE SURVEYOR
NORTHWEST GEOMATICS
DAvE ELSER
5a7 SW LITTLETREE CIRCLE
FORT ORCHARD, WA 9a367
253. 087.0924 FA>1 a87.0925
ARCHITECT
A.D. SHAPIRO ARCHITECTS FS
TONYSHAFIRO
600 MAIN STREET, SUITE C
EDMONDS, WA 98020
425-778-5400, FAX 770.3032
L11 M!*�i4l
4"q
cl I i TT
15110 a5th AVF_NUF_ WEST
OWNER
RON $ PEATPER COLWILL
1-427 10th FLACE N
EDMOMIDS, WA 9802ro
425.778.7806, MOBIL 206.795-37a-1
6011-9 ENGINEER
PWA ENGINEERS
ERIK ANDERSON
19730 ro4TI4 AVENUE WEST
LYNNWOOD, WA 9ao3ro-59r;-7
-425.883-077"t FAX1382-549a
CIVIL ENGINEER
IDEAN HOUGH 4 ASSOCIATES
DEAN POUG"
8910 Ilth STREET NE
EVERETT, WA 9B203-1407
425 335.02(o2 FAX 335.0262
SITE SURVEYOR
LOVELL SAUERLAHD a AE360C ING.
JEFF TREIBER
19400 33rd AVENUE WEST
L'I'NNWOOD, W/)�9003&
425,775.1591, FAX, 072.7990
STRUCTURAL ENGINEER
CG ENGINEERING
GREG GULLIEN
250 4th AVENUE SOUTH, SUITE 200
EDMOHD5, WA 9S020
425.778,8500 FAX 778-553(o
LANDSCAPE ARCHITECT
AMS LANDSCAPE AFRCHITECTURE
ART SEIDEL
f405 NORTHEAST KATSURA ST.
ISSAQUAH, WA 98029
425-681-6458
GENERAL CONTRACTOR
GENERAL CoNTRACTOR
SILVER CITY CONSTRUCITON
SILVER CITY CONSTRUCITOM
MR JAMIE SCHWARTZ
MR. JAMIE SCHWARTZ
SILVER CITY CONSTRUCITON
SILVER CITY CONSTRIUCITON
PO E30X 1417
PO 15OX f417
MIKILETO, WA 98275-1417
MIKILETO, WA 98275-1417
K-1project-12282-0B -0kins(st Houa(q -Cad -66-�dulee -282-03 FlrojactTsamx2a
C on n cS�- t r u c t Do o n
cc-% 12n�k 11
QJ 0 q u ken.:-N n C � n g
1, HOLD FRECONSTRUCTION MEETING ON SITE WITH
CITY AND CONTRACTOR PERSONNEL.
MARK CLEARING LIMITS ON f50TH SITES.
2. SET EROSIING CONTOL AND CONeTRUCTlON
ENTRANCE AT COLWILL SITE AND SHAPIRO SITE.
3. CLEARING OF DITCH AND TREE REMOVAL.
4.1 EXTEND MAN HOLF-e UP
4.2 5EGIN FILL IMPORT OF OFEN DITCH
4.3 INSTALL FIFE AND Cf3'5 AT FROFERTY LINE
5.1 5EGIN Mf��A- WALL FOUNDATION AND LOWER
C, FX�q�� In
N
F IT��l
L D N'TITICZ''CONNECT TO CITY STORM AND
TO FOUN ... 14,&N za:
NI FO N FOUR OUSE FPU D rl
7. 15 TI HT
AIR F AN'
I- C, T FPU ATION
3 STAL DRAI ROCK ID F TING AINS
7. C IL HO a FO D TI ) A E H 0 US E
F MI ' FER U 0 L R U R NT5.
Acous
Acouetic/Acoustica I
ID
Inside Dimension
AB
Anchor Bolt
I E
Invert Elevation
,ACT
Ac:�oustical Tile
IN
[rich
ALUMN
Aluminum
LAM
Lam inate(d.)
14FIFfROX Approximate
LAv
Lavatory
'AfRep
Architectura I
LT
Light
ASPH __
A5eha It
LTWT
Light Weleht
F3L[--)G
Building
MAX
Maximum
BL<G
Blockin
MECP
M (Scha n I ca I
CAB
C' a b I n s t
MFR
Manufacturer
Ci
Contro I Joint.
MIN
Minimum
CL
Center Line
Misc
Miscellaneous
CLG
Ceilin(g
MTL
Meta I
CDR
Clearance
NIC
Not In Contract
cmu
Conc, Maeonry Unit
NTS
Not To Sca le
COL
Column
cc
On Center
ICONC
Concrete
OD
Outside, Diameter
CPT
Carpet
OPG
Opening
T
Ceramic, Tile
PL
Plate
DBL
Double
FLAM
Plastic Laminate
EDEPT
Department
PLYWD
Plywood
DF
Drinking Fountain
PT
Pressure Treated
DIA
Diameter
Ar-)
Rr_l"�
Radius
DIM
Dimen5lon
FRE3
Rubber Bass
DN
Down
RD
Roof [Drain
DR
Door
REF
Refrigerator
DS
[Down Spout
REQD
Required
DIAG
Drawing
REV
Reverse
EA
Each
RM
Room
ELEC
Electrical
RO
Rough Opening
ENCL
Enclosure
SC
Solid Core
EOUIP
Equipment
6CPED
Schedule.
1- 0
Equa I
SECT
Section
EXIST
Existing
SF
Square Foot
I- X P
Expansion
SIM
Similar
EXT
Exterior
SPEC
specification
F I-)
Floor Drain
50
Square
FEC
Fire Extinguisher CabincEST
Stainless Steel
FFE
Finish Floor Elevation
5TA
Station
FFL
Finish Floor Level
STED
Standard
FOR
Floor Line
STL
Steel
FOC
Face of Concrete
STRUCT
Structura I
FOIC,
Furnished by Owner
T
Tread
Installed by Contrar-SWiMP
Tempe -red
FOS
Face of Stud
TOC
Top of Cona
FT
Foot
TOe
Top of Slab
FTG
Footing
TOW
Top of Wall
FUR
Furred(ing)
TYF.
Typ I ca I
GA
Gage
UL
Underwriters L�_b
GALV
Galvani-ed
VCT
vinyl composition
GLULAM
Glu Laminated
Tile
GW5
Gypsum Wall Board
VERT
Vertical
PC
Poee Cabinet
VT
Vinyl Tile
HDWD
Hardwood
WD
Wood
HM
Pallow Metal
WP
Waterproof
HfR
Hour
W5
Weatherstrip
PT
�4eight
HvAC
Heating -Ventilation
and Air Conditioning
�Jc,
cr�
0 1 L
- re
11515 Vr5D FbY2,
64-64-1- 5MhZ*_E— t07
r
IN
CO
Y c;�
PA 1AENT 00-
[3LJILDING DEPA
WORK.
\.NOR ADDREE.'s
ADD
OWNER
IL
D P, T APPROVED DATE*
P
OFFICIAL
At.
-1c, 1, IV-V& BLDG.
.1 . 0
NUMBIE-IR
N �t
�,Iw 1� pFRMIT
00
7
Am 1 11
AO COVER SHEET
Al 51TE PLAN
SITE SURVEY
113105 SUNSET WAY
IL3110 a8th AVENUE WEST
CIVIL ENGINEERING
CI STORM DRAINAGE PLAN
C2 5TCRM DRAINAGE PROFILES
C, 3 C-EWER AND WATER PLAN
C4 5EWER AND WATER DETAILS
LANDSCAPE
L-I LAN06C. PLANTING PLAN
SPECIAL INSPECTIONS HAVE BEEN CALLED FOR ON THIS PROJECT AND tA
ARE NOTED ON THE APPROVED CONSTRUCTION PLANS AND BUILDING
PERMIT. IT IS THE OWNER AND/OR CONTRACTORS RESPONSIBILITY
A WAO T
TO ASSURE THAT REPORTS ARE PROVIDED TO THE CITY IN A TIMELY
*,Af I M'
W�a
MANNER. BE ADVISED --IF SPECIAL INSPECTION REPORTS ARE NOT
FORTHCOMING, THE BUILDING OFFICIAL MAY ISSUE A STOP WORK
AND NO CITY INSPECTIONS WILL BE PROVIDED UNTIL SUCH TIME AS COVER SWEET
THE REPORTING AGENCY HAS COMPLIED AND REPORTS ARE
REVIEWED AND APPROVED BY THE CITY.
APPROVED By PLANNI
1/0 2-
SCALE: PRAWN MY:
NA AbS
DATE: CHECKEO'BY;
FILE 06/28/02 AM
STREt
PRO EC]r NO., FILH NAME-
282-03CS01
EIVEE)
JUL 10 2002
PERMIT COUNTER
Et&AL �vr_SC RIPTION
:Thalt p6ttlon or. Goveenm6ni'Loi I,j Section 19,
T6WII6110 21 N6rthAahge 4 taet,� WX, in Snohomish
county, Washington, diIII.actib6d as follows:
Pcminemcln!� at the Northwest corner or Section 16,
27 North, Range 4 Fast ' WX and
rocesding thence'alomg the West line or said
Section 16, South lvrtil' West A dietarce,or 656.58
fda't to the Southerly. margin or the
-F-dmomds-13everly Fark'Roadi
Thence along said Southerly margin CM 4 curve to
the left, having an InItia I course of North 54*08'13"
Fast and a radius of 349.60 feet, A distance of
12(o..04. rest-.
Thence North 53*20'50" East 4 distance of 58-79
feet to the Intersection of the Southerly margin of
the F_dmond6AE3sv6rIy Park Road and the Northerly
margin or Sunset Way;
ThericawntinufH6 along said Southerly margin or the
Edmoncl6-EBsverly Fark Road North 3.3*26'50" F-ast a
distance of 19735 fest;
Thence along the arc of a curve to the right, having
a radius or 98.90 feet, a dl6tarled or 132.15 Feet;
Thence South 69*57'50" East .8 distance or 199.67
rest;
Thence along the arc of a curve to the left, having
a radius of 3aq.2o Feet, a distance or 185ZB Feet to
the True Point of Oaginnina;
Thence continuing along the Southerly margin of the
F-dmonds-15sverly Fark Road and along the arc or a
curve to the left, having a radius or .589.20 feet, a
distance or 72 rests
Thence South 1*02'16" West a distance of 136.70 feet;
Theme West a distance or 120 feats
Thence South 45*51'2V West a distance of 53-13 Feet
to the Northerly margin or sunset Way;
Thence along said margin North 51'14'10" West a
distance or 20 feet;
Thence North 56'0535" F-ast 179.99 feet to the True
Foint of Deginning;
F_xcept any portion lying within Sunset Way as
conveyed to the City or Edmonds by deed
recorded under Auditor's File No. 1794710.
REFERENCES
REID-MIDDLETON SU13DIVISION SKETCH FOR MRS. MARIE D. BRANDT, RMA
JOB NO. 2834 DATED APRIL 1965.
PLAT OF DOBSON PARK AS RECORDED IN VOLUME 16 OF PLAT, PAGES 90
& 91, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
CITY OF EDMONDS SHORT SUBDIVISION S-17-91 AS RECORDED UNDER
RECORDING NUMBER 9309200825, RECORD OF SNOHOMISH COUNTY,
WASHINGTON.
CITY OF EDMONDS SHORT SUBDIVISION S-27-87 AS RECORDED UNDER
RECORDING NUMBER 8806300600, RECORD OF SNOHOMISH COUNTY,
WASHINGTON.
NOTES
LEGAIL DESCRIPTION AND EASEMENTS SHOWN HEREON BASED ON
EVERGREEN TITLE COMPANY REPORT, ORDER NUM13ER �00008609,
EFFECTIVE DATE JULY 19,2000.
BASIS OF BEARING: HELD SOUTH 69'57'50" EAST BETWEEN FOUND
MONUMENTS ALONG CENTERLINE OF OLYMPIC VIEW DRIVE
(EDMONDS-BEVERLY PARK ROAD) AS SHOWN HEREON,
VERTICAL DATUM: HELD RIM ELEVATION OF 258.80 FOR SANITARY SEWER
MANHOLE LOCATED AT SOUTHEAST CORNER OF PROPERTY FOR HOUSE
#18101, SUNSET WAY, AS SHOWN ON CITY OF EDMONDS PLAN FOR 2000
WATER MAIN REPLACEMENT PROGRAM FOR SUNSET WAY (OLYMPIC
VIEW DR TO 9`100 SUNSET WAY) JOB NO. EOJA.
TWO -FOOT CONTOUR INTERVAL SHOWN. REFER TO SHEET 02 FOR STEEP
SLOPE AREAS.
UNDERGROUND UTILITIES BASED ON VISIBLE SURFACE EVIDENCE,
UNDERGROUND UTILITY PAINTMARKS, AND UTILITY DRAWINGS OBTAINED
FROM THE CITY OF EDMONDS. NORTHWEST GEOMATICS, INC. CANNOT
GUARANTEE THE ACCURACY OF UNDERGROUND UTILITY LOCATIONS.
PRIOR TO CONSTRUCTION, CONTACT 1-800424-5555 FOR VERIFICATION
OF UNDERGROUND UTILITY LOCATIONS.
VICINITY MAP
NOT 10 SCALE
C411V
A�
190
S69*57'50"E — BASIS OF BEARING
(IDMONDS-BEVER SET R/C
4LmpAgK_R_0A n.
EXISTING TREES TO #10671 -
AND REPLACED PER TF;ME
--EYALUAJ�QN, IMPACE A55ESMIENT,
RF_TENTION_A%7-RE-PLAACf_MENL_
KAN, DATE 12/12/01
I0'SF_TBACKLINF_-------
APFROx- CONFIGURATION OF STAIR
FROM DECK, 5)eACT LOCATION WILL
NOT ENCROACH ON SETBACK
SANITARY SIDE SEWER LINK TO
!FASTING LINE ��240
6' WOOD FENCE
BLDG. HEIGHT BORD�
/% TYP
EAST r-B To REMAIN AT I- I TING
PEIGHT
3' YOOD FENCE
NEW GAS L IN5 TO' CRAWL
SPACE OF 140USF-
BUILDING PEIGPT DATUM
Sunset Way Residence
I leiglit Calculatiotis
Elevation
Sub Total
Average
A
2230
2433
2510
2315
Tota 1
946,8
237.2
51cIg Ht
25.0
Nlax Bldg f it Ftc,
262.2
Actwd BIdg Elev 262.14
BASIS OF BLDG E[,EVINTION TO BE CB SETIN ROW
DIRECTIA' SOUTH OF THE siTE_ CB RIM=216.51
24" ROOF OVERHANG TYP
Q VT 1:7 D
PROPOSED ROC;Ff--RY A I t_-A�
PROF LIN
NEW DRIVEWAY CUT NOT TO
EXCEED 14�1�
EXIST GRADE AT PROPERTY
LINE
12" CITY WATER LINE, TOP OF
PIPE 16 SET 36" BELOW EXIST
GRAPE AT SUNSET WAY STFREET
EDGE
1\ir-V,4 ML1"_r1=M 7 tN;;?
FOR PLACEMENT OF DRIVEWAY
ELEvATION(S) OF EXIST
GRADE AT "BOX"AROUND
FOOTPRINT OF BLDG. FOR
HEIGHT CALCULATIONS
NEW CUT ROOKERY, 5EE_ CIVIL
DWGS
250
NER
DRIVEWAY SUE SECTION DID
20-41
771 tilt",
)"7, WTIU, 7, �J,
A
A.
F
, " � 1
41
NW111-4 OF NW 114 OF SECTION 8, TOWNSHIP 27 AIO1RTH,-'RAN0j�7,4:.
.A
'7�
"IT ;A
A,
A t
in
4
b 1
TOP 217.05 0 A
7
INV 212.39-18"NE
1 8"W
INV 212-21
;)3
Cr Ok
At
0
zAi�'
�CB
A�
TOP = 218.40
/A INV 215.62-18"E W
V /A
W=217.40
bi ,A
>
CBMIJ
A <
\AO TOP 221.60
214 -C
?12
00 C,
00
to
QB
1A) '—EASEMENT TO BE MODIFIED TO
I
V MATCI,4 EXISTING CONDITIONS, (10" 7
WIDE) 0
YARD = 223. 0
YARD = 2 2,B.5
L 0 T 3 C
14 0
04 E co
W
8110 88th Avenue�#Isst EX. 20' UTILITY
IST FLR 234.9" `01�/ EASEMENT PER
A. F. NO.
LOWER FLR 224-0
93092008'25
2,32B e-F FOOT INT
A j
L QT 4 At EDGE OF LANDSCAPING
FROM ADJACENT LOT
Uj_ 4J
.153 S.F.
S
H 0 R T S U 13 D I � fS 1 0 N X C B
/S - 1 7 - 9,1
Cq TOF) 40. 35 0
A, tf) - C14
IHV UO)
A. Y-. N 0. 9 3 0'9 2 0 �O� 1' 5 10, 2.5 4. 6 fT - 1
B
z
L 0 !R
z r .. `1
)IT �-Af/ 227.5 31.40
E5 R I OG 5. 2iO It4V 224 87 ... 12"1: W
At
1 4
\ , vj�) A,
r, TBM NO, 11 Z
-)I E L P 05
;41 E)9 '2;
�A
E Ae,FW'ALT\
/j X
Y �3'11 D I "o E.]
dAR FL/0-0, 0 OWN
LN
R A C T x
R I V A T E R 0 A D
v\
IbTING f-AVING
A
'65.
FD TO "St
L RV/
7
0
CD
C
0 182nd FLACE SAW
CD EX. CONCRETE MONUMENT
WITH TACK IN LEAD PLUG
IN CASING
t2
En Ui
L 0 T 2
EX. CONCRETE MONUMENT
WITH 2" BRASS D
ISK IN Q's
CASING
J
REVISIONS:
184th '-TREET S.\h
IN[ARK DESCRIPTION "A_
85PA IREVISION 06/12/02 ADS 14
AGRAPM SEV, -07/06/02 AbS
7
sit
eHAf=II`R0 FfROFF-IRTY
ET'fM..E-
IaIO5 5UNSP-T WAY,
FEDMONDS, WA 98,026 JOINT SI
PIRROFFERTY TAX No: VICINITY MAP
27041a0020000 LEGAL DEeCRIPTIOINS.
DRIVEWAY SITE OFECTION
q
'J
SCAI,E: bRA'INN BY.
APPROVED AS NOTED
ADS
INEERING
BY E
DATE: CHECj= ]�Y:
Aft
A06
Date: n
F E
202'.
R CEIVED SIMMN,
E
R,
t;
41
Y�,
UL 10'2002
q,
M11 ooUNTER,
PER
�
IWAN001=0001*VAN10010
-_ ��
I
FA 77"
'*'�-.�--
-
______
.
. --.---
-
. ____________.__
I .............. 11 .......................... __", .-'',.--.--.-------------------------.-..---.-.---.-----------
I
. . . I
. I . i .
I
I .
. -
.
�
� .
.
.. I . . I . I . I I - .1 .
I .
.
� BRIMMMIRM i I
I
.
I
NW 114 OF NW 114 OF SECTION 18., TOWNSHIP 27 NORTH, RANGE 4 EAST,,
� ,
�,�-)O- _,__._____� 0 I- I-- I- -----I
�_, ____
- �,�"_,_
-2- \ _., - ___,,-1-�.. Qe __11 ___� I
11. 1��A____�_,____ _�:� I-- 11 1-1 1_� __� I--
\.. I "r__ \, I�A 11 11�� .. �, "I 'un I
� " ro, C;? I I � . ,,, ._.1 -
", C
. ",
,
,
,
\ � C, �O
4-, \
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GENERAL NOTES I 80090 . . I I I . Y.",�%��i:i";,* �.,
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1 . All workmanship and mat,,�riols shall be in accordance with City of Edmonds n , , , � .'A
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. � , I , .
standards and the 2002 et';,�-ri of the State of Washington Standard I I ?..'' :
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Specifications for Road. Br,�g:l and Municipal Construction (WSDOT/APWA). I .. 7 L . ,I,F�.`;;,1 11�
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in accordance . ( 0 . , " � " ", �, I .
2. Temporary erosion/water pollution measures shall be required I , *D (O . . . `:,.:*, -,:t' �
I . I .
.
with the latest edition of tho D.01 Manual. . � . . ..; � I . I1?T,:;..'1.'1 -r
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3. Comply with all other permit4i and other requirements by the City of . . I , i 1--t'i9, ;I.1
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Edmonds Community Servic� - Group or other gov6r!ng authority or agency. I . I � Qi ) _ .. 1. ,�` r' - .
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4. A preconstruction meeting 11 be held with the City of Edmonds Community . I . ,;..,. ;�. .1 �: . �, - ,,,*'?,� �
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Services Group office prior to start of construction. � . I , . ..., �, ,:, "
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. .
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5. All storm mains and retention/detention areas shall be staked for grade and . I . . . . .I. twIIIIIIIIIIIIIIII w I . ... * -, "', � �!
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alignment by an engineering or surveying firm jj(:)0. i , L�.".*.*;!,;�-,!
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capable of performing such work. . I Aosh. .. �; . I V. I.
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6. Storm drain pipe shall meet the following requirements: . . I I !.�_��1'14_� :
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A. Reinforced concrete pipe conforming to the requirements fo AASHTO M-170, � Q) . U � . V%.ft : ''* �! :, ! �:. - �`,i -, i.-- -
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B. Corrugate metal pipe with asphalt coaUng conforming to manufacturers requirements, .,... . . .'X I I i:,,".,� - 4� I -
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C. Steel aluminized pipe conforming to its manurfacturer's standards. . . . . LJM*4 . . " . I- �:!�:N.,
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D. Steel pipe conforming to the requirements of AWWA C 151, thickness . . � I I � -1 .. i,,- �; ". -. ,
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class as shown on the plans. : . � .!, ': , .. , . . . ,0;,
. _� . . : .; , I I I.. . . - I . : . 14.j'k j.,*?, ..
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E. Polyethylene smooth wall pipe per Advance Drainage Systems (ADS) N-12 I .. � I �. I : ..... I..� � �
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constructed per WSDOT/APWA Standard Specifications 7-04. . . . . . . �. .1. 1. i., . �.�. "', �
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7. Special structures, oil/water separators and outlet controls shall be installed . . . I . �. I . . I; , I � .l., �
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per plans and manufacturers recommendations if applicable. - . . . . . , .:..;� - : .., ... ,� �
. . � . I ,.: ; - �-� i
. . � . I � . 11 .11, -�. - - .
8. Call underground locate line 1-800-424-5555 minimurn 48 hours prior to any . .. . . . *. .. , ,:-,.",-
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excavationg. . � I 'i PERMIT REVISI ,-� 7105V2 i � ,,,, � �,! - ,.- � .: ,
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9. Where connections require "field verifications", connection points will be exposed � I I . � I � ,
. . �.... I *!, I., Ilir,I Ii
.. . . . . I . I . . - I ... . I
by contractor and fittings verified 48 hours prior to distributing shut -down ... . I I . 1.4 1 I. 11, . . . . , "., ., . . �, � " �; j �,'!
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- . FOUNDATION SOIL CHOSEN - BY THE GEOLOGIST WILL BE
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RESTRICTOR CB#5, BEING PIPE P6A SHOWN IN TABLE HEREON.
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- I THE FINAL LAYER AT ELEV 233 WILL BE AN IMPERVIOUS SILTY
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SANDY OR SANDY -SILT LAYER WHICH WILL SHEET FLOW WATER
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AND TIE INTO THE FDN DRAIN AND GO INTO CB#3.
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INV - 215.62-18"E & W
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f=R01=0BF_ff7----- 240 per City of Edmonds Stand6rd Dra, - - . - . ' . : . _' I ' ' 1 * : -�! . - ` . - ' '. -:' ,' Y"" �', I -"I"' -, z" 7"". ., '....., 1'.., . '. im
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�i�� . . 20 3. All lie w driveway pa vIng from Sunset Wy to new house sha# drain to 2'conc,* CB show , .. , I - fit ��: � �J,9 .
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I - - outlets to the new home sites shown hereon. . I . . . . . � � �. . � il . , . 1. , . . i'-,;_.;,.:, " !, . I
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locate OXISting &M to Make sure of locatlon, depth and alignment-, - I . -�"Ii�,'- ..4, ,,� . . I 1.
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SITEE SECTION The City and E�igineer are not responsible for said lo . . .. .I. i�,._,.:� . : I i".11-l!"li
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6� LOO<ING, WE.ST . 1 6. Driveway off Sunset sha# be paved with 4'5(7.8 Paver blocks be' . . .:I.�,.*,.:i , �!� �, .. � , I .", ��, �.. N I 11�:
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. I : 4, ESC MINIMUM REQUIREMENT - MAINTENANCE. ALL EROSION AND SEDIMENT CONTROL SENSITIVE/CRITICAL AREAS AND THE BUFFERS, TREES AND DRAINAGE 'COURSES. .. . . . . . i :�' , ,,��.,�_._",,��
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/ � I STORM WATER.RUNOFF SHALL PASS THROUGH A SEDIMENT POND OR SEDIMENT TRAP, . . . . : 1, I ,;. .U. � 11
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- HOUSE MANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND . . I .!: :,.',.',:', ,� .; , 1,
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. . `11\ \ I I ��<- Q APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF INCREASED RUNOFF SHALL BE BE CONSTRUCTED AS A FIRST STEP IN GRADING. .THE8E.,8,MPS, SHALL. BE'. FUNCTIONAL - .. . . ..� . _1, �.%
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. 6. EROSION AND SEDIMENT CONTROL REQUIREMENT - UNDERGROUND UTILITY DAMS, DIKES, AND DIVERSIONS SHALL. BE CED � ACCORDING 1.tO:':AN .�. .� ': I . m , . I I 1� . -
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I . �, I SION CONTROL NOTES . CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL APPROVED TIMETABLE. . . � I . .. 1� I I 1'1.--_'Y--.�,,�,,��
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. . 0 18.30.050 DEVELOPMENT APPROVAL STANDARDS FOR EROSION AND SEDIMENTATION SPECIFICALLY ADDRESS THE FOLLOWING: 10. ESC, MINIMUM REQUI LL SLOPES. 6UT:.ANO FILL, SLOPES' - - . , . .. � . � I . ;��',',�,�i, 11
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. I " CONTROL (ESC) PLAN. � A. -EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS; .SHALL BE DESIGNED AND CONSTR'UCTED.JN A MAN 1. I ., . . . , �. - .:.; 1. . )N I . I. . . �:�,, ... � �:, I i !"T 1-P.
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�� A. ESC MINIMUM REQUIREMENTS. ALL ACTIVITIES NECESSITATING A CLEARING OR B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND ADDITION, SLOPES SHALL BE STABILIZED IN ACCORDANCE MTH F8c, REQUIREMENT; . � , , , . I � . . '-� .. 'i ", . .e,: t;. ;;
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... . FEET OF TRENCH EXCAVATION SHALL BE REQUIRED TO CONTROL EROSION AND C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT MUM REQUIREMENT I . . . ` , . 1�?
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EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY, AND PEAK, FLOW RATE OF I .,.;.
1. 0 . RTI STRUCTION. PROJECTS INVOLVING A CRITICAL AREA MAY ALSO BE D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING; , � I �. . �. . �.. d .. :. I � � I _!". .. I . � I D-i'�:.-i':.1 ,,.","',I?',�,,!�.
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. REQUIRED TO COMPLY WITH ANY COMBINATION OF THE ESC MINIMUM REQUIREMENTS. E. DAILY CLEANUP AND STREET MAINTENANCE. STORM WATER. RUNOFF FROM THE PROJECT SITE. '' . .....,;.7 �.: 1 � .4 1
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� . COMPLIANCE WILL BE DEMONSTRATED THROUGH THE IMPLEME 7. ADDITIONAL ESC MINIMUM REQUIREMENTS FOR LARGER DEVELOPMENTS. ALL NEW 12. ESC' MINIMUM- REQUIREMENT - .STABILIZATION OF TEMPORARY CONVEYANCE : . . . 11 �.,; � 1�
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�. . APPROVED ESC PLAN. GUIDELINES FOR PREPARING ESC PLANS ARE PROVIDED IN THE DEVELOPMENT THAT INCLUDES LAND DISTURBING ACTIVITIES Or CHANNELS AND OUTLETS. ALL TEMPORARY ON -SITE .CONVEYANCE CHANNELS SHAU '13E`�"' I Adft= '" I I :.. -� ,
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. MANUAL. THE PLAN MUST ADDRESS THE FOLLOWING REQUIREMENTS: GREATER THAN, OR EQUAL TO, ONE ACRE IN ADDITION TO MEETING THE MINIMUM DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED �, .. '. ,: 1. . . .; I.,. I . . .... �, - , .: . �; ,,mi..�, .! _- q " ,I
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. I . 1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE. CONSTRUCTION REQUIREMENTS SET FORTH ABOVE SHALL COMPLY NTH ESC REQUIREMENTS LISTED VELOCITY OF FLOW FROM A TWO-YEAR. 24-HOUR FREQUENCY, STORM FOR.THE .-.k ! -I ;1 . . . 1. - : - .% ,JISVINT,
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VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS BELOW, DEVELOPED CONDITION. STABILIZATION ADEQUATE TO PREVENT EROSION OF OUTLETS, - ��---' �� '. �- . . � . .. _.. � � ". ,; I "
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A ROAD SURFACE, THE ROADS, SHALL BE CLEANED THOROUGHLY AT THE END OF U10"'ITY EROSION (`;0N"19"Kr2"0L NO 13. ESC MINIMUM REQUIREMENT - STORM DRAIN INLET PROTECTION. ALL , !:.. :, � '. �� - 4
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I . I EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING .EROSION CONTROL NOTES . INLETS MADE OPERABLE DURING CONSTRUCTION SHALL 13E PkOTECTED;�SIO THAT Stow .�. - - ,*`1*844.,il k - 1, . '"i, �, '' �telv
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I DIMENT DISPOSAL AREA WITHIN 24 18.30.050 DEVELOPMENT APPROVAL STANDARDS FOR EROSION AND SEDIMENTATION I I � . . � . - ,.:lt;1_:.!:"" � 0.
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WATER RUNOFF SHALL NOT -ENTER THt *CONVEYANCE, SYSTEM� WITHOUT. Flk�T. 0 * 'i g�i'
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FILTER FABRIC MATERIAL HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN CONTROL (ESC) PLAN. NT ' - - � � i - - - � * -1.1 I I -,: . %4i!,!.l.,! ;. .. - 1,
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THIS MANNER. OVAL OF TEMPORARY BMPS '*AL'' 4! ��`�M,
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2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPOSED AREAS. ALL SOILS GRADING PERMIT AND ALL UTILITY PROJECTS CONSISTING OF MORE THAN 500 LINEAL AND SEDIMENT CONTROL SM I I : I � 4f�. , . T . , : 1��` lk.�,.. . I
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EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE FEET OF TRENCH EXCAVATION SHALL BE REQUIRED TO CONTROL EROSION AND I � .. ,�. ` 4.� 1 � , , �:' .-. , ,* . . :, . .. .. I. . , ", I`T,i ,_)i ,,�,
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I I m R DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS REQUIRED TO COMPLY WITH ANY COMBINATION OF THE ESC MINIMUM REQUIREMENTS. 15. EROSION AND SEDIMENT: CONTROL REQUIREMENT - DEWAttRING'. tONSTRUI jTION." ;, : :: . I ), ,:�,;� �*- I;., v I . ?.�' ., I . ",-,"',
I ; 11 SITES. CIEWATERING SYSTEMS SHALL -DISCHARGE'INTO A SEDIMENT T-R`.AP,�bR SEDIMENT` .T��. .,� I N .. 11 !) -*Ak,
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SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH POND. . t . 1'!�:�
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I I I I---- - APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER MANUAL. THE PLAN MUST ADDRESS THE FOLLOWING REQUIREMENTS: .. 1. . . ;I . " . I . I . . 4
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TREES
ACER GIRSEUM PAPER13ARK MAPLE
AMELANCHIER ALNIFOLIA / SASKATOON
CORNU5'El)DIE'5 WHITE WONDER/
EDDIES'S WHITE WONDER DOGWOOD
CUPRE55OCYPAR16 LEYLANDII LEYLANDII CY
THUJA FLIGATA / WESTERN RED CEDAR
5HRUE35
CISTUS HYBRIDUS / W141TE ROCKR05E
CORNUS STOLONIFERA / RED -TWIG DOGWOOD
CORYLU6 COWUTA / BEAKED HAZLENUT
HOLODISCUS D15COLOR / OCEANSPRAY
KERRIA JAPONICA NO COMMON NAME
RIBES S"UINEUM RED FLOWERING CURRANT
RHODODENDRON MACROPHYLLUM
PACIFIC RHODODENDRON
GROUND COVER
RUI5U5 CALYCINOIDE5 / EVERGREEN BRAMBLE
GAULTHERIA 6HALLON / 6ALAL
NEPHROLEP15 CORDIFOLIA / SWORD FREN
WX THh P<X_J`=ALl_
DIAI'STER
NOTES.. PLANT.SHF4,15 HIGH ENOUGH To ALLOW
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600 Main Street, Suite C
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425.778.5400 FAX 778.3032
TYPICAL WARNING SIGN LOCATION
�1
TRUCK ROUTE AND DIRECTION
SITE(S)
Shapiro/Cclwill Site Gr,ading
Traffic, Control Plan 5-ign Chart
Sign No. Sign Type
I Construction Ahead
2 Flagger Ahead
3 Trucks Entering Highway
4 lFlagger Location, with Radio
Truck fRoute-
1. North on aath Ave -West
2. Left onto Frivate Drive, (laath FI)
3. Off Load at site
4. Exit onto Olympic View Drive
5. Trucks to head to 76th Ave West
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SHAPIRO
GRADING
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COLWILL SITE
JULY 291,2002
ZI—ei irzT-2
P.O. Box 342, Delavan, W1 53115
Phone: 1-800-365-6832
Fax. 1-800-526-3757
E-Mail. info@flotecwater.com
Web Site: http://www.flotecwater.com
Water
is Our
Business7
OWNER'S MANUAL
Submersible Solids
Handling Pumps
NOTICE D'UTILISATION
Pompes submersibles
pour les mati6res solides
MANUAL DEL USUARIO
Bombas submergibles para el
manejo de liquidos con s6lidos
RECEIVED
SEP 13 2004
PERMIT COUNTER
Instal lation/Operation/Parts lnstallation/Fonctionnement/Pi�ces I nstalaci6n/Ooeraci6n/Piezas
For further operating, installation, Pour plus de renseignements Para mayor informaci6n sobre el
or maintenance assistance: concernant Putilisation, funcionamiento, instalaci6n o
Pinstallation ou Fentretien, mantenimiento de la bomba:
Call 1-800-365-6832 Composer le 1 (800) 365-6832 Llame al 1-800-365-6832
English .............. Pages 2-6 FranVais ........... Pages 7-11 Espafiol .......... Paginas 12-16
02002, PRINTED IN U.S.A. 587 (Rev. 10/17/02)
L �� 11� � i 4�- ` ) L up
Safety
READ AND FOLLOW
SAFETY INSTRUCTIONS!
AThis is the safety alert symbol. When you see this
symbol on your pump o r in this manual, look for
one of the following signal words and be alert to the
potential for personal injury:
warns about hazards that will cause serious
personal injury, death or. major property damage if
ignored.
FA--W—ARNING] warns about hazards that can cause serious
personal injury, death or major property damage if
ignored.
FA CAUTION] warns about hazards that will or can cause
minor personal injury or property damage if ignored.
The label NOTICE indicates special instructions which
are important but not related to hazards.
Carefully read and follow all safety instructions in this
manual and on pump.
Keep safety labels in good condition.
Replace missing or damaged safety labels.
1. Read this manual carefully. Failure to follow these
Instructions could cause serious bodily injury and/or
property damage.
2. Check your local codes before installing. You must
comply with their rules.
�F)
3. Vent sewage or septic tank according to local codes.
4. Do not install pump in any location classified as
hazardous by National Electrical Code, ANSI/NFPA
70-1990.
AWARNING I Hazardous voltage, Can shock, burn or
cause death. During operation, the pump is in water. To
avoid fatal shocks, proceed as follows if pump needs ser-
vicing:
I AWARNING Risk of electrical shock. Can burn or kill.
Do not lift pump by power cord. See "Cord Lift
Warning" on Page 5.
5A. Disconnect power to outlet box before unplugging
pump.
513. Take extreme care when changing fuses. Do not
stand in water or put your finger in fuse socket.
5C. Do not modify cord and plug. When using cord and
plug, plug into a grounded outlet only. When wiring
to a system control, connect pump ground lead to
system ground.
6. Do not run pump dry. Dry running can overheat
pump, (causing burns to anyone handling it) and will
void warranty.
7. Pump normally runs hot. To avoid burns when ser-
vicing pump, allow it to cool for 20 minutes after
shut -down before handling it.
8. In normal service, motor should not need oiling.
Motor has been filled at the factory with a special
oil.
ATTACH ORIGINAL RECEIPT HERE FORWARRANTY CONSIDERATION.
Flotec Limited Warranty
FLOTEC warrants to the original consumer purchaser ('Purchaser") of its prod-
ucts that they are free from defects in material or workmanship.
If within twelve (12) months from the date of the original consumer purchase
any such product shall prove to be defective, it shall be repaired or replaced at
FLOTEC's option, subject to the terms and conditions set forth below. Your orig-
inal receipt of purchase is required to determine warranty eligibility.
Exceptions to the Twelve (12) Month Warranty
Ninety (90) Day Warranty.
If within ninety (90) days from original consumer purchase any Drill Pump,
Pitcher Pump, or In -Line Water Filter Cartridge shall prove to be defective, it
shall be replaced, subject to the terms set forth below.
Two (2) Year Warranty.
If within two (2) years from original consumer purchase any 1/3 HP Submersible
Sump Pump or Model FP280ODCC shall prove to be defective, it shall be
repaired or replaced at FLOTEC's option, subject to the terms and conditions set
forth below.
Three (3) Year Warranty.
If within three (3) years from original consumer purchase any 4" Submersible
Well Pump, or 1/2 HP Submersible Sump Pump, shal I prove to be defective, it
shall be repaired or replaced at FLOTEC's option, subject to the terms and con-
ditions set forth below.
Five (5) Year Warranty.,
If within five (5) years from original consumer purchase any Pre -Charge water
system tank shall prove to be defective, it shall be repaired or replaced at
FLOTEC's option, subject to the terms and conditions set forth below.
General Terms and Conditions
Purchaser must pay all labor and shipping charges necessary to replace product
covered by this warranty. This warranty shall not apply to acts of God, nor shall
it apply to products which, in the sole judgement of FLOTEC, have been sub-
ject to negligence, abuse, accident, misapplication, tampering, alteration; nor
due to improper installation, operation, maintenance or storage; nor to other
than normal application, use or service, including but not limited to, opera-
tional failures caused by corrosion, rust or other foreign materials in the system,
or operation at pressures in excess of recommended maximums.
Requests for service under this warranty shall be made by returning the defec-
tive product to the Retail outlet or to FLOTEC as soon as Possible after the dis-
covery of any alleged defect. FLOTEC will subsequently take corrective action
as promptly as reasonably possible. No requests for service under this warran-
ty will be accepted if received more than 30 days after the term of the warran-
ty.
This warranty sets forth FLOTEC's sole obligation and purchaser's exclusive
remedy for defective products.
FLOTEC SHALL NOT BE LIABLE FOR ANY CONSEQUENTIAL, INCIDENTAL,
OR CONTINGENT DAMAGES WHATSOEVER.
THE FOREGOING WARRANTIES ARE EXCLUSIVE AND IN LIEU OF ALL
OTHER EXPRESS WARRANTIES. IMPLIED WARRANTIES, INCLUDING BUT
NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND
FITNESS FOR A PARTICULAR PURPOSE, SHALL NOT EXTEND BEYOND THE
DURATION OF THE APPLICABLE EXPRESS WARRANTIES PROVIDED HEREIN.
Some states do not allow the exclusion or limitation of incidental or consequen-
tial damages or limitations on how long an implied warranty lasts, so the above
limitations or exclusions may not apply to you. This warranty gives you specific
FLOTEC * P.O. Box 342 e Delavan, WI U.S.A. 53115
Phone: 1-800-365-6832 e Fax: 1-800-526-3757
E-Mail: info@flotecwater.com * Web Site: http://www.flotecwater.com
Performance / Installation
PERFORMANCE
k�
GPH (LITERS) AT DISCHARGE FT. OF HEAD '
5 (1.5m) 10 (3m) 15 (4.6m) 20 (6.1 m) 25 (7.6m)
FPSE2800A 318002,038) 270000,221) 2100(7,949) 1500(5,678) 750(2,839)
FPSE3200A 390004,763) 2550(9,653) 960(3,634) 0
INSTALLATION
NOTICE: Install pump on a hard, level surface (cement, asphalt, etc.). Never place
pump directly on earth, clay or gravel surfaces.
Piping — Effluent Applications (3/4" or Less Solids)
Piping must be 1-1/2" minimum to carry volume of pump discharge. Check local
codes to determine if a check valve is required in your system. In cold climates,
check valves are not used to prevent effluent from freezing in piping.
If using as a sump pump, a check valve is recommended.
Piping — Sewage Applications (2" or Less Solids)
In any case, piping must not be smaller than pump discharge.
When installed in a sewage system, pipe must be capable of handling semi -solids of
at least 2" (5.1 cm) diameter.
The rate of flow in the discharge pipe must keep any solids present in suspension in
the fluid. To meet minimum flow requirements (2 feet (.6 m) per second in discharge
line), size pipe as follows:
A Pipe Size Of: Will Handle a Flow Rate Of:
1-1/2" (3.8 cm) 12 GPM (45 LPM)
2" (5.1 cm) 21 GPM (79 LPM)
2-1/2" (6.3 cm) 30 GPM 0 13 LPM)
3" (7.6 cm) 48 GPM 0 81 LPM)
Use a 2" (5.1 cm) swing check valve in pump discharge to prevent backflow of liquid
into sump basin. Check Valve should be a free flow valve that will easily pass solids.
NOTICE: For best performance of check valve when handling solids, do not install it
with discharge angled more than 450 above the horizontal. Do not install check valve
in a vertical position as solids may settle in valve and prevent opening on startup.
Drill a 3/16" (4.7mm) hole in discharge pipe about 1 "-2" (2.5 - 5.1 cm) above pump
discharge connection (but below check valve) to prevent airlocking the pump.
Electrical / Operation / Service
4
ELECTRICAL
AWARNING] Hazardous voltage. Can shock, burn, or cause death. When installing,
operating, or servicing this pump, follow safety instructions listed below.
Step 1. DO NOT splice the electrical power cord.
Step 2. DO NOT allow electrical cord plug to be submerged.
Step 3. DO NOT use extension cords. They are a fire hazard and can reduce voltage
sufficiently to prevent pumping and/or damage motor.
Step 4. DO NOT handle or service pump while it is connected to power supply.
Step 5. DO NOT remove grounding prong from plug or modify plug.To protect
against electrical shock, the power cord is a three -wire conductor and
includes a 3-prong grounded plug. Plug pump into a 3-wire, grounded,
grounding -type receptacle. Connect pump according to electrical codes that
apply.
For automatic operation, plug or wire pump into an automatic float switch or pump
controller. Pump will run continuously when plugged directly into an electrical out-
let. Connect or wire pump to an individual branch circuit with no other outlets or
equipment in the circuit.�Size fuses or circuit breakers according to chart below.
I AWARNIN Risk of electrical shock and fire. Be sure that power supply informa-
tion (Voltage/ Hertz/Phase) on pump motor nameplate matches incoming power
supply exactly. install pump according to all electrical codes that apply.
FPSE individual Branch Circuit Dual Element Time
Model H. P. Voltage Required (Amps) Delay Fuse Amps
2800A 1/3 115 15 10
3200A 4/10 115 15 10
OPERATION AND INSTALLATION
NOTICE: Do not allow pump to run in a dry sump. It will void the warranty and may
damage the pump.
An automatic overload protector in the motor will protect motor from burning out
due to overheating/overloading. When motor cools down, overload protector will
automatically reset and start motor.
If overload trips frequently, check for cause. it could be a stuck impeller, wrong/low
voltage, or electrical failure in motor. If an electrical failure in the motor is suspected,
have it serviced by a competent repairman.
Pump is permanently lubricated. No oiling or greasing is required.
GENERAL
I AWARNIN61 Hazardous voltage. Can shock, burn, or cause death. Before removing
pump from basin for service, always disconnect electrical power to pump and con-
trol switch.
I AWARNIN61 Risk of electrical shock. Can burn or kill. Do not lift pump by ower
cord. See "Cord Lift Warning" on Page 5.
Submerge pump in a disinfectant solution (chlorox or chlorine) for at least one hour
before disassembling pump.
The pump motor contains a special lubricating oil which should be kept clean and
free of water at all times.
VENT UNION
ty
CHECK
VALVE
INLET
DRILL 3/16'(Smm)
HOLE
0
1-2"
1 2
U
(25-51mm)
(21; 1
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T
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use this Is up
A
FLOW oa
0
—
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Figure I
: 1 , 1� I ; —, ; , a
MENNEENNEEMENE
PW212 Series Check Valves
SPECIFICATIONS
PVC body
Buna-N and PVC flapper
BUNA-N compression gaskets
No metallic parts
GATE Low sealing pressure design
VALVE Back pressure capability to 125 PSI (862 kPa)
Sized for 1-1/2"(38mm), 2"(51mm), or 3'(76mm)
IPS plastic and metal pipe
Temperature variation and working pressure range
(Figure 2)
GENERAL INSTALLATION INSTRUCTIONS
1. Cut discharge pipe to desired length.
2. Place compression caps and gaskets on pipe ends.
3. Check that valve is clear.
4. Check flow arrow and horizontal use/vertical use markings on
valve to insure proper orientation in system. (See Figure 1).
5. Insert pipes into valve body to pipe stops. Tighten caps hand fight
plus approximately one turn.
GUIDELINES FOR USE OF CHECK VALVE
IN SEWAGE, EFFLUENTAND EJECTOR
PUMP SYSTEMS
1 . Valve may,be installed horizontally or vertically. However, when
installed in systems handling solids, valve must be installed hod-
zontally or at a maximum of a 45* angle. This will guard against
any solids lodging on top of valve flapper, and preventing valve
from opening again on startup.
2. Valves have flow direction arrows, and horizontal and vertical
position markings molded on them. Use horizontal position mark-
ings for all installations from horizontal up to vertical, to insure
correct flapper pivot point position. (Recommended maximum 45*
angle on solids handling applications. (See Figure 1)).
3. For submersible pump applications, drill 3/16"(5mm) hole in dis-
charge pipe approximately'l'-2" (25-51mm) above the pump dis-
charge connection to prevent air locking of pump.
4. A union and gate valve should be installed with check valve to
allow servicing and removal of check valve, pump or discharge
pipe.
5. All discharge piping should be properly supported to prevent sep-
aration of pipe at check valve.
OUTLINE DIMENSIONS
PW212-3
PW212-4
PW212-5
SIZE
1-1/2"(38mm)
2"(51mm)
3'(76mm)
A
3-1/8"(80mm)
4-1/4'(108mm)
5-3/4' (1-46rhm)
B
8-1/2' (216mm)
9-11/16'(245mm)
13-1/4" (337nim')
Figure 2
PW80-7 (Rev. 1/93)
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A Cuetorn Horne For
Ron I$ Hoathor
C'OlNill
142'7 10th Ploca North
Edmonds, Ha5hingtom
425 'Mb "7606
rn
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COPYRIGHT 2002, ALI RICHTS RESERNED. By CUSTOM VISIONS. ANY DUPLICATION REPRODUCTION OR USE
IS SIRICTLY PROHIBITED VAIHOUT MESSED WRITTEN CONSENT BY CUSTOM VISIbNS AND/OR [IS ASSaS,
r/
6V Vo.. 0 7 7,0
143n
IDITY OF EDMONDS
BUILDING DEPARTMENT
ORK
�DDRESS
OWNER !RJA) t i
PPROVED DATE
00G. (.�FROW
PISSAW111T Nx
r__
s.j-n r.,T FILE
riEr.
RECEIVED
SEP 13 2004
PERMIT COUNTER
JADDI CONSULTANTS, INC.
2146 Sound View Drive
Camano Island, WA 98282
November 3, 2005
City of Edmonds
Planning and Permit Section
Attn: Mr. Mike Snook
Subject: Special Inspection
Ron Colwill Residence
18110 88"' Avenue
Edmonds, Washington
RECEIVED
NOV 0, 8 2005
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
The following was inspected during construction of the subject residenc.e:
February 25, 2003 Inspected reinforcing steel for footings of the retaining walls and
basement walls.
All reinforcing bar sizes and placement was per approved permit
drawings and Code. Contractor was instructed to straighten the
vertical reinforcing bars in retaining wall.
March 24, 2003 Inspected reinforcing steel for wall section of retaining wall and
basement walls.
All reinforcing bar sizes and placement was per approved permit
drawings and Code.
May 5, 2003 Inspected grade beams, reinforcing bar sizes and layout and pin
pile spacing.
All grade beam sizes, reinforcing placement and pin pile locations
were per design drawings.
September 6, 2004 Inspected anchor bolt placement, shear wall and diaphragm nailing.
Anchor bolt size and spacing, wall and diaphragm nailing were per
design drawings.
This is to certify that the grade beam installation, reinforcing placement, anchor bolt
placement, shear wall and diaphragm nailing were satisfactory and conformed to
approved design drawings.
Please contact me at (206) 550 9157 or (360) 387 9980, if yqu have any questions.
Jaddi Consultants
Ahmed . �Iaddi, PE, SE
0
,Sim
qy"l
0
AL
I EXPIRES 3 /IS/ Z067 ...4
ADJACrENT PROPERTY OWNERS US
Attach this notarized declaration to the adjacent property owners list
On my oath, I certify that the names and addresses provided represent all properties
located within 300 feet of the subject property.
c--�
-7 c2..-e eooi<
Signature of Applicani'ar Applicants Representative
Subscribed and swom to before me this day of ikyie- "t�00
J - SAJ
ION <1
Notari-PiAlic in 4(d for the State of
'PUB LIG
IPA
11-1-2001
Residing at
WP%
RECEIVED
JUN 19 2000
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
AP0.doc\LATemp\fbrms
182704-2-034-0001
4188-000-015-0009
5945-000-001-0105
R- Baldridge
Walter Lee
Olson
18004 Talbot Rd.
18206 88"' Ave W.
18005 Talbot Rd
Edmonds. WA 98026
Edmonds. WA 98026
Edmonds, WA 98026
182704-2-023-0004
4188-000-017-0304
5945-000-002-0005
John Verhey
Albert & Non-na Sand
Orville L. Arbogast
18020 Talbot Rd.
18106 88"' Ave. W
18015 Talbot Rd.
Edmonds, WA 98026
Edmonds, WA 98026
Edmonds, WA 98026
182704-2-024-0003
4188-000-017-0205
5945-000-003-0004
Viles Ayako Nagasaka
Naeem lqbal &
Michael A. Norman
18030 Talbot Rd.
Rizwana F. Syeda-Kazini
Christine Ronunel
Edmonds, WA 98026
20607 SR9 SE
18017 Talbot Rd.
Snohomish, WA 98296
Edmonds, WA 98026
Property at:
182704-2-021-0006
18108 886'Ave. W
5945-000-004-0003
Mark A. Matteson
Edmonds, WA 98026
Kenneth Johnson
9100 Olympic View Dr.
8809 Olympic View Dr.
Edmonds, WA 98026
Edmonds, WA 98026
182704-2-020-0007
4188-000-017-0106
5945-000-005-0101
Matthew & Elana Shippen
Garbe-Weller Const. Co.
Maurice H. Tugby
18 101 Sunset Way
12616 49dAve. W
8801 Olympic View Dr.
Edmonds, WA 98026
Mukilteo, WA 98275
Edmonds, WA 98026
Property at:
18104 88"' Ave. W
182704-2-035-0000
Edmonds, WA 98026
5945-000-001-0204
Robert F. & M.V. Monnahan
James & Theresa Marquart
10656 Rainier Ave. S.
18003 Talbot Rd.
Seattle, WA 98178
Edmonds, WA 98026
182704-2-036-0009
4188-000-002-0004
5945-000-005-0200
Ruth Wilde
John D. Cadigan
M. Bettinghouse
18107 Sunset Way
18207 Sunset Way
18010 88h Ave. W.
Edmonds, WA 98026
Edmonds, WA 98026
Edmonds, WA 98026
182704-2-015-0004
4188-000-003-0003
4188-000-015-0108
Richard L. & Gladys G. Mooney
Richard L. Hunter
Kevin T. & Cindy L. Dean
18128 Sunset Way
18129 Sunset Way
18210 88" Ave. W.
Edmonds, WA 98026
Edmonds, WA 98026
Edmonds, WA 98026
4188-000-001-0005
5672-000-002-0004
4188-000-015-0207
John D. Cadigan
Gerald W. Wallace
Frances A. Cubbin
18207 Sunset Way
8717 182nd pl. SW
18218 88t" Ave. W.
Edmonds, WA 98026
Edmonds, WA 98026
Edmonds, WA 98026
4346-000-004-0704
Margaret E. Weborg
18125 880'Ave. W.
Edmonds, WA 98026
4346-000-004-0605
Darrell Mitsunaga
18123 88" Ave. W.
Edmonds, WA 98026
4346-000-004-0506
J. A. Beaunaux
18121 88th Ave. W.
Edmonds, WA 98026
4346-000-004-0308
Morgan/Govert
8720 Olympic View Dr.
Edmonds, WA 98026
4346-000-004-0407
Kenneth & Carol A. Johnson Jr.
18107 88"' Ave. W.
Edmonds, WA 98026
4346-000-004-0100
Edward & Gail Giromx
8727 Olympic View Dr.
Edmonds, WA 98026
4188-000-016-0008
Charles W. Hoag
18102 88"' Ave. W.
Edmonds, WA 98026
4346-000-0044)209
George T. Walker
18177 88"' Ave. W.
Edmonds, WA 98026
RECEIVE D
CITY OF EDMONDS
4� L
JUN 19 " J
DEVELOPMENT SERVICES CTR.
ENVIRONMENTAL CHECKLIST CITY OF EDMONDS
St.
Purpose of Checklia.-
The State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the
environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all
proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide
information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it
can be done) and to help the agency decide whether an EIS is required.'
Instructionsfor Applicants:
This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this
checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer
the questions briefly, with the most precise information known, or give the best description you can.
You must answer each question accurately and carefully, to the best of your -knowledge. In most cases, you should be able to answer
the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or
if a question does not apply to your proposal, write "do not know" or does not apply". complete answers to the questions now may
avoid unnecessary delays later.
Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions
if you can. If you have problems, the governmental agencies can assist you.
The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of
land. Attach any additional information that will help describe your proposal or its environmental effects. --The'agency to which you
submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if
there may be significant adverse impact.
Use of checklistfor nonprojectproposals:
Complete this checklist for nonproject proposils, -ven though questions may be answered "does nrt apply." IN ADDITIOtq,
complete the SUPPLEMENTAL SHEET FOR NONFROJECT ACTIONS (T� D).
For nonproject actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as
"proposer," and "affected geographic area," respectively.
A. BACKGROUND
1. Name of proposed project, if applicable: —g �4
2. Name of applicant: DvaALLD Aj 0 Vi KATH w-L P, PC? IA
3. Address and phone number of applicant and contact person:
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4. Date checklist prepared: _3�1 11 '3'
5. Agency requesting checklist: City of Edmonds.
6. Proposed timing or schedule (including phasing, if applicable): 5-TAR-T er-T it.)
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(STAFF COMMENTS)
7. Do you have any plans for future additions, expansion, or further activity related to or connected with this
proposal? If yes, explain.
A-0
(STAFF COMMENTS)
8. List any environmental information you know about that has been prepared, or will be prepared, directly related
to this proposal.
aoac
(STAFF COMMENTS)
9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting
the property covered by your proposal? N yes, explain.
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(STAFF COMMENTS)
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10. List any government approvals or permits that will be needed for your proposal, if known.
K&I'd--
(STAFF COMMENTS)
11. Give brief, complete description of your proposal, including the proposed uses and size of the project and site.
There are several questions later in this checklist that,ask you to describe certain aspects of your proposal. You
do not need to repeat those answers on this page.
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(STAFF COMMENTS)
12. Location of the proposal. Give sufficient information for a person to understand the precise location of your
proposed project, ipcluding a street address, if any, and section, township, and range, if known. If a proposal
would occur over a range of area, provide range or boundaries of the site(s). Provide legal description, site plan,
vicinity,map, and topographic map, if reasonably available. While you should submit any plans required by the
agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related
to this checklist.
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(STAFF COMMENTS)
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TO BE COMPLETED BY APPLICANT
B. ENVIRONMMNTAL ELEMENTS
1. Earth
a. General description of the site (circle oneX Flat, rollingdiii;leep slopes, mountainous, other:
(STAFF COMMENTS)
b. What is the steepest slope on the site (approximate percent slope)?
29: (U
(STAFF COMMENTS)
C. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you
know the classification of agricultural soils, specify them and note any prime farmland.
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(STAFF COMMIENTS)
d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe.
- 90
(STAFF COMMENTS)
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e. Describe the purpose, type and approximate quantities of any filling or griding proposed. Indicate source
Of fill. app roic: n't'4�c tv 200 Ca-ycl CA+ 4- 2-V0 V-it- vJ
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(STAFF COMMENTS)
L . Could erosion occur as a result of clearing, construction, or use? If so, generally describe.
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(STAFF COMMENTS)
g. About what percent of the site will be covered with impervious surfaces after project construction (for
example, asphalt or buildings)?
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(STAFF COMMENTS)
h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any:
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(STAFF COMMENTS)
2. AIR
a. What types of emissions to the air would result from the proposal.. (i.e., dust, automobile, odors, industrial
wood smoke) during construction and when the project is completed? If any, generally describe a*nd give
approximate quantities if known.
(STAFF COMMENTS)
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b. Are there any off -site sources of emissions or odor that may effect your proposal? If so, generally describe.
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(STAFF COMMENTS)
C. Proposed measurSs to reduce or control emissions or othei impacts to the, if any:
(STAFF COMMENTS)
3. WATER
a. Surface:
(1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and
seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If
appropriate, state what stream or river it flows into.
(STAFF COMMENTS)
(2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If
yes,. please.describe and attach available plans.
(STAFF COMMENTS)
(3) Estimate the amount of rill and dredge material that would be placed in or removed from surface
water or wetlands and indicate the area of the site that would be affected. Indicate the source of rill
material.
(STAFF COMMENTS)
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(4) Will the proposal require surface water withdrawals or diversions? Give general description,
purpose, and approximate quantities if known.
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(STAFF COMMENTS)
(5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan.
J§TAFF.COMMENTS)
V6es.th'e proposal'inivolv� any d i scharges bf waste materials to surface -waters? If so, describe the
type of waste and anticipated volume of discharge.
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(STAFF COMMENTS)
b. Ground:
(1) Will ground water be withdrawn, or will water be discharged to ground water? Give
general description, purpose, and approximate quantities if known.
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(STAFF COMMENTS)
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(2) Describe waste material that will be discharged into the ground from septic tanks or
other sources, if any (for example: Domestic sewage; industrial, containing the
following chemicals...; agricultural; etc.). Describe the general size of the system, the
number of such systems, the number of houses to be served (if applicable), or the
number of animals or humans the,gystem(s) are expected to serve.
(STAFF COMMENTS)
C. Water Runoff (including storm water):
(1) Describe the source of runoff (including storm water) and method of collection and
disposal, if any (include quantities, if known). Where will this water flow? Will this
water flow into other waters? If so, describe.
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(STAFF COMMENTS)
(2) Could waste materials enter ground or surface waters? If so, generally describe.
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(STAFF COMMENTS)
d. Proposed measures to reduce or control surface, ground, and runoff ater impacts, if any:
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(STAFF COMMENTS)
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4. Plants
a.
Check or circle types of vegetation found on the site:
deciduous tree: alder, maple, aspen, other:.
evergreen tree: fir, cedar, pine, other:
shrubs
grass
pasture
crop or grain
wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other:
water plants: water lily, eelgrass, mill'bil, other:
other types of vegetation:
(STAFF COMMENTS)
b. What kind and amount of vegetation will be removed or altered?
(STAFF COMMENTS)
C. List threatened or endangered species known to be on or near the site.
. �0 t�l e
(STAFF COMMENTS)
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d. Proposed landscaping, use of native plants, or other materials to preserve or enhance vegetation on the
site, if any:
(STAFF COMMENTS)
5. Animals
a. Check or circle any birds and animals which have been observed on or near the site or are known to be on
or near the site: g+yi*6
birds: hawk, heron, eagle,�� other:
mammals: deer, bear, elk, beaver, other:
fish: bass, salmon, trout, herring, shellfish, other:
(STAFF COMMENTS)
b. List any threatened or endangered species known to be on or near the site.
(STAFF COMMENTS)
C. Is the site part of a migration route? If so, explain.
(STAFF COMMENTS)
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d. Proposed measures to preserve or enhance wildlife, if any:
(STAFF COMMENTS)
6. Energy and Natural Resources
a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed
project's energy needs? Describe whether it will be used for heating, manufacturing, etc.
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(STAFF COMMENTS)
b. Would your project affect the potential use of solar energy by adjacent properties? If so� generally
describe.
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(STAFF COMMENTS)
C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed
measures to reduce or control e�errp irnpacts, if any:
(STAFF COMMENTS)
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7. Environmental Health
a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and
explosion, spill, or hazardous waste, that could occur as a result of this pr000sal? N so describe.
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(STAFF COMMENTS)
(1) Describe special emergency services that might be required.
(STAFF COMMENTS)
(2) Proposed measures to reduce or control environmental health hazards, if any:
(STAFF COMMENTS)
b. Noise
(1) What types of noise exist in the area which may affect your project (for example: traffic,
equipment, operation, other)?
(STAFF COMMENTS)
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(2) What types and levels of noise would be created by or associated with the project on a short-term or
a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise
would come from the site.
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(STAFF COMMENTS)
(3) Proposed measures to reduce or control noise impacts, if any:
(STAFF COMMENTS)
8. Land and Shoreline Use
a. What is the current use of the site and adjacent properties?
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(STAFF COMMENTS)
b. Has the site been used for agriculture? If so, describe.
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(STAFF COMMENTS)
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C. Describe any structures on the site.
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(STAFF COMMENTS)
d. Will any structures be demolished? If so, what?
(STAFF COMMENTS)
e. What is the current zoning classification of the site?
(STAFF COMMENTS)
f. What is the current comprehensive plan designation of the site?
(STAFF COMMENTS)
g. If applicable, what is the current shoreline master plan designation of the site?
&
(STAFF COMMENTS)
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h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify.
(STAFF COMMENTS)
i. Approximately how many people would reside or work in the completed project?
(STAFF COMMENTS)
j. Approximately how many people would the completed project displace?
(STAFF COMMENTS)
k. Proposed measures to avoid or reduce displacement impacts, if any:
(STAFF COMMENTS)
1. Proposed measures to ensure the proposal is compatible with , existing . and projected land uses and plans, if
any:
(STAFF COMMENTS)
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9. Housing
a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income
housing.
(STAFF COMMENTS)
b. Approximately how many units, if any would be eliminated? Indicate whether high, middle, or low-
income housing.
(STAFF COMMENTS)
C. Proposed measures to reduce or control housing impacts, if any:
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(STAFF COMMENTS).
10. Aesthetics
a. What is the tallest height of any proposed structure(s), not including antennas; what is the principle
exterior building material(s) proposed?
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(STAFF COMMENTS)
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b. What views in the immediate vicinity would be altered or obstructed?
(STAFF COMMENTS)
C. Proposed measures to reduce or control aesthetic impacts, if any:.
(STAFF COMMENTS)
11. Light and Glare
a. What type of light or glare will the proposal produce? What time of day would it mainly occur?
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(STAFF COMMENTS)
b. Could light or glare from the finished project be a safety hazard or interfere with views?
I '\ (-
(STAFF COMMENTS)
C. What existing off -site sources of light or glare may affect your proposal?
(STAFF COMMENTS)
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d. Proposed measures to reduce or control light and glare impacts, if any:
(STAFF COMMENTS)
12. Recreation
a. What designated and informal recreational opportunities are in the immediate vicinity?
(STAFF COMMENTS)
b. Would the proposed project displace any existing recreation uses? If so, describe.
(STAFF COMMENTS)
C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be
provided by the project or applicant, if any:
(STAFF COMMENTS)
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13. Historic and Cultural Preservation
a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers
known to be on or next to the site? If so, generally describe.
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(STAFF COMMENTS)
b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural
importance known to be on or next to the site.
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(STAFF COMMENTS)
C. Proposed measures to reduce or control impacts, if any:
(STAFF COMMENTS)
14. Transportation
a. Identify public streets and highways serving the site, and describe proposed access to the existing street
system. Show on site plans, if any.
(STAFF COMMENTS)
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b. Is site currently served by public transit? If no, what is the approximate distance to the nearest transit
stop? -
q(=2S - 1
(STAFF COMMENTS)
C. How many parking spaces would the completed project have? How many would the project eliminate?
(STAFF COMMENTS)
d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not
including driveways? H so, generally describe (indicate whether public or private).
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(STAFFCOMMENTS)
e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so,
generally describe.
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(STAFF COMMENTS)
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f. How many vehicular trips per day would be generated by the completed project? If known, indicate when
peak volumes would occur.
(STAFF COMMENTS)
g. Proposed measur to reduce or control transportation impacts, if any:
(STAFF COMMENTS)
15. Public Servi'Ces,
a. Would the project result in an increased need for public services (for example: fire protection, police
protection, health care, schools, other)? If so, generally describe.
(STAFF COMMENTS)
b. Proposed measures to reducer or control direct impacts on public services, if any:
11
(STAFF COMMENTS)
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16. Utilities
a. Circle utilities currently available at the site:
septic system, other:
(STAFF COMMENTS)
b. Describe the utilities that are proposed for the'project, the utility providing the service, and the general
construction activities on the site or in the immediate vicinity which might be needed.
(STAFF COMMENTS)
C. SIGNATURE
The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to
dvo k-
Signature of Proponent Date Submitted
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