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Site Plan EDAItD DEC. 99, JOB 0 L999CG 1.
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Dennis Joule, P.E.
Civil Engineer
31700 S.E. 46"' Street Consultant in
Fall City, Washington 98024 Geotechnical Engineering
PhonelFAX (425) 222-4661
Joule4@AOL.COM
Bob & Jo Anne Eckberg RE CEIVED
23319 94h Place West OCT 17 2000
Edmonds, Washington 98020 DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
October 6, 2000
Re: GEOTECHNICAL ENGINEERING REPORT - Eckberg Residential Lot
181"' Place SW& 72 "d Avenue W, Edmonds, WA
INTRODUCTION
At your request I have performed a Geotechnical Investigation of your single-family
residential lot located on the southeast corner of the intersection of 181" Place SW & 72 nd
Avenue W, Edmonds, WA
INFORMATION PROVIDED
The following information was provided:
1) A set of drainage plans titled Temporary Erosion and Sediment Control Plan, Sheets
C I and C2, dated 9-19-00, prepared by Erich 0. Teitze and Associates, Inc.,
2) A set of building plans titled Eckberg Construction, Sheets I through 11, dated
9-19-00, prepared by Ed. L. Huri, Architect, and
3) A set of structural plans and notes titled, Eckherg Construction Residence, dated
9-6-00, prepared by Forsman Engineering.
SCOPE
The scope of work in this investigation included the following:
1. Subsurface exploration by means of three backhoe test pits,
2. Engineering evaluation and analysis of field data, review of published documents and
the plans listed above, for the purpose of providing recommendations regarding the
geotechnical aspectsof site development, and
Page I
October 6, 2000
Project 1736
3. Preparation of this report in accordancewith Chapter 18 of the U.B.C., presenting the
findings and recommendations.
FINDINGS
Surface Conditions
The site slopes down toward the southeast at an average slope of about twenty percent. The
main portion of the building area is nearly level and then slopes down at about 2:1 to a lower
nearly level area. The slope is about ten feet high.
At the time of the field investigation the ground surface was covered with a moderate growth
of native grasses and berry bushes. No structures, wet areas, standing water, or streams were
observed on'the property.
Subsurface Conditions
The site is underlain b,- one to five feet of medium dense slightly silty to silty sands with some
.1
gravel, over moderately consolidated glacial till. No groundwater or soil color mottling was
encountered any -of the test pits.
No expansive or compressible soils were encountered.
Test pit logs are appended to this report.
CONCLUSIONS & RECOMMENDATIONS
Seismic Considerations
As with all land in the Puget Sound region, this property lies in Seismic Zone 3. When
determining minimum earthquake forces for structures in accordance with U.B.C. Section
2312.d. Method B, consider the site to be underlain by soil Profile Type S2.
Seasonal Perched Cyroundwater
The moderately consolidated glacial till underlying this property is relatively impermeable..
Water landing on the site as rain, or water entering as off -site drainage percolates through the
one to five feet of permeable surface soils. It is then trapped on top of the less permeable
glacial till and must travel downslope on top of this layer. This groundwater should be
anticipated in excavations made during or just following the wet season.
Page 2
October 6, 2000
Project 1736
Site Preparation
Depressions and loose soil zones resulting from the removal of trees, large shrubs,. or
underground structures (that may be encountered during construction) should be carefully
backfilled with thoroughly compacted on -site inorganic soil or approved import soil.
The surface of the site within the proposed building and pavement areas should be stripped to
remove vegetation and organic topsoil. Soil containing more than two percent by weight
organic matter should be considered organic. Stripping depths should be decided in the field
at the time of construction but for planning purposes an average stripping depth of six inches
may be assumed. Strippings may be stockpiled for subsequent use inlandscaped areas.
All soil stockpiles should be covered with visqueen to prevent erosion and minimize
,saturation.
Building Foundations
The proposed house may be supported on conventional shallow foundations bearing on the
underlying firm native soil. Where isolated areas of fill are encountered the footing areas
should be excavated to firm native soil.
Reinforced concrete continuous footings may be designed to impose pressures on foundation
soils up to 2000 pounds per square foot from dead plus normal live loading.
individual reinforced concrete foundations, such as may be used for supporting columns, may
also be designed to impose pressures of up to 2000 pounds per square foot from dead plus
normal live loading, but should be at least 24 inches in minimal plan dimension.
Retaining Walls
Retaining walls constructed as part of the foundation system cannot be allowed to "rotate",
developing "active" soil pressures. Therefore an "at rest" lateral soil coefficient of 0.5 should
be used. Retaining walls may be designed using the equivalent fluid pressure method. For
non -compacted granular soil an average backfill soil unit weight of 100 Ib/cu R may be
assumed (lateral pressure would then be 50 lb/cu ft). The lateral coefficient of sliding between
the concrete base and the soil may be designed at 0.40 underlying firm native soils.
Page 3
October 6, 2000
Project 1736
Footing and Retaining Wall Drains
Footing drains are required for all retaining walls and perimeter footings. A perforated
drainpipe should be placed at the upslope base of the footing. The drainpipe should be
covered with at least a 12 inch wide zone of washed 1/2" to I" drainrock. The drainrock layer
should extend to within twelve inches of the top of the soil backfill on the upslope side of the
retaining wall or footing. The drainrock should be covered with filter fabric, and a layer of
native soil should be placed over filter fabric as a soil cap.
Concrete Slabs -On -Grade
Concrete floor slab should be constructed on compact soil subgrades prepared as described in
the sections under Grading and Compaction.
Where floor dampness must be minimized, a minimum 4 inch section of capillary break
material covered with a membrane vapor barrier should be placed between the floor slab and
the compact soil subgrade. The capillary break should be free -draining, clean gravel or rocko
such as 3/8" pea gravel. The membrane vapor barrier should be at least 10 mil thick
polyethylene or its equivalent.
Surface Drainage and Landscaping
The Drainage Plan shows all site drainage collected and discharged into the storm sewer
system. Exposed ground should be seeded or landscaped ass.00n as possible. Graded slopes
twenty percent or steeper should be covered with visqueen or straw until they are landscaped.
LIMITATIONS
Changes in development plans will render these specific recommendations invalid unless such
changes are reviewed by this office and these recommendations modified accordingly.
Subsurface exploration of any site is necessarily confined to selected locations, and conditions
may and often do vary between these locations. Should varied conditions come to light
during project development these conditions should be reported to this office for evaluation.
Report Prepared By:
Page 4
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Site Plan and Test Pit Logs
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Geotechnical Investigation
Eckberg Residential Lot
Indicates location of the backhoe test pits Edmonds, Washington
SOIL LOG - TEST PIT No. I
PROJECT: Ec.kberg Residence DATE: 10-5-00
EXCAVATED BY: Case 580 Extendahoe HOLE ELEVATION: 94'
DEPTH TO GROUNDWATER: INITIAL FINAL -- LOGGED BY:
SOIL DESCRIPTION
COLOR
NOISTUREJ
CONSISTENCY
SOIL TYPE
DEPTH
PENITR.
TORVANE'
Fine to Medium Grained SAND
Gray
Damp
Medium
SPF
Brown
Dense
-2-
-3-
-4-
-5-
-6-
(becomes slightly cemented)
Dense
-7-
-8-
-9-
Bottom Hole 10'
-10-
No Water
-12-
-13-
-14-
-15-
-16-
-17-
1-20-1
1
CONSISTENCY AND SOIL TYPE INDICATE SOIL CLASSIFICATION BASED ON THE SUGGESTED REVISIONS TO THE UNIFIED SOILS
CLASSIFICATION SYSTEM - PENITR. INDICATES READINGS TAKEN WITH A SOILTEST POCKET PENITROMETER INSTRUMENT -
TORVANE INDICATES READINGS TAKEN WITH A SOILTEST HAND TORVANE INSTRUMENT
DENNIS JOULE, P.E.
CIVIL ENGINEER
SOIL LOG - TEST PIT No. 2
PROJECT: Eckberg Residence DATE: 10-5-00
EXCAVATED BY: Case 580 Extendahoe HOLE ELEVATION: 86'
DEPTH TO GROUNDWATER: INITIAL FINAL LOGGED BY: DJ
SOIL DESCRIPTION
COLOR
MOISTURE
CONSISTENCY
SOIL TYPE
DEPTH.1
PENITR.
TORVANE
FILL - Fine to Medium Grained SAND
Gray
Damp
Medium
SPF
Brown
Dense
-1-
Silty Fine.to Medium Grained SAND
Red
Damp
Medium
SPN
Brown
Dense
-2-
-3-
-4-
-5-
-------
Gray
------
Dense
-6-
(becomes slightly cemented)
Brown
-7-
-8-
Bottom Hole 8'
No Water
-9-
-10-
-12-
-13-
-14-
-15-
-16-
-17-
-18-
-20-
CONSISTENCY AND SOIL TYPE INDICATE SOIL CLASSIFICATION BASED ON THE SUGGESTED REVISIONS TO THE UNIFIED SOILS
CLASSIFICATION SYSTEM - PENITR. INDICATES READINGS TAKEN WITH A SOILTEST POCKET PENITROMETER INSTRUMENT -
tORVANE INDICATES READINGS TAKEN WITH A SOILTEST HAND TORVANE INSTRUMENT
DENNIS JOULE, P.E.
CIVIL ENGINEER
CA FILE NO,
Critical,'Areas, Checklist
----------------------------------------------------
Site Information (soils/ topograph / hydrology/ vegetation)
1. Site Address/Location: '-7/ A- X,
2. Property Tax -Account Number: i�ll-lel
Approximate Site Size (acres or square feet):
4. Is this site, currently developed.'— yes; _�/no.
If yes; how is site developed?
5. Describe the generalsite topography. Check all that -apply.
Flat: less than 5-feet elevation change over entire site.
01
rn
Rolling: slopes on,site generally less than 15% (a vertical rise of 10-feet over a
horizontal distance of 66-feq).
Hilly: slopes�present on -site of more than 15% and less ' -than 30 % (a vertical
rise of 10-feet over a horizontal distance of 33 to 66-feet)-
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over
a horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: 1114-:) Approx. Depth:
7. Site contains areas of seasonal standing water: Approx. Depth:
What season(s) of the year?
8. Site is.in the floodway .. /f�n . floodplain of a water course.
9.- Site contains a creeJe or an area where water flows across the grounds surface? Flows are
year-round? Flows are seasonal? — (What time of yeax.?
10. Site is primarily- forested ;meadow ;shrubs mixed
urban lart aped Gavirnishrubs etc)
11. Obvious wetland is present on site:
& DETERMNAT_Idi�t:
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PERMIT NO: 93,61
of Edm. onds-.
ity
PERMIT EXPIRES
SIDE SEWER PERMIT
Address of Construction: ID #
Property Tax Account Parcel No. Q (P co i t,, r2 1 !8
-Attach copies of all access and utility ms.ements Verified and Approved b
Owner and/or Contractor: 1'k� 9C �C.A�.Q
Contractor License #: 1-::---c r_,�e B uilding Permit#: QL-QR5
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Fj Multi -Family (No. of Units
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Invasion into City *R.ight-.of Way:,E] Yes' XNO
*RW Construction Permit
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Cross other "Private Property: F-1 Yes
"Attach legal description and copy of recorded easement.
Owher/Contractor
Owner or contractor signatuli&?d acknowledgement staterne Date
By signing for this permit 1/cettify that I have read the City's public handout entitled
ide Sewer Specificationsjand shall comply with'all City requirements,outlined therein'.
CALL DIAL'A.-DIG (1-800-425-5555) " BEFORE ANY EXCAVATION
9 FOR INSPECTION CALL 425-771-0220'extensioh 329 9
24 HOUR NOTICE REOUIRED FOR ALL INSPECTION REOUESTS
FOR OFFICE USE ONLY
..... ...... ..
Permit Fee $ Ij Repair Fee $ Issued By:
Trunk Charge $ Date Issued: I t
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Assessment Fee $ Receipt No:
City Permit Surcharge Fee $5.00 Total Fees Paid $_L6(�
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: ffAA As -built to Street File: V
f� PERMIT MUST BE POSTED; ON. JOB SITE t,
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SIDE SEWER
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18H5 72ND AVE W
PERMIT
NUMBER 9361
HOMEOWNER BOB FECKBERG
CONTRACTOR
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DATE 04/12/01
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CITY OF EDMONDS
DEVELOPMENT SERVICES
DATE:
Received of: 0"
Address:
Phone: -
Project Location:
Check No. Cash Total Received]
$
Water Meter Size:
Amount
Water Connection Fee
Street Cut/Restoration Fee (620 Fund)
Sewer Permit/Repair
Trunk Charge
Sewer Connection/LID Fee
R/W Constuction Permit Pee
Street Disruption Fee (111 Fund)
Engineering Inspection Fee
Engineering Specs & Plan& Fee
.:Storm Drainage Fee
Street Use Permit
Building Permit Fee - Type
Plan Check Fee #
State Surcharge (622 Fund)
Zonlqg 4plication Fee - Type
Landscape Inspection Fee
Shoreline Permit Fee
SEPA Review Fee
Recording. Fee
Maps/Books
.Photocopies
Traffic Mitigation Fee
Sidewalk Contribution 09k, RilittknLL &M�(kf
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Received by:
Permit No.
:AJNF;�DATE RECEIVED
PERMIT EXPIRES /L
CITY OF EDMONDS
USE PERMIT
ZONE
NUMBER
CONSTRUCTION PERMIT APPLICATION
JOB
ADDRES&. 19
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PLAT NAM E/SUBDIVI SION NO. LOT NO. LID No.
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PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
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NAME
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PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REO'D
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PLAN CHE VESTED DATE PLUMBING
MECHANICAL
7 0
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
2 GRADING/FILL
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
:3
SEPARATE PERMISSION.
STATE SURCHARGE
PERMIT APPLICATION: 180 DAYS
PERMIT LIMIT: I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS ENG. REVIEW FEES 47
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
ENG. INSPECTION FEE
"APPLICANT. ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
Lu
_j IN INTEREST, AGREES TO INDEMNIFY. DEFEND AND HOLD HARMLESS THE CITY OF LANDSCAPING
2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND INSPECTION FEE
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
RECEIP
x FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE PL AN CHECK DEPOSIT
0
Yp IV*
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUI
i REMENT OF ANY CITY ORDINANCE .
0 NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION." R CEIPT I'd
TOTAL AMOUNT DUE //:, "�_ _5 6
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
APPLICATION APPROVAL
GIVEN IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WIYH CITY AND STATE LAWS REGULATING CONSTRUC- This application is not a permit until signed by the
CALL
TION: AND IN DOING THE WORK AUTHORIZED THEREBY. NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid. and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided.
WORKMEN'S COMPENSATION INSURANCE AND RCW` 18.27. OFF,41ALS SIGNATURE DATE
6 425)
)R AGENTJ DATE SIGNED
SIGNATUR�.�
771-0220
1A SE-D BY : DATE
ATTENTION EXT1333
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING O9..STRUCTURE UNTIL L
771-0221
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL -FILE YELLOW- INSPECTOR
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 FAX PINK - OWNER GOLD - ASSESSOR
5/98
jr,
CITY Of EDMONDS
SINGLE FAMILY/DUPLEX COVER SHEET
Directions- Applicants ore to complete the Information In the WHITE BOXER ONLY (Shaded boxes are for City
use only): This cover shoot must accompany each building permit application for a now single-family
residence.
PROJECTADDRESS
PROPERTY TAX ACCOUNT PkRCEL # Ot�A
DESCRIPTION OF WORK ;:5
OWNER
PHONE
CONTACT PERSON,&M fg��� "AKOX —412
E-MAIL
F
MAILING ADDRESS
)B�FAX CORRECTIONS MAIL CORRECTIONS IE-MAIL CORRECTIO NS
BY SIGNING THIS STATEMENT I UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. IT IS MY
RESPONSIBILITY TO COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE
STATUS OF THE APPLICATION. I UNDERSTAND IT 15 MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT
susmilIAL ANY VIBC110,0NARY PERMITS THAT MAY LLE =IC�BYE TO THIS PROJECT. I ACKNOWLEDGE
,,TH0 to THt'BEST OF ABI ' LITY I HAVE SUPMITTED A . R DOC UMENTATION IN ORDER TO MAKE A
COMPLETE APPLICA AN 0 E REQUIRED.
_, I , APP�RVOVALS —/7 -ev
SIGNATURE!Eg DATE le
ZONNG INFORMATION
ZONE LOT AREA
NUMBER -OF DWELLING UNITS' EXISTING DEMOLISHED PROPOSED1.
DISCRETIONARY APPROVALS CA Determination (IJAIII/t#V�
SUBDIVISION �rl CU VARIANCE SHORELINE
6 - + aA:ag
SEPA IVA Expires
City Use Only
LOT COVERAGE INF ORMATION
EXISTING SF PROPOSED SF 240 6 0 TOTAL SF 'A
HEIGHT CALCULATnN INFORMATION 7).- 4v
DATUM 7, C. D_j aS-
MAX. ,i2_3,
AVE ACTUAL
SETBACK INFORMATION
REAR 16MIi'4C
FRONT / 5 SIDE 7y�
eft9f9= FRONT 25" JIM S*IIEF J64 .14� SIDE Rf"_�- jtWAS'
A04
NO FLAG. -LOT Y Y Es'' Re
CNR.'LOT Es ..ST."'DEDI.C.
AFNT REquimp [:]YES NO. RECORDING #
STAFF COMMENTS: 0 IL
ENGINEERING INFORMATION-,
DRIVEWAY SLOPE % GRADING CYDS
EASEMENTS— ejK
EXISTING IMPERVIOUS AREA CONSTRUCTED BEFORE 11977 _SO.FT
E XISTING IMPERVIOUS AREA INSTALLED 1977 OR LATER SQ.FT.
PROPOSED NEW NET IMPERVIOUS SURFACE
W1 e__P . City -Use Only
SIDEWALK REQUIRED [DYES [] NO DRAINAGE PLAN REQUIRED I YES ONO
UNDERGROUND WIRING REQUIRED OYES []NO
STREET DEDICATION— & ____FT. LID#
STAFF COMMENTS AP,04 otA*&1d1 0 �04V_ "MEM-4-
pe
A.,,j 4t C,�
SPECIAL INSPECTIONS REOUIRED FOR THIS PROJECT (City Use Only)
SOILS&
0 START OF WORK
EXCAVATION & GRADING
SHORING INSTALLATION &.MONITORING
PROOF ROLLING
0 PLACEMENT OF FILL A CO MPACTION
SUBSURFACE DRAINAGE.
E] VERIFY SOIL BEARING
PILE.PLACEMENT
EROSION CONTROL
0 GENERAL SITE MONITORING BY THE
GEOTECHNICAL ENGINEER OF RECORD
]GENERAL SITE MONITORING BY THE
GEOTECHNICAL ENGINEER OF RECORD.
'DURING WET WEATHER CONSTRUCTION
ID FINAL . . GRADING 4 Ft . ELD REPORT
OOTHER
PLACEMENT OF REINFORCEMENT
PLACEMENT OF CONCRETE
BOLTS INSTALLED IN CONCRETE
[]STRUCTURAL MASONRY
STRUCTURAL STEEL ERECTION
HIGH STRENGTH BOLTING
0 WELDING IWABO CERTIFIED ONLY)
0OTHER_
PLAN CHECK III
APPLICANT
DATE RECEIVED
BUILDING CONSTRUCTION INFORMATION
CODE EDITIONS 1997 UBC, UMC, UPC. WSEC, VIAG WITKAMENDMENTS
DESIGN CRITERIA WIND EXPOSURE 0 WIND SPEED 80 MPH SEISMIC ZONE 3
Floor Live Load _2g, Balcony Live Load
Root SnowlLive Load JAW
Floor Dead Load 1. 0 Balcony Dead Load
_LQ Root Dead Load
NUMBER OF STORIES BASEMENTS FLOOD ZONE
LOT SLOPE % SOILS REPORT PROVIDED [z] YES 0 NO
FLOOR AREA (MEASURED TO EXTERIOR FACE OF EXTERIOR WALL)
Existing Proposed Total
Living SPACO �1 &0 1 —
Garage 15144
Carport
Dock/Covered Porch
Other
ENERGY CODE COMPLIANCE INFORMATION
FIIFL TYPE 0 GAS, OIL ELECTRIC 11 OTHER
pvt HEAT PUMP C]HYDRONIC []OTHER
WFORCED AIR 11
Tunn nt rnu LIANCF
FIlrosal Idmur. mb
PRESCRIPTIVE: List Option
TARGET UA APPROACH: Provide UA Calcustions
SYSTEMS ANALYSIS: Provide Computer Analysis
ENERGY1VENTILATION WORKSHEETS PROVIDED
WINDOW SCHEDULE PROVIDED
FOR CITY USE ONLX
calling Insulation
Wall noulation
Floo:lnsulmtlon
Door U-Value gq
window U-Value
Skylight U-Volue
I Glazing %' 21 Cin
VENTILATION CODE COMPLIANCE INFORMATION
KITCHENFANCFM '100. BATHROOM FAN(S)CFM _FS0 LAUNDRYFANCFM
WHOLE HOUSE VENTILATION SYSTEM
0 EXHAUST OPTION
FRESH AIR TO BE PROVIDED TO 0 WINDOW VENTS 0 WALL PORTS
EACH HABITABLE ROOM WITH:
..EXHAUST FAN TO BE CONTROLLED WITH 24 HOUR TIMER AND SIZED AS FOLLOWS:
0 1 2 BEDROOMS: 60 - 75 CFM 0 4 BEDROOMS: 100 - 150 CFM
0 3 BEDR06MS: 80 - 120 CFM 1:1 5 BEDROOMS: 120-180 CFM
HVAC INTEGRATED OPTION
DEDICATED HEAT RECOVERY VENTILATION OPTION
SEPARATE PERMITS (City Use Only)
RIGHT OF WAY CONSTRUCTION PERMIT 0MECHANICAL PERMIT
OENCROACHMENT PERMIT OPLUMBING PERMIT
IRSTATE ELECTRICAL PERMIT 0WATER METER
EIFENCERERMIT OSIDE SEWER PERMIT
0 RESIDENTIAL FIRE SPRINKLER PERMIT 0IRRIGATION (SPRINKLER SYSTEM)
004HER OTHER —
Any request for mod . IfIcation, variance or other administrative deviation (1116finlitef variancel
must be specifically called out and Identified. Approval of any plat of plan Contain * Ing Provisions
which do not comply with the city code and for which a variance has not been specifically
identified, requested and considered by the appropriate city official In accordance with the
ppropristo provision of city code of state low does not approve any Items not to code
:Pacification.
PERMIT ISSUANCE APPROVALS
PLANNING REVIEW At APPROVAL
CONDITIONS OF APPROVAL:
(City Use Only)
DATE
ENGINEERING REVIEW & APPROVAL
CONDITIONS OF APPROVAL:-
DATE
hy)
BUILDING REVIEW & APPROVAX��,
CONDITIONS OF APPROVAL:
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X / IF ince the short plat has not been approved nor recorded to.date,
APPROkw CCWS7R110770N ("',pproval of these plans for lot I SFR does not constitute approval
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3-LOT SHORT PLAT
BOB ECKBERG
23319 94TH PLACE W., EDMONDS, WA 98020 206-972-1068
TEMPORARY EROSION AND
SEDIM"ENT CONTROL PLAN
(' JERICHO. TIE'-I"ZE AND AsSOCIATES, INC.
UP ENGINEERS AND CONSULTANTS
118530 76TH AVENUE WEST SUITE B EMIONDS, WA 98026 425-771-6212 FAX 1425-775-0236
RECF-IVEE)
OCT 17 2000
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
r 1-9, 2000
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BOB ECKBERG
23319 94TH PLACE W., EDMONDS, WA 98020 206-972-1063
DETAILS
(0'*" 1 ERiCH 0. TIETZE AND AssoCIATES, INC.
010 ENGINEERS AND CONSULTANTS
18530 76TH AVENUE WEST SUITE B EDMONDS, WA 98026 425-771-6212 FAX 425-775-0236
REcE�JVED
OCIr 17 2000
DEVELOPMENT SERVICES CTR-
CITY OF EDMONDS
SEP 19, 2000
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