700 MAIN ST (2).PDFiiiii . iiiiiiiii
12084
700 MAIN ST
6 0
ADDRESS: 0 0
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: — DETERMINATION: E] Conditional Waiver E] Study Required E] Waiver
DISCRETIONARY PERMIT #'S: IfU
:) - [!A -1 Z
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED
PERMITS (OTHER):
PLANNING DATA CHECKLIST DA
SCALED PLOT PLAN DA
SEWER LID FEE $:
LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #:
SOILS REPORT DATED:
STREET USE
q I- 105.
WATER METER TAP CARD DATED:
ST61EET FILE
Cobalt
Geosciences RECEIVED
F- EB 0 5 2015
I)EVELOPMENT SERVICES
CouNTER
Limited Geotechnical Investigation
Proposed Amphitheater
Frances Anderson Center
700 Main Street
Edmonds, Washington
June 21, 2015
0
LIMITED GEOTECHNICAL INVESTIGATION
EDMONDS, WASHINGTON
Table of Contents
1.o INTRODUCTION ............................................................................................................. I
2.0 PROJECT DESCRIPTION .............................................................................................. 1
3-0 SITE DESCRIPTION ....................................................................................................... I
4.o FIELD INVESTIGATION ............................................................................................... 2
4.1.1 Site Investigation Program ................................................................................... 2
5-0 SOIL AND GROUNDWATER CONDITIONS .............................................................. 2
5.1.1 Area Geology ........................................................................................................ 2
5.1.2 Soil Conditions ..................................................................................................... 2
5.1.3 Groundwater ........................................................................................................ 3
6.o GEOLOGIC HAZARDS ................................................................................................... 3
6.1 Erosion Hazard .............................................................................................................. 3
6.2 Seismic Hazard ................................. : ................................................................... 3
7-o DISCUSSION .................................................................................................................... 4
7.1.1 General ................................................................................................................. 4
8.o RECOMMENDATIONS .................................................................................................. 4
8.1.1 Site Preparation ................................................................................................... 4
.8.1.2 Temporary Excavations ........................................................................................ 5
8.1.3 Erosion and Sediment Control .............................................................................. 6
8.1.4 Foundation Design ............................................................................................... 6
8.1.5 Slab -on -Grade ...................................................................................................... 7
8.1.6 Utilities ................................................................................................................ 8
8.1.6 Groundwater Influence on Construction .............................................................. 8
9.o CONSTRUCTION FIELD REVIEWS ............................................................................ 8
lo.o CLOSURE .................................................................................................................... 9
LIST OF APPENDICES
Appendix A — Statement of General Conditions
Appendix B — Figures
Appendix C — Hand Boring Logs
LIMITED GEOTECHNICAL INVESTIGATION
EDMONDS, WASHINGTON
January 19, 2016
i.o introduction
In accordance with your authorization, Cobalt Geosciences has completed a limited geotechnical
investigation for the proposed amphitheater structure located at the Frances Anderson Center at 700
Main Street in Edmonds, Washington (Figure 1).
The purpose of the geotechnical investigation was to identify subsurface conditions and to provide
geotechnical recommendations for foundation design and construction of the proposed structure.
The scope of work for the geotechnical investigation consisted of a site.investigation followed by
engineering analyses to prepare this report. Recommendations presented herein pertain to various
geotechnical aspects of the proposed development, including foundation design and slab
recommendations.
2.0 Project Description
The currently proposed development includes removal of the existing stage and cantilever roof structure
and construction of a new steel and wood amphitheater. We anticipate that the new structure will be
supported by six isolated column footings which may be interconnected by strip footings. The structure
will be approximately 30 feet by 40 feet in area.
We anticipate that foundation loads will be light to moderate and that site grading will include cuts and
fills on the order Of 4 feet or less for foundation placement.
3.0 Site Description
The site area is located just southeast of the main building at the Frances -Anderson Center located at 700
Main Street in Edmonds, Washington (Figure i). The area of the proposed development encompasses an
approximately 5o feet by 5o feet area centered at the existing stage (Figure 2).
The current development at the site includes a wood framed stage area surrounded to the north, east, and
south by lawn and landscaping. Along the west margin of the stage, a concrete wall extends downward to
an asphalt paved parking area. The concrete wall extends north to South Up to 20 feet beyond the extent
of the stage and is approximately 3.5 to 4 feet in height. A masonry wall is situated on the concrete wall
and is approximately 16 feet tall. There are various cracks in both walls; however, the overall condition is
good and the cracks are not indicative of structural failure or distress.
There are 2 inch diameter weep holes near the base of the concrete wall approximately 8 to io feet on
center. The stage is covered by a cantilever roof system that consists of steel I beams as vertical members
with steel and wood framing for the roof. We anticipate that the vertical members extend 5 to 10 feet
below grade and are likely surrounded by concrete.
The lawn areas slope gently down toward the stage and the site is vegetated with grasses and sparse
bushes and trees. As noted above, the site drops up to 4 feet along the west edge of the existing stage,
where a concrete retaining wall is located.
1
P.O. Box 82243, Kenmore, WA c)8028
LIMITED GEOTECHNICAL INVESTIGATION
EDMONDS, WASHINGTON
June 21, 2015
The overall property is bordered to the north by Main Street, to the south by Dayton Street, to the east by
park/lawn areas and 8th Avenue South, and to the west by the Frances Anderson building.
4-o Field Investigation
4.1.1 Site Investigation Program
The geotechnical field investigation program was. completed on June 9, 2015 and included excavating
three hand borings near the location of the proposed amphitheater structure.
The soils encountered were logged in the field and ar6 described in accordance with the Unified Soil
Classification System (USCS).
A Cobalt Geosciences field representative conducted the explorations, collected disturbed soil samples,
classified the encountered soils, kept a detailed log of each hand auger hole, and observed and recorded
pertinent site features.
The results of the hand boring and sampling are presented on the boring logs enclosed in Appendix C.
5.o Soil and Groundwater Conditions
5A.1 Area Geology
The site lies within of the Puget Lowland. The lowland is part of a regional north -south trending trough
that extends from southwestern British Columbia to near Eugene, Oregon. North of Olympia,
Washington, this lowland is glacially carved, with a depositional and erosional history including at least
four separate glacial advances/retreats. The Puget Lowland is bounded to the west by the Olympic
Mountains and to the east by the Cascade Range. The lowland is filled with glacial and non -glacial
sediments consisting of interbedded gravel, sand, silt, till, and peat lenses.
The Geologic Map of the Edmonds East and West 7.5 Minute Quadrangles, indicates that the site is
underlain by Vashon Recessional Outwash.
Vashon Recessional Outwash generally consists of loose to medium dense, fine to coarse grained sand
with variable amounts of gravel and silt deposited during recession of continental glaciers approximately
ii,000 years ago. Interbeds of silt and clay are locally common within the outwash deposits where ice
dams created glacial lakes.
5.1.2 Soil Conditions
Details of the encountered soil conditions are presented on the hand boring logs in Appendix C. The
detailed soil description on these logs should be referred to in preference to the generalized description
provided below.
P.O. Box 82243, Kenmore, WA 98028
LIMITED GEOTECHNICAL INVESTIGATION
EDMONDS, WASHINGTON
June 21, 2015
Hand Borings HB-1 through HB-3
All of the hand borings encountered approximately 4 to 6 inches of grass and/or topsoil underlain by
approximately 2 to 3 feet of loose, silty -fine to medium grained sand with gravel to poorly graded sand
with gravel. These materials were underlain by loose to medium dense, fine to medium grained sand with
variable amounts of gravel (Recessional Outwash), which extended to the termination depths of the hand
borings.
5-1-3 Groundwater
At the time of our investigation, groundwater was not encountered in any of the explorations. Based on
the soil conditions and our knowledge of the area, we anticipate groundwater to be well below the
proposed grading depths.
Water table elevations often fluctuate over time. The groundwater level will depend on a variety of factors
that may include seasonal precipitation, irrigation, land use, climatic conditions and soil permeability.
Water levels at the time of the field investigation may be different from those encountered during the
construction phase of the projecL
6.o Geologic Hazards
6.1 Erosion Hazard
The Natural Resources Conservation Services (NRCS) maps for Snohomish County indicate that the site is
underlain by Alderwood-Urban Land Complex (8 to 15 percent slopes). These materials have a "Slight" to
"Moderate" erosion potential in a disturbed state.
It is our opinion that soil erosion potential at this project site can be reduced through landscaping and
surface water runoff control. Typically erosion of exposed soils will be most noticeable during periods of
rainfall and may be controlled by the use of normal temporary erosion control measures, such as silt
fences, hay bales, mulching, control ditches and diversion trenches. The typical wet weather season, with
regard to site grading, is from October 31' to April ist. Erosion control measures should be in place before
the onset of wet weather.
6.2 Seismic Hazard
The overall subsurface profile corresponds to a Site Class D as defined by Table 1613.5.2 of the 2012
International Building Code (2012 IBC). A Site Class D applies to an overall profile consisting of medium
dense/stiff to very dense/hard materials within the upper wo feet.
We referenced the U.S. Geological Survey (USGS) Earthquake Hazards Program Website to obtain values
for Ss, S,, F., and F,,. The USGS website includes the most updated published data on seismic conditions.
The site specific seismic design parameters and adjusted maximum spectral response acceleration
parameters are as follows:
P.O. Box 82243, Kenmore, WA 98028
LIMITED GEOTECHNICAL INVESTIGATION
EDMONDS, WASHINGTON
June 21, 2015
PGA (Peak Ground Acceleration, in percent of g)
SS
127-00% Of 9
S,
49-80% Of 9
FA
1.00
Fv
1.50
7-o DISCUSSION
7.1.1 General
It is our opinion that proposed amphitheater may be supported on shallow isolated or perimeter
foundation systems bearing on re -compacted native soils or on structural fill placed on native soils per the
recommendations in Section 8.1.1 and 8.1.4 of this report.
Due to the proximity of the concrete retaining wall and anticipated wall backfill zone, we recommend that
the new structure be located at least 4 feet east of the back of the concrete wall and that footings in this
area have a minimum embedment Of 2.5 feet below existing site grades. Alternatively, or if the structure
will be located closer than 4 feet from the existing concrete retaining wall, we recommend that the
foundation elements for the new structure that are adjacent to the wall extend to the depth of the concrete
retaining wall (or below). The foundation system for the new structure must not impose any loads onto
the concrete retaining wall and a minimum iH: iV envelope should be maintained from the new
foundation to the base of the existing wall.
All excavations within the building footprint should be backfilled and compacted according to the
recommendations in this report. Any filled areas beneath foundation elements should extend a lateral
distance equal to the depth of the overexcavation in all directions from the faces of the footings.
8.o Recommendations
8.1.:t Site Preparation
Trees, shrubs and other vegetation should be removed prior to stripping of surficial organic -rich soil,
Based on observa * tions from the site investigation program, it is anticipated that the stripping depth will
range from 4 to 12 inches. The excavated material is not suitable as fill material within the proposed
building envelope but could be used as fill material in non -settlement sensitive areas such as landscaping
regions. In these non -settlement sensitive areas, the fill should be placed in maximum 12 inch thick lifts
that should be compacted to at least go percent of the modified proctor (ASTM D 1557 Test Method)
maximum dry density.
The site soils consist of silty -sand with variable amounts of gravel and poorly graded sand with variable
amounts of gravel and silt (outwash). These materials are generally considered suitable for use as
structural fill provided they are within 3 percent of the optimum moisture content. It should be noted
P.O. Box 82243, Kenmore, WA 98028
LIMITED GEOTECHNICAL INVESTIGATION
EDMONDS, WASHINGTON
June 21, 2015 '
that these materials are typically suitable for structural fill during the summer months and the fill soils
should be considered moisture sensitive due to their fines content.
Imported structural fill should consist of a sand and gravel mixture with a maximum grain size of 3 inches
and less than 5 percent fines (material passing the U.S. Standard No. 200 Sieve). Structural fill should be
placed in maximum lift thicknesses Of 12 inches and should be compacted to a minimum Of 95 percent of
the modified proctor maximum dry density, as determined by the ASTM D 1557 test method.
Existing deeper foundation elements should be removed if they interfere with neW foundation placement.
They may remain in place if they are outside of proposed development areas.
8.1.2 Temporary Excavations
Based on our understandmig of the project, we anticipate that the grading could include local cuts on the
order of approximately 4 feet or less for foundation placement. These excavations should be sloped no
steeper than iH:iV (Horizontal:Vertical) in native soils. If an excavation is subject to heavy vibration or
surcharge loads, we recommend that the excavations be sloped no steeper than 1.5H:iV, where room
permits.
Temporary cuts should be in accordance with the Washington Administrative Code (WAQ Part N,
Excavation, Trenching, and Shoring. Temporary slopes should be visually inspected daily by a qualified
per -son during construction activities and the inspections should be documented in daily reports. The
contractor is responsible for maintaining the stability of the temporary cut slopes and reducing slope
erosion during construction.
Temporary cut slopes should be covered with visqueen to help reduce erosion during wet weather, and the
slopes should be closely monitored until the permanent retaining systems or slope configurations are
complete. Materials should not be stored or equipment operated within io feet of the top of any
temporary cut slope.
Soil conditions may not be completely known from the geotechnical investigation. in the case of
temporary cuts, the existing soil conditions may not be completely revealed until the excavation work
exposes the soil. Typically, as excavation work progresses the maximum inclination of temporary slopes
will need to be re-evaluated by the geotechnical engineer so that supplemental recommendations can be
made. Soil and groundwater conditions can be highly variable. Scheduling for soil work will need to be
adjustable, to deal with unanticipated conditions, so that the project can proceed and required deadlines
can be met.
If any variations or undesirable conditions are encountered during construction, we should be notified so
that supplemental recommendations can be made. If room constraints or groundwater conditions do not
permit temporary slopes to be cut to the maximum angles allowed by the WAC, temporary shoring
systems may be required. The contractor should be responsible for developing temporary shoring
systems, if needed. We recommend that Cobalt Geosciences and the project structural engineer review
temporary shoring designs prior to installation, to verify the suitability of the proposed systems.
P.O. Box 82243, Kenmore, WA 98028
LIMITED GEOTECHNICAL INVESTIGATION
EDMONDS, WASHINGTON
June 21, 2015
8.1.3 Erosion and Sediment Control
Erosion and sediment control (ESQ is used to reduce the transportation of eroded sediment to wetlands,
streams, lakes, drainage systems, and adjacent properties. Erosion and sediment control measures
should be implemented and these measures should be in general accordance with local regulations. At a
minimum, the following basic recommendations should be incorporated into the design of the erosion
and sediment control features for the site:
• Schedule the soil, foundation, utility, and other work requiring excavation or the disturbance of the
site soils, to take place during the dry season (generally May through September). However, provided
precautions are taken using Best Management Practices (BMP's), grading activities can be completed
during the wet season (generally October through April).
• All site work should be completed and stabilized as quickly as possible.
• Additional perimeter erosion and sediment control features may be required to reduce the possibility
of sediment entering the surface water. This may include additional silt fences, silt fences with a
higher Apparent Opening Size (AOS), construction of a berm, or other filtration systems.
• Any runoff generated by dewatering discharge should be treated through construction of a sediment
trap if there is sufficient space. If space is limited other filtration methods will need to be
incorporated.
8.1.4 Foundation Design
The proposed amphitheater may be supported on a shallow spread footing foundation system or isolated
column pads bearing on undisturbed medium dense or firmer native soils or on properly compacted
structural fill placed on the suitable native soils. If structural fill is used to support foundations, then the
zone of structural fill should extend beyond the faces of the footing a lateral distance at least equal to the
thickness of the structural fill.
We anticipate that local overexcavation or re -compaction of the upper I to 3 feet below proposed footing
elevations will be necessary due to loose soil conditions.
For shallow foundation support, we recommend widths of at least 18 and 24 inches, respectively, for
continuous wall and isolated column footings supporting the proposed structure. Provided that the
footings are supported as recommended above, a net allowable bearing pressure Of 2,000 pounds per
square foot (psf) may be used for design.
A 1/3 increase in the above value may be used for short duration loads, such as those imposed by wind
and seismic events. Structural fill placed on bearing, native subgrade should be compacted to at least 95
percent of the maximum dry density based on ASTM Test Method D1557. Footing excavations should be
inspected to verify that the foundations will bear on suitable material.
Exterior footings should have a minimum depth of 18 inches below pad subgrade (soil grade) or adjacent
exterior grade, whichever is lower. Interior footings should have a minimum depth Of 12 inches below pad
subgrade (soil grade) or adjacent exterior grade, whichever is lower.
If constructed as recommended, the total foundation settlement is not expected to exceed 1 inch.
Differential settlement, along a 25-foot exterior wall footing, or between adjoining column footings,
P.O. BOX 82243, Yenmore, WA C)8028
LIMITED GEOTECHNICAL INVESTIGATION
EDMONDS, WASHINGTON
June 21, 2015
should be less than 1/2 inch. This translates to an angular distortion Of 0.002. Most Settlement is
expected to occur during construction, as the loads are applied. However, additional post -construction
settlement may occur if the foundation soils are flooded or saturated.
Resistance to lateral footing displacement can be determined using an allowable friction factor of 0.35
acting between the base of foundations and the supporting subgrades. Lateral resistance for footings can
also be developed using an allowable equivalent fluid passive pressure Of 300 pounds per cubic foot (pef)
acting against the appropriate vertical footing faces (neglect the upper 12 inches below grade in exterior
areas). The allowable friction factor and allowable equivalent fluid passive pressure values include a
factor of safety Of 1.5. The frictional and passive resistance of the soil may be combined without reduction
in- determining the total lateral resistance. A 1/3 increase in the above values may be used for short
duration transient loads.
Care should be taken to prevent wetting or drying of the bearing materials during construction. Any
extremely wet or dry materials, or any loose or disturbed materials at the bottom of the footing
excavations, should be removed prior to placing concrete. The potential for wetting or drying of the
bearing materials can be reduced by pouring concrete as soon as possible after completing the footing
excavation and evaluating the bearing surface by the geotechnical engineer or his representative.
8-1-5 Slab -on -Grade
We recommend that the upper 12 inches of the existing fill soils within slab areas (if proposed) be re -
compacted to at least 9,5 percent of the modified proctor (ASTM D1557 Test Method).
Often, a vapor barrier is considered below concrete slab areas. However, the usage of a vapor barrier could
result in curling of the concrete slab at joints. Floor covers sensitive to moisture typically requires the
usage of a vapor barrier. A materials or structural engineer should be consulted regarding the detailing of
the vapor barrier below concrete slabs. Exterior slabs typically do not utilize vapor barriers.
The American Concrete Institutes ACI 36oR-o6 Design of Slabs on Grade and ACI 302.IR-04 Guide for
Concrete Floor and Slab Construction are recommended references for vapor barrier selection and floor
slab detailing.
Slabs on grade may be designed using a coefficient of subgrade reaction Of 200 pounds per cubic inch
(pci) assuming the slab -on -grade base course is underlain by structural fill placed and compacted as
outlined in Section 8.1.
A perimeter drainage system is recommended unless interior slab areas are elevated a minimum Of 12
inches above adjacent exterior grades. If installed, a perimeter drainage system should consist of a 4 inch
diameter perforated drain pipe surrounded by a minimum 6 inches of drain rock wrapped in a non -woven
geosynthetic filter fabric to reduce migration of soil particles into the drainage system. The perimeter
drainage system should discharge by gravity flow to a suitable stormwater system.
Exterior grades surrounding buildings should be sloped at a minimum of one percent. to facilitate surface
water flow away from these buildings and preferably with a relatively impermeable surface cover
immediately adjacent to the buildings.
P.O. BM 82243, Kmmore, WA 98=8
LIMITED GEOTECHNICAL INVESTIGATION
EDMONDS, WASHINGTON
June 21, 2015
8.1.6 Utilities
Utility trenches should be excavated according to accepted engineering practices following OSHA
(Occupational Safety and Health Administration) standards, by a contractor experienced in such work.
The contractor is responsible for the safety of open trenches. Traffic and vibration adjacent to trench
walls should be reduced; cyclic wetting and drying of excavation side slopes should be avoided.
Depending upon the location and depth of some utility trenches, groundwater flow into open excavations
could be experienced, especially during or shortly following periods of precipitation.
In general, loose sandy native soils were encountered at shallow depths in the explorations at this site.,
These soils have variable cohesion and density and may have a tendency to cave or slough in excavations.
Shoring or sloping back trench sidewalls is required within these soils.
All utility trench backfill should consist of imported structural fill or suitable on site soils. Utility trench
backfill placed in or adjacent to buildings and exterior slabs should be compacted to at least 95 percent of
the maximum dry density based on ASTM Test Method D1557. The upper 5 feet of utility trench backfill
placed in pavement areas should be compacted to at least 95 percent of the maximum dry density based
on ASTM Test Method D1557. Below 5 feet, utility trench backfill in pavement areas should be compacted
to at least go percent of the maximum dry density based on ASTM Test Method D1557. Pipe bedding
should be in accordance with the pipe manufacturer's recommendations.
The contractor is responsible for removing all water -sensitive soils from the trenches regardless of the
backfill location and compaction requirements. Depending on the depth and location of the proposed
utilities, we anticipate the need to re -compact existing fill soils below the utility structures and pipes, The
contractor should use appropriate equipment and methods to avoid damage to the utilities and/or
structures during fill placement and compaction procedures.
8.1.6 Groundwater Influence on Construction
At the time of our investigation, groundwater was not encountered in any of the explorations. Based on
the soil conditions and area geology, we do not expect groundwater to be encountered during construction
at this site.
9.o Construction Field Reviews
Cobalt Geosciences should be retained to provide part time field review during construction in order to
verify that the soil conditions encountered are consistent with our design assumptions and that the intent
of our recommendations is being met. This will require field and engineering review to:
• Monitor and test structural fill placement and compaction
• Observe overexcavation work for foundation elements
• Verify the soil bearing at foundation locations for the building
• Verify slab subgrade and capillary break material below slab -on -grade
P.O. BOX 82243, Kenmore, WA 98028
LIMITED GEOTECHNICAL INVESTIGATION
EDMONDS, WASHINGTON
June 21, 2015
Geotechnical design services should also be anticipated during the subsequent final design phase to
support the structural design and address specific issues arising during this phase. Field and engineering
review services will also be required during the construction phase in order to provide a Final Letter for
the project.
mo Closure
This report was prepared for the exclusive use of the City of Edmonds and their appointed consultants.
Any use of this report or the material contained herein by third parties, or for other than the intended
purpose, should first be approved in writing by Cobalt Geosciences.
The recommendations contained in this report are based on assumed continuity of soils with those of our
test holes, and assumed structural loads. Cobalt Geosciences should be provided with final architectural
and civil drawings when they become available in order that we may review our design recommendations
and advise of any revisions, if necessary.
Use of this report is subject to the Statement of General Conditions provided in Appendix A. It is the
responsibility of the City of Edmonds who is identified as "the Client" within the Statement of General
Conditions, and its agents to review the conditions and to notify Cobalt Geosciences should any of these
not be satisfied.
Respectfully submitted,
Cobalt Geosciences
Original signed by:
Phil Haberman, P.G., P.E.G.
Principal Engineering Geologist
PH/sc
Original signed by:
6/21/15
Sean Caraway, P.E.
Senior Geotechnical Engineer
P.O. Box 82243, Kenmore, WA 98028
APPENDIXA
Statement of General Conditions
Statement of General Conditions
USE OF THIS REPORT; This report has been prepared for the sole benefit of the Client or its agent and
may not be used by any third party without the express written consent of Cobalt Geosciences and the
Client. Any use which a third party makes of this report is the responsibility of such third party.
BASIS OF THE REPORT: The information, opinions, and/or recommendations made in this report are
in accordance with Cobalt Geosciences present understanding of the site specific project as described by
the Client. The applicability of these is restricted to the site conditions encountered at the time of the
investigation or study. if the proposed site specific project differs or is modified from what is described in
this report or if the site conditions are altered, this report is no longer valid unless Cobalt Geosciences is
requested by the Client to review and revise the report to reflect the differing or modified project specifies
and/or the altered site conditions.
STANDARD OF CARE: Preparation of this report, and all associated work, was carried out in
accordance with the normally accepted standard of care in the state of execution for the specific
professional service provided to the Client. No other warranty is made.
INTERPRETATION OF SITE CONDITIONS: Soil, rock, or other material descriptions, and
statements regarding their condition, made in this report are based on site conditions encountered by
Cobalt Geosciences at the time of the work and at the specific testing and/or sampling locations.
Classifications and statements of condition have been made in accordance with normally accepted
practices which are judgmental in nature; no specific description should be considered exact, but rather
reflective of the anticipated material behavior. Extrapolation of in situ conditions can only be made to
some limited extent beyond the sampling or test points. The extent depends on variability of the soil, rock
and groundwater conditions as influenced by geological processes, construction activity, and site use.
VARYING OR UNEXPECTED CONDITIONS: Should any site or subsurface conditions be
encountered that are different from those described in this report or encountered at the test locations,
Cobalt Geosciences must be notified immediately to assess if the varying or unexpected conditions are
substantial and if reassessments of the report conclusions or recommendations are required. Cobalt
Geosciences will not be responsible to any party for damages incurred as a result of failing to notify Cobalt
Geosciences that differing site or sub -surface conditions are present upon becoming aware of such
conditions.
PLANNING, DESIGN, OR CONSTRUCTION: Development or design plans and specifications
should be reviewed by Cobalt Geosciences, sufficiently ahead of initiating the next project stage (property
acquisition, tender, construction, etc), to confirm that this report completely addresses the elaborated
project specifies and that the contents of this report have been properly interpreted. Specialty quality
assurance services (field observations and testing) during construction are a necessary part of the
evaluation of sub -subsurface conditions and site preparation works. Site work relating to the
recommendations included in this report should only be carried out in the presence of a qualified
geotechnical engineer; Cobalt Geosciences cannot be responsible for site work carried out without being
present.
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CCNCVL J� '.'.'A,L
\1.4' CHAr,4 -^0\CRE_R. WAI.L -F,* 'MAIN
HB-1 U\K FENCE LINK FENCE
Not to Scwe :0� Approximate Hand Boring Location
ME PLAN P.O. Box 82243
Frances Anderson Center Amphitheater Kenmore, WA 98028
Edmonds, Washington Cobalt (2o6) 331-1097
FIGURE 2 Geosc cobaltzeona gmail,com
APPENDIX C
Hand Boring Logs
PROJECT: Frances Anderson Center
WELL / PROBEHOLE / BOREHOLE NO
LOCATION: 700 Main St, Ednwnds, WA
PROJECT NUMBER:
HB-1 PAGE I OF 1
DRILLING / INSTALLATION:
NORTHING MY EASTING (ft):
STARTED 6WIS COMPLETED: MIS
LAT: LONG:
GROUND ELEV (ft): TOC ELEV M;
DRILLING COMPANY:
INITIAL DTw (fty Not Encountered WELL DEPTH (ft): —
DRILLING EQUIPMENT: Hand Auger
STATIC DTW (11): Not Encountered BOREHOLE DEPTH (ft): 6.0
DRILLING METHOD: Hand Auger
WELL CASING DtA. (in): — BOREHOLE DIA (in): 2
SAMPLING EQUIPMENT: Grab
LOGGED BY: PH CHECKED BY:
-q V)
Description
I.
d
Topsoil
sP-
tum- gra-ine-d -sai7nd-w-ith-gr-aviel -an-d S-ift
SM
yellowish brown, moist.
7
_fni- m6d e-d vJ
sjtCrjje(TjUj� ��ns;j� I a fo Orig7raFn iaWdWh ri i,
yellowish brown to grayish brown, moist.
5-
Borehole terminated at 6 feet.
PROJECT-. Frances Anderson Center
WELL / PROBEHOLE / BOREHOLE NO
LOCATION: 700 Main St., Urnonds, WA
PROJECT NUMBER:
HB-2 PAGE I OF 1
DRILLING I INSTALLATION:
NORTHING (ft): EASTING (ft):
STARTED 6MI15 COMPLETED: 61WIS
LAT: LONG:
DRILLING COMPANY:
GROUND ELEV (11): TOC ELEV (11):
INITIAL DTW (ft): Not Encountered WELL DEPTH (ft): —
DRILLING EQUIPMEIiT: Hand Auger
STATIC DTW My Not Encountered BOREHOLE DEPTH (1): 5.0
DRILLING METHOD: Hand Auger
WELL CASING DIA. (in): — BOREHOLE DIA. (in): 2
SAMPLING EOUIPMENT: Grab
LOGGED BY-. PH CHECKED BY: SC
V . U)
Description
.2
CL
E
E
AV
8 13
I-
09L
Topsoil
t-M,-Lo-os-e.-fi--fo-i-d-----a-iin
ne m jurn grain
SM
yellowish brown, moist.
&�,Io-ciii-tCrriWiuini�nsi. Wn-e Fo iReidiu-m-graFne7d iia -9ra-ve-1.
yellowish brown to grayish brown, moist.
Borehole terminated at 5 feet.
PROJECT: Frances Andemn Center
WELL / PROBEHOLE / BOREHOLE NO
LOCATION: 700 Main St, Edmonds, WA
PROJECT NUMBER:
HB-3 PAGE 1 OF I
DRILLING / INSTALLATION'
NORTHING (ft): EASTING (ft):
STARTED 619115 COMPLETED: WW15
LAT: LONG:
GROUND ELEV (ft): TOC ELEV (ft):
DRILLING COMPANY:
INITIAL DTW (ft): Not Encountered WELL DEPTH (ft): —
DRILLING EOUIPMENT: Hand Auger
STATIC DTw (fty Not Encountered BOREHOLE DEPTH (ft): 6.0
DRILLING METHOD: Hand Auger
WELL CASING DIA. (in): — BOREHOLE DIA. (in): 2
SAMPLING EQUIPMENT: Grab
LOGGED BY: PH CHECKED BY: SC
CO
0
U)
Description
I
-d
I j
1
0
I ej
K i
j-
Topsoil
--
H
----------------------------------
S -
SP-SM; Loose, fine to medium grained sand with gravel and sift,
SM
yellowish brown, moist.
sk
- - - - - - - - - - - - - - - - - - - -
s0�1-66ii-t6irie-6um Uin-ie-, fine to medium grained sand with gravel,
yellowish brown to grayish brown, moist.
5-
Borehole terminaFciU at 6 feet.
0
M E M 0 R A N D U M
December 5, 1991
TO: Peter Hahn, Community Services Director
VIA: Bob Alberts, City En eer
FROM: Gordy Hyde, Engineering Coordinator
SUBJECT: COUNCIL COMMITTEE MEETING OF NOVEMBER 12, 1991
The Engineering Division had three items of interest at the subject
meeting. A summary of committee comments/decisions on those items.
follows:
1. Revise parking at library
Roger Hertrich-and Bill Kasper both questioned why we proposed
exposed aggregate. I indicated that it was to present a contrast
to the existing broomed finish sidewalk. Roger Hertrich commented
that a three foot extension seemed excessive. He thought eighteen
inches would be more appropriate. The committee approved the
proposal.
2. 164th St. development requirements
The committee members concurred with staff that improvements had
to conform to street standards unless adjacent property owners
applied for a street vacation. The committee recommended that the
property owner at the end of the unopened right-of-way who wants
to build a SFR could then.purchase the vacated right-of-way and
develop it to driveway standards or street standards depending
upon the level of development.
3. Parking lot at SR 104 and Dayton
Roger Hertrich suggested that staff pursue Washington State
Department of Transportation taking over the temporary parking lot
for a one to three year time period. The.City would make a
minimal contribution for -landscaping and relax requirements. The
City would apply to have the conditional use permit transferred to
WSDOT and would apply through the Department of Transportation to
have the right-of-way permit extended. The parking would be no
charge. There seemed to be a misunderstanding on the part of the
committee of why this project -would have been dropped from the DOT
plans for the SR 104 overlay and why the Marine Division was
involved.
GCH/sdt
NOVCOMM.MTG/TXTST530
0
J�c
PUBLIC Va.'s MAY,
STREET USE PERMIT APPLICATION � 199,
Date Received
Date Issued
ermit No.
Name of Applicant or Business: Za
Mailing Address: TO. �Bo-le _21Q, Telephone No: 7,71—WI;L
Address of Public Use:_144"Aucnv9, &5f
1. DESCRIBE THE PUBLIC PLACE OR PORTION OF PUBLIC PLACE TO BE UTILIZED:
ng-t- 49" z=aV&La4,1 6� IXA� AiLA, &7_1
Attach an appropriate plot plan or elevation view.
2. SPECIFY THE TYPE OF USE DESIRED:
_rlu"A - 41-
3. SPECIFY LENGTH OF TIME FOR USE Z44- �.4kxbl-
The issuance of this permit is understood by the applicant to be-lo,
temporary nature and that no vested eight is granted.
INDEMNITY: The applicant understands and by his signature to this
application; agrees to hold the City of Edmonds harmless from any
inju.ries, damages or claims of any kjnd or , description whatsoever,
foreseen or -unforeseen, that'*may bd made ag'�tns"t the applicant or the
City of Edmonds, or any of if!�'departments or employees, including but
not limited to the defense or any legal proceedings including defense..
costs, courtrosts, and attorney fees by reason of granting this
permit. In addition the applicant understands that the City shall be.
provided a certificate of insurance to indemnity and hold harmless the
City of Edmonds from all claims and/or property damage, and naming the
City of Edmonds as an additional insured.
CODE APPLICATION:
By signing the application below the applicant warrants.that s/he has
read or had the opportunity to read Chapter 18 of the Edmonds Community
Development Code, and s/he understands that all terms of that Ordinance
are incorporated herein as if set forth in full and this application
and permit therefore are subject to the terms of that Chapter.
ppl i cant SAgwMre
te
Page 6 of 8
1/89
Street Use Permit Application
Page Two
SIGNATURE OF APPROVAL FROM ABUTTING PROPERTY OWNERS
When applicable;,if the street use proposal is for utilization of City
right-of-way that may directly impact any adjacent business or private
property owners, the applicant shall -obtain written approval from the
neighbors. (This requirement will be evaluated by the City after
initial submittal -of the permit has been made by the applicant.)
SIGNATURE PRINTED NAME ADDRESS DATE
DO NOT WRITE BELOW THIS LINE FOR CITY USE ONLY
City Council Approval Date , -
ADB Approval Date
Certificate Of Insurance Posted . Bond Required,
SIGNATURES'OF,PERMIT APPROVAL.FOR'ISSUANCE
Fi re Department Da te H - ct-
Police Department Date L/
Engineering Dept Date S---
Building Official Date S-16
Public Works Date
REMARKS/COMMENTS:
PERMIT NO. 9/- / -DATE OF
RELEASED BrJ. 2yded::2&_ RECEIPT
BUILDING PERMIT NO.
Page 7 of 8
1/89
ISSUANCE
NO. IVY911140
9
L A
l
ISSUE DATE (MM/DD/YY)
CERTIFICATE OF INSURANCE,_.
t/11/91
PRODUCER
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO
RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EX-
TEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW
REDMOND GENERAL INS & SMITH
MARTIN LEWIS INC
COMPANIES AFFORDING COVERAGE
P 0 BOX E147
REDMOND WA 78073 COMPANY
LETTER A U S F & G
CODE SUB -CODE
COMPANY
B
INSURED LEITER
EDMONDS ART FESTIVAL COMPANY
MUSEUM LETTER C
C/O 19?18 88TH AVE W COMPANY
EDMONDS WA 9802C-11 LETTER D
COMPANY
E
LETTER
COVERAGES,
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD IN-
DICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CER-
TIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLU-
SIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
Co
LTR
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
DATE (MM/DDIYY)
POLICY EXPIRATION
DATE (MMIDD/YY)
.e
ALL LIMITS IN THOUSANDS
GENE �At_ AGGZ�WE Ji- 0
Z' -
-�E;�RAL LIABILITY
COMMERCIAL GENERAL LIABILITY
PRODUCTS - COMPIOPS AGGREGATE 2, 000
7 CLAIMS MADE Fj OCCUR.
PERSONAL & ADVERTISING INJURY 1,0(--)()
OWNER'S & CONTRACTOR'S PROT.
EACH OCCURRENCE 1. , ono
FIRE DAMAGE (Any one fire) 50
MED. EXPENSE (Any one person)
AUTOMOBILE LIABILITY
COMBINED
ANY AUTO
SINGLE
LIMIT
ALL OWNED AUTOS
BODILY
SCHEDULED AUTOS
INJURY
(Per person)
HIRED AUTOS
BODILY
NON -OWNED AUTOS
INJURY
(Per accident)
GARAGE LIABILITY
PROPERTY
DAMAGE
EXCESS LIABILITY
EACH AGGREGATE
OCCURRENCE
OTHER THAN UMBRELLA FORM
WORKER'S COMPENSATION
STATUTORY
(EACH ACCIDENT)
AND
(DISEASE — POLICY LIMIT)
EMPLOYERS LIABILITY
(DISEASE — EACH EMPLOYEE)
OTHER
DESCRIPTION OF OPERATIONSfLOCATIONSIVEHICLES/SPECIAL ITEMS
CERTIFICATE HOLDER IS ADDITIONAL INSURED AS RESPECTS
LEASE OF PREMISES AT 70o MAIN STREET EDMONDS WA
TIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
CITY OF EDMONDS-LINDA MCCRYSTL-" MAIL I MAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
FRANCES E ANDERSON CENTER LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO 013LIGATION OR
700 MAIN STREET LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
EDMONDS WA 98020 AUTHORIZED REPRESENTA71VE
WALTER E BREWE CPCU
M
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2
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0
Q
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0
n.
Edmonds
Arts Festival
April 10th, 1991
Dear Neighbor of the Arts Festival,
Our plans are well under way for the 1991 Edmonds Arts Festival which will be the weekend
of June 14, 15 and 16 Once again this year the Mayor and City Council have approved our
plans to close 8thAvenue south between Main andDayton during thefestivalfor theplacement
of food booths and seating.
We will be closing 8th Avenue fiom Thursday, June 13th through Sunday June 17th. The
entrance - to the alley from 9th Street will be marked 'Local Access Only" and will be available
for use by residents.only.
We appreciate your patience, and urge you to call me if you have any questions or wish to talk
with me further. Please leave a message for me at 771-6412, and I will return your call
We hope you enjoy the festival and appreciate your support and understanding. Please don't
hesitate to call if any problems arise during the festival.
Thank you again for your understanding,
Best Regards,
qx4x- -
Pam Inness, President
Edmonds Arts Festival
7P-0. Box 212, Edmonds, Washington 98020
CONTRACT
CITY OF EDMONDS, WASHINGTON
AND
EDMONDS ARTS FESTIVAL AS * SOCIATION, INCORPORATED
'Al -
March 1, 1991 rly �ry 29, 1992
The following is an Agreement between the CITY OF EDMONDS
(hereinafter referred to as the "CITY"), and the EDMONDS ARTS FESTIVAL
ASSOCIATION, INCORPORATED (hereinafter referred to as the "FESTIVAL
ASSOCIATION").
1. Responsibilities of the CITY. The CITY shall pro . vide:
1.1 A meeting room, for forty (40) people on t , he first
Wednesday of each month, from 7,:00-9:30 p.m., except during July,
August, September and December (March 6, April 3, May 1, and June 5,
October 2, November 6, 1991 and January 8, and February 5, 1992). The
FESTIVAL ASSOCIATION is responsible 'for setting up and taking down
chairs and tables for the meeting,' if necessary.
1.2 Rooms 206, 207 and 208 (or other suitable space in the
Frances Anderson Center) on the first'lthree Saturdays of March (March
.2, 9, 16, 1991) from 7:30 a.m. to`!8"�OV`m. Four hundred (400) artists
will be screened during these three diays. City staff will set up eight
(8) tables and thirty (30) chairs in Room 207 on the above mentioned
dates. The FESTIVAL ASSOCIATION will be responsible for the taking
down of cha irs and tables and cleaning up after the screening. The
Festival Director in charge will sign the use permit and check out keys
on Friday, March 1, 1991.
1.3 From June 7 through June 18, 1991, the following rooms
or areas in the Anderson Center (indicated by shading on the attached
plan):
1.3.1 Room 301 will be utilized by the CITY to store
equipment and furniture displaced by the FESTIVAL ASSOCIATION. The
FESTIVAL ASSOCIATION will provide manpower to assist relocating CITY
equipment and furniture to storage rooms. Also, CITY clients will have
access to the weight room (200A). for drop -in use up until noon,
Thursday, June 13, 1991, and startingagain at 8:00 a.m., Monday, June
17, 1991. They will use the alter6at e*.Main Street entrance (no access
through the gym); the CITY Wilji;�`,'secure the hallway between the
gymnasium and the weight room; the�'',;' ha�llway must be cleared during the
Festival.
C -1
1.3.2 In addition, the Library Plaza and the Plaza Meeting
Rooms shall be provided from 8:00 a.m., Thursday, June 6, until
midnight Monday, June 17, 1991.
1.3.3 All of the above -mentioned rooms shall be under the
exclusive control of the FESTIVAL ASSOCIATION during this period due to
the high value of the arts and crafts works that will be located
therein. Although there is not a problem of the hallways being used
during this period (with the exception listed 1.3.4), the FESTIVAL
ASSOCIATION requests that the CITY limit people traffic not related to
the FESTIVAL ASSOCIATION to a minimum. All required keys will be
checked out to the FESTIVAL ASSOCIATION President, or designee, who
will be responsible for locking/u.nlocking rooms and security of all
FESTIVAL ASSOCIATION displays and supplies. The Festival may cover the
vending machines from 12:00 noon, June 13, through June 16, 1991.
1.3.4 During the night of June 13, 1991, the FESTIVAL
ASSOCIATION shall have exclusive control of the above -mentioned rooms
and all hallways starting at 6:00 p.m. During this time the FESTIVAL
ASSOCIATION shall hold the Annual Patrons' Preview from 6:00 p.m. to
12:00 midnight. Alcoholic drinks will be served at the Patrons'
Preview. The lighted display case will be reserved to advertise the
"Run for the Arts" during the hours of the Patrons' Preview, if
requested. The CITY will provide ample, trash cans for the evening of
June 13, 1991.
1.3.5 All outdoor surface.s, to the east and west of Anderson
Center from 8:00 a.m., June 1.2 throughi5:00 p.m., June 18, 1991. The
playfield will be provided for Artists in Action. The FESTIVAL
ASSOCIATION shall have the exclusive use of the playfield and baseball
diamond from 12:00 noon, June 12, 19911.1 The CITY's field liner shall
be reserved for the Festival's use on,June 12, 1991. It is recognized
that the CITY may choose to sprinkle the field prior to the Arts
Festival to reduce dust as watering the field is the only means the
CITY has to control dust. It is re�cognized that the sprinkling system
sha 11 be tu rned of f by 8: 00 a. in. :,�,�Iu:'ne 12, 199 1. In addition to the
playfield, the FESTIVAL ASSOC IAT I ONj�W'�Iha I I be provided the paved area
west of the outdoor stage for the�:If66d concession area. The Library
Plaza to the west of the Anderson.,f,,*(:Ce9ter shall be used for special
functions suitable to the area. The"FESTIVAL ASSOCIATION will utilize
2.
and shall be provided about fifteen (15) picnic tables at the
concession area and about (15) garbage cans around the outside area and
will provide the CITY with a schematic drawing of where they are to be
placed. The FESTIVAL ASSOCIATION will be responsible for providing a
dumpster for trash. The CITY will provide the supply of trash can
liners and the FESTIVAL ASSOCIATION will be billed for the cost of
liners. The CITY will check the stage to insure that it is in safe and
repaired condition.
1.3.6 Eighth Avenue will be closed between Main Street and
Dayton Street for an additional' food concession area and eating
tables. This area is required from 8:00 a.m., June 13, through 12:00
noon, June 17, 1991. The CITY':,,shall provide and install safety
barriers at both ends of the closed street. The FESTIVAL ASSOCIATION
shall obtain a street closure permit as -a part of its obligations under
paragraph 2.4.
1.3.7 The FESTIVAL ASSOCIATION will have exclusive use of
the one parking lot between the Anderson Center and the Edmonds Library
for permit parking from June 14, through June 16, 1991, but allow
handicap permit parking in marked stalls. One load/unload space each
will be marked on Dayton Street and Main Street, and up to two spaces
on 8th Avenue.
1.4 The CITY shall install Festival street banners at all
approved sites. The FESTIVAL ASSOCIATION shall fill out Street Banner
Permit with fees provided for by' this agreement. Four (4) additional
banners (Plaza, east wall of Frances Anderson Center, between fir trees
on ramp and stage backdrop) will be installed by CITY.
1.5 The CITY shall provide fifteen (15) amps of electrical
service to, each duplex outlet; any additional power must be supplied by
the FESTIVAL ASSOCIATION. A FESTIVAL ASSOCIATION representative and a
CITY representative from Public Works will meet prior to June 6, 1991,
to draw up an interior and exte * rlbr.' electrical plan. The FESTIVAL
ASSOCIATION is responsible for ndtlf�ij�g P.U.D. of hookups and schedule
inspection of temporary panels.
1.6 The CITY wi 11 provilde', the FESTIVAL ASSOCIATION wi th - two
dollies to use which should prevent., any damage from moving heavy
objects.
,3.
2.6 The FESTIVAL ASSOCIATION shall provide a fire watch for
all times the buildings and displays are open to the general public.
The CITY Fire Marshal will inspect the Anderson Center with the
FESTIVAL ASSOCIATION President, representative, prior to
,jqo.�,�i,gnated
June 7, 1991, and any potential!J,41� ill be noted. At 9:00 a.m.,
o'b I ems, w
June 14, 1991, the Fire Marshal,, w1i'l 1 brief designated representatives
of the FESTIVAL ASSOCIATION of the location and use of fire apparatus
in the Anderson Center and. Library Plaza Rooms. The FESTIVAL
ASSOCIATION President and appointed representatives will be the
responsible FESTIVAL ASSOCIATION ind ividuals for fire prevention and
fire watch.
2.7 The FESTIVAL ASSOCIATION shall insure that:
2.7.1 Kilns, barbecues, forges, and other sources of heat
shall be insulated from turfed areas to prevent the heat from killing
the grass and sterilizing the soil.
2.7.2 Vehicles will only be allowed on turfed areas to load
and unload, with adjacent streets used for parking during the Arts
Festival. Food Court concessions will use the Main Street entrance for
loading and unloading. The FESTIVAL ASSOCIATION will notify all
individual residents of the affected areas of 8th Avenue and provide
general notice to all the ci ti zens at least two months in advance of
the closure of 8th Avenue.
2.8 The FESTIVAL ASSOCIATION will consider the Anderson
Center tenants and Edmonds Parks *.and Recreation instructors for
inclusion in the Performing Arts Ovents of the Arts Festival.
2.9 The FESTIVAL ASSOCIATION shall submit a cleaning/damage
deposit of $1,000.00 to the CITY prior to June 7, 1991. The deposit
will be refunded to the FESTIVAL ASSOCIATION if, upon inspection, all
is in order, or a prorated portion thereof as may be necessary to
reimburse the CITY for loss or cleaning costs.
2.10 The FESTIVAL ASSOCIATION will pay the CITY a fee of
$1,000.00 for the use and services��,,,�'of' the above -mentioned facilities in
this Contract, and shal I reimburse" the CITY for the actual costs of
supplies furnished by the CITY within'thirty (30) days of mailing of a
final bill by the CITY.
'r'equelsts
3. Notices. All for additional services and
I ItT t
concerns of the FESTIVAL ASSOCIATI:ON.�§hall be directed by the FESTIVAL
ASSOCIATION President to the CITY"s designated representative, Linda
McCrystal.
0
0
ATTEST: .-CITY OF EDMONDS
=rU_ -of -04F 4
4City Clerk Date 111�1:;�M
D a't e
APPROVED AS TO FORM:
Cit6r Attorhe Date
EAFCONT.RAC/TXTADMIN
EDMONDS ARTS FESTIVAL ASSOCIATION
President Date
0
:A—h STAEf7
EDMONDS ARTS FESTrVAL
Frances E. Anderson Center - Edmonds. Washington
Md' -6t
j7
7- �30j,30-32-2a -3- 5:.16,
Wi7r
... .. ..... '92 94
45
so 49 '0 ?.:,2.
C-ILDREM'S Ll
PLAZA
65 6- 63 42 %1 60:59 5. 56 SS454 53
?! am As )o' 3,; 32 33 3-.35 36:3,3.1 .0,
77- 1
:5 2 2 j 7 1 2, 70! -9: .1 16. 13 1- 13:12 1 -1 0 1
-05C G—CE�
FF=�Jz
.A-% r%T-Z% C E
.AIN ST-EE S ,
i �CAD4,6 NOE- S% ENTER
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0 1
LLIJ
-L 0 , f
/7
4FIV
00
STREET USE PERMJqr4ICATION
eived
u e d
i 3N
Permit No. 89-9
Name of Applicant or Business: 5,VM0QV5,, AZT5 V:F,,F7TlV^L--
Mailing Address: P-0, 50y- VIL Telephone No: -774-- 4a+12-
Address of Public Use: -100 MAIO sTaEST
1. DESCRIBE THE PUBLIC PLACE OR PORTION OF PUBLIC PLACE TO BE UTILIZED:
5E;We�W_ t-,AAW A�Qo DAYTOK)
Attach an appropriate pTot plan or elevation view.
2. SPECIFY THE TYPE OF USE DESIRED:
IS-M. FA-
3. SPECIFY LENGTH OF TIME.FOR USE 16 AM j J00F, 15 000K)
The issuance of this permit is understood by the applicant to be of a
temporary nature and that no vested right is granted.
-)u ME I'l,
. leVa-1
INDEMNITY: The applicant understands and by his signature to this
application, agrees to hold the City of Edmonds harmless from any
injuries, damages or claims of any kind or description whatsoever,.
foreseen or unforeseen, that may be made against the applicant or the
City of Edmonds, or any of its departments or employees, including but
not limited to the defense or any legal proceedings including defense
costs, court costs, and attorney fees by reason of granting this
permit. In addition the applicant understands that the City shall be
provided a certificate of insurance to indemnity and hold harmless the
City of Edmonds from all claims and/or property damage, and naming the
City of Edmonds as an additional insured.
CODE APPLICATION:
By signing the application below the applicant warrants that s/he has
read or had the opportunity to read Chapter 18 of the Edmonds Community
Development Code, and s/he understands that all terms of that Ordinance
are incorporated herein as if set forth in full and this application
and permit therefore are subject to the terms of that Chapter.
A. Mtda tmve-1 Ra aeA-
ignature
te
Page 6 of 8
1/89
Street Use Permit Application
Page Two
SIGNATURE OF APPROVAL FROM ABUTTING PROPERTY OWNERS
When applicable; if the street use proposal is for utilization of City
right-of-way that may directly impact any adjacent business or private
property owners, the applicant shall obtain written approval from the
neighbors. (This requirement will be evaluated by the City after
initial submittal of the permit has been made by the applicant.)
SIGNATURE PRINTED NAME ADDRESS DATE
DO NOT WRITE BELOW THIS LINE FOR CITY USE ONLY
City Council Approval Date ADB Approval Date
Certificate Of Insurance Posted Bond Required
SIGNATURES OF PERMIT ARPROV-AL FOR IS30ANCE
Fire Department Date
Police Department Date Z-/�' �7
Engineering Dept 44, e4-�� —Date -/x
Building Official —Date (e Z.
Public Works Date to - @L-
REMARKS/COMMENTS:
PERMIT NO. -9 DATE OF ISSUANCE
RELEASED BY RECEIPT NO.
BUILDING PERMIT NO.
Page 7 of 8
1/89
CONTRACT
CITY OF EDMONDS, WASHINGTON
AND
EDMONDS ARTS FESTIVAL ASSOCIATI'ON, INCORPORATED
March 1, 1989 - February 28, 1990
The following is an Agreement between the CITY OF EDMONDS,
hereinafter referred to as the City, and the EDMONDS ARTS FESTIVAL
ASSOCIATION, INCORPORATED, hereinafter referred to as the Festival
Association . -
1. The City will provide a meeting room for forty (40) people on
the first Wednesday of each month, from 7:00- 9:30 p.m., except
during July, August, September, and December (March 1, April 5, May 3,
and June 7, October 4, November 1, 1989 and and January 3, and February
7, 1990). The Festival Association is responsible for setting up and
taking down chairs and tables for the meeting, if necessary.
2. Rooms 206 and 207 (or other suitable space in the Frances
Anderson Center) will be needed on the first three Saturdays of March
(March 4, 11, 18, 1989) from 7:30 a.m. to 8:00 p.m. Three hundred
(300) artists will be screened during these three days. Eight (8)
tables, six (6) easels, and thirty (30) chairs will be needed for Room
207 on the above mentioned dates. The Festival Association will be
responsible for the setting up and taking down of chairs and tables
and cleaning up -after screening. The Festival Director in charge will
sign the use permit and check out keys on Friday, March 3, 1989.
3. Room 208 (or other suitable space) will be needed on June 6,
1989, from 7:30 to 9:00 p.m. for a training session of Festival
hostesses-
4.a. From June 9 through June 20, 1989, the following rooms in the
Anderson Center (indicated by shading on the attached plan).will be
required. As in prior years, Room 301 is needed by the City to store
equipment and -furniture displaced by the Festival Association. The
Festival Association will.provide manpower to assist relocating City
equipment and furniture to storage rooms. Also, City clients will have
access to the weight room (200A) for drop -in use up until noon,
Thursday, June 15, 1989, and starting again 8:00 a.m., Monday, June
19, 1989. They will use the alternate Main Street entrance; the
City will secure the hallway between the gymnasium and the weight room;
the hallway must be cleared during the Festival.
I
4.b. In addition, the Library Plaza and the Plaza Meeting Rooms
are requested from 8:00 a.m., Friday, June 9, through midnight -Monday,
June 19, 1989.
4.c. All of the above mentioned rooms will be under the
exclusive control of the Festival Association during this period due to
the high value of the arts and crafts works that will be located
1 .
I
0
therein. Although there is not a problem of the hallways being used
during this period (with.the one exception listed in 4.d.), the
Festival Association wishes people traffic not related to the
Festival Association to be kept to a minimum. All required keys
will be checked out to the Festival Association President, or designee,
who will be responsible for locking/unlocking rooms and security of all
Festival Association displays and supplies. The Festival may cover the
vending machines from 12:00 Noon, June 15, through June 18, 1989.
4.d. During the night of June 15, 1989, the Festival
Association must have exclusive control of the above -mentioned rooms
and the main hallway from the Main Street Entrance (north) and the
lower hallways (except south). During this time the Festival
Association wi'll hold the Annual Patrons' Preview from 6:00 p.m. to
12:00 midnight. Alcoholic drinks will be served at the Patrons'
Preview. The lighted display case will be reserved to advertise the
"Run for the Arts" during the hours of the Patron's Preview, if
requested. The City will provide ample trash cans for the evening of
June 15, 1989.
4.e. The Festival Association is responsible for all
permits and security needed for the Arts Festival activities,
and the Anderson Center's common areas on the first ' main, and third
floors, and rented rooms from 12:00 noon, June 15, 1989, through
12:00 midnight June 19, 1989, including the Library Plaza.
4.f. All outdoor surfaces to the east and west of Anderson
Center will be required from June 15 through 5:00 p.m." June 20, 1989.
The playfield will be required for Artists in Action. The
Festival Association requires the exclusive use of the playfield and
baseball diamond from 12:00 noon., June 14, 1989. The City's
field liner will be reserved for the Festival's use on June 14, 1989.
It is recognized that the City may choose to sprinkle the field
prior- to the Arts Festival to reduce dust as watering the field is
the only means the City has to control dust. It is recognized that
.the sprinkling system must be turned off by 8:00 a.m., June 14, 1989.
In addition to the playfield, the Festival Association requires the
paved area east of the outdoor stage for the performing arts, and
the paved area west of the outdoor stage for the food concession
area. The basketball hoops will be taken down by the City by 8:00
a.m., June 14, 1989. The Library Plaza to the west of the Anderson
Center will be used for special functions suitable to the area.
The Festival Association requires about fifteen (15) picnic tables
at the concession area and about fifteen (15) garbage cans around
the outside area and will provide the City with a schematic drawing
of where they are to be placed. The Festival will be responsible for
providing a dumpster for trash. The City will provide the supply of
trash can liners* and the Festival will be billed for the cost of the
liners.
2.
4.9. Eighth Avenue will be closed between Main Street and
Dayton Street for an additional food concession area and eating
tables. This area is required from 8:00 a.m'., June 15, through 12:00
noon, June 19, 1989. The City will provide and install safety barriers
at both ends of the closed street. The Festival Association will
obtain street closure permit with fees included in this contract.
4.h. The City will install Festival street banners at all approved'
sites. The Festival Association will fill out Street Banner Permit
with fees included in this contract.
5. The Festival Association covenants and agrees to obtain a
liability insurance policy with a minimum public liability coverage of
$1,000,000, and $50,000 for property damage for the period stated in
this Contract (June 9, through June 20, 1989). A copy of this policy
shall be submitted to the Parks and Recreation Division prior to June
9, 1989.
6. Displays and artworks cannot be hung from conduits or
sprinkler pipes. The Festival Association will be responsible for
removing all paint, wires, and modifications made to the building for
the Arts Festival. The Festival may use the battens and rigging in the
gym to hang banners.
6.a. The Festival Association will be responsible for picking up
all trash and removing all items and equipment related to the Arts
Festival Association. This includes the grounds as well as the
buildings. The City will provide the Festival with one mop, pail, and
broom to use for cleanup, supplies for the toilet facilities, and a key
to the dispenser. The Festival Association will provide sufficie.nt
portable sani-cans and wash stations.
6.b.- The Festival"Association will be responsible for cleaning
rugs, floors, stairs, and restoring the buildings to their original
condition. The Festival Association will pay for special cleaning of
both paved food concession areas and restore them to their original
condition. Disposal of waste water will be according to City policy.
7. A Festival Association representative will meet with a
member of the City's Parks and Recreation Department prior to June 9,
1989 and on June 20, 1989 to inspect the facility so that there is
agreement between the City and the Festival Association as to the
condition of the Anderson Center, the Plaza Rooms, and outside
areas.
8. The Festival Association will provide a fire watch for all
times the buildings and displays are open to the general public.
The City Fire Marshal will inspect the Anderson Center with the -
Association President, or designated representative, prior to June
9, 1989, and all potential problems will be noted.- At 9:00 a.m.,
June 16, 1989, the Fire Marshal will brief selected individuals of the
Festival Association of the location and use of fire apparatus in the
Anderson Center and Library Plaza Rooms. The Association President
and appointed representative will be the responsible Festival
Association individuals for fire prevention and fire watch.
3.
9. Kilns, barbeques, forges, and other sources of heat shall be
insulated from turfed areas to prevent the heat from killing the grass
and sterilizing the soil. Vehicles will only be allowed on turfed
areas to load and unload, with adjacent streets used for parking
during the Arts Festival. The Festival Association will have exclusive
use of the one parking lot between the Anderson Center and the Edmonds
Library for permit parking from June 16, through June 18, 1989, but
allow handicap permit parking in marked stalls. One load/unload space
will be marked on Dayton Street and Main Street, and up to two spaces
on 8th Avenue.
10. The Festival Association will cons ' ider the Anderson Center
tenants and Edmonds Parks and Recreation instructors for the
Performing Arts events of the Arts Festival. .1
11. The City will provide fifteen (15) amps of electrical
service to each duplex outlet; any additional power must be supplied by
the Festival Association. A Festival representative and a City
representative from Public Works will meet prior to June 8, 1989, to
draw up an interior and exterior electrical plan.
12. The Edmonds Parks and Recreation Division and Public Works
Div.ision will cooperate in all things and will give as much assistance
as- the Divisions' resources permit to make the Arts Festival a
success.
13. All requests for additional services and concerns of the
Festival Association shall be directed by the Festival Association
President to the City's representative, Linda McCrystal.
14. A cleaning/damage deposit of $1,000.00 shall be submitted to
the City of Edmonds prior to June 9, 1989. The deposit will be
refunded to the Festival Association if, upon inspection, all is in
order. The City will provide the Festival with two dollies to use
which should prevent any damage from moving heavy objects.
15. The Festival Association will pay the City of Edmonds a fee
of $1,000.00 for the use and services of the above -mentioned
facilities in this Contract, plus costs of supplies furnished by'the
city.
4.
� 0
0—
ATTEST:
CITY OF EDMONDS
"'Citf Clerk Date Difte-7
APPROVED AS TO FORM:
312- IM
CUT-9—fto rney DAte
ARTSFEST/TXTARTS
EDMONDS ARTS FESTIVAL
PresicLefit Date
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CERTIFICK,
PRODUCER
*ITH, MARTIN & LEWIS, INC.
750-3rd Avenue N.E., Suite 306
Seattle, Washington 98115
�(206) 527-5290
CODE SUB -CODE
INSURED
EDMONDS ART FESTIVAL MUSEUM
c/o Ruth Meyers
9222 Sierra Street
Edmonds, Washington 98020
NINSURANCE, ISSUE DATE (MM/DD/YY)
1/11/89
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW
COMPANIES AFFORDING COVERAGE
COMPAN
LETTER A UNITED STATES FIDELITY & GUARANTY COMPANY
COMPAN
LETTER B
COMPANY c
LETTER
COMPAN
LETTER D
COMPAN
LETTER E
COVERAGES,
%
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN
MAY HAVE BEEN REDUCED BY PAID CLAIMS.
Coi TYPE OF INSURANCE POLICY NUMBER
2
LTR:
POLICY EFFECTIVE POLICY EXPIRATION, ALL LIMITS IN THOUSANDS
DATE (MM/DD/YY) DATE (MM/DD/YY)
GENERAL LIABILITY
GENERAL AGGREGATE s 2,000
A :Fk COMMERCIAL GENERAL LIABILITY:�
PRODUCTS-COMPIOPS AGGREGATE�: s 2,000
CLAIMS MADE X OCCUR.� 1CC090-151523
1-20-89 1-20-90 PERSONAL & ADVERTISING INJURY $ 1 , 000
OWNER'S & CONTRACTOR'S PROV
EACH OCCURRENCE $ 1,000
FIRE DAMAGE (Any one fire) 50
$
I ME DICAL EXPENSE (Any one person): $ 5
COMBINED
SINGLE $
ANY AUTO
LIMIT
ALL OWNED AUTOS
BODILY
INJURY $
SCHEDULED AUTOS
(Per person)
HIRED AUTOS
BODILY
INJURY $
NON -OWNED AUTOS
i (Per accidentj
GARAGE LIABILITY
PROPERTY
DAMAGE
EXCESS LIABILITY
I EACH AGGREGATE
OCCURRENCE;
$ $
OTHER THAN UMBRELLA FORM
WORKER'S COMPENSATION
AND
EMPLOYERS' LIABILITY
OTHER
STATUTORY
$ (EACH ACCIDENT)
$ (DISEASE -POLICY LIMIT)
$ (DISEASE -EACH EM - PLOYEEI
DESCRIPTION OF 0 PE RATIO NS/LOCATIO NSIVEHICLESIRESTRI CTIONS/SPECIAL ITEMS
Certificate Holder is named as Additional Insured as respects lease of premises at
700 Main Street, Edmonds, Washington 98020
CERTIFICATE HOLDER
CANCELLATION
CITY OF EDMONDS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
9 Linda McCrystal EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
n'derson Center MAIL TEN DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
700 Main Street LEFT, BUT FAILURE TO MAIL SUCH NOT;IC;E SH L IMPOSE NO OBLIWTION OR
LIABILITY OF ANY KIND UPON THE COMP #AGENTS QQ"P NTATIVES.
Edmonds, WA 98020 .011! 01=
ACORD 25-S (3/88)
AUTHORIZED REPRESENTATIVE
Walter E. Brewe, CPCU eviotrIc-
CACORD-CORPORATION79881
CITY F EDMONDS D TE RECEIVED
COMMUNITY SERVICES DEPARTMENT
250 5th Ave N DATE ISSUED
771-3202
L5PERMIT NO._ LJ 7
APPLICATION FOR STREET USE PERMIT
Name of Applicant: Z-1Q1k,40A1,V_r
Mailing Address:
794-
'/A_
E4-/1
2�-i t -
Telephone Number: 776 -,,7-,6 6 Date: � �—F
044144C�7
Description of Public Place or Portion thereof desired to be used: (exhibit
m y be attached)
y
4;W7
ype of Use desired mad of Public Place:
e- OA-4 0 AJOS r45;:777�-�Aj,, 4 c—
If applicable, attach plans and specifications for any util t or structure to
be erected and/or maintained on the Public Place:
10,
TEMPORARY PERMIT: Unless otherwise designated herein, this permit is understood
by applicant to be wholly of a temporary nature, that it vests no permanent right
whatsoever. If the permitted use becomes dangerous or such structure shall
become insecure or unsafe or shall not be constructed, maintained or used in
accordance with the provisions of this title, the same may be revoked and the
structure and obstructions ordered.removed by order of the City Engineer. If th.is
application is for a specified 0, d f time, the terms of said application is:
INDEMNITY: Applicant understands and by his signature to this application, agrees
to hold the City of Edmonds harmless from any injuries, damages or claims of any
kind or description whatsoever, foreseen or unforeseen, that may be made against
the applicant or the City of Edmonds, or any of its department or employees,
including but not limited to the defense or any legal proceedings including defence
costs, court costs, and attorney fees by reason of granting this permit. In
addition, applicant understands that the City shall -be provided a certificate of
insurance to indemnify and hold the City of Edmonds harmless from all claims
and/or property damage, naming the City of Edmonds as an also insured.
APPLICATION
OF CHAPTER 18.70 OF THE
COMMUNITY DEVELOPMENT
CODE: Applicant warrants
that he has
read, or had the opportunity
to read, Chapter
18.70 of the Community
Development
Code, attached herewith,
and understands that
all terms of that
Ordinance are
incorporated herein as
if set forth in full
and this application
and permit
therefore are subject to
the terms of that Chapter of the Edmonds City
Code.
pplicant's
§i ri-ature
Ddte
1.14
City of Edmonds, Community Services Department
APPLICATION FOR STREET USE PERMIT - - Page 2
0 Approval (and Agreement, if applicable) of Abutting Property Owners:
SIGNATURE
PRINTED NAME
ADDRESS
DAT E
DO NOT WRITE BELOW THIS LINE (To be completed by Issuing Agency)
City Council Approval (ff applAtable) (Attach Minute Entry): 20—Ol/ �02W
ADB Approval (if applicable) (Attach Minute Entry): .1VdrAA0111111?z4
i-/�; 4�nz
Building Official Approval (if applicable):
6,-Signature Date
Provision for Indemnity:
0
Terms and Provision of Performance Bond, if applicable:
PERMIT AUTHORIZATION BY:
Mr. ksm�=On
PERMIT NO.
?7'7--
Date Issued :
jO�zp
Permit Fee: &'er- t "'11V4D
RELEASED BY
JZ6
RECEIPT NO.
BUILDING PERMIT # IP14
Remarks/Comments:
FIRE DEPARTMENT APPROVAL
POLICE DEPARTMENT APPROVAL
ENGINEERING DEPARTMENT APPROV
E
DATE
PATE 1 —141
PATE e7
CITY OF EDMONDS
COMMUNITY SERVICES DEPARTMENT
0 250 5th Ave N
771-3202
AN, 04-1987 APPLICATION FOR STREET USE PERMIT
PUBUC WORKS
DATE RECEIVED____j1&ZJ87
DATE ISSUED & 11-7 /'9-7
PERMIT NO. P-5-
Name of Applicant: )ee� A-zle-N-1V414--5-
Mailing Address: /;1 41t) '57--
Telephone Number: 3 o'3-5' Date:
Description of Public Place or Portion thereof desired to be used: (exhibit
may be attached)
Type of Use desired
to be
made of
Public Place:
wv/v IQ4
01
20,
/ff
4,100
7 Itn /29
11'0941
If applicable, attach plans and specifications for any�utility or structurell"'Z,,,
be erected..and/or maintained on the Public Place:
TEMPORARY PERMIT: Unless otherwise designated herein'. this permit' is understood
by applicant to be wholly of a temporary nature, that it vests no permanent right
whatsoever. If the permitted use becomes dangerous or such structure shall
become insecure or unsafe or shall not be constructed, maintained or used in
accordance with the provisions of this title, the same may be revoked and the
structure and obstructions ordered removed by order of the City Engineer. If th.is
application is for a specified period of time, the terms of said application is:
INDEMNITY: Applicant understands and by his signature to this application, agrees
to hold the City of Edmonds harmless from any injuries, damages or claims of any
kind or description whatsoever, foreseen or.unforeseen, that may be made against
the applicant or the City of Edmonds, or any of its department or employees,
including but not limited to the defense or any legal proceedings including defence
costs, court costs, and attorney fees by reason of granting this permit. In
addition, applicant understands that the City shall -be provided a certificate of
insurance to indemnify and hold the City of Edmonds harmless from all claims
and/or property damage, naming the City of Edmonds as an also insured.
APPLICATION OF CHAPTER 18.70 OF THE COMMUNITY DEVELOPMENT CODE: Applicant warrants
that he has read, or had the opportunity to read, Chapter 18.70 of the Community
Development Code, attached herewith, and understands that all terms of that
Ordinance are incorporated herein as if set forth in full and this application
and permit therefore are subject to the terms of that Chapter of the Edmonds City
Code.
eq;0
AA � i,--, � ci�
�P-Tic�nt's Si ture
tity of Edmonds, Communi y Services Department
APPLICATION FOR STREET USE PERMIT - - Paqe 2
Approval (and Agreement, if applicable) of Abutting Property Owners:
SIGNATURE PRINTEP—NAM- ADDRESS DATE
DO NOT WRITE BELOW THIS LINE (To be completed by Issuing Agency)
City Council Approval (if applAcable)(Attach.Minute Entry):
.ADB Approval (if applicable)(Attach Minute Entry): _44 -
Building Official Approval (if applicable): A/X�
Signature Date
Provision for Indemnity: re-owtots ce�h-hcg-&=l
I L/
Terms and Provision of Performance Bond, if applicable:
PERMIT AUTHORIZATION BY: eg,�� 'e, '0��
Sign&Yure Date
PERMIT NO.
RELEASED BY
Remarks/Comments:
FIRE DEPARTMENT APPROVAL
POLICE DEPARTMENT
Date Issued: 691171a
RECEIPT NO. '4112-
ENGINEERING DEPARTMENT APPROVAL
0
Permit Fee: 426-00
BUILDING PERMIT F lvltq
DATE 6 - /,(-- e 2
DATE 6-16 47
DATE
k
WEST ATI- 7LET-I-C
,S--,,,,
0 0 Long Distance Running Sanctions Chairman:
70 Carole Langenbach
A Track and Field 4261 S. 184th St.
LA
Cross Country Seattle, WA 98188
Race Walking March 1987 (206)433-8868
NAC
LIABILITY INSURANCE COVERAGE FOR PNAC-SANCTIONED EVENTS
The PNAC, as an Association of The Athletics Congress, is empowered to
sanction (approve) local'running, race'walking, and track and field events
which.meet standards of safety and organization.
The Athletics Congress has a Comprehensive General Liability policy
which -also protects events sanctioned by TAC (PNAC), directors and sponsors
of sanctioned events, all member clubs, organized and supervised practices
directly relating to a sanctioned.event,.all Association officers, and
registered athletes participating in sanctioned.events. This coverage
applies'only to Bodily Injury or Property Damage caused or alleged to have
been caused by the above to the public.
Insurance Company:
Policy Period:
Policy Number:
CL50-1929
CL50-1930
Summary of Coverage
Total limit:
Unigard Indemnity Company,
a subsidiary of John Hancock
Property & Casualty Company
April 15, 1986 - April 15, 1993
Limit:
$250,000 per occurrence
$750 1 000 per occurrence in
excess of $250, 000.
$750,000 aggregate
$1,000,000
Extensions of Coverage
1. Contractual liability.
2. Personal injury
3. Premises medical payments
(not athletes' medical expenses)
4. Host liquor law liability
5. Fire legal liability
6. Broad form property damage
7. Incidental malpractice.
(not licensed physicians
working at event)
8. Limited worldwide liability
9. Additional persons insured
(employees and volunteers)
10. Extended bodily injury
The policy does not cover: claims arising from operation or use
;Z
of automobile, or
damage to or loss of owned equipment.
HOW TO GET A SANCTION:'
The applicant must complete an.application for sanction and submit
with fees to the PNAC. There are two fees; the local fee schedule is
explained on the application; the national fee schedule is as follows:
1-100 entrants $ 15-00 1001-3,000 entrants $ 250.00
101-250 25.00 3001-6,000 600.00
251-500 50-00 600l-15',000 1 0500.00
501-1000 100.00
For the nati.onal fee, make the check payable to TAC. For the
local fee, make the check out to PNAC. Send.both fees -to PNAC
with the application (address above).
r�fE ANI L7CS
CON IR SS
_1SA
0
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is
CITY OF EDMONDS
CIVIC CENTER * EDMONDS, WASHINGTON 98020 * (206) 775-2525
March 25, 1987
Dr. Michael Medin
Edmonds Road Runners
437 Fifth Avenue South
Edmonds, WA 98020
Dear Runners:
LARRY S. NAUGHTEN
MAYOR
The City is very happy to once again support the annual "Run for the
Arts" on Saturday, June 20, 1987, from 9:00 A.M. to 10:00 A.M.
I will notify Bobby Mills and Police Chief Dan Prinz so that this
event can be coordinated.
Sincerely,
CITY OF EDMONDS
. Naug en
MAayor Z
LSN/db
cc: Bobby Mills, Public Works Superintendent
Dan Prinz, Police Chief
0
40
CITY OF EDMONDS
CIVIC CENTER a EDMONDS, WASHINGTON 98020 * (206) 775-2525
POLICE DEPARTMENT
March 19, 1987
Dr. Michael Medin
437 5th Avenue South
Edmonds, M 98020
Dear Mike:
LARRY S. NAUGHTEN
MAYOR
I am aware of your interest in having another race in Edmonds
the morning of.June 20, 1987. Please contact me when you are
ready to discuss the plans.
We are looking forward to working with you to ensure another
successful event.
Very truly yours,
Dan Prinz
Chief of Police
DP/aeu
0
is
0
CITY OF EDMONDS.
CIVIC CENTER - EDMONDS, WASHINGTON 98020 - (206) 775-2525
FIRE DEPARTMENT
March 18, 1987
LARRY S. NAUGHTEN
MAYOR
Dr. Michael W. Medin
437-5th Avenue South
Edmonds, WA 98020
Dear Mike,
The 'Fire Department sees no problems with the upcoming 5 mile
run in our city. Our only request is that you advise us in advance
the route of the race. Also, the exact date and starting time.
We will use the Fire Department Snorkel to start the race,
again this year if you so desire.
JDW: be
Sincerely,
c-kk- �D'C. ) Wlfei n
F re Chief
CASPrr7R6
�T
STAR'
41,4
GLEN
7
A vE.
AWARDS
5-Mile Race: Commissioned art for first through third place
male and female overall winners. Awards through third
place in age divisions: male/female 121under; 13-15; 16-19;
20-29; 30-34; 35-39; 40-44; 45-49; 50-59; 60-69; 70 and over.
Fun Run: First through third place to male and female
overall winners. First through 12th place ribbons awarded to
12 and under" age division.
NISH
'__7 _ah_f
L a�rj
A vE.
W�ALJVU-r 9T.
5r,- AVE
2
A PERFECT
TUNE-UP FOR ELM
THE CASCADE
RUN OFF!
L _J L)Ay_ro�4
I
arm A:
AvE:
IW-r-OAVE
&3URSE
We 5-mile TAC certified course will start on 6th Ave.,
adjacent to the Edmonds Civic Center. The moderately hilly
course will run through scenic downtown and residential
Edmonds with a fast finish downhill to the Edmonds Civic
Center track.
Clothing check is available day of race at the Start/Finish
line. We are not responsible for lost or stolen articles.
Traffic: This race is for runners only. Unregistered runners,
unauthorized vehicles, bicycles, skateboards, rollerskates,
strollers, carts and dogs strictly prohibited on the course by
city ordinance and for runner safety.
A:
L! A�J:
SPLITS AND AID STATIONS
Splits will be called at each mile. One water station at
approximately 3 miles. Aid station will be positioned at the
start/fintsh line
PNAC 5-Mile Mastas Championship: TAC membership
is required to be eligible for Masters Championship awards
and MUST be on your entry form. The first male and
female TAC member in the 40-44; 45-49; 50-59; 60-69; 70
and over age divisions will receive a PNAC Championship
patch according to PNAC Rulings.
Random Prize Drawings: including an overnight trip for
two to Victoria, B.C., on the Princess Marguerite (courtesy
of Westgate Travel) will be presented during the awards
ceremony. Anyone may register day of race for random
prizes. You must be present to win.
Results: Individual, computer -generated by MOVING LEGS.
Complete results at Changes, Harbor Square, Edmonds,
778-4241, and at Moving Legs, 7811 Aurora Ave. N., Seattle,
783-8546.
ENTRY FEES (BOTH RUNS)
Must be Postmarked by June 14, 1987.
$9.00 Ages 11 and over ($12.00 LATE REGISTRATION).
$7.00 Ages 10 and under ($10.00 LATE REGISTRATION).
$7.00 for Senior Citizens (Ages 65 and better).
$1.00 off for TAC members with a 1987 coupon (must
accompany entry form).
The above registration fees include a high quality 50150
4-color t-shirt.
$5.00 registration without t-shirt.
Late Registration is from June 15, 1987 to day -of -race.
$12.00 (ages 11 and over). $10.00 (ages 10 and under)
A limited number of t-shirts will be available for day -of -race
registrants. The rest will be mailed.
Caution: As with most sports, road running involves a
number of inherent risks, including, but not limited to, falls,
contact with other participants or spectators, the effects of
weather, including high heat and/or humidity, traffic and
road conditions. In submitting your entry, you are
acknowledging your awareness and assumption of all risks
associated with road running events and are certifying that
you are medically and physically fit enough to safely
complete this event. 0
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The Edmonds Run for the Arts annually features a different
style of Art. This year Galen Burrell of Bainbridge Island,
Washington, was commissioned for his wildlife photography.
Mr. Burrell has been published in Eddie Bauer catalogs and
Preeting cards as well as several books of his own photography
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The Edmonds Run for the Arts is a non-profit event made
possible by the Edmonds Road Runners, generous support of
major sponsors, cooperation of the City of Edmonds and the
efforts of many volunteers.
CHRNGC:S
bruf-few'y
in edmonds
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SAAB
Swattle on
Hotel&Tbwers Edmo,ds
P-0. .1 ITT
Sdxoifds
REALTY, INC-
ACTION ATHLETICS, JOHN BECK,
DOWNEY PRESS, McDONALDS at WESTGATE,
PSSC LITHO, PATTI SULLIVAN
& WESTGATE TRAVEL.
LATE REGISTRATION AND
PACKET PICK-UP
Wednesday and Thursday, June 17 & 18
12:00 noon-6:00 p.m.
Friday, June 19
12:00 noon-8:00 p.m.
CHANGES
Harbor Square
120 West Dayton
Edmonds, WA 98020
,diTig-4241
Applications can 1wed up at the Edmonds' Westgate Olson's and
in local running stores.
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MEMO TO: Building Division
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FROM: Engineering Division
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SUBJECT: �ro Ala.flq.
After review of the subject Building Permit application, we have
the following comments:
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1. Connection to City water system required.
2. 'Connection to Citv sanitary sewer system reauired.
3, Right-of-way Permit required for any work on City property . .
4,_—Driveway slope not to exceed 14%.
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Special Requirements listed in mem to C=Lmity Development Department,
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REPORT OF
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--------------
491- -14
SOILS INVESTIGATION
PROPOSEDIEDMONDS/SNO—ISLE REGIONAL LIBRARY
EDMONDS, WASHINGTON
RECEIVED
JUN - 4 2007
BUILDING DEPT.
nv
CITY Cor I
GeoEngineers, Inc.
Consulting Geotechnical Engineers and Geologists
I X
GeoEngineers, Inc.
Consulting Geotechnical Engineers and Geologists
January 30, 1981
City of Edmonds
Edmonds Civic Center
Edmonds, Washington 98020
Attention: Mr. Fred Herzberg
Director of Public Works
_7 D
R_ B 2 1 -9 8 1
Dir. Ot Public Works
Proposed Edmonds/Sno-Isle Regional Library
Edmonds, Washington
File No. 138-01
Gentlemen:
We are pleased to submit three copies of our Report of Soils Investigation
for the subject project. The scope of our work was developed after reviewing
preliminary drawings on the project provided by Arai/Jackson Architects and
Desianers and a visit to the site to observe existing surface conditions. The
scope of our services is described in our proposal letter dated November 7, 1980.
Contractual terms were discussed on several occasions with Mr. Jim Jessel and
confirmed in letters dated December 1, 12,and 18, 1980. Authorization for our
work was provided verbally by Mr. Jessel on December 17.
We appreciate this opportunity to be of service to you and are available to
discuss this report and assist you in any further aspects of the project as ap-
propriate.
Yours very truly,
G gineers,
c K. T
k: uttle
si nt
wd resident
cc: Mr. Jim Jessel
Director of Parks & Recreation
Mr. Otello Zanchettin
Arai/Jackson Architects & Designers
1.100 19th Ave. E., Seattle 98112
2020 - 124th Ave N.E. - Suite 201 - P.O. Box 6325 * Bellevue, Washington 98007 o (206) 881-7900
REPORT OF
SOILS INVESTIGATION
PROPOSED EDMONDS/SNO-ISLE REGIONAL LIBRARY
EDMONDS, WASHINGTON
INTRODUCTION
The results of our sails investigation for the planned Regional Library in
Edmonds, Washington are presented in this report. The site is located between
Main and Dayton Streets and east of Durbin Street adjacent to the Anderson Cul-
tural and Leisure Center. The east end of the site abuts this building.
The project to be constructed on two levels consists of a centralized
building and ad I jacent parking areas. The lower or "library" level of the build-
ing will consist of the main library with its associated offices, lounges, rest -
rooms, and display area. The upper or "plaza" level will consist of a large
meeting room, mechanical room and kitchen in addition to.a public plaza. Covered
parking would be provided at the east end of the library building. Additional
library level parking would be located along the west end of the project site.
Locacions of the library building and parking areas are shown on the Site Plan,
Plate 1.
We understand that maximum total design column loads for the new construction
will range up to about 750 to 800 kips. Column spacing will be on the order of
34 feet. Wall loads are expected to be about six kips per lineal foot. Th . e planned
elevation for the plaza is 147 feet. The library level floor elevation will be 130
feet.
SCOPE
The purpose of our work is to explore and evaluate soil and ground water
odditions X§ a '5asis.- fbr`d6Veloping� rec6mmieind-ifff-dnM�" f'or those
affected by subsurface conditions.
Our scope of work includes the following geotechnical engineering services:
I. Exploration and evaluation of fill and natural soils underlyingo the site.
GeoEnglneers, Inc.
City of Edmonds
January 30, 1981
Page Two
2. Definition of pertinent engineering characteristics of the foundation
support soils.
3. Design bearing value recommendations for continuous and spread footings.
4. Estimation of the magnitude and rate of settlement for foundations de-
signed and installed as recommended.
5. Evaluation of the potential impact to the adjacent existing building
from below grade and construction along the east side of the planned
library structure.
6. Recommendations for cut slope or retention structures, as appropriate.
7. Recommendations for design lateral pressures and drainage facilities
for the permanent retaining walls.
8. Evaluation of existing fills which may remain after site grading and
re commenda t ions for upgrading or replacing these fills *as appropriate.
9. Recommendations for floor slab and pavement support.
A field investigation program consisting of six borings drilled to depths
ranging between 9� to 2911 feet below the ground surface was accomplished on
December 24, 1980. The general locations of the explorations are shown on Plate
1. Details of the field explorations and laboratory testing of soil samples are
presented in the Appendix. Elevations used in this report refer to City of Edmonds
datum, Mean Lower Low Water (KLLW) equals Elevation 0-0.
SITE CONDITIONS
SURFACE CONDITIONS
The area proposed for the structures is presently occupied by a playfield
and tennis courts situated on two grade levels. It is likely that prior to the
present development, the natural ground surface sloped downward toward the west
at a relatively uniform slope as do -the adjacent Dayton and Main Streets. In
grading to the present ground levels, some cutting and filling of the native soils
probably occurred.
GeoEngineers, Inc.
City of Edmonds
January 30, 1981
Page Three
SUBSURFACE SOIL CONDITIONS
Native soils underlying the planned development consist of glacial alluvial
deposits which accumulated during and before the last episode of glaciation which
affected this region. These deposits have been preconsolidated by the weight of
several thousand feet of glacial ice. Generally, the site is underlain by a rela-
tively uniform deposit of medium dense to dense fine to medium sand. In Borings I
and 2, a layer of dense sandy gravel of 4 and 10 feet in thickness, respectively,
was encountered within the sand deposit. All of the borings except Boring 6 re-
veal fill soils of varying consistency which range from 1 to 8 feet in depth below
the asphalt surfacing. The presence of fill at these locations corroborates our
expectations of a prior cut and fill operation to establish existing site grades.
The native undisturbed subsurface soils exhibit relatively low compressibility
and high permeability and will provide satisfactory support for properly construc-
ted shallow foundations.
The moisture content of the soils are generally damp to moist. Grou6d water
was not encountered in any of the six borings. Although we would not expect ground
water to present difficulties within the depths of excavation at any time, seasonal
variations of the ground water level are possible.
Further information on the field phase of this investigation, including
graphic presentations of the boring logs, is presented in the Appendix to this re-
port.
SITE PREPARATION, GRADING AND FILLING
We understand that the lowest finished floor will range between about Eleva-
tion 130 and 135 feet. Therefore, the eastern one-half of the site should gener-
ally be cut into native undisturbed soil.. In the western portion, there may be
areas where fill is present below the subgrade elevation. If the depth of residual
fill exceeds about one foot below grade, we recommend that it be excavated and re -
compacted in lifts as structural fill.,
All asphalt, concrete, debris and organic soils should be removed from the
site. The exposed subgrade, including existing fill less than one foot rhick,
GeoEngineers, Inc.
City of Edmonds
January 30, 1981
Page Four
should then be rolled such that the upper 12 inches of soil are compacted to at
least 95 percent of the maximum, dry density as determined by AASHTO Compaction
Test Procedure T-180.
Any new fill required within the building area, beneath paved surfaces and
slabs -on -grade, and backfill for subgrade walls should be placed as structural
fill.
The suitability of various soils for use as compacted structural fill de-
pends on the gradation and moisture content of the soil when it is placed. Soils
containing greater than about five percent fines content (that portion of the
soil passing a U.S. Standard No. 200 sieve) become increasingly sensitive to
changes in the moisture content during compaction. Therefore, the compactibility
of the soil becomes more difficult unless the moisture content is maintained at
or near the optimum moisture content.
In general, the on -site soils disclosed in our borings contain less than
five percent fines based on a visual assessment. When these soils are placed
and compacted as structural fill the moisture content should be maintained within
two percent of optimum. Hoisture content determinations on representative samples
indicate the soils may require some moistening prior to compacting.
Structural fill should be placed in loose lifts not exceeding eight inches in
total thickness and compacted at a moisture content within plus or minus two per-
cent of optimum. Lumps of soil and rocks larger than six inches in diameter or
deleterious debris such as organic soils, roots, wood, asphalt, and concrete chunks
should be excluded from structural fill.
Individual lifts should be compacted using appropriate compaction equipment,
making sufficient passes to achieve the degrees of compaction recommended in sub-
sequent paragraphs. The on -site granular soils may be most efficiently compacted
by a large self-propelled, smooth drum vibratory roller. The use of smaller towed
or hand equipment may require increasing the number of passes over an area, reduc-
ing the loose lift thicknesses or a combination of both.
GeoEngineers, Inc.
City of Edmonds
January 30, 1981
Page Five
Structural fill should extend at least five feet beyond the limits of the
structure and/or all traffic ways, then down and out to the existing surface.
For fills, a final slope of 2:1 (horizontal to vertical) should yield a stable
backslope and allow proper compaction.
We recommend that GeoEngineer.s, Inc. be present during structural fill*
placement to observe the work and perform representative in -place density tests
to verify compliance to the compaction specifications.
We recommend that the sides of temporary excavations be sloped not steeper
than 111:1 (horizontal to vertical).
CONCLUSIONS AND RECOMMENDATIONS
Pr)tTMT) AT TOM(Z
The native in situ soils will provide satisfactory bearing support for the
proposed structures. In our opinion, continuous wall footings should have a width
of not less than two feet and a depth of embedment of at least 1.5 feet below the
lowest adjacent finished grade. These footings should be set at least 12 inches
into undisturbed native soil. For foundations designed and constructed as recom-
mended, an allowable bearing pressure of 4000 pounds per square foot may be used.
This value applies to the sum of all dead and long-term live loads, exclusive of
the weight of the footing and any backfill above the footing. This b earing value
may be increased by one-third for wind or seismic loads. We estimate the magni-
tude of settlement will not exceed one -quarter of an inch and would occur rapidly
as loads are applied.
The allowable soil bearing pressure for spread footings at column locations
varies with the width and embedment depth of the footing. The recommended com-
binations of footing size and embedment are presented in the following table:
Minimum Footing Minimum Footing Allowable Bearing
Width (ft) Depth (ft) Capacity (Ks -A)
4 1.5 5.0
6 1.5 6.5
8 1.5 8.0
4 2.5 6.5
6 2.5 8.0
8 2.5 9.0*
*Maximum recommended allowable bearing capacity regardless of footing size or
confinement depth.
GeoEngineers, Inc.
City of Edmonds
January 30, 1981
Page Six
The above values apply to the total design loads exclusive of the weight
of the footing and any overlying backf ill. Ve estimate that settlements under
maximum expected column loads will not exceed 3/4 of -an inch. Differential
settlements may approach this magnitude between adjacent columns or between a
column and a wall footing where there is a major difference in total loads.
These settlements will occur rapidly as loads are applied.
In some areas it may be necessary to overexcavate below planned footing
subgrade levels in order to attain adequate embedment into undisturbed native
soil. In these areas, the footings may be extended to the bearing surface or
the excavation can be backfilled with a lean concrete mix to the design footing
level. If adjacent footings are located at different elevations, the difference
between their base elevations should be no greater than the clear distance be-
tween them. Because of the relatively high. soil bearing values provided, we do
not recommend supporting any footings on structural backfill.
In preparing the footing subgrades, care should be taken to avoid loosening
or disturbing the subgrade soils. Loosened soils should be removed from the
excavation. The prepared footing subgrades should be observed by a representa-
tive of our firm to determine the 'character of the soil and to verify that condi-
tions are consistent with the soils anticipated from our borings.
FLOOR SUPPORT
The planned floors may be Supported as slabs -on -grade. The in situ native
clean fine to medium sand should provide an adequate capillary break. However,
we recommend a moisture barrier be provided between the soil and slab -on -grade.
The exposed subgrade soils should be rolled so that the upper 12 inches are com-
pacted to at least 95 percent of the maximum dry density (AASHTO T-180). Any
soft or loose zones detected during the prerolling that cannot be compacted should
be removed and replaced with clean granular soil.
GeoEngineers, Inc.
City of Edmonds
January 30, 1981
Page Seven
PARKING AND PAVED AREAS
The designated parking areas should be stripped of loose surficial and
organic soils. The exposed soils should be rolled such that the Upper 12 inches
are compacted to at least 92 percent of the maximum dry density (AASHTO T-180).
Any structural fill required to achieve parking subgrade should also be compacted
as specified.
We recommend a pavement section consisting of a 4- to 6-inch thick crushed
rock base coarse compacted to 95 percent of maximum dry density with a 2-inch
thick asphaltic wearing surface covering the base coarse. In heavy traffic areas,
we recommend increasing the asphaltic thickness by one inch.
LATERAL EARTH PRESSURES ON SUBGRADE WALLS
Lateral soil pressures on subgrade or foundation walls backfilled on one
side only will depend on the degree of compaction and amount of lateral movement
permitted at the top of the wall during backfilling operations. If walls are free
to yield at the top, soil pressures will be less than if the movement is limited
by the stiffness of the wall or by bracing afforded by interior walls or upper
floor slabs which are constructed prior to backfilling. Using a recommended back -
fill compaction of 95 percent of maximum dry density (AASHTO T-180) and using
clean sand or sand and gravel, we recommend an equivalent fluid weight of 30 pcf
(pounds per cubic foot) and 50 pcf be used for lateral earth pressures on yielding
and nonyielding walls, respectively.
These equivalent fluid weights are based on an assumption of a level backfill
and allow for no buildup of hydrostatic pressure behind the wall. Any effective
surcharges, such as floor loads, should also be included. For uniformly distri-
buted loads applied on the fill surface behind the wall, a corresponding uniformly
distributed lateral soil pressure equal to 30 percent of the surcharge should be
added to the lateral soil pressures. In.order to prevent a buildup of lateral
soil pressures in excess of the above design pressures, overcompaction of the
backfill should be avoided. We recommend accomplishing this by placing backfill
located within 18 inches of the wall in loose lifts not exceeding eight inches
and compacting with a hand -operated or small self -propelled vibrating ptate.
GeoEngineers, Inc.
City of Edmonds
January 30, 1981
Page Eight
In order to avoid a buildup of hydrostatic pressures behind the wall,. we
recommend installing foundation drains consisting of smooth -walled slotted plas-
tic or PVC pipe installed at least 111 feet below finished floor grade. The drain
lines should be completely embedded in clean sand and gravel or pea gravel. Roof
drains should not be connected to foundation drains. Backfill adjacent to the
basement walls should consist of clean granular soil. The on -site fine to medium
sands and sandy gravels may be used for this purpose.
EXCAVATION FOR THE EAST PARKING STRUCTURE WALL
We understand that the east parking structure wall will be located approxi-
mately nine feet west of the existing school building. The planned depth for the
wall footing base is nine feet below the existing school building floor slab
grade. We have been advised that the west wall footing of the existing building
is founded five feet below the floor slab. Based on this information, we con-
clude that it will be possible to excavate for the parking structure wall footing
without undermining the existing building footing. However, extreme care must be
taken not to extend the excavation beyond a 1:1 (horizontal to vertical) plane
extended from the base of the existing building wall footing downward toward the
library site. Additionally, as previously mentioned, the overall excavation slope
should not be cut steeper than V-2:1 (horizontal to vertical).
An excavation of this configuration will result in removal of soil from the
face of the stem wall between the ekisting footing and the school building wall.
This will not be detrimental so long as the stem wall is a continuous structure.
If there should be gaps in the stem wall, loss of support of the school building
floor slab could be experienced. We recommend that a more precise determination
of the configuration and elevation of this wall footing be made in the initial
stages of site excavation. If this determination reveals conditions different
than indicated above, we should be retained to review the requirements [or this
excavation.
GeoEnglneers, Inc.
City of Edmonds
January 30, 1981
Page Nine
DRAINAGE CONSIDERA!rIONS
Our borings did not reveal the presence of ground water. Although seasonal
ground water fluctuations are possible, we do not anticipate ground water levels
within the depths of the planned excavations. Additionally, the nature of the
native subgrade soils is such that drainage of subsurface water by infiltration
should be fairly rapid.
Surface water runoff may be adequately handled by a well -designed storm
water system with catch basins in the lower elevation areas. We recommend that
the exterior ground surface adjacent to the structures be sloped away from the
building to prevent pondiag of water.
USE OF THI.S REPORT AND WARRANTY
We have prepared this report for the City of Edmonds and their architects
and engineers for use in design of a portion of this project. The data and report
should be provided to prospective contractors for their bidding or estimating
purposes; but o ur report, conclusions and interpretations should not be construed
as a warranty of the subsurface conditions.
If there are changes in the loads, grades,, location, configuration, or type
of construction for the planned development, the conclusions and recommendations
presented may not be applicable. If design changes are made, we request that we
be given the opportunity to review our conclusions and recommendations and to pro-
vide a written modification or verification. When the design has been finalized,
we recommend that the final design and specifications be reviewed by our firm to
see that our recommendations have been interpreted and implemented as intended.
The scope of our services does not include services related to construction
safety precautions and our recommendations are not intended to direct the con-
tractors' methods, techniques, sequences or procedures, except as specifically
described in our report for consideration in design.
There are possible variations in subsurface conditions between explorations
and also with time. A contingency for unanticipated conditions should be
included
GeoEngineers, Inc.
City of Edmonds
January 30, 1981
Page Ten
in the budget and schedule. Sufficient monitoring, testing, and consultation
by our firm should be provided during construction to confirm that the conditions
encountered are consistent with those indicated by the explorations, to evaluate
whether or not earthwork and foundation installation activities comply with con-
tract plans and specifications, and to provide recommendations for design changes,
should the conditions revealed during the work differ from those anticipated.
Within the limitations of scope, schedule and budget for our work, we war-
rant that our work has been done in accordance with generally accepted engineer-
ing practices followed in this area at the time the report was prepared. No
other warranty, express or implied, is'made.
The conclusions and recommendations in this report should be applied in
their entirety. If there are any questions concerning this report, or if we can
provide additional service, please call.
..Respectfully submitted,
GeoEngineers, Inc.
X
William R. Cleveng
Project Manage
ac K. Tuttle
President
WRC/JKT:wd
Three copies submitted
GeoEngineers, Inc.
EXPLANATION:
�9 BORING LOCATION rNO NUMSEa
REFERENC
CRAWING ENITIT: =-O "ANDERSON
- =�-MO-NDS, WA.
CENTER LfBRARY, -
SCHEMATIC By
ARAIIJACKSON AR,--:IITFCIS AND
DESIGNERS
I'LAIt A —I
BORING LOG AND SAMPLE DATA
KEY
DRIVEN SAMPLES
BLOWS REQUIRED TO DRIVE SA�TLER
ONE FOOT OR INDICATED
MOISTURE
PENETRATION USING
POUND HAIIHER. FALLING INCHES
CONTENT
'ooez"P" INDICATES SAMPLER
28
PUSHED WITH
WEIGHT OF HAMMER
11. 2%x ill
.01
DRY DENSITY
0 INDICATES LOCATION OF
UNDISTURBED
SAMPLE
IN PCF
INDICATES LOCATION OF
DISTURBED
SAMPLE
INDICATES LOCATION OF
SAMPLING
GRAPHIC
ATTEMPT WITH NO RECOVERY
-LOG
IETTER SYMBOL
Sm SOIL TYPE
OTHER TYPES OF
SAMPLES
DISTINCT CONTACT
INDICATE'S LOCATION OF
THIN WALL,
PITCHER, OR OTHER TYPES OF SAMPLES
BETWEEN SOIL STRATA
(SEE TEXT)
GRADUAL CHANGE
BETWEEN SOIL STRATA
BOTTOM OF BORING
UNIFIED SOIL CLASSIFICATION SYSTEM
MAJOR DIVISIONS
LETTER
DESCRIPTIONS
SYMBOL
GRAVEL
AND
CLEAN GRAVELS
GW
wEL.L-CRADEO,GRAVELS. GRAVEL-SANa
COARSE
MIXTLRES LIME OR -10 FINES
GRAINED
GRAVELLY
SOILS
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GP
POORLY-GRAOF0 f-AAYELS GRAVEL -
SOILS
SOO MIXIUPES. LliitE OR W FINES
GRAVELS
WITH FINES
GM
SILTY SRAVELS. rRAVEL-WjD_SI'_r
041 XtURES
14ORE T�m 30%
OF COARSE FRAC-
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ON NO. 4 STEVe
(APPRECIAffLE A)40LNqT
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GC
CLAYEY GRAVELS. GRAVCL-SAND-SILT
MIXTURES
SAND
AND
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SW
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SANDY SOILS
. LITTLE CA NO FINESi
L I TTLE OR M FINES
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CF MATERIAL IS
SID
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NDIF- CUAL 51\16OLS ItVICATE SORDERtl:4E SOIL �tASSIPI'.A71'Yl
—7
GeoEngineers Inc.
SOIL
CLASSIFICATION SYSTEM
DKEY TO SAMPLE DATA
1-4
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BORING I
ELEVATION 1401
GRAPHIC
TEST DATA LOG DESCRIPTION
ASPHALT
sp
5* TAN FINE TO COA . RSE SAND WIn'TRACE O'�'GRAVEL
(MEDIUM DENSE, DAMP)(FILL)
I
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39
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GRAY FINE TO COARSE SAND WITH TRACE OF GRAVEL
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w.. . . . . .
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27
20* 0 sp TAN FINE TO COARSE SAND WITH GRAVEL
(MEDIUM DENSE, DAMP)
20
25 5.9% - 96 9 GRADES TO GRAY FINE TO MEDIUM SAND
99
30J 3.2Z
BORING COMPLETED AT 29.5 FEET ON 12-24-80.
NO GROUND WATER ENCOUNTERED
*SEE KEY FOR EXPLANATION OF SYMBOLS
GeoEngineers Inc. LOG OF EXPLORATION
BORING 2
ELEVATION 1421
GRAPHIC
0 TEST DATA LOG DESCRIPTION
I" ASPHALT
sp
8
0 EL
5 .2.3% 97. GRAY FINE TO MEDIUM SAND WITH TRACE OF GRAV
4 (LOOSE, DRY)(FILL)
III
31
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GRAY FINE TO MEDIUM SAND WITH GRAVEL
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GRAY SANDY GRAVEL
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GRADES TO DENSE
42 r 251 5.5% - 100 GRAY FINE.TO MEDIUM SAND (DENSE, MOIST)
BORING COMPLETED AT 24.5 FEET ON 12-24-80
NO GROUND WATER ENCOUNTERED
Geolingineers Inc.
SEE KEY FOR EXPLANATION OF SYMBOLS
LOG OF EXPLORATION
BORING
ELEVATION 1.2&1
GRAPHIC
0 TEST -DATA LOG DESCRIPTION
ASPHALT
sp
TAN TO REDDISH —BROWN,- SLIGHTLY SILTY FINE TO MEDIUM-
5 12.7%
SAND WITH TRACE OF GRAVEL (VERY LOOSE, MOIST)(FILL)
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z
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GRAY FINE TO MEDIUM SAND
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BORING 4
ELEVATION. 127'
GRAPHIC
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sp
sm.
8
DESCRIPTION
DARK BROWN, SLIGHTLY SILTY SAND 14ITH GRAVEL
(LOOSE, MOIST)(FILL)
sm
9.1% - 88 REDDISH -BROWN SILTY SAND WITH A TRACE OF ORGANIC
MATTER (MEDIUM E, DRY)
DENS
SP
154 GRAY F INE TO MEDIUM SAND (MEDIUM DENSE, MOIST)
j2.8% - 102
BORING COMPLETED AT 19.5 FEET ON 12-24-80
NO GROUND WATER ENCOUNTERED
Geolingineers Inc.
*SEE KEY FOR EXPLAVATION OF SYtABOLS
LOCY OF EXPLORATION
P L A TE-A-
BORING 5
ELEVATION 1311
GRAPHIC
TEST DATA LOG DESCRIPTION
ASPHALT
sp
TAN FIRE TG MEDIUM SAND WITH IRACE OF GRAVEL
sp
(LOOSE, MOIST)(FILL)
'97
6. GRAY FINE TO MEDIUM SAND
(LOOSE, MOIST)
E!4 26
GRADES TO MEDIUM DENS'rl.
44 (j
BORING COMPLETED AT 9.5, FEET ON 12-24-80
E- NO GROUND WATER ENCOUNTERED
*SEE KEY FOR EXPLANATION OF SY14BOLS
Geolingineers Inc.*, LOG OF EXPLORATION
BORING 6
EL�VATION 128'
GRAPHIC
TEST DATA LOG
8
3. 7;.' - 10 1 0
10
E-
04
W
im 1 14
15J �-O% - 99 111
DESCRIPTION
I" ASPHALT
DARK BROWN SILTY SAND WITH ORGANIC MATTER (LOOSZ,
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TAN SLIGHTLY SILTY FINt TO, MEDIUM. SAND.- (LOOSE.., MOIST) --
GRAY FINE TO MEDIUM SAND (LOOSE, MOIST)
GRADES TO MEDIUM DENSE
BORING COMPLETED AT 14.51ON 12-24-80
NO GROUND WATER ENCOUNTERED
*SEE KEY FOR EXPLAVATION OF SYMBOLS
Geolingineers Inc. LOG OF EXPLORATION
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CITY OF EDMONDS
MECEOVED
CITY OF EDMONDS
PARKS & RECREATION
FRANCE: ANDERSON CENTER DESIGN: JB 11/10/2015 Draft Permit Set
COLOR
' )HEET: L 7
BANDSHELL
700 MAIN ST. EDMONDS, 98020 DRAWN: BS
ELEVATION
FEB 0 5 2015
7 OF 13 SHEETS
700 Main St., Edmonds, WA 98020
CITY ENGINEER i CHECK ED: i i B
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