509 6TH AVE S.PDFIIIIIIIIIIIIII
14724
509 6TH AVE S
ADDRESS:
TAX ACCOUNT/PARCEL NUMBER: C2�(D - Q(Q 1
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED)
"2Mq 0 tu. OdWaiver
CRITICAL AREAS:—O - blab DETERMINATION: 0 Conditional Waiver S dy Required
DISCRETIONARY PERMIT #'S: � 0n5 0 () 0 45 - t 0 1 a Le Cp L 3 � DA- 5 P)
DRAINAGE PLAN DATED: ID I 'ZCe 10
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED
PERMITS (OTHER):
0?,
U,-/
PLANNING DATA CHECKLIST DATED: -D ) 10
SCALED PLOT PLAN DATED: 1,(-� /D040
SEWER LID FEE $:
SHORTPLAT
SME SEWER AS BUILT DA
SIDE SEWER PERMrr(S).#:
GEOTECH REPORT DATED: 0 u
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DA
�fflm
LID
LOT: BLOCK:
LATEMP\DS'rs\Fomis\Street File Checklist.doc
4-Aw"M46 C44-cr
e4.'-'6 5"44.4a;
5'70d? cm )OX
62.9,3 c-0 ")
0_6 vw'jr*�
-to-/W Z-z
WATER FEATURE
MAX. HEIGHT)
�11__� I
(E) CONC. SIDEWALK
QROCKERY
0 REMAIN
Lu
0
77
T.O. (E) ROCKERY a SUILDfI4G FO&TPRINT ARFA z 204 r
B.O. (E) ROOKERY ++llj3t2:UO:l
PARKING
SLO
IjAlk, �l
.M
FOOTING ELEVATION 136 71.
.27
FIN FIRST FLOOR ELEV: 137.
-T I
41 1
'A
'7
LOT 2:
�5877T
.8 S.F.)
(J—H
CONCRETE PAD FOR . . . . . - - - - -
HVAC COMPRESSOR
ALIGN
--f-4 - -4-4- r �i:_.
j-,
UPPeRLEVEL'rLEV
REMOVE ROCK�RY AS
ARE
REQUIRED A +147.37.
FOR EXCAVTAHTIISON LCWERLML-ELEV-
.-13777.
BASEMENT LE�FrELEV
WINDOW WELL - -1255. 1
i;oonNqELFV i
CONCRETE STEPS
REr. WALL, +1,36.0:1 ?
RET. WALL "..0
TAINING
(N) CONC. RE
STONE PATIO 0 SLOPE
TURN 12
OUND 7,
EASrMr
59.375'
3 6.0
�T':O. w& ++ 1�,
W +1,35.0 10'-0
HOLLY,\STREET yp
(N) 5- CONC. CURB,
(SEPARATE CONTRACT)
(N) RETAINING WALL
4SERARATE CONTRACT)
T.O. REr. WALL +13e.0'
B.O. REr. WALL +133.0'
5339 b.Ilard � m
mtlle hIngto" 98107
p
206.399+95T7
wrlar@wcallenabidlac
A S
'14:
EXISTING DRIVE
VAY TO
CT
(N) CATCH
Im
BE REPARED (SEPARATE
846N) CONTRACT)
02
SR�AREMD OR
EASEMENT
z
Zone
FLep - (b Com
Lu
Regwke�d AcbW
6' CONC. CURB
MT
Front r%
uj 1:
Sides E.
to __w
WD. FENCE
R
&ACE AS EQUIREILM
01'0
_O
_j
C
pg!
�g 0
Other VV_
LL z
—6' CONC. CUR,
,7,57
00
<
EXISTING rlki"ht 0
BUILDIN47F_�
FOOTPRINT
C3
= Lu
FRAME HOUSE
EASEMENTS
RETAINING WALL
FENCE
Lii
UNDERGROU
ID STC
RM
DRAINAGE FOR RETAINING
WALLS. FOOTINGS
Z
WATER DErE
CON
0
EX?rnNG CWMURS
PROPOSED CONTOURS
LLJ
(E) GRAVEL WALK (REPAIR AS
PREVIOUS CONTOURS
0 (n
NECESSARY)
SCALE:
IRED AREA FOR EXCAVATION
(TEMPORARY EASEMENT SHOWN HATCHED)
1/16"= V-0"
—# —#
EXISTING: PROPOSED:
DATE:
A 135.5' 137.5'
BY PLMNING
B 1 37 75' 137,0'
G 137 0. 6. 5 '
337.0'
10.2.06
D 135:51
GAS
LTTY*EASEMENT
DATUM - EXIST. (A+B+C+D)/4- 136.43'
ALLOWABLE HEIGHT LIMIT - 25' ABOVE DATUM
PROJECT NC
OR 161.4;3'
PROPOSED HEIGHT UMIT - 161.43'
0502
Du
EASEM
E
NT REET FILE
DRAWING NC
0 2' 4' 6' 1Y 111, 24'
A1.0
t4 OT A K AIV LA
ra
0 0
PLANNING DATA FS TTREE T FIL E
Name: J oel 1+a4f-i*e1d
Date: 61101 -2,00 (p
Site Address: Ig 0 Lp (p TH +Ve, L-Qt
Plan Check #:
Ne-W
Project Description:
Reduced Site Plan Provided: (ONO)
[Zoning:
Map Page: �-V 4
Corner Lot: NO) ety�
Flag Lot: (YES /(9
Critical Areas Determination #: 0101
El Study Required
N Waiver
SEPA Determination: PtAS? j�?�2U
El Exempt (pig() Cy pvVp00CzJ
Needed (for sites with 500 cubic yards of grading or within 200 feet of Puget Sound or Lake
Ballinger. Requires: (1) Fee, (2) Environmental Checklist, and (3) APO List with notarized form).
Req dSetbacks
-T
Street 11
N
N wde
Side:
Side:
Rea c7tYt r, 1- 710
S
Actual Setbacks
Street
V)
1/ 0,
Side:
� C- "K I D
Side:
I W k9 5r
Reeff: cAYCZ+
� 5
-g(P)
El Detached Structures: NCPAe CV10WVL. W C*T+r, V a f5V "AC'
N Rockeries: e,,X(epJJVJi�(-,tD rfWUA^�: 66yytryr-prrj� P"jMo Vp f-b
El Fences/Trellises: 00YIe, GVWWA - 1 (0, ) LA*,ItV
El Bay Windows/Projecting Modulation: NOY�f, OMWA -f 15VI0WVI OL* Fp- LOV_
StairAQ� edmrA paj-0 Ryol
Parking Required:
Parking Provided:
LotArea:
LotCoverage:
Lot Coverage Calculations:
Building 1�t
Datum Point: %ocir
.;F CA^1
Datum Elevation: 13 L3. 7,
Maximum Height:
ActualHeight:
(fpe�"+ +-0 K 4( d, fOY r e LO-C44n
ADU Created: (YES I&V �,TAI MENJ
&IJI 2-101P IOLA+ I-JA 4 CWV
X CCA
Subdivision: 9-7,M5-+r2 (Radflp�14) krw.. Lopfcfi fDr file
Legal Nonconforming Land Use Determination Issued: (YES /9)
Other
.4"
1�: 11,74 5 4 5 - --M dc�
6 12)+.D
Plan Review By: -ce, i n a cocd o., %.
0
P- anGE&
N C 0 R P 0 R A T 6 D
Geotechnical & Earthquake
Engineering Consultants
Much 10, 2006
File No. 05-155 STREET FILE
Mr. Carter Woollen , AIA
Woollen Studio llc
5339 Ballard Avenue NW
Seattle, WA 98107
Subject: Geotechnical Engineering Report
506 — 6'h Avenue South, Edmonds, Washington 98020
Dear Mr. Woollen,
REC,EEIVED
APR 112006
PERMIT COUNTER
As requested, PanGEO Inc. completed a geotechnical engineenng study to assist you and
your designers with the design of the two new single family residences to be constructed
at 506 6 1h Avenue South. This study was performed in accordance with our mutually
agreed upon scope of work as outlined in our proposal dated September 6, 2005. Our
service scope included reviewing readily available geologic data, drilling three test
borings, and developing the conclusions and recommendations presented in this report.
PROJECT AND SITE DESCRIPTION
The site is located just southeast of downtown Edmonds, at the approximate location
shown in Figure 1. The site is currently vacant, although we understand that a single
family residence with a basement (finish floor elevation 131.5 feet) was removed from
the eastern portion of the site prior to our involvement. The property is bordered on the
south by Holly Drive, on the east and west by sinile-family residences, and on the north
by an apartment building and the cul-de-sac for 6 Avenue South. The site measures
approximately 100 feet in the north -south direction and approximately 120 feet in the
east -west direction.
Plate 1. Looking northeast from
southwest comer of site
The majority of the site slopes down to the west at
grades of about 10%, as shown on Figure 2. There is
an existing rockery along the west end of the property
with a maximum height on the order of 3 feet. We
understand that you plan to subdivide the lot and build
two single-family residences. Both houses will have
three floors, including a basement, and anticipated to
be conventional wood -frame structures.
3414 N.E. 55" Street
Seattle, WA 98105
(206) 262-0370
FAX (206) 262-0374
Mr. Carter Woollen
Hadfield Residence
March 10, 2006
The eastern (upslope) house will have a finish floor elevation of about 125.5 feet. With
the existing ground surface at about Elev. 138 feet, up to about 14 feet of excavation will
be needed along the east building line to facilitate the footing construction. Because the
new house will be setback about 12 feet from the east property line, limited space is
available for an open excavation. The western house will have its lowest floor at
Elevation 123 feet, approximately matching the existing grade along the west property
line. Therefore, the amount of excavation for the west house is considered relatively
minor.
SUBSURFACE EXPLORATIONS
Three borings (BH- I through BH-3) were drilled at the site on October 10, 2005, to
explore the subsurface conditions. The approximate boring locations are indicated on
Figure 2. The borings were drilled to depths of approximately 16'/2to 24 feet below the
existing ground surface, using a portable drill rig owned and operated by CN Drilling of
Seattle, WA. The drill rig was equipped with 4-inch outside diameter hollow stem
augers. Soil samples were obtained from the borings at 2Y2-foot intervals using Standard
Penetration Test (SPT) sampling methods. SPT samples are obtained using a 2-inch
outside diameter split -spoon sampler, driven into the soil a distance of 18 inches using a
140-pound weight falling a distance of 30 inches. The number of blows required for each
6-inch increment of sampler penetration was recorded. The number of blows required to
achieve the last 12 inches of sample penetration is defined as the SPT N-value. The N-
value provides an empirical measure of the relative density of cohesionless soil, or the
relative consistency of fine-grained soils.
An engineer from PanGEO was present during the field exploration to observe the
drilling, assist in sampling, and to describe and document the soil samples obtained from
the borings. The soil samples were described using the system outlined on Figure 3, and
summary logs are included as Figures 4 through 6.
SUBSURFACE CONDITIONS
According to mapping by Booth, Cox, Troost, and Shimel (Draft Geologic Map of Sno-
King Area, 2004), the site is underlain by Pre -Fraser Deposits. Our exploratory borings
advanced at the site appear to have encountered a different geologic sequence. The soil
conditions encountered in our explorations generally consisted of up to 12 feet loose to
medium dense sand fill overlying glacially medium dense to dense native outwash and
glacial till deposits. Descriptions of these soil units are discussed below and a
generalized subsurface is shown in Figure 7.
profile
Unit I Fill — Fill was encountered in borings BH- I and BH-2. The fill ranged from
about 9 foot thick in BH- I to about 12 feet in BH-2. This unit consisted of loose to
medium dense sand with occasional roots. The composition and quality of fill may
vary significantly across the site.
05-155 Report.doc Page 2 of I I PanGEO, Inc.
Mr. Carter Woollen
Hadfield Residence
March 10, 2006
Unit 2 Outwash Sand — Medium dense to dense sand was encountered beneath the
fill in borings BH- I and BH-2 and directly below the topsoil at a depth of 18 inches
in boring BH-3. This unit extended to a depth of 21 feet below the existing grade in
borings BH- I and BH-3, and to the bottom of the boring in BH-2.
Unit 3 Glacial Till — Very dense sandy silt was encountered below unit 2 in borings
BH- I and BH-3. The top of Unit 3 was approximately 21 feet below existing
grade.
Groundwater seepage was not encountered in any of the borings. It should be noted that
groundwater elevations may vary depending on the season, local subsurface conditions,
and other factors. Groundwater levels are normally highest during the winter and early
spring. Based on the subsurface stratigraphy, a seasonal perched groundwater table could
be present on top of the glacial till during the wet winter months.
CONCLUSIONS AND RECOMMENDATIONS
GROUND MOTION FOR SEismic DESIGN
We understand that the 2003 IBC will be used for the project. Ground motion parameters
consistent with the IBC are provided below:
Recurrence Interval 2,475 year
Site Class D
Ss 1.22
SI 0.43
FA 1.01
Fv 1.57
SDS 0.82
SDI 0.45
Design PGA
0.33 (SDs/2.5)
The spectral response accelerations were obtained from the USGS Earthquake Hazards
Program website using the Interactive Deaggregation (2002) for the project latitude and
longitude.
FOOTING FOUNDATION
It is our opinion that conventional spread footings are appropriate for the proposed
addition project. The footing subgrade conditions are anticipated to vary across the site,
and may -consist of loose sandy fill and medium dense, native outwash sand. Where
loose fill is encountered, we recommend a one -foot overexcavation below the bottom of
the footing. The exposed subgrade should then be compacted to a dense and unyielding
condition. On site soil may then be placed on the compacted surface in two equal lifts
05-155 Report.doc Page 3 of I I PanGEO, Inc.
Mr. Carter Woollen
Hadfield Residence
March 10, 2006
and compacted to a dense condition. Overexcavation is not needed when native outwash
sand is present at the footing subgrade.
Footings constructed as described above may be sized using an allowable bearing
pressure of 2,000 psf. For allowable stress design, the recommended allowable bearing
pressure may be increased by 1/3 for transient conditions such as wind and seismic
loadings. All footings should be founded a minimum depth of 18 inches below the
adjacent finish grade, or for interior footings, 12 inches below the floor slab. For this
project, we recommend that all footings should have minimum width of 24 inches.
Total and differential settlements are anticipated to be within tolerable limits for footings
designed and constructed as discussed above. Footing settlement under static loading
conditions are estimated to be less than about 1 -inch and differential settlement between
adjacent columns should be less than about 1/2-inch. Most settlement will occur during
construction as loads are applied.
Lateral forces from wind or seismic loading may be resisted by the combination of
passive earth pressures acting against the embedded portions of the foundations and by
friction acting on the base of the foundations. Passive resistance values may be
determined using an equivalent fluid weight of 300 pounds per cubic foot (pef). This
value includes a factor safety of at least 1.5 assuming that a properly compacted
structural fill will be placed adjacent to the sides of the footings. A coefficient friction of
0.4 may be used to determine the frictional resistance at the base of the footings. This
coefficient includes a factor safety of approximate 1.5.
All footing excavations should be trimmed neat and footing subgrades should be
carefully prepared. Any loose or softened soil should be removed from the footing
excavations. Footing excavations should be observed by PanGEO to confirm that the
exposed footing subgrade is consistent with the expected conditions and adequate to
support the design bearing pressure.
BASEMENT WALLS
Basement walls should be properly designed to resists the pressure exerted by the soils
behind the walls. Proper drainage provisions should also be provided behind the walls
such that groundwater will not accumulate behind the walls. Presented below are our
geotechnical recommendations for the design and construction of the basement walls.
Lateral Earth Pressures — Basement walls may be designed for an equivalent fluid
pressure of 45 pcf We also recommend that a uniform lateral pressure of 7H psf be
used to account to seismic loading conditions, where "H" is the exposed wall height
in feet. The recommended lateral pressures assume that the backfill behind the wall
05-155 Reportdoc Page 4 of I I PanGEO, Inc.
Mr. Carter Woollen
Hadfield Residence
March 10, 2006
will consist of properly compacted structural fill, and adequate wall drainage
provisions are incorporated into the design and construction of the walls.
Surcharge — Surcharge loads, where present, should also be included in the design
of retaining walls. We recommend that a lateral load coefficient of 0.3 be used to
compute the lateral pressure on the wall face resulting from surcharge loads located
within a horizontal distance of one-half wall height.
Wall Footing — See the Footing Foundation section above
Lateral Resistance — See the Footing Foundation section above
Wall Drainage — As a minimum, for conventional walls that require backfill,
provision for permanent control of subsurface water should consist of a perforated
drainpipe behind and at the base of the wall footings, embedded in clean washed
drain rock or pea gravel. The drain rock should be wrapped in geotextile filter fabric
to limit the migration of fines from the native soils into the drain system. The
drainpipe should be graded to direct water away from the backfill and subgrade soils
and to a suitable outlet.
Wall BackjIll — Wall backfill should consist of free draining granular soils. The
existing on -site soils may be used as wall backfill, provided that the on -site soils can
be properly moisture conditioned and compacted. All wall backfill should be placed
in loose, horizontal lifts less than 8 inches in thickness, and systematically
compacted to a dense and relatively unyielding condition. Within 5 feet of the walls,
we recommend using small equipment such as plate wackers for fill compaction, to
prevent damage to the concrete wall. In the area where the space is limited between
the wall and the face of excavati o*n, pea gravel may be used without compaction.
Damp Proofing — All basement walls should be protected with a damp proofing
compound.
FLOOR SLABS
Conventional slab on grade construction may be used for the floor slabs. Prior to the slab
construction, we recommend that the exposed subgrade be compacted to a dense and
unyielding condition. We also recommend that interior slabs be constructed on a
4-inch thick capillary break placed on the compacted subgrade.
The capillary break should consist of free -draining, crushed rock or well -graded gravel
compacted to a firm and unyielding condition. The capillary break material should have
no more than 10 percent passing the No. 4 sieve and less than 5 percent by weight of the
05-155 Report.doc Page 5 of I I PanGEO, Inc.
Mr. Carter Woollen
Hadfield Residence
March 10, 2006
material passing the U.S. Standard No. 100 sieve. We also recommend that a 1 0-mil
polyethylene vapor barrier be placed below the slab.
Prior to placement of the capillary break, the adequacy of the exposed subgrade should be
verified by PanGEO. We also recommend that construction joints be incorporated into
the floor slab to control cracking.
RoCKERV
We understand that a series of short rockeries may be constructed for grade separation.
Although rockeries are typically used to retain cuts, it is our opinion that rockeries may
also be used to retain fill provided that the retained fill height is less than 5 feet, and the
backslope above the rockeries is no steeper than 4H: IV. In addition, any foundation
elements behind the rockeries should be placed sufficiently deep that the foundation
elements will be located beyond a I 1/2H: IV projection from the heel of the rockeries.
Construction of rockeries should be performed in accordance with Section 8-24 of the
2004 WSDOT Standard Specifications. For design purposes, the base rock should have a
minimum width equivalent to at least one-third the wall height, and gradually taper to a
minimum top width of I Moot (i.e., two -man rock). Rocks smaller than I 1/2-foot in
width should not be used for this project. The width is designated as the width of a single
rock as measured perpendicular to the face of the slope. The wall face should be inclined
no steeper than 6V: I H, and the base rocks should be keyed in at least I foot below the
lowest adjacent grade.
All rockeries should be founded on relatively undisturbed native soils or properly
compacted structural fill. If soft compressible soils are encountered in the rockery
foundation soils, it may be necessary to remove and replace the soft soils to the depth
determined by the field engineer.
Rocks should be placed so that the contact seam between two adjacent rocks is not above
or below the vertical contact seam for the upper and lower courses (i.e. each rock should
overlap at least two different rocks in the course below). The long axis of each rock
should be placed perpendicular to the slope. The rock surfaces between individual
courses should be relatively flat, and should in no case slope downward away from the
wall face.
R ock quality is critical to rockery wall performance. Many rockery failures occur
because of degradation of poor -grade rocks under freeze -thaw and weathering conditions.
As a minimum, the rock used should meet the requirements outlined in Section 9.13.7(l)
of the 2004 edition of WSDOT/APWA Standard Specifications. The chinking material
for backfill should meet the requirements outlined in Section 9.13.7(2).
05-155 ReporLdoc Page 6 of I I PanGEO, Inc.
Mr. Carter Woollen
Hadfield Residence
March 10, 2006
TEMPORARY EXCAVATION
We anticipate the excavation to encounter mostly loose to medium dense sand. For
planning purposes, where space is available, we recommend that temporary excavations
over 4 feet deep be graded no steeper than I H: IV. We also recommend that heavy
construction equipment, building materials, excavated soil, and vehicular traffic should
not be allowed within a distance equal to 1/3 the slope height from the top of any
excavation. From the design information provided for our review, it appears that
sufficient space is available for a I H: IV except a portion of east property line.
We understand that the eastern (upslope) residence will be located about 12 feet from the
east property line, and will have a finish floor elevation of 125.5 feet in the basement, and
the excavation is anticipated to extend to about Elevation 124 feet for the footings. The
maximum depth of excavation is anticipated to be about 14 feet to facilitate the footing
construction. As a result, a I H: I V excavation will encroach into the neighboring
property to the east. Therefore, it may be necessary to obtain an easement from the
neighboring property owner or excavation shoring will be required. If shoring will be
required, PanGEO will be available to provide additional input regarding appropriate
shoring types and design parameters.
Note that the neighboring house to the east is located about 17 feet away from the new
house. The excavating contractor should limit the amount of the excavation beyond the
edge of the new footing such that the neighboring footings will be located beyond a
I H: IV projection from the toe of the excavation.
Some groundwater seepage may be encountered during excavation. The amount of
groundwater may vary seasonally. If groundwater seepage is encountered, we anticipate
that the use of drainage ditches and sump pumps will provide adequate construction
dewatering. During wet weather, runoff water should be prevented from entering
excavations.
We also recommend that all cut slopes be completely covered with plastic sheets to
prevent surficial erosion.
BASELINE SURVEY AND MONITORING
Ground movements will occur as a result of excavation activities. As a result, conditions
of the adjacent structures and the ground surface elevation should be documented prior to
commencing earthwork to provide baseline data. As a minimum, we recommend that
existing adjacent residence be monitored during construction. This may include existing
cmck surveys and photo -documentations. Optical survey points should be established on
existing building comers, and around the perimeter along the excavation as the
excavation proceeds. Both vertical and horizontal deformations should be measured
05-155 ReporLdoc Page 7 of I I PanGEO, Inc.
Mr. Carter Woollen
Hadfield Residence
March 10, 2006
periodically during the construction process. We recommend that the monitoring be
performed by the contractor, and the results submitted to PanGEO for review. The
results of the monitoring will allow the design team to confirm design parameters, and for
the contractor to make adjustments if necessary.
WET EARTHWORK RECOMMENDATIONS
Given that the site soils can be moisture sensitive, it may be more economical to perform
the earthwork in the drier summer months. However, if earthwork will be conducted in
wet weather conditions, certain steps should be taken to mitigate the impacts of the
weather on the site conditions. General recommendations relative to earthwork
performed in wet weather or in wet conditions are presented below:
Earthwork should be performed in small areas to minimize subgrade exposure
to wet weather. Excavation or the removal of unsuitable soil should be
followed promptly by the placement and compaction of clean structural fill.
The size and type of construction equipment used may have to be limited to
prevent soil disturbance.
During wet weather, the allowable fines content of the structural fill should be
reduced to no more than 5 percent by weight based on the portion passing3/4-
inch sieve. The fines should be non -plastic.
The ground surface within the construction area should be graded to promote
run-off of surface water and to prevent the ponding of water.
Bales of straw and/or geotextile silt fences should be strategically located to
control erosion and the movement of soil. As a minimum, erosion control
measures should be installed along the east property boundaries.
0 Excavation slopes and soils stockpiled on site should also be covered with
plastic sheets.
SURFACE DRAINAGE AND EROSION CONTROL
Surface runoff can be controlled during construction by careful grading practices.
Typically, this includes the construction of shallow, upgrade perimeter ditches or low
earthen berms to collect runoff and prevent water from entering the excavation. All
collected water should be directed under control to a positive and permanent discharge
system such as a storm sewer..
05-155 Report.doc Page 8 of I I PanGEO, Inc.
Mr. Carter Woollen
Hadfield Residence
March 10, 2006
Temporary erosion control measures should be provided and maintained during
construction. Erosion control should consist of bales of straw and/or geotextile silt fences
strategically located to control erosion and the movement of soil. As a minimum, erosion
control measures should be installed along the south and west property boundaries. In
addition, filter "socks" should be installed in nearby catch basins and cleaned or replaced
periodically. The socks should be inspected after heavy rains. Efforts should be made to
prevent or at least limit the amount of soil material that is tracked off site on construction
vehicles. Temporary erosion control is especially critical when site grading activities
occur during wet weather periods.
Permanent control of surface water should be incorporated in the final grading design.
Adequate surface gradients and drainage systems should be incorporated into the design
such that surface runoff is directed away from structures.
ADDITIONAL SERVICES
To confirm that our recommendations are properly incorporated into the design and
construction of the proposed construction, PanGEO should be retained to conduct a
review of the final project plans and specifications, and to monitor the construction of
geotechnical. elements. PanGEO can provide you a cost estimate for construction
monitoring services on a later date.
We anticipate that the following additional services may be required:
• Review final project plans and specifications
• Verify implementation of erosion control measures
• Evaluate and confirm the stability of temporary excavation slopes
• Verify adequacy of footing subgrade
• Verify the adequacy of subsurface drainage installation
• Confirm the adequacy of the compaction of structural backfill
• Other consultation as may be required during construction
Modifications to our recommendations presented in this report may be necessary, based
on the actual conditions encountered during construction.
LEMTATIONS
We have prepared this report for use by Joel and Dana Hadfield and their project team.
Recommendations contained in this report are based on a site reconnaissance, a
subsurface exploration program, review of pertinent subsurface information, and our
05-155 Reportdoc Page 9 of I I PanGEO, Inc.
Mr. Carter Woollen
Hadfield Residence
March 10, 2006
understanding of the project. The study was performed using a mutually agreed -upon
scope of work.
Variations in soil conditions may exist at locations away from the explorations and the
actual conditions underlying the site. The nature and extent of soil variations may not be
evident until construction occurs. If any soil conditions are encountered at the site that
are different from those described in this repoM we should be notified immediately to
review the applicability of our recommendations. Additionally, we should also be
notified to review the applicability of our recommendations if there are any changes in
the project scope.
The scope of our work does not include services related to construction safety
precautions. Our recommendations are not intended to direct the contractors' methods,
techniques, sequences or procedures, except as specifically described in our report for
consideration in design. Additionally, the scope of our work specifically excludes the
assessment of environmental characteristics, particularly those involving hazardous
substances. We are not mold consultants nor are our recommendations to be interpreted
as being preventative of mold development. A mold specialist should be consulted for all
mold -related issues.
This report may be used only by the client and for the purposes stated, within a
reasonable time from its issuance. Land use, site conditions (both off and on -site), or
other factors including advances in our understanding of applied science, may change
over time and could materially affect our findings. Therefore, this report should not be
relied upon after 24 months from its issuance. PanGEO should be notified if the project
is delayed by more than 24 months from the date of this report so that we may review the
applicability of our conclusions considering the time lapse.
It is the client's responsibility to see that all parties to this project, including the designer,
contractor, subcontractors, etc., are made aware of this report in its entirety. The use of
information contained in this report for bidding purposes should be done at the
contractor's option and risk. Any party other than the client who wishes to use this report
shall notify PanGEO of such intended use and for permission to copy this report. Based
on the intended use of the report, PanGEO may require that additional work be performed
and that an updated report be reissued. Noncompliance with any of these requirements
will release PanGEO from any liability resulting from the use this report.
Within the limitation of scope, schedule and budget, PanGEO engages in the practice of
geotechnical engineering and endeavors to perform its services in accordance with
generally accepted professional principles and practices at the time the Report or its
contents were prepared. No warranty, express or implied, is made.
05-155 Reportdoc Page 10 of I I PanGEO, Inc.
Mr. Carter Woollen
Hadfield Residence
March 10, 2006
We trust that the information presented herein meets your need at this time. If you have
any questions, please do not hesitate to contact our office.
Sincerely,
rek ia ;cc b
I EXPIRES 01117./
Siew L. Tan, P.E.
Principal Geotechnical Engineer
Attachments:
Figure I
Vicinity Map
Figure 2
Site and Exploration Plan
Figure 3
Terms and Symbols for Boring and Test Pit Logs
Figure 4
Log of Test Boring BH- I
Figure 5
Log of Test Boring BH-2
Figure 6
Log of Test Boring BH-3
Figure 7
Generalized Profile, Section A
05-155 ReporLdoc Page 11 of 11 PanGEO, Inc.
77
I I �SR 104
Co RD
" il P
10
S
PROJECT SITE
M
191
'_D1
SK
Pq BR -'
a TH S
4w
STSW
-L OW
M 28
1,10 9
Sw
R31 P CIM
0 3 Tl�f
SIN t DOD 2 ST
WAC USE RD TTr r
R) 234 H ST
235TH PL S 35T S
LU -J -j Sw
M.
1.,P,oint��il S I.- sw
inTu
Approx. Scale: 1" = 1/2 mile
Hadfield Residence
F-bnGE& 506 Wh Avenue S
1 0 C 0 8 P 0 R A T 6 0 Edmonds, Washington
1b 5Vy Z
-1 —/ jz
88TH SV9 K-"e, Tn* I I e
lt'6-S:
S W
RD
S
b, 1931FID
T
�T
LPL�
S
52�g4L
. ':c
I
-.�24
I ST S
200TH
6j
ST S
-4
DSTS
_LOIST
1-17-1
-
-1 202
?I-
" 2
z
204T
2 L S
N
M
2 6 S"
SW
L SW C42
(6
Pin
id e
208TH S SW
210
H ST
SW
>
<
PL
212'H
SjSW
M
2
3TH S,
SW
213TH PL
799
w
T
14TFri
L SW
21
TH ST SW
M
L SW
6
H
--� T
M 4
1'y1nT'Sw
T IT=
5 E w
IELNU -Sw
!IT 0 -r - a �- — a X
CO CO
2 S ST SW
99
H 221
2 LPL
L S. S 1 142' ST S
SH I H ST SM 230L, S 229T�
I
T ST SW -4
P
SW 32
V
T
r
MA RONALN 21TH ST M M
235TH I JSW
2 'HS S 23 ISr 23
3
H Sw
238TH S SW
VICINITY MAP
155 Figure No. 1
UKAWN UT: I LA UNLUIAU UT: QLI UATE: I I.UO.UQ
S SHED
HED
A
ICRETE
VALK
10 0 10 20
iiiiiia
scale in feet
Ij
D
Legend: T-
BH-1 Approx. Location M
of Borings
Study Cross Sections
Note: Base map provided
by Woollen Studio, LLC,
October, 2005.
60 0
BH-2 �5
U U - -'Mr
5878
U4E
Ui
SH OR
E. 4 L �1 --�OWEI
Fj
t LEVEL FF ELEV. z
0
\—U
E41
OP
P
H
Usp
JSE TH 7
kSE E T
Oc P1
T-FJ — —
008
EME T
E. 1 1.5
LIMI
(FF EiV.-125.51
BMEMENT
L
C14
\j C-,1,8 9 0 33' \4 3 E
cot
WATER LINE
0 & TEL
�O HEAD POWER & EPION
MY VARF
Hadfield Residence
I-")an(M@ 506 6th Avenue S
I N C 0 R P 0 R A T 1 0 Edmonds, Washington
I
C"
134 ---J
CONCRETPF
8 8. F�
- 61
'l
=DRIVEWAY
7.1'
LLJ
5.3'
WOOD DECK
101/
C7
0z I ;/I Al' LINE
F
rWAY -A -AI
SITE AND EXPLORATION PLAN
k. 05-155 na= mo. 2
RELATIVE DENSITY/ CONSISTENCY
SPT
Approx. Relative
SPT
Approx. Undrained Shear
Density
N-values
Density
Consistency
N-values
Strength (psf)
Very Loose
<4
<15
VerySoft
<2
<250
Loose
4 to 10
15-35
Soft
2 to 4
250-500
Med. Dense
10 to 30
35-65
Med. Stiff
4 to 8
500-1000
Dense
30 to 50
65-85
stiff
8 to 15
1000-2000
Very Dense
>50
85-100
Very Stiff
15 to 30
2000-4000
Hard
>30
>4000
UNIFIFD SOIL CLASSIFicATInN SY.RtFM
MAJOR DIVISIONS
GROUP DESCRIPTIONS
GW: Well -graded GRAVEL
Gravel
GRAVEL (<5% fines)
...
50% or more of the coarse
GP Poorly -graded GRAVEL
fraction retained on the #4
sieve, Use dual symbols (eg.
............................................................
GM: Silty GRAVEL
GP -GM) for 5% to 12% fines.
......................................................................
GRAVEL (>12% fines)
............................................................
GC: ClayeyGRAVEL
..... . .....................................................
SW: Well-gradedSAND
SandSAND
(<5% fines)
..
............................................................
50% or more of the coarse
SP Poorly -graded SAND
fraction passing the #4 sieve.
Use dual symbols log. SP-SM)
............
.... .
............................................................
SM Silty SAND
for 5% to 12% fines.
SAND (>12% fines)
.
..... .............................................. ........
SC Clayey SAND
......................................................................
..... . .....................................................
ML: SILT
Liquid Limit < 50
............................................................
CL : Lean SILT
Silt and Clay
............................................................
OL Organic SILT or CLAY
50%or more passing #200 sieve
..................................
MH: .. Etas . tic . SILT .......................................
Liquid Limit > 50
......................................................
CH Fat CLAY
......................................................................
......................................................
Organic SILT or CLAY
z
Highly Organic Soils
Lt
..... ......................................................
PT : PEAT
Notes: 1. Soil exploration lo s contain material descriptions based on visual observation and field tests using a system
modified from the Unilorm Soil Classification System SCS). Where necessary laboratory tests have been
, unj�U
conducted (as noted in the 'Other Tests" column) descnptions may include a classification. Please refer to the
discussions in the report text for a more complete description of the subsurface conditions.
2. The graphic symbols given above are not inclusive of all symbols that may %pear on the borehole logs.
Other symbols may be used where field observations indicated mixed soil consti luents or dual constituent materials.
DESCRIPTIONS OF SOIL STRUCTURES
Layered: Units of material distinguished by color and/or
Fissured: Breaks along defined planes
composition from matdhal units above and below
Slickensided: Fracture planes that are polished or glossy
Laminated: Layers of soil typically 0.05 to Imm thick, max. 1 cm
Blocky: Angular soil lumps that resist breakdown
Lens: Layer of soil that pinches out laterally
Disrupted: Soil that is broken and mixed
Interlayered: Altemating layers of differing soil material
Scattered: Less than one per foot
Pocket: Erratic, discontinuous deposit of limited extent
Numerous: More than one per foot
Homogeneous: Soil with uniform color and composition throughout
BCN: Angle between bedding plane and a plane
normal to core axis
COMPONENT DEFINITIONS
COMPONENT
SIZE / SIEVE RANGE
COMPONENT
SIZE / SIEVE RANGE
Boulder:
> 12 inches
Sand
Cobbles:
3 to 12 inches
Coarse Sand:
#4 to #10 sieve (4.5 to 2.0 mm)
Gravel
Medium Sand:
#10 to #40 sieve (2.0 to 0.42 mm)
Coarse Gravel:
3 to 3/4 inches
Fine Sand:
#40 to #200 sieve (0.42 to 0.074 mm)
Fine Gravel:
3/4 inches to #4 sieve
Silt
0.074 to 0.002 mm
Clay
<0.002 mm
PmGE@ Terms and Symbols for
I N C 0 R P 0 R A 7 E D Boring and Test Pit Logs
TEST SYMBOLS
for In Situ and Laboratory Tests
listed
in "Other Tests" column.
CBR
California Bearing Ratio
Comp
Compaction Tests
Con
Consolidation
DD
Dry Density
DS
Direct Shear
%F
Fines Content
GS
Grain Size
Perm
Permeability
PP
Pocket Penetrometer
R
R-value
SG
Specific Gravity
TV
Torvane
TXC
Triaxial Compression
UCC
Unconfined Compression
SYMBOLS
SamplelIn Situ test types and intervals
24nch OD Split Spoon, SPT
(1404b. hammer, 30"drop)
3.254nch OD Spilt Spoon
(3004b hammer, 30' drop)
Non-standard penetration
test (see boring log for details)
Thin wall (Shelby) tube
Grab
Rock core
Vane Shear
MONITORING
WELL
Groundwater Level at
time of drilling (ATD)
Static Groundwater Level
Cement I Concrete Seal
Bentonite grout / seal
Silica sand backfill
Slotted Up
Slough
Bottom of Boring
MOISTURE CONTENT
Dry Dusty, dry to the touch
Moist Damp but no visible water
Wet Visible free water
Figure 3
C
C!
C
2
U
a
C
a
U
C
Q
C
Project: Hadfield Residence
Surface Elevation: -138
Job Number: 05-155
Top of Casing Elev.:
Location: Seattle, Washington
Drilling Method: Hollow Stem Auger
Coordinates: Northing: , Easting:
Sampling Method: SPT
N-Value A
0
z
CD
U)
Cn
a)
PL Moisture LL
'C�
(n
E
MATERIAL DESCRIPTION
C1
E
M
E
cc
0
0)
—
>1
U)
RQD Recovery
0 0
Fn
0
0 -
1
0 50 100
S-1
1
Medurn dense, reddish brown, silty SAND with gravel, dry to moist,
: . . :
: ' ' ' ' " : :
X
2
9
occasional roots (TOPSOIL/FiLL).
* . .
...
. . . . . . . .
.....
Loose to medium dense, brown, SAND, dry to moist, with occasional
2
roots. (FILL).
S-2
X
2
3
5
3
. . . . .
. . . . .
S-3
X
3
5
5
S-4
8
numerous roots noted in sampler tip.
10-
. . .
. . .
Medium dense to dense, grayish brown SAND with occasional gravel,
S-5
X
6
8
moist to very moist. (OUTWASH).
10
6
S-6
X
10
12
15-
8
. . . .
. . . . .
S-7
X
14
18
-20
8
. . . . . .
S-8
X
15
25
Very dense, grayish brown sandy SILT with gravel, moist,
heterogenous texture. (GLACIAL TILL).
S-9
21
50/5
>
Bottom of boring at 23.5 ft. No groundwater encountered during
drilling.
.....
: : : : :
.........
: : : : : : : : :
25-
. . . . . . . .
.........
......
.
.........
-30-
. . . .
.........
.........
. . . . . . . . .
. . . . . . .
.....
..
. . . . . . . . .
Compf etion Depth: 23.4ft
Remarks: Standard Penetration Test (SPT) sampler driven with a 140 lb. safety hammer.
Date Borehole Started: 10/10/05
Hammer operated with an rope and cathead mechanism. No groundwater encountered
Date Borehole Completed: 10/10/05
during drilling.
Logged By: TEA
Drilling Company: CN Drilling
PmGE@ LOG OF TEST BORING 131-1-1
I N C 0 R P 0 R A T E D Figure 4
Phone: 206.262.0370
I he stralitication lines represent approximate boundaries. The transition may be gradual. Sheet 1 of 1
Project: Hadfield Residence
Surface Elevation: -128
Job Number: 05-155
Top of Casing Elev.:
Location: Seattle, Washington
Drilling Method: Hollow Stem Auger
Coordinates: Northing: , Easting:
Sampling Method: SPT
N-Value A
0
z
co
(D
7F)
PL Moisture LL
a)
-a
-9
,
1--
.0
E
MATERIAL DESCRIPTION
i
CL
E
CU
CL
E
0
a)
>1
co
RQD Recovery
M M
Fn
0
0
0 50 100
S-1
X
2
Loose, brown, silty SAND with gravel, dry to moist, numerous roots
: : : :
. . . . . .
2
(TOPSOIL).
Medium dense, brown, SAND, dry to moist. (FILL).
3
S-2
X
6
5
S-3
X
8
10
S-4
. . . .
10-
3
. . . . . . . . .
S-5
X
6
numerous roots noted in sampler tip.
Medium dense, grayish brown SAND, moist to very moist.
S-6
X
7
7
a
(OUTWASH).
12
. . . . . . . . .
.
S-7
X
10
15
Bottom of boring at 16.5 ft. No groundwater encountered during
. . . . . . . .
. . . .
drilling.
.20-
-25-
...
.........
-30
...
.........
Completion Depth: 16.5ft
Remarks: Standard Penetration Test (SPT) sampler driven with a 140 lb. safety hammer.
Date Borehole Started: 10/10/05
Hammer operated with an rope and cathead mechanism. No groundwater encountered
Date Borehole Completed: 10/10/05
during drilling.
Logged By: TEA
Drilling Company: CN Drilling
PmGE@ LOG OF TEST BORING 131-1-2
I N c 0 R P 0 R A T E D Figure 5
Phone: 206.262.0370
IThe stratification lines represent approximate boundaries. The transition may be gradual. Sheet 1 of 1
Project: Hadfield Residence
Surface Elevation: -137
Job Number: 05-155
Top of Casing Elev.:
Location: Seattle, Washington
Drilling Method: Hollow Stem Auger
Coordinates: Northing: , Easting:
Sampling Method: SPT
N-Value A
0
z
Q.
CD
PIL Moisture LL
(D
a)
.0
E
MATERIAL DESCRIPTION
E
M
E
W
3:
0
W
—
>1
RQID Recovery
M M
(n
U)
Fn
0
0
0 50 100
S-1
X2
Loose, reddish brown, silty SAND with gravel,, dry to moist, numerous
2
roots (TOPSOIUFILL).
Medium dense to dense, grayish brown SAND with occasional gravel,
. . . . .
3
moist to very moist. (OUTWASH).
S-2
7
9
5
7
S-3
17
24
6
S4
10
19
10
7
S-5
10
13
7
S-6
11
16
15-
7
. . . . . . . . .
. . . . . .
S-7
X
18
19
20- . . . . . . . . .
17 .. ....
50/6
Very dense, grayish brown sandy SILT with gravel, moist, . . . . . . . . . . . . .
heterogenous texture. (GLACIAL TILL).
27
S-8 33
50
Bottom of boring at 24 ft. No groundwater encountered during drilling.
25-
D... . . . . .
Li
z 30 -
. . . . . .
.
Li
Completion Depth:
24.0ft
Remarks: Standard Penetration Test (SPT) sampler driven with a 140 lb. safety hammer.
Date Borehole Started:
10/10/05
Hammer operated with an rope and cathead mechanism. No groundwater encountered
Date Borehole Completed:
10/10/05
during drilling.
Logged By:
TEA
Drilling Company:
CN Drilling
'D
J PmGE@
LOG OF TEST BORING 131-1-3
D I N C 0 R P 0 R A T E
D
Figure 6
3 Phone: 206.262.0370
The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 1 of 1
05-155 cross section A.grf w/ 05-155 cross sections.xis and 05-155 sticklogs.)ds 3/10/06 (12:23) TEA
Z
W
a
0
160
155
150
145
140
o 135
> 130
0)
LLI 125
�Plfl
Q LOT 2
BH-2
LEGEND
Borehole Symbols
Boring
Designation
BH-1
SPT N-value
7
12
25
26 Silt
>50
? -3— %Soil description
>50
Geologic Contact
(approximate)
M"MA
il
L
L... �J` �L' - ' �I ....
0 5 0 5 20
scale in feet
Notes:
1. Ground profile based on the topography shown on Figure 2.
2. See Figure 2 for location of Section A.
3. See boring logs on Figures 4 and 5 for additional subsurface information.
4. Subsurafce profile is based on widely -spaced subsurface explorations.
Actual subsurface conditions may vary from the generalized soil profile.
160
155
150
145
140
135
130
125
120
115
110
U
0
PG
NHOMISH COUNT AUNGTON
CITY CLERK
CITY OF EDMONDS
121 STH AVENUE NO.
-WONDS. WA 98020
STATEMENT ON ACCESSORY DWELLING UNITS
Property Address: 57-1�? OVe a-,
Edmonds, Washington
Legal Description: *,a -,,%ot74,oy_*73VAo, j* 70go- ovov gAsigr r
,EkA Ae 7014
Vm,
&2W4! f- Z, W�
A' 44F,47"11010 --kAW7_-4e- A441AW140. -17,-IA* W -Wf4Vw1.w 40, �--7N;1% 4-
Assessor's Parcel Number: 274P WASW146-roO,
46 4�v le- * 0' cn zp,00,405 (02.&&al. JO&4 Pj,:j6ekt-1
I have read rhe req ements for accessory dwelling units contained in Chapter 20.2 1 of the
Edmonds Community Development Code (ECDC) and understand that an accessory dwell ng
unit as defined in ECDC Section 21.05.015 is prohibited until an Accessory Dwelling Unit
Permit is appfoved,
I also understa� * rid that an Accessory Dwelling Unit Permit can -not be approved unless all the
criteria in Chapter 20.21 are met, and all the necessaD� items are Submitted, inclu'ding an
affidavit of occupancy and a covenant to be filed with the Snohomish County regarding tile
regulations imposed on Accessory Dwelling �j 711�1
Property Owner Signature. LF
Property Own Name U�elnt
D a t C:
STATE OF WASHINGTON
COUNTY OF SNOHOMISH)
I certify that I know or have satisfactory evidence that%d /PC
signed this instrument and acknowledge it to be his/oree and.voluntary act foro(e uses and
purposes mentioned in this instrument.
D
Notary's pre�ssure seals must be smudged,
Signature of Q N
Notary Public:
JANiCE A. 7WLLAAW48
rNOTARY PUBW Residing at:
STATE OF WANNGTON My Appointment
COMMIS" EXPIRES
J 1
MIJARY 4.2010 Expires:
THIS DOCUMENT MUST BE RECORDED WITH THE SNOHOMISH COUNTY AUDITOR,
S-0 el A
After Recording, Return to:
Joel R. Hadfield
21701 76 1h Ave W
Suite 303
Edmonds, WA 98026
200805120764 a PGS
0511212008 4:33r
1 11, 00
SNOHOMISH COUNT ASHINGTON
NO EXCISE TAX
REQUIRED
MAY 12 2008
STREETFILE KIRKE SIEVERS, Snohomish CounV Trearer
By KIRKE SIEVERS
[Space above this line for Recorder's use only]
REVISED DECLARATION OF EASEMENTS AND RESTRICTIVE
COVENANTS
This Declaration of Easements and Restrictive Covenants ("Declaration" or "Revised
Declaration") is being made on the date hereinafter set forth, by Joel and Dana Hadfield,
husband and wife (hereinafter referred to as "Hadfield" or "Covenantor").
RECITALS:
a. Hadfield owns all of the real property described in Exhibit A attached hereto.
b. Hadfield has previously executed a Declaration of Easements and Restrictive
Covenants dated January 30, 2007, recorded in Snohomish County under auditor's file
number 20071311294 ("Original Declaration")
C. The casements and systems contemplated at the time of the Original Declaration
are not practical due to certain changes in circumstances and factors unknown to Hadfield
at the time of the Original Declaration. Hadfield has determined that there is a need for
modification of the original terms as well as a need for an additional Utility Easement.
d. This Revised Declaration is intended to fully replace the Original Declaration.
C. Despite Hadfield owning Lot-1, Lot-2 and Lot-3, the doctrine of merger is not
intended to apply to this Declaration and creation of the easements described herein, and
f. Any and 0 references to the "owner(s)" of Lot-1, Lot-2, or Lot-3 shall hereinafter
include the respective owner's successors and/or assigns;
I of 0
Revised Declaration of Easement and Covenant
DECLARATIONS
NOW, THEREFORE, in order to subject Lot- 1, Lot-2 and Lot-3 to the easements and
restrictions set forth herein, Hadfield hereby declares, as follows:
1 DRIVEWAY AND UTILITIES. Hadfield hereby grants and declares easements
for ingress, egress and utilities upon portions of Lot-1 and Lot-2.
1.1 Purposes. The reciprocal easements shall be used for ingress and egress
to Lot- I and Lot-2.- An improved driveway has been constructed on the easements. The
driveway shall be used for ingress and egress purposes only. No parking shall be
permitted on the portions of Lot- I and Lot-2 on which the foregoing easements are
granted. The foregoing easements may also be used for installation and maintenance of
utilities, including, but not limited to, water, electrical, sanitary sewer,
telecommunications and gas to service Lot- I and/or Lot-2. A utilities vault may be
installed under any portion of the easements, provided that installation and/or
maintenance of the utilities vault or the utilities contained therein does -not materially
interfere with ingress or egress over the driveway.
1.2 Locations.
For the benefit of the owner of Lot- I an easement shall be located over, upon,
and/or under.the east ten (10) feet of the north twenty (20) feet of Lot-2.
For the benefit of the owner of Lot-2, an easement shall be located over, upon
and/or under the west ten (10) feet of the north twenty (20) feet of Lot- 1.
1.3 Maintenance. The owners of Lot- 1. and Lot-2 shall be jointly responsible
for any usual and necessary maintenance of the driveway. and shall each be responsible
for payment of one half (1/2) of the costs of any such maintenance. The cost of
p
maintenance and repairs to utilities located within the easement shall be borne by the
owner whose utilities require the maintenance or repair, provided that, if utilities of both
owners located within the easement simultaneously require * maintenance or repair, each
owner shall be responsible for payment of one half (1/2) of the costs of any maintenance
or repair that benefits both parties approximately equally.
2. CONSTRUCTION AND VEGETATION. Hadfield hereby * eclares that neither
structure nor appurtenance shall be constructed and no vegetation shall be permit ted on
Lot-2 and Lot-3, except asprovided in this Declaration.
2.1 Purpose. This Restrictive Covenant shall be for the purpose of reasonably
preserving the views from Lot-1 and Lot-2 toward Puget Sound that may otherwise be
blocked or impaired by the development of Lot-3 or by vegetation on Lot-2.
2.2 Restrictions.
2.2.1 Height Restrictions Lot-3. No vegetation or structures of any
kind (temporary or permanent) shall be permitted in the north thirty feet (30.00')
of Lot-3 which exceeds a height of one hundred forty five (145') feet above sea
level without the approval of the owner of Lot-2. All measurements relating to or
2 of,&
Revised Declaration of Easement and Covenant
referencing to sea level are measured after considering the assumed fact that the
Vertical Datum of NAVD 88 in a found 2" iron pipe with tack in lead in
monument case on Sth Avenue South and 140 feet South of the intersection of
Walnut Street and 5th A South, Edmonds is 79.23 feet above sea level.
2.2.2 Additional Height Restrictions Lot-2 and Lot-3. Nothing,
including but not limited to vegetation or structures (temporary or permanent),
shall be permitted to exceed the peak of the roof of the single family residences
on Lot-2 and Lot-3, respectively.
2.3 Injunction. Any breach of this restrictive covenant may give rise to -
irreparable harm and injury to the owners of Lot- I and/or Lot-2 of an immediate and
permanent nature for which the owners of Lot- I and/or Lot-2 may not be fully or
adequately compensated through payment of money damages and which will
substantially outweigh any conceivable injury which Lot-2's or Lot-3's owners might
incur by virtue of being restrained from engaging, in said conduct. Therefore, in the event
of any actual, threatened, or anticipated material breach byLot-2's or Lot-3's owners of
any of such provisions, Lot- I's and/or Lot -Ts owners, in addition to any other right in law
or equity, shall be entitled to an immediate temporary restraining order, as well as to
preliminary and permanent injunctive relief, from any court of competent jurisdiction
restraining Lot-2's or Lot-3's own6rs from engaging in said breach. In conjunction with
any legal proceeding to obtain such relief, Lot- I's and/or Lot -Ts owners shall not be
required to post any bond or other security.
4 STORM WATER COLLECTION SYSTEM. Hadfield hereby grants and
declares easements for the installation and maintenance of a storm water collection
system upon portions of Lot- I and Lot-2 to benefit Lot-2 and Lot-3.
4.1 Purpose. Roof downspouts on permanent structures as erected or to be
erected on Lot-2 and Lot-3 as well as drains for impermeable surfaces shall be connected
to a storm water collection system. There is an existing system with pumps and force
main to pump such water to an existing retention system in the easement on Lot-2 and an
existing eight (8) inch private storm water line and catch basin located on Lot-1 that
flows into the City of Edmonds storm sewer systernin Sixth Avenue South and Walnut
Street.
4.2 Locations.
4.2.1 Lot-1. For the benefit of Lot-2 and Lot-3, Hadfield hereby grants
and declares an easement for storm water collection purposes over, under and
across the West twelve (12) feet of the North twelve (12) feet of Lot- 1. This
description is intended to include the existing catch basin and 8 inch storm water
line. To the extent that the existing catch basin and storm water line may not be
actually located within the described easement, the easement shall be extended to
include such existing catch basin and storrn water line.
4.2.2 Lot-2. For the benefit of the Lot- - 3, Hadfield hereby grants and
declares an easement for such separate storm water collection purposes over,'
under and across the South ten (10) feet of Lot-2 and the East ten (10) feet of Lot-
1
0%
Revised Declaration of Easement and Covenant
4.3 Maintenance of Easement and Storm Water Collection System.
4.3.1 Easement on Lot-1. The owners of Lot-1, Lot-2 and Lot-3 shall be
jointly responsible for any usual and necessary maintenance of the easement over,
under and across Lot- I and shall each be responsible for payment of one third
(1/3) of the costs of any such maintenance. The cost of usual and necessary
maintenance and repairs to the storm water collection system located within the
easement shall be borne by the owner whose system requires the repair, provided
that, if the systems located within the easement or any component of a system that
serves all such systems (e.g., pumps) require maintenance or repair, each owner
shall be responsible for payment of one third (1/3) of the costs of such
maintenance or repair.
4.3.2 Easement on ' Lot-2. The owners of Lot-2 and Lot-3 shall be jointly
responsible for any usual and necessary maintenance of the easement over, under
and across Lot-2 and shall each be responsible for payment of one half (1/2) of
the costs of any such maintenance. The cost of usual and necessary maintenance
and repairs to the storm water collection system located within the easement shall
be borne by the owner whose system requires the repair, provided that, if the
systems of both owners located within the easement or any component of a
system that serves both systems -(e.g., pumps) require maintenance or repair, each
owner shall be responsible for payment of one half (1 /2) of the costs of such
maintenance or repair.
5 . UTILITY EASEMIENT. For the benefit of Lot-2, Hadfield hereby grants and
declares an easement for installation of utilities, including, but not limited to water,
electrical, sanitary sewer, telecommunications and gas to service Lot-2 over the South ten
(10) feet of Lot-3.
6 GENERAL TERMS.
6.1 Covenants Running With the Land. The rights and restrictions
contained herein shall be deemed appurtenant to and running with the land and shall
benefit and be binding upon the owners of Lot-1, Lot-2 and Lot-3 and their respective
heirs successors and/or assigns.
6.2 Right of Access/Passage. The owners of Lot-1, Lot-2, and Lot-3 and
their agents, employees and contractors shall have reasonable rights of access and
passage over so much of the other's respective Lot as is reasonably necessary for the
purpose of conducting maintenance and/or repair of any of the easements, utilities or
systems provided for in this Declaration. Except when necessary to address exigent
circumstances, no owner nor his agent, employee or contractor shall exercise the rights
for access or passage without reasonable notice to,and consent of the burdened owner,
which consent may not be unreasonably withheld. The owner exercising this right shall
use due care to min ' imize damage and/or disruption to the burdened Lot and upon
completion of the maintenance or repair shall promptly return the burdened property to
the condition it was in prior to the maintenance or repair.
6.3 Extraordinary Maintenance or Repairs. The cost of any extraordinary
maintenance or repairs to any' of the easements or systems contemplated by this
MU,
Revised Declaration of Easement and Covenant
Declaration for damage which is necessitated by the action or inaction of any owner or
such owner's guests, invitees, licensees, agents, or employees shall be borne by that
owner. Examples of such extraordinary damage include, but are not limited to damage
caused by construction, passage of heavy trucks and equipment, installation of additional
utilities, utility trenching and excavation, and damage caused by alteration of drainage
patterns.
6.4 Relocation of Easements and Systems. The owners of Lot-1, Lot-2 and
Lot-3 shall each retain the right to relocate the portions of the easements, utilities, and
systems which are located on their respective Lots; provided:
No relocation shall materially degrade or decrease the quality or value of the
benefits of the easements or systems to. the other Lots;
No relocation shall cause any material increase in the costs of maintaining the
easement or system to the owners of the other Lots;
The owner relocating the easement shall bear all of the costs of relocation;
The relocation shall not require the modification or relocation of any portion of
the easements or systems located on the other Lot(s), without the approval of the
owner of the other Lot(s);
The owner seeking relocation shall use best efforts to minimize any disruption to
the utilities or benefits of the other owners during the process of relocation. In no
event shall the process of relocation cause any unreasonable disruption to the
utilities or benefits of the other Lots;
Any owner desiring to relocate any easement or system will provide the other
owners with advance notice and a reasonable opportunity to express any
objections or concerns regarding such relocation. The owner desiring relocation
shall use best efforts to satisfactorily address . any such objections or concerns
before proceeding;
The relocating owner shall obtain any and all necessary permits and shall comply
with all applicable taws. Relocation or utilities and systems shall be performed
only by a properly licensed and insured contractor; and
The owner shall file a declaration accurately describing any such relocation in the
records of Snohomish County.
6.5 Attorney's Fees. If the owners of Lot-1, Lot-2, or Lot-3 shall bring suit
or action against another owner for relief, declaratory or otherwise, arising out of this
Declaration, the prevailing party shall have and recover against, the other party(ies), in
addition to all court costs and disbursements, such sum as the Court may adjudge to be a
reasonable attorney's fee.
. 6.6 Hold Harmless. Each of the owners of Lot-1, Lot-2 and Lot-3 agrees to
indemnify and hold the other owners harmless against all liability for injury to
him/herself or to his/her guests, invitees,- licensees, agents, or employees, or damage to
property when such injury or damage shall result from or arise out of or be attributable to
use of the easement or to any maintenance or repair undertaken pursuant to this
Agreement.
5 ofS
Revised Declaration of Easement and Covenant
6.7 Validity. In case any term of this Declaration shall be invalid, illegal, or
unenforceable, in whole or in part, the validity of any of the other terms of this
Declaration shall not in any way be affected thereby.
6.8 Waiver of Breach. The failure of the owners of Lot-1, Lot-2, or Lot-3 to
insist upon strict performance of any of the covenants and agreements herein contained,
or to exercise any option or right herein conferred, in any one or more instances, shall not
be construed to be a waiver or relinquishment of any such option or right, or of any other
covenants agreements, but the same shall be and remain in fidl force and effect,
6.9 Dispute Resolution. If any. dispute shall arise as to any matters relating to
this Declaration, the easements granted herein, the covenants created herein, the systems
contemplated by this Declaration, or any right or responsibilities arising from the
-foregoing, any affected party may demand that the matter be submitted to mandatory
mediation, using a member in good standing with the Washington State Bar Association
as agreed to between the owners of the Lots affected by the dispute. Each owner shall
pay an equal share of the mediator's fee.
6.10 Supercede. This Revised Declaration shall fully replace and supercede
the Original Declaration.
6.11 No Merger. The doctrine of merger shall not apply to this Declaration
and creation of the easements described herein.
IN WITNESS WHEREOF, the Grantor/Coventantor has hereunto set his/her hand this
30th day of January, 2007.
-W I IR
—.00l Dana HaA�ield
=I
Revised Declaration of Easement and Covenant
STATE OF WASHINGTON
ss:
COUNTY OF SNOHOMISH
ON THIS DAY before me, the undersigned, a Notary Public in and for the State
of Washington, duly commissioned and sworn, personally appeared Joel Hadfield and
Dana Hadfield, to me known to be the individuals described fif and who executed the
within and foregoing instrument, and acknowledged that they signed the same as their
free and voluntary act and deed, for the uses and purposes therein mentioned.
DATED: I OF
NOTARY P1 J�LIC in and for the State of
Washington, residing at yyli—
Aril
%C1 My Commission Expires: k�
OF
am
N - QA,(- I- r il
Revised Declaration of Easement and Covenant
EXHIBIT A
LEGAL DESCRIPTIONS
Lot-1
Lot- I of City of Edmonds Short Plat No. S-2005 -45 as per Short Plat recorded in
Snohomish County under Snohomish County Auditor's File No. 200608235004.
Lot-2
. Lot-2 of Edmonds Short Plat No. S-2005-45 as per Short Plat recorded in
Snohomish County under Snohomish County Auditor's File No. 200608235004.
Lot-3
Lot-3 of Edmonds Short Plat No. S-2005-45 as per Short Plat recorded in Snohomish
County under Snohomish County Auditor's File No. 200608235004.
8 of 8
Revised Declaration of Easement and Covenant
50
A%
ED *
0
HOLLY DRIVE
5ZI? - (^ " s
STREET FILE
ATER METER
NATER LINE
CITY OF EDMONDS WATERLINE AS -BUILT
ADDRESS: PERMIT
509 - 6TH AVE S. No- BLD 20060619
CONTRACTOR: HOMEOWNER: SCALE:
K L ENTERPRISES I HADFIELD I NTS
DATE INSPECTED1 INSPECTED BY: DATE DRAWN: DRAWN BY:
5/23/08 1 E. SIBREL 1 6/27/10 B. SHIU
.0
1111111111 lip 11111 lip 11111111111111111111111111111
P'11110'M':20�m �12 1 PG
SNOHOMISH COUNT ASJNGTON
CITY CLERK
CITY OF EDMONDS
121 STH AVENUE NO.
r'nMONDS. WA 98020
STATEMENT ON ACCESSORY DWELLING UNITS:
Property Address: -4;0�' 471vy- a-,
Edmonds, Washington
Legal Description: *a .,vopo
: Ae 7A;k
Zz '16ftwa A—e, *VA1, AgamwAe.0
.v f jr,47"-& --01'07�44- AW,4W/40--r/7;r/,1* -W -*PP-44V1*1441 40, �,17" 04
Assessor's Parcel Number:
joeq. P't"We'k-j-,
I have read the requirements for accessory dwelling units contained in Chapter 20,21 of the
Edmonds Community Development Code (ECDC) and understand that an accessory dwelling
unit as defined in ECDC Section 21.05.015 is prohibited until an Accessory Dwelling Unit
Permit is appeoved.
I also understand that an Accessory Dwelling Unit Pen -nit carinot be approved unless all the
criteria in Chapter 20.2 1 are met, and all the necessary Items are Submitted, including an
affidavit of occupancy and a covenant to be filed with the Snohomish County regarding (lie
regulations imposed on Accessory Dwelling . �Jlyifljj
Property Owner Signature,
P W "', --- f
ropertyOwn Name( lilt :
Z�Date:
STATE OF WASHINGTON
COUNTY OF SNOHOMISH)
I certify that I know or have satisfactory evidence that%W
signed this instrument and acknowledge it to be his/ r ree and,voluntary act fo e uses and
purposes mentioned in this instrument.
D
Navy's pn�-ssure seals must be smudged.
Signature of
Notary Public:
JAMCE A. WLUAMS
NOTARY PLOW Residing at:
STATE OF WASm"TON My Appointment
COMMM" EXPtFt8 Expires:
JANUARY 4. 2010
THIS DOCUMENT MUST BE RECORDED WITH THE SNOHOMISH COUNTY AUDITOR.
ax sen't by :.3604242970
PSE NORTHERN REGION
86-16-06 11:03
PS: I
0
40
ROW Department
1700 East College Way.
Mount Vernon, WA 98273
Fj+5-WE&T lf`�F-0
--Wa�
41jo 19 6 Ua
EMS ET PLE
FACSIMILE TRANSMMA.
Date: 'June 16, 2006
To: Carter
Fax: 206-784-9809
FROM: Patty Rose Phone. 360-424'2959
Fax. 360-424-2970
RE: PSE Gas Easement @ 506 6" Ave S, Edmonds
Here is the information we discussed. Hopefully this will clarify for you
where the gas line is located. The Engineer you would want to call regarding
any change to this gas line is Doug Usitalo CP Pilchuck Contractors. He can
be reached at 206-418-4236. Let me know if you have any questions or wish
to discuss easement issues. I can be reached at 360-424-2959.
Thank you,
os
Patty *
45 Slays
1 f4ov —
Fax sent by 3604242970
pro
PSE NORTHERN REGION
In A4
IWS3
06-16-06 11:04 Pg: 3
um. L 391 co
f
21 4,0
Sal
N
5J5 519 CD Q
C4
CD
co
to W) WC3 SOL
AV 2/1 9)
kol
gy3oO
WS3 j?
own$
kA
T*7C 0 C
VVALIVUT Sl I a 8:-:911�11112 3ltl616---IVi8
RIN PLAC
co -C
CONDO a.
LU A VA
03
(9049) (8900) 0 21,
s (7�98 - �01
44� - Ayety 'a YL
.c -C -1 -C -C
t � 3- 101 3 3- 3- SP S-;PI-87 JrrA ijri.Vrir YSy r�kzo Vr� Vr
-C c -C ;� -r-- -C :r
J- 3- .3 3- 2 +
-C --c -C -C 1 m +
3- 2-029+
4-
-C -C -C -C
CIN '-tH4H4F?-WiV=2-031
+ co
':2-033-i:2—C
4 ......... A---L ............ 3 + 1 2-0303- z
++ ++ I I c 0
+H+H
++ + +
08 w
++ 1 2— 182$ 2-038 :c z
3--:f:2-08X+' �2-0853+: Y-2-08 2-089 w
:2-081 r-
m :1 :1:c 3: 3- -4:
+ +
M:-A+H+H+H4AV6Y6yAq �yAyr%yAy6yAjr, -C -,,2-036:i. 2—
i+Hi-H -c
-0393-2-0371
c
2-090
+H+V4 -C +
-C -C -C
A-"y +H+H 1-
-C &Ih + . H ........ .... ........
--2 ......
2-082 3 -084-2c-2-0863:
2-091 ........
-OF, YA ........... ...... ...... SEA 00 5
................ p 8.s&+ 0
F
2-138 x 1 2 3 4( 4 DO)
-C ::12 1 R
:c 15 14 13 - TES DI I
02 2 ... .... T
3-
173-
CITY OF
NWI/4 NWI/4 SECTION 25, T.27N., R.3 E.9
DECLARATION
..WE -CEU-17ri"T'HAT WE ARE" THE LEGAL OWNERS OF THE PROPERTY DESRIBED ABOVE AND WE CERTIFY THAT THIS
SUB.PIVISION KITH --THE FOLLOWING CONDITIONS IS MADE OF MY FREE CONSENT AND ACCORDING TO OUR DESIRES.
RAINTENhN(IF�.-OfIffFIATION.,-'R�P.AIFI-.-.A-Nb/OR RECONSTRUCTION, AS INTENDED IN THIS DECLARATION. APPLY
rO-.ALL NECESSARY MATERIALS AND LABOR REQUIREDr.T0 MAINTAIN A STABLE AND USABLE DRAINAGE SYSTEM
S c
HOWN,ON THIS. BLA-T'AND lD5NTIFIED A815Vt -,6S- ITE DRAINAGE EASEMENT. THE COST OF SAID - MAINTENANCE,
OPERATf(5N. ANO REPAJ.R tAND/OR RECONST8bGTION..SHAL-t.-A.�S0 BE 13DRNE EQUALLY AND JOINTLY BY THE OWNERS,
THEIR HEIRS. SUCCE IRS 0310. ES'� - UF SAID LOTS. 1. 1 2 AND 3.
JOEL R71ELIY' [Mt,137. HADFIEL5
m...ACK4OWLEQ3E�AENTI,
I CERTIFY THAT I KNOW OR HAVE SATISFATORY EVIDENCE T14AT JOEJ; R. AND DANA78. HADFIELD ARE THE
PERSONS WHO APPEARED BEFORE ME. AND:SAID PERSONS ACKNbKLEDGliD THAT THEY SIGRED THIS INSTRUMENT
AND ACKNOWLEDGED IT TO BE THE FREE AUD VOLUNTARY%ACT OF"SAID PERSONS PeR -T�EUSES AND PURPOSES
MENTIONED IN THE INSTRUMENT-. m..
DATED THIS DAY OF
yAl m-
#E PRINTED)
ARY PUBLIC IN -AND FOR THE
T
TA E OF WASHINGTON.
MY COMMISSION EXPIRES
AUDITOR'S CERTIFICATE
NOo S--2005-45 SHEET i OF 2
W. M.
LEGAL DESCRIPTION
LOT 1. CITY OF EDMONDS SHORT PLAT S-36-B5 AS SHOWN IN RECORD OF SHORT SUBDIVISION
RECORDED UNDER RECORDING NO. 8604160274; EXCEPT THE EAST 0.5 FEET THEREOF;
SAID PARCEL ALSO BEING DESCRIBED ASFOLLOWS:
THE NORTH 82.50 FEET OF THE EAST 74.50 FEET OF THE WEST 734.50 FEET OF
SECTION 25, TOWNSHIP 27 NORTH. 'RANGE 3 EAST. W.M.. IN SNOHOMISH COUNTY.
WASHINGTON; TOGETHER WITH THATPORTION OF THE NORTHWEST QUARTER OF THE
NORTHWEST QUARTER OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST. W.M.,
DESCRIBED AS FOLLOWS:
BEGINNING 660 FEET EAST OF THE NORTHWEST CORNER OF SAID SUBDIVISION: THENCE WEST
120 FEET: THENCE SOUTH 99 FEET; THENCE EAST 120 FEET; THENCE NORTH 99 FEET TO THE
POINT OF BEGINNING. SITUATE IN SNOHOMISH COUNTY. STATE OF WASHINGTON.
HOLD HARMLESS 'AGREEMENT
OWNER. AND ALL PERSONS HAVING ANY PRESENT OR SUBSEQUENT OWNERSHIP INTEREST IN THESE
LANDS, AND THE SUCCESSORS AND ASSIGNS OF OWNERS OR OTHER PARTIES HAVING ANY SAID
INTEREST, HEREBY AGREE THAT THE CITY OF EDMONDS SHALL BE HELD HARMLESS IN ALL
RESPECTS FROM ANY AND ALL CLAIMS FOR DAMAGES FOR INJUNCTIVE RELIEF WHICH MAY BE
OCCASIONED NOW OR IN THE FUTURE TO ADJACENT LAND OR IMPROVEMENTS BY REASON OF THE
CONSTRUCTION, OPERATION AND MAINTENANCE OF THE DRAINAGE SYSTEM AND HEREBY WAIVE
AND RELEASE THE CITY OF EDMONDS FROM ANY AND ALL CLAIMS FOR DAMAGES. EXCLUDING
DAMAGE CAUSED SOLELY BY AN ACT OR OMISSION OF SAID CITY AND INJUNCTIVE RELIEF WHICH
THE OWNERS, OR THEIR SUCCESSORS OR ASSIGNS. MAY THEMSELVES HAVE NOW OR IN THE FUTURE
BY REASON OF THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID DRAINAGE SYSTEM.
CONDITIONS
COMPLIANCE WITH ALL OF THE CONDITIONS.OF APPROVAL FOUND IN THE FINAL APPROVAL OF
THE SHORT SUBDIVISION AND THE ATTACHMENTS THERETO. A COPY OF SAID DOCUMENT IS
LOCATED IN FILE NO. S-2005-45 IN THE, OFFICE OF THE CITY OF EDMONDS-PLANNING DIVISION.
17ILED FOR RECORD AT THE REQUEST OF JOEL R. HADFIELD THIS DAY OF b_-,
AT' *1 MINUTIES PAST -F-.M.. FILED IN VOLUME — OF SHORT PLATS, P,---- AND EASEMENT
RECORDED UNDER AFN RECORDS OF SNOHOMISH COUNTY. WASHINGTON. AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO ALL UTILITIES AND THEIR
RESPECTIVE SUCCESSORS AND ASSIGNS SERVING THIS SHORT PLAT. UNDER AND UPON THE
EXTERIOR TEN FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF LOTS. IN
—FeN- -------- -- ---- WHICH TO INSTALL, LAY. CONSTRUCT. RENEW. OPERATE AND MAINTAIN UNDERGROUND CONDUITS,
AUDITOR, SNOHOMISH COUNTY 'GAOLES, PIPE. AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE
PURPOSE OF SERVING THIS SHORT SUBDIVISION AND OTHER PROPERTY WITH ELECTRICITY,
TELEEPHONE AND OTHER UTILITY SERVICE. TOGETHER WITH THE RIGHT TO ENTER UPON THE LOT
AT--7ALL TIMES FOR THE PURPOSES HEREIN -STATED.
By-.�� .. mo
DEPUTY COUNTY AUDITOR
C`nvUNTY TREASURE'S CERTIFICATE
SURVEYOR'S CERTIFICATE I HEREBY -'-CERTIFY THAT ALL STATE AND COUNTY.TAXES HERETOFORE LEVIED AGAINST THE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH PROPERTY nSCRIBED HEREIN, ACCORDING TO THE BOOKS AND RECORDS OF MY OFFICE, HAVE
THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF JOEL R. HADFIELD IN Adv�'f AQ 13EEtZ--FULLY PAID. -AND DISCHARGED, INCLUDING 20OSATAXES.
YF'FR4Y'JR. HARSTAD
CERTIFICATE NUMBER 13731
STATE OF WASHINGTON
APPROVALS
APPROVED AND AUTHORIZED FOR RECORDING BY THE CITY OF EDMONDS ENGINEERING DIVISION BY:
441 �� A�2_ THIS' /9 pot I DAY OF AOdfl- 200& .
APP VED A U HOR ZED FOR RECORDING BY THE CITY OF EDMONDS PLANNING DIVISION BY:
IF
THIS DAY OF 200_(,�_.
COUNTY- TFIEASUBEiq- V.
RESUB
OCT 2 6 2006
BUILDING DEPARTMENT
CITY OF EDMONDS
::m
CITY OF EDMONDS SHORT PLAT NO. S-2005-45
NW114 NWi/4 SECTION 25, T.27N.� R.3 E., W.M.
NOTES
P wnov omcknoum Tm mm. t"Kir--rTnKi WTTU TUTO o"numv "-rTl T7=n TLIC =r%i i nLjTkti-- on"muckm Akin m nr-cn"
6�p I n
WALNUT STREET
.k.. _AIKON TOTAL, STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS OF WAC-332-130-100.
:FOUND 3' BRASS DISK
B. FIELD TRAVERSE EXfEEDING REQUIREMENTS OF WAC-332-130-090. WITH "X* IN MON CASE
1111%6 : " 0)
2. SUBJECT TO A ;;.67 FEET. -WIDE TEMPORARY CONSTRICTION EASEMENT FOR CONSTRCTION ON LOT 2. 0 0
.1 .1 . .... ... cr)
3. :.- . ..- - 9AjNMVCE!'AdREEMENT FOn.SHARED DRIVEWAY EASEMENTS c�
ALL MAINTENANCE.. REPAIB AND/OR REBUILDING COST-JOF JOINT USE ACCESS DRIVEWAY SERVING
LOT I AND LQT -2 SHALL- BE ON EQUAL 13ASIS FOFt -TWI! LOTS OWNERS SERVED. THIER HEIRS. ASSIGNS.
-08.FLUCCESSCRS. SHMILD ANY LOT NOT PAY ITS-EGUAMUARE. THE OTHER LOT MAY FILE A LIEN
AGAINST THE NONPAYING LOT A�D/OR TAKE-OTHEFL-LEG Ar.T.ION TO ENSURE PAYMENT. <
.. .. . . .. - :.-, --" 1. __ 1>
4. MAINTENAFtE AGREEMENT FOR DAAINAGE�CATCHMW
9 'REPAIR AND! H 30'
ALL MAMTENAN 5, -QR-FEBUILDING COW-W %E-CIQ�= DRAINAGE CATCHMENT INCLUDING T E 30'
UNDERGROyyp7T NK. CONTROL. CH BASIN. AND CONYEYANCE-STORMWMR LINE SHALL BE ON AN EQUAL
BASIS FOR LOTS 2 AND LO-T 3 OWNERS SERKP. TWrER 85IR9� ASSIGNS,: OR SUCCESSORS. ALL MAINTENANCE.
REPAIR, AND/OR REBMEDING OF THE-GATCH BASIN MO C8NVt'MNC ' NE NEAR THE NORTHWEST CORNER
OF LOT I TO TH& PUBLIC. STORMWATER SYSTEM WITHIN 6TH 'AYE. S"RHLALIL BE ON EQUAL BASIS FOR THE LOT 1. cn
LOT 2 AND LOT 3"QWNERS SERVED. THEIR jiuAs. ASSIGNS, -OR SUCCESSORS. SHOULD ANY LOT NOT PAY ITS
EQUAL SHARE. THE OTHER-LOT(S) MAY.FrLE A LIEN �PAINST THE NONPAYING LOT (S) AND/OR TAKE OTHER LEGAL
ACTION TO ENSURE PAYMENT.
W
z
ui
ir)
F: )
30 0- 30
SHEET 2 OF 2
Ito =20
GRAPHIC SCALE 140 =20'
0 20 40 so
BASIS OF BEARINGS
CITY OF EDMONDS SHORT PLAT
NO. S-36-85 RECORDED UNDER
REC. NO. 8604160274
LEGEND
0 - SET 1/2- REBAR W/CAP - LS 13731
B.S.S.L. - BUILDING SETBACK LINE
z
BASIS OF BEARINGS
N 89 0 033' 43 E "10'UTILIT.Y: EASEMEW 825.02 MEASURE
cn N 8 9 3..9,-- -4,;�' .,E 12ro. 00
v 06 - io.
NORTH LINE NW114 nr lo 1�)
5 9 74.50 75.50
SECTION 25-27-3 540.00 0 i
CD
P2
uj 0 -cm x 20' SHARED DRIVEWAY EAS
::) \_ C) to EMENT LD
FOUND 2" IRON PIPE 0 cu (u 0 BETWEEN LOTS I AND 2
WITH TACK IN LEAD (SEE NOTE 3)
Z IN MON CASE +
_B.S B J cu
uj NW SECTION CORNER CT) cy)
SECTION 25-27-3 r B.S.B.L.
z
> -7
(D
z 7.1'
VISITED B-2-04 5' 5'1 �L-a W. I a.
5
G A R A G E
0 ch LOT
L-OT -ftrr.. f.1
CD
LOT .4 0 2
.1 Lo cu
4+ co
.1
Lo 3 cn 2 :(o im HOUSE CD
.15' E9 < w " U
m m -0. 13
r I I DE�CK.. -
lu
C3
0 10 0
0 1
ui
5.1 1- a-67-
m CD 5-1 14
- t
13. S. B. L. B. S. 13. L. -Z
N89 033'43"E 75.50
0 --2j
�) "E7. '. r
z - z 4'VIDE DRAINAGE ......... 5"
6'xl2' TURNAROUND 0 EASEMENT 4 0. R99" 3 3 '43.
Cu PRIVATE EASEMENT cu co L 1
6 1. _f _"'_2 -
60.64 io 59.36
In 6- 6ilm -F-A-i I
k 5- .. .... .
N89*33'43"E 120.00
io w! 3�.-- C.:1-T-Y OF EDMONDS
cu 4
c�
N 89 033' 43" E
in �n SHORT' PL-AT 'NO. SA-436--_85
(LHOLLY DRIVE
y- z
FIE-C .-NO. 6604160274d
w U- 0
00
cn
<
Irccwx
AREAS fn 4 (n 16
;u L) ccn:) 1�
uz -1
LOT 1 6, 146 SO. FT. ozo- D
Z=)XCI)L)
CL -1 _j
LOT 2 5, 877 SO. FT. U_m"oo HAFISTAD CONE
LOT 3 6,003 SO.FT. LANET'SURVE)
13731 20Z4 W. LK:'SAMMAM
TOTAL AREA: 18,026 SO.FT. ..._..REbM0ND. WA.�
(425) 747:832
10 k:Lj EXPIRES (425� - 643-f�U
C) os ITI
Hw
3:ul
4
cn
"Z
00
x
In
In z
15' cc
M!e
cc
<
cux
am
zcj
DZ
on
u- a.
15.00
W
LLI
0 -1
0 Z
w
cj) >
m
a
0
F_
ED
L3j
15'
: m
Z�ly
wall
-
��4
M,
- - - - - -
�=.'.'.*.'.'.'.'.'.'.'.'.'.'.'.'.*.'.'
........................ 7
........................
........................
........................
........................
� .......................
........................
........................
........................
........................
... .....................
........................
....................... I
........................
........................
....................... I
................... I .
. . . . . . . . . . . . . . .........'....... . . . . . . . . . .:::::::I
....................
�
\ I / T_ I
, '�* q
"� I - 1�y
0 �
�
:� I 8 C-) / :D � ;2
____1_ -----_, - , /1'o I 1017
r
1___________� t -T
� Lij 0 U) ___--7t�lz
z'. �jj 1-Z
.
,
I , ;
ml-, -
-_ X/--. - ;6,:T
;
I \ _1_________� . \ / L'i Lu ,a -
'
, 0
-, "
I 9 I f"' Z > ix Ed
-2 i
, J/ < 'w- 0--
.'o 9 �: 11
I
_.:�
- La ."'o jw
\/ 3: .
1) -�' I / 3::
�
. I
� ,_ V s'. �_ . 2�2
I I a �� I I
� I
1-1%0 4j\
.
,
w 11,
%_.� / j� "
;� It
�gz_' / \ n -------- �
;
I �
;
�_____' W "� R� �7P ;
_'� �
OIL, 0 �
I 01 ;
______ � � ;�
I
;
___ " -ii rll ,
_� o3ko '
I
ca I rn'%,Z z �
rn- f
I
I
(E) UNDERGROUND �G�A_ I
�
POWER UTIL. 0 tv- 11
;
�
f
�
� G��;_ ;
, Z5�p :
I S' L' I �
;
-7 f
0 �-,-o �
�
,
rm. �
, ;
-
- --- --�_ c I / / 0 '. 0 ; .
' ;
I ;
i ;
;
;
I ;
E -, "I' w I ! �_
E __ c 0- I I.,
c a / _�
___ --� E I � .. S% I �'
I .
p
__' ., j
- 32--, /�'J" ; ;
, __ , % ;
I �
E7 � �
o I
'
I ;
� ___ \ - �00 / I lop-011 1; � i op-001
' . �
I
DUND
'.�' f
I- F 9 - /
E __ � I : 11 ii 0.
1. I
d �
�
'
"I" b4j 7'-O" , 11A'-O" ,
�
I '.' i _-1.1", ,
__1 0 / --",.,.,. . ..... . ..... . �7_ ." 5. "m I
ci I'll I
"
"
,
xl
, r 9 376-'_ I__ rn I [��' - '_ � I � 1-
60.64' i lul �1 *13" I � 0 e"el' e . -- I
) I .1 "�/_14r,'-�"-T- ,
- - , i 11 , ,/ / ,Z // / ,,,'F 0 ,�� , ,, ,' ' ', /'�/
': 11 K>14�1:1�MIVJX11_1_:�11 , * ", /' �'� .. /.. /'�')/////!/'�
411- 1 � Z //� - � � ////, A /
d
� �g4
'�///
//1/7
IT
05/�z 75 , , , .
_"--� _- . ..... ..... _117-77 '�
.-,/ Zy- " / '/ � i
-'� ", ,
N 89D 33' 43" E r" T ,:,�� //-, -'',//-
,7/
': '_ , / ..
- -- ---------- r '/ __/"�)'_'%"'V'T�-Z�'. I,/ /� ,.I .
ct)
(V
�
F.11
LO-V 3
(60pl.87 S.F.)
i
00 RIM = 128.0'
04 PUMP = 121.0'
�
(N) CATCH BA��N
RIM ELEV. 126. '
'
INVERT ELEV. 11
�
ci
I
c�
.
I I _. \ .. � � .
I
/ I I - - ----- I - 1\ " "', . .. c �
Ri .4 - . '.-- "
10 1. ' � .1 . i : 7� . . ."', I I 1, Z., .,,I
I.. ' 'm .... .... - - � t-
.. - ... ' 4A_ 1�... ...!'E---" -. �� - ...:: __ I: 1�
'.; - � M'.' 1� .....-,- . . :� * ' .
. . . . . . . �� : .--.':4'-'*.'.:: .. ... , 77----, I.... wk�k =I,- / 11 ' ,.. : -V
... .
. ' ,."".* ,,.,'...,I...: . .. , ' :. �:�* ... .. � k " ....... 1: - "
.'. - I
A., . 14� ' Q . .. 4';."*'�' - " --j-07.. �w, j I I . I z
- - - I I i - �" '.' .' �7_1 .-"*7 _c .1 -.% �i )t �F� � IM-771,7770 14-9, I . *. �' ,:,/
.'. .1 ...... ��� I'll �� i ..... m= . . 1. I �.. I I... '.. . I
", I .0, ...................................................... . , '; .
:....................-.-.-.-......-. -t.-.-.-.-.-.-.-.-.-.......-::.-.-%................................................................:................'.'.'.%'.'.'.%'.'.%,.,.,.,.,.,:.I ... k �: .I..:.:. ..'.". I
................ ......t.,.,.,.,.,:.,.,.,.,................".%,.%,.,.,.*.,.....................: ...................................... ...,.,.,.,.,.,.,.%,.,.,.,..............: - - . , :. '- .. , . " .�-' ..' I
..:.......................... . ..... . -.-.,-,- ,,, , "D -.,-
'�"""-.' .:.......................... . .. .... ..%. .
30 4'x - .. ..
I I ' - .. ........ .... ::.,.,.%,.,.,::.,.*.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.*.,:.,.,.,.%,.,::.*.,.,.,.,.,.,................. ......................................... .%'.'.'.'.'.'.'.'.'.'.'. .'� 1. _'. ." '-'.'-' 'V
.... ............................................ ...... ... ... .. . 1. ... -1:�.-- -,
..". :1 .-,-,.�.::.,.",.*.,.*.,.*.,.,.,.* ....... ",****.'.%*.'.'::.............,.,.,.,.,.,.,.,.,.,.,.,.*.,.,...%%...::.....%%'.'.,.,.'.'.'........ ..... :,.%.
............................. ....... .N�% ..;,., .. " .'. . ..... -
. .. .y.
.4 7.7.1.1.1 .......... ...... : .............................. %................ -:-:.;....
. 1-.41 ....... %.......
'::� I .............
.................
.................. .... ....... .. ....' , -' ' "' - -
PROVIDE CONDUIT FOR . ... . ........ %..................%...........................:: ...... ; '::� I .. .
............... . ............. :....................................................................... .' ,
... :.. ..%%%...::..%%% .............. ........ ...................:......:.....................;. �.- . .. --.� .... . .... :,..", ."'. " �'
.......................... T...........: ...................................................................... '.
........... .. - " �... , ",�..., .
.... ....' . ;:"'
CABLE, TELEPHONE, I: ......................................................%% ......................................................... : ........... * "'. - ..", '; ' r ..,::..% ......... :* I
* ...... **'
....... * .....
. � ::.',7;.'.' .:::::::::::%::::::::::::::,.::::I:I:::::::::::::*.,................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . .......................' * * " . , '... � . .".71. . :
' ' ' ..... I ....... :.. ......................::........................................................................ - . ' . . �''.-- � . :` ` ... ./
- . . .............. .% ........ . ..... .. " ' '' .' " : - -
ELECTRICAL LINES V - J� .1 ...................... %.............................,...........................:......::...%%............................%...........,..................:.:.:.:.:.:.:.:.::::::::::*...'�e-.;�,....,,.,.,!:- . . -'..'--":-'-..: .*. - �.'
. , - ......................... . '.. .' . -] " � .'� ..
. . . ... ..................:..............:....t:f:::::::::::::- . ....... - . . ........ .. I "'I""", �;':.;'f;�'; ..... '�'.';;:'.".
. I.N .................. : .................................................................................. ...'.'.'.*.'.'.W' ... 't'.' `.'
ro .,.,.,.,.,.,.,.,.,.,.,.,.,.*.,.,..,.,.,.,.,.,........,.,.,.,:.,.*.,.,.,..:.............,.,:.,..,.,.,.,.,.,.,.,.,.,..,.,.,.,.,.*.,..,.,.,.,.,.,. ��'.--;.'-."f'.!'."-'�� :�'- i :' .. .,!, :` -� �
:..............:.... .............................................%..............:..%%. ....... .%................:x .. . "*..: . . ..
::::z . ............... .. . ."*�:.11:.*:'T.' i.:1 ..: /
I ..-:-:-:-:-:-:-:'y. ... 1.1.1.*.,.,.,.*.,.,.,.,.,.,.*.................-........................... . ......:..........:........,.,.,:.,.,.,....................:.:.:.:.:.�. .. . �' *
...................................... . '..
. .. It ...... - - .. -, 1:."�' -.1_11", -'�
I " , ' .. - T ..-T-AR��&��::20141: . - .. , ... ';:j;-.-'� i.
. :--.'.;'.':!.--'.'�-:�':-*�*.� "-.1:'JE'i%'
..............,.............%..... .... '1:1 ':' "I"'t.- "�' -
2 LLI I "***** ::.:.:.:.:.:..,.:.:.:.:-:-:-:-.*-:.:.:Bul�.P.1,Ni��'::F.09...�'j3-.I.NT: . ." .
I r ............. :...................:.:.:.:.:.:.:.:.:.:.:.:.:.:.::....,;,6,;,I,�� - �.� �.'. .. ..'..�'.._
I I .............................................................................. *�.*.'.'.'.'.'.... .'�-'.i'.' .
'.'.*.%%'.'.'.'......... . ....................................................:. . . ; -.,-; ...'z ` -
........%-...' ....... ...........::.,.*.*.*.,.,.....,..::............::.,.,.,.,.,.,.,.,.*.*.*.*...,.,.,.*.*.....,.,** " * ' , "' "....'''! "..*"':.*.'o/.
.... * - - - - - - .......................................I ........................ * * ........... '::.'.'.7 .................... :-:-:':�-:........::.. V. . . '. o . : I
................. .................................. ... ............ ... "'...' - �' M.. -:7 ... -
."4!._._ ... � ..... ":�..:I�:""' ."""'.!": ... .."..".." "I
.... �.. .:..,..
*.w:.%*.*.' ........ I I I :.7.-,.,-,.*-*-**.* -11.1-*.* -** *."'%,."'."%,-,_:-.",: -** %=1.1-* *..'..:-fftf`- ... .. .. . .. -'� �% F.I. -
. ........... , - -i"', /
n r�.. V. ::11 I., ' '
..... :::.:... - - - - - - - ............... - - ..... I ... ....... ' . ..'--.'-7:.r'-..:-' i � * . I
I I VP **"* .... **** '%"'* ..... ... :.:. ::... . .' :.. �':� .1",
"::.,.*.*.* ...... :............:.............:.,.,.*.,.,.,.,.,.*.*.*.*.,.,.,:.*.*.,.,.,.,.,................................ .:.,.,.,.,.*.,.,..............-....../,.... ....... . ..' . ' I ,
.. .... .. ...... ....... ...... ........ I .... I., 'I *" . .-� , - , - -
.......... ....... :.....:::::::" *` " " ..... - - ;' -.1'
....................... ...... . *:, _'.. ',,,Ii:.,::.""*"",�,�::,�,'�,*""!"�.,*,.� .".1/
ELECTRICAL METER 11 "":*,:,*",*,*,**,*,*,:,*",*,**,*",:",* ' """""",:""*"""",:"",*"",","'***"*"*""""*""""""'*",*",:,,.: ..............V ... ... ' .. ..... . -�':'-'�-�.-!:�'Z'.:��
........ :.'.................. ................. :i,:. .
� ,.*.":::,.*,.*,.."..*,.."".."..*".*."..'..' -,.*-,:.-*.,-:.,*.-,.*-".-l*-*,-*,-", *. * * ' ' ....... .. 14 ..." ". '...�.
-.-:.-.- - -.-.-.-.-.-.-:.-.-.-.-.-.-.-:.-.-.-.-.-.-.-.-.-.-.-.-.-.%-.-.-.-.-.-.-.-.-.-.- - - - - - - - - - - - ........:..................... *"*' ...'. .
Lj .. ... ...........................::...................., * .", -, ".
.% ......... �............. .......' ........... ' " * * * * '':.:.:.:.,.�"..:..................................... ... �'.:`:' i �--:�..,:"' "L'.:. , ..' .'�, �-
I ::::::::::.:.::::".:.::::::::::::::P.AJ.RKJN.(5-.*.'.'.'.'.'.*.'.'.'.'."*.'.'.'.'.'.*.'.'..'.........- . , ....- -11'�.'
I .. IV-7-V.:' '' .: - I .i ;'-'�::'�-"��-.-.-� .*!.:,., -"'�'
. 7 . ....... :.:. �� ..................... .. ....... :.:.:.:.:.: -:-:-:-:-:-:-:-:-:-: :-: . * .
.*.*.*.,.,.,.,.,.:.:.:.,.:.:.:.:.:.:.:-*- . !� .*i.,,:,,,.'�.��l:.,:��i:;��.,I��'.�;:I:�'�:,!";.�,,..�,,�.*4,�,
. ........ - "
,
I .......... ................. .. . - .
.................
I L.,,.- .,,�....................:.............,. 'Q -::: ;77.3! . ........ * ....... ' ...
I -I ........... :%"""""'...:."..::::::::::::::::::::::"::".::", -]M.55 `AT �:... . ..
FOOTING DRAINAGE, TIGH'I .: .:.: -x -:-FOOT .L.E.V.' 1 .N" .�.6 ...................:................. '...-.:".;..ti...... ..
__ .. . 1 I . -.--".'�..:'.�.--:j ^..' �' I
..
'4 * ... * ...... .. .... . -..'.!'wT1'
*1 :E-LE -.;::'1:3.7-.',23�."-".-'-'-*-*-'-'-'-'-' ,"M .
1 .: .......... . ...... :. .: , V. "I".* * ... - ,
:'-::::::::::::::::::'-** .......... .............. ........
316 :::::"'�"'*'*'*""':':'::':':':':': ::::::::::::::::::::F.J:N:'-:F.IR-ST.::F-L-O.'O' :.A ,!..,. , .
.................................................. :'.: ...... X... .,.,.,.,.*.,.*................................. 1. " '.-o'.1i, I ", 71
. .
L
LINE SCAPE DRAINAGE ... I . ....... :: . .................. R ..... .... % ... ....... . .", -.:-��i:",.':,��;r'.:.-,�.,�"."�"."."i"."�,",.*..::."..!.:... ." ;i� q
. .:.:.:.:.,X.::..................:.......... ;--*-.r.*'. `.': -'?"-�"; -
. . 1. .... --;� ' ; �'
I ....-'-..X-:-:-:-:-:-:-:: ......... :.-.-. -.-.-.-.-.-.-:.-.-.-.-.-.-.-:.-.-.-.-.- - -*-'-'-'-'-'-"-.% ............... ..... .. .. .. . -
....:.........................:.:.%,.:.:.::.:.%%,'.-.:.....................-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.* ..... . : . j
-:.:...,.::,�:-'.,-.-'..::.-�:,..,; I
".;� """" ,:, , , ", - - c
. ' I
.... I � .................... *.*.,.,.,. ........... .. ............................................. ... I 1:!----;:0h-'.;'.
...' , ........,.............:.............................................................................................. ............................................................ . .. - - - ` ... .. .. - -�;' --�"-'*' -"��
I - ��--':*��'.'.'1*'"---"':i:�: . I .... ... %_ii� . ... .... �:: "t ....... %, ... 1'. , 1,
. [�:�:�:-'Z.:�:` .... ........................................................ m--:-:-:-:-:-:-: ................... "Ill.,b., ,.--.i.-"--!_!.-"-L'-" --.".".�.' '�
.... :.. ''.'.*."'.'.,:.................,.*:.,.,.,.,.,.,.,.,.,.,.%,.,.,.,.,.:-:-:-:-:-:-:-:-:-:-:-:-:-%:-:-:-:��-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:.:.:.:.:.:.:.: :-T'-' .'...;:.�':
", .... .. *** ... :,*",*,*,",*""*""'*"""*"""""*"*'**,:,*, .'
...........'..:. !'i!'-'*F1"':'..'.-'i:..
*"*"**""'* ... ", ' """
-1�........'.�'.. �"`..- ..... �..!. t �
, "'-'�I` . , .?.
,
.' .... . ............. :,*""......................................................... , '-:"' -`.,
I *** ..... ";.*.,. .1-1-11-V-1.1-1.1-1.1 .1 7., ..... :.................:.....%.......................................................; ......... ................. .._:... % - , '-' , " , , �:..
... ... ................................ ! ........ '. -'�.-� :-� /
I .... ..... __ __'. . ..
""."".."', .=':':':':% ... ..... __ ..... ,,';.;':':. .!,!,! ........ . . ' .. - .. .. .. .�.,,.�::",;:,:�..,*..'��"".."�:'. ._t' '� �.
. I
8 I , ;. 1% =.:. � ..-.-.-.-.-�':: ...... . ............ � ....... ...141 " _'.-'-.-'.,_ . :,:,, -.1 T
';';';""�'�x...' :.:.:A.:.:.:.:.:.:.:.:.: .�:-:-:-:-:-:-:-:-:-:-:-*.'.'.'.'.4 ......... . ..... w , ' ..... ... ... .' . '�:
......................................... I .... .. ... * .'�"
. .7 ....... ...i.......::.-.-.-.-.-.-::.-.-.-.-.- -.-.:.:.: . ..................................... '-'-*-*-7--'.4 � " !�.:,.":,4+,*-':t'.,'-,-�-"...*..,.i,�4:".... .1. ..
.T.'_ ...................................:... :...../ ............ ; . . I
....... . ........ . . . . � : �
....... ......... %%'.'::.'.)*.:::::: .............. .. .. ........................... X - , . �
I ... .... %::::: "*** .... ::::: ...:: ........................... I - -I 11:1 --i.- '.1 .1k
....... ... ....................... . ...... . ... " Y_�.
......
. .:::::::: ....... I ............ *.,.,.,.,::.,.,.%*.,.,.,.,.,.*;. **,:.:.:.:.:.:.:.:.:.,..::,.:.:.,.�.�..'..'..:-% ..... * .... **** ...... .... " !� . . ...
GAS METER .: ..-..:-.'..-:'-.'.:-:-:. .... t �.' :'.
, 1. ..... .. . . .: ..'.%*.'.'.'.'........ ..:.:.:.:.:.:.:.:.:.:.:.:i::,."""*,*, *'.� I ���,:.!:"..:i,�:..:;.'-'�,",.!.'..i-""..;�:.
..... . ..; ...................................................... :.'.'.'.'.'.'.'.'.'.'.'.'....; ...... . "+,., , �;;;'�,'� i. I
7=.'4.7'�=.'.7. * .'.'.*.*::.'.'.'.'.'.'.'.'..,............ . " ........................... ....... * -' - I 1. .
..... ,;. . i . .:. i.. " . ,
iI.I.I.I.I.I.I............ I .... �
.
,
............ . ....... :...4.f.....' .............. :...:.:.:.:.:.:.:.:.;,...::........................-.-.,.-.-.-.-.-.-.-.-.-.-.-.-.-'-'-'-'-'-'-'-'-',*.*.,.,.,.,., .! ....... .' ; '.... . :"., "':11 .. - - - "*! '�: , '.; 1 , " " ,/
....... .. � ......... ............ . ....... .... . . . .
. .
- - ::::::::::::::::::::,
, ......... ..................... : ....... :.... .................... .
. .
� A,.,.,.,.,.,.,. -%, I.V.'......... ................ ........ . . . .. . - L ":.* ", �-."'-:
I ..................,.....�.................. . ..... ::::::::�:::::::::::::::::::::: .............................. : ....... .' .. ...." ....:.
.1 .::..................:..............................:..............: ......... I ....... .. � I
I W . V.v.*.*.*.* ..... * . .." . " ... �; .*"" !"._-...' .1. ... I ".:.t
.... . "", , . " ,,"If"'..". ." .�
.:::................................:..............:..............:.:-:.:.:.:!.'.'.' :_ , . . '.1"i'.7"
,
; . . . . . . . . . . . . . . .. .. . . . ; I . . . . . . . . . . . . . . ... . t ................ .... .. .. .. .. :2-****** .... **** ...... ..... . ..... . � .: :V!'X�
. ............... ..... .. . . .. ..... .. . . I .._.''� -'...."
..!". "" T-'-'-'-*-'-' Lbf.""""" ........................ ,.:::
� .,. ..... . t .............. *.'.* ..... . .. .. .
� . . :-:-:-:-:-:-:--. -::-:� ':.*-%*-"..... . ......... ::.:!:.:.:.:.:.:......-.-.�'............................:....................:..............: ............................ i ....... ... '. '.. ' . 1. '1'
...7 ............... , . ....................' ....... -
'.. � ..%71.'.*.* ... . ............. ......'.'.'.'.'........ ........ .. : .:, ,.'-Ii�.",*�.:."...,:,��,....!..:,..,.-.�.,::,....."�,,�I
I .... :.....%%* .... .. . * i"
'. ::::::::::::-'.1 :�-:::: .'. '' ..,.,.,.,.,.,.,........,.,.,:.,.*.,.!............ .1.11.1 ...-..,�.i.1,�.,:..'��,�'.�:,.�'.7 ... �'.�*�-,,;..'..,.�...!.',�,!'..*.,'."�
� : il.111.1.1.7 11 .... . : -:-:-"� .. ....... .... I
� ::: , ' "", - - - ::'-::'- - .,:: 157-" :,,.F,..*,.* -,;-','111'11".".*1 ........ * ... * ... sl ....... % -% ': ' " ' ':��.;�.: -�-'..-'-�:-'
' I ........ ..:%-�..,.:.,.".,.:.:.:.,.:...�...*.:.:::.:..%%...:::...�..",.,.,.*,.,�li.lm V_ .. .,....,.,.,.,.,.",.,,.";,.".,.,.,.,.
IV.,17. . : (§'B.. -"8".7.-.-'�-.'..': -
�t 'q .)..
... I ....... I ..................... .
- . - ....... . 9 ...................... .. :.�"."..'-:.4.'
I .... ..... ::.'.................:..: ...... :....:..............:..................................................... gf'� ,
� .'.'.'.'.'.......'...* . . ..... .. �. . �_.'.-.-:-:� ...*.:: "I
I - . . :.:.:.:.:.. I * - . � _ '. ';'
: . .%'-'-:--:-:-:-:.% ...... 1'.*.*.*.vf.v:: ..... . ..;. . -
.... . %,.*.,.,.,.,.,...,.,.*.*t.t*::.,............:...................,::.*.*.,,*.,.,.,.,:.,.,.*.*.,.,.,:.....................:................................. . . . . . . ! .................. : --- - -%_-"'L' * ..
..... .......................... ............................................... ....... ........ .. * -
. ..... . .." - ..�
. ........... I ............. ... ...... .. 1. ". � - % �
��. I . ... .. : I. . ......................... � ............................. ... :.:::. .. ... . '� " " .. �'.
.:::". _ �:�'�:� " �'-'4 ,
, ::::::� -:-:-:-:-:-:-:.:-:-:-::::� *.,.,:.,..........::...........- ,.,.%%'. ... ........,�,.."..,-.;::!.....,-,,,I�.-,..
.
i I
.1m I t ............................ *.'.':.'.'.'.'. .. . :..,.,
'** ....... :.-.-.-.-.-,-.-.-..-..-:.-.%..Y(::.-.%%-.-.-.-.-.-.-.-.-.-.....�f..-.-.-.-.-.-.-.-.-.-.-.-.-.-::.-.%-.-.-.-::.-.%%%-.-::.-.-.-.-.-.-.-.-.-.-::.-.-..: ......... ......... . . �j'..'�'�' -�-;'-':�** .
..' ........... . ... .... ..", . .. * .;.
I I '.'.T.'.'.':.'.' , . ....... " . .:i...........'.:: ....... ..:: ........... .......... ::W'.....'..'.... . . ."::':
. , .... ::.....%'.*.*::.'.'.%%. . -:::-: **�:` . -'. 11 .".. ...
I .. ...... .. ��.:�......'�:.'... ..:::::.,.:::::::::I:I..,.::.,.*.*.,.,.,.,.,.,.,-'-'-'- ......... ..'.'.'.'.'.'.':.. .'.1.'.':.'.':.-.-.-.-:--:: A '-;.-_.'-"""-- 6i " ...'..' 11:.
; I � ............................................... ....... .. ... ::.. . - , , , 4. . I
.1 ............. ...... . ............................:; ................... I ................ s. .
�
-
. ..:.....:..... . - '; I
. 11.�'
' ................. ! ...................... :.".,.,.,.,.,::.,.,.,.,.,.,.,.,.,.*.*.*............. ' .. ml .1 ". , �J' I ', � � ; !, r ', ,!,',,I j" .A" �
w 3; 1 � ,.":.:.,::.:,..:.",:.:.:..,..,..,.,,:.,..,..:.,!..,.:..,.:.:.:.:.:.:.t:t. ..... .:.:.:. x '-, .'��'�"'
__ I . ; . ::::. .. ..:::.'.'::.'... . . . . . . . . . . . . . ................. .7: ........ .... : i . � .. '.'..;
� .... . .. :. - . :::.'.'.'.'.'.'. ..% . ...................... ............ . 7.1.1.%w I:. .' ...' . . ' "
: * . , . ......... ................... ......... .. : . . i �:
I . . - . I . . .: .:., [
,
! ......... . :. . .:11"% - I I * * � *. :.:.:* .:.:.:.:.:.:.:t.l:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.",.,.,.,.,. ... . .... .%% .............................. ........... ......... ml..,. .: . I . , ", - - . d r ,
i : . . * .^.^.^.�'. .' .1. I .......... .............................. ...... ........... .. ....... ; � . � . ,
'W..'�; I ........ . . .
! I � L '.'ft'.'.V;' :'. .o..'fL; - �� . ; .
I I '' . . ...... . . .
� I L .*.*. .*.*.*.*.1.1.1:::.'. .%' .... . .. . I ..... I .... ..... :5. . . I
, , , : �" " . " .. . ..I .... 1.'.'.'.!.'.'.'.7".-....... ..... f .:.:.:.:." .*.*.,.,.,*,*.,.*.,.,,.,.*.*.,.,.,:.,.,.,.,.i.l. --_-u=.-.=.=7.�
I . . ..............:::..+ . . * .. * .. '. 4.'.' VX- .....:: -'. . ..' ..... I ..... ..... �. ...................... _ �x
.. . .. - ...... ::! ....... ::. .'. .. .?.-.-.-+1.'.!:1!.'.'.'.!_. . ....' . . ....... !.r".-:�
:: S* ..... ..... . � .*'.':� ........ y
� I ... ....... . .. . . .. .... ... I . . .. -4-.-.-.-. ........... , ...... C/
.%. ... . .. ... .1 ..... ! ..... *.i.,.*.,.....�'..........'�....: i ' '�
. .
...... :::.. .: . . ........ . :.:.:.;.:.:.:. .. �:;:::::: 7
... .. '
I .. .%'..'.*. . ):.:. ....... .: .: :.:.:1.:.:.:f "W" I'll ...... , - 8 .....
. ....... . I ..... !.'.'.'.*. ... ::. ""::::::::::,.:.:.:.:.:"........,.!
\ . . . . . 1:.*.7'1.'.':.':.. . . . . . .. . . . . . . ...... ':�:�:::::;!;:;:;:::;:' " �' '..-.%.'��" YIYIY�f
� .. : :'.*..'.'.'.':::.1 .............. .... i ..... ... " ,:::::::::� ,
.
. ... . . '* *.*.% .. ' ,:!,!,!,!!!,��i�it;t,!,!,:;:;:;:;:;f -;,::.:::::;:, .,.,., . �
: . : ..... I * :-:-::-:-*.-:[:-:-:-:I:!:!w.i"liti�"t"t:.� . I I '%%%V'*'7't'Y'%
: , ..... � J...........!.- -
: D ' -:.E�.: .. ... .... I . . . . . . . . . . . ::::."-.-.-.-.-.f .... � , . "� ... :. . .
.% .':.'.'.%*.'.'.'. . , ........ I ..... j ..... � " ���Ii�
: \ ..... ........... - :-:�1-'-'.'.'.* ::::::::::�,::::::::-.",:::::::::*,::::::::::-",:::::::-.:I -
! ............... . .. ...... . .
: . . * * * ........ *** .... 1* .... ! ............ , .
. I '.. %. 1. . , , '. , ! - . !;. �. I , I _
ROOF DRAIN, TIGHTLINE - I V., ::.* ......... . , .: -' *.::: ..... ......I.......,,,......., .. .'.!:!:!:y'.....�'.;q ....... �":,:,:,:;:.,;:��..."..".2,�,:,:�:,:;��:1:��.."..,.,,�:,:,::::,i,.:::�:,.*-.,*.�,i,:f:
............... .. . ............"'.....".', ... ..... i
... � ..... ....... I
... ........... ... ... I ... V.. 1.,.'.'.% " * . .. ..... ... . : ........ ,'.'.'....!.... , ,
.. . ........... I..... .................... � ............ . ....... ..... . :,", '� ' ' I �
� 7' 1 1 *11,111, --I ... . ... ... ........... .... ..:."......'.
........... .... ... ... ... ... .. ................... ,.... . : ................ I ...... ;::::::::::"' -.'-,,'�:;:;:;:::":::::,.�.'-'.-�:.�.'� .. .... :..
� .. . ..... :... ..... .. ,
i ** . ... ... _' !"'*'.7.:':. ..........
TO STORM SEWER . . . .'.%'.'.'.'.'.... ... - -:-*1*.*i'..'.*..'.' ......... _ � . �:::;:_ - :.;, ". !
..... ... ... . . ........ I..;;, � ,.,.,.,.
. ..... ..... . .
..... .:. ... . ..' ..' .'.............. ""';" '.*.1i.':.1.'41. v t - f- f
1. '.p x....1. :: :� ........................
. :: *
� . . . I ..... . , ::
I � ... . .:: . ... ... ............... ... .- _:�:-.' x x - :: .
: ..... :::: .:. :.:.:1. :. % ..:I:.: a .......................... � ..... 1:!:!:!:�:11 .:':'I .:.:.:.:., .:.:.:.,: ... : .... .*.,.,. !
- . , �
- - I .... !.'.'.'.'.*'.*.'.'.'� ..... i . . I I
�� I
... ...
** ......... .... ...... ....... ...... � ........ :1 .. :�.................................. ... � ....... . ......... I .................. � ...... ::.....%................
� I .......�........ .....% ........ ....... ...... � ....... "!"I"'....V1 ... 7 ........... ..............
.: .. ................ : ....... ;.. � - - '. . . . . . . . . Al I * I *
.... * ...................... :. ......... ; ....... ...... ... � ..... 4 ."....." ........ i L".1'."i .............. .'.
I � 132 i I ................... .... �:;"' ....... ;71:1:':':.1.'.1.'. -
; , I ....07.'... ,-,:."-,:;�,.,.,�,�,-�.,-,-"�,.�,,,*,,i,.��::,�:.: ** .... * ' ' ���. ,;%
-
I ....... ................... .% .................. .......... :..-.-.-.-.-,,.-.-.-.-.-,'-...,.,.*.-,,.,.,.*.,.".,.*.*,.".,.,..' ,
. 111*11, I 11
; .................... ....
F 11 i I : .... ................................. : ................. . _ ::::::::::::::��:�:�:�:�:j:�:�:j:�:j:�:�:j:
� ....... I .................... .::........:.'.*.'.'.'.'.,:...........- . I_— ... �v' . I,: ..:::;!.-.-.-.:.i,:;-;-.-.-.-.-.-.- ....... �i- -'-.-�* ....... ....
I I .............................................-.-.-..-.----........ .................. ..... ........ .��
I_ ........ .................... *** ... ..... �i� ....... 't,:....... ..
1::I......�:!:�:�::.:.:..:.:.:.:-:�".:.:.:.:.:;,. ; I I .... i ... ..... ...... ...
; I .................... .,.,:.* _: ; i��:���. 1� . .......
I � ......... :..::. .L ...... ".......'�.'.'..' ... .................... ........... ....
. '.'.'.'.'. ":::::::::::::-'::-::- 0 1 , .'.'.'.'... ..
; � :.L.J. .p .. .........:.: .1 .... ; ...... I .............. ........
. I :. .. '::.'.'.'.'.'.'.'. ..!�:...:.:"...:.:.:.:.�.-.-.-�
:�: . . il.I.I.I.I.Iil::.,.,.,*.'.*.'.'..'.'.'.' ' , "'I " ..... . . .. I +
I & .................. r__ -':-.-.-� .�,!:."!:!:.:.:::...�.�,.�,.�,.:.:!:",.::: * *_.'.'.'.*.';'.%'.'-�'-'-'-' -
_� : ..... '.'.".'.'.'.'.'.'.'.,.,.,.".,.,.*.*.,.,.,.,.,.,.,............. I ................ , , � ,:.:.:.:.:.:.
* * * ' ......... ........
... ...
l�R'::L.'t-V.l�L'�'5.L.'P-.V..::::: E... .. .........
... L
_'�( I .............. .. ..... i
. � ........ . ...:-:-::-:-:-:-+.-. , 3t,-.,-.,-.,-.,-.*-.,-,-,-,-,-,-,,-,-,.,.,.,.,.,.,.,.,.*.,.*.,.,., . -:.:.:.:.:".:�:�:�:::.,i,..,..,.,..*..""::...,...,H.:....:.:i:.:.:.:.:.:;:-:-:-:-:-":-:-:-:.:.� .:.:.:.:.",:.:.:.:.:.�!.:.:.:.:
; ; .
� : .... ... : 11
.. .1 ' .,.,:: ........... .
..... .. . .. I ,:.",.,.,.,.,.,.*.'.'.'.'.'.'.*.'.'.%,.,:.,. ' : ::t"�'w�i�';""".".".".".,,."""I �".�,..:.Iillil!l�l:.!�'lle.1111I
: r�- 11 . ::: . :47..3..% - %-Af.V.,.W............. ................ . ............
� - .. ................ .. . . ......... �",� .. . ..... m il .... � ...
I f ............... ........................ .... *.,.,.,.,: ............... .':.'.' �t I I
'
� - - .. ............................ :'.-'.-'.- ..
DRAIN W/ SUMP PUMP I . .... . ..... * ' ... .............. ..... ",
... ..... �......-..;_.-..
...., .... ! ...... :. ? ...... I— -
� : .......................... .::.. . ... **** .... 4 ..... i ... : ...........
....... * .............. :,*,*:"*,*%",:*,*,*",","",**""""":*"* .........................
� 1':'::L-+::--.-..-.-..-.-- ....... ..:..:: .:: `.....: :...,:: . ..... I ....
*. ".... .:: �... -
*.
AT WINDOW WELL, TO I i -- ........%%V: .... :: ER-1 - '*�ELEV I - '-'-'-'-'-'-'-'-'-'-'-'-'-%%'-'-'.'.'-.'- - - - - - . ::,*. :* :::::1..:.: '-:-i-*-*V�F*--_-----�'.1 ;;
.... �.. I ........ . LOW , :i::
I ! �' I I I . EVEQ7 * * ... *""'-"-*'-"-"-"-"-'*-"-"-"-*'-"-'-" ....... * ...... �.
.. .
....,.,::.,.,.%,.,::..,.,.,.,:.,.*.,.,.,.,.,.,:.*:...,.....+.-.-.'.'.'.'.'.'.'.,".'.'.'.'.'.'.'.,.,::I ....... :......I...............................+.....,.+.,.,.,.,.,.......+ ........... . -.1 * ::.:.,.:.,.,.:.:.:.:::::::.*:,.,:... -. ,
... ................
. ...............::...............................I ...... :::::::::..+:::::...,I:.,...,..,...::::.,.,..::::...,::..,...,....*.
: 4'. .':.'.'.'::.'.% .... ..... . : .: . ........ . ... .
: � ... - ""'.'A" I .
: I .
HANDLE ALL FOOTING I I� 5 1\ '.'.".:::::: .... ... ::::�:�:�:j:�:j:�:�::::::::: : A
.::::::::::::: .
. ...... 11.7j-.31! ................ ����������������........................: .... . :::
...................................... .. ,.*.,.,.%,.,.,.,::.,.,::.,.,.,.,.,.,.,.,.%'.'.'... : I.: i % ,.:....:.:.:..,.,..,.,.,.,..,.,.,.,.,.,.,.*.. 7.
� i r. - .... ....... .... : ' :: .... . :-:.:-:-%.:-:-:-:-:-: + :' � I ......... . ...... ..
: .I .'.'.'.'.'.'.* .............. V.'.'.'.'.*.'.i ........ :.............. .:
I . ............................................ x ....................... ................. . . ::::: .% . . .
""
DRAINS, RETAINING WALL : . 11 ....... .:.:.`:.:.:.:-:-::.::.:.:.:X . �.
I . ....................%. ' . . . ........
: ... % .. ...... I ................ :.,. I
i . ... :::::'. B. A 5 E M E. N 1: L- E. V. E. L':: E. L E. V.,:::: * " '-'-'-'-'-'-'-'-'-'-'-'-'-"-"-'-'-'---- ........ 1.1:.*.,.*.,. ....................... ................
! ; A ...:.:-.:-:.:-:-:-:-'-: .............................................................. :::.......'.'.*::.,.,.,.,.,.,.,.*.'.'..:.......:::.....:..... - - - - - - - - .................................... ....
DRAINS, TYP. (SEE I� : ro ... .............................................:.:...., ", ,.,.,.:,:�*.*.".,...,.,..,...,.,...*.,...,.,.,..,...,.,...*.,...,.,.,.,.l.,.,.,.,..".,...,.,.*.,.*...*.*.*.,.,...,.,...,."..,..��
- ..:.,.,.,.,.,::.,.*.'.'.'.*.'.'...... - ... ;.' ........
....................... %'...: ..... * ...... .'4 .......................................... . �
: ... ".*.*.*.,.,.*.*.,.,::.*."*.*.,.,.,.,.,.,.,.,.*.,.",.,.::I::::: .*: ,
I . .... .'. - ............................ ......... :.:..: ..x: ...... .: ... : ... *.,:::.,:::.,.,.,.,.,.,.*.*.*.,.,:.%'
� ... :::::::::::::::::::-':::�','.1:25-;'5.1.-*-'-'-'-'-'-'-*-*-:'.....- :::, :::.*:::,. . ....... ... ..
tI � . 11 .... ............. % .................................. :...i..........,.,.*.,.,.%,.,.,.,.,.,.,.,.,.
DETAIL 2/A1.1) I .. - ft 14 .....,.,*.*.*.*.,.,.,.,.,.*.*.,.,.,.,.",.,.,.,.,.,.,.,.,.,.,.,.,.,.............................�.......,...................................'.*.*.%'.*.,:............................::.....%.....::...................,..�...................................................................................
II 1.'.'.*.'.:.j.'.'.'.*.'.*.*.'.' ................ ..'.'.'.V.'.':...... ...,....-.....:-+-.,:.,.,.*.*.*.'...............,.*::.,.,.,.,.,.,.,.,.,.,.,:.*.,.*:.,.,.*:.%,.
- - ....,......,..................-:P-.O'OT..INiS':'.t-::L.,E-.V..'.::.,.",.,.:::::..,:::.,..,..,.:::::::.,.,.*.,.*.,.,. ''? ..w.... ... :::::.. ..,.r ............... I ........................... ..
j e_1 - I .:" .'.'.'.'.*.'.'... : * ...
- LL ' ....... ........................................ ........................ .g.."... �
� If'.,, N;��� . :!: . . .ql:::::::::::::::::::::::::...:::::.:::::::::*:::-
�� , i, . .. ................::.................:.% ..................... .. : .... : ... :::. .....::....................::.........................:...........................,.........%....................%.............. ....
' ' '** '
. ,.:::::::::. -.::::::::::*-X:::.. *...
I I 1 . - - :. i" *"""*,:*,*",*"**""*'*"'*"""**"'*'***""'*"""""""***'*'*"' ""
..... ::..�.........::......................... ... ........................... I .. ....................................... ..
i ; ' '** '** * .......... **. *""""**::"",*""",,:7"*"%",:::"",*"""""," """""', ... . . .......... * .................. .. :""","",**"""*""""""'*""'*"*'%"*""'*"'*"*"*'*'*""' ""
`
I � :: .... : ............ ::...%..% ..............................
""' .... ** ...... I ....... I
.. ... ............................. ... .. ..' * ::.'.'.'.'
..... :...% ............... . - . .. .....
. . ... rT11%.. "..... . ...............
. : ' ........� ................. : ......... : ........... %-............ . I ....... 1 .. ..... �'j... :.,.,.,:.*.*.*.'.*.*.'.'.'.'.'.'.'.'.'.'.,.,.,.,:.,
� ; .......... ...... . ........ '
; I . ...........'...............V ......... :.......................::.,.,..... ....
............................................................................... . -'-'.'-!-'-'.'.!.'.'.'. .s' . *. ' ' I . ' ** * ;�.0.:::::::::::::::::::::::::::::::::::�� -
: I ................. I......................:.:.:.:.:.:.::I .11::.1w1 7 ;..,. ).y...::.:
i : : .
I 11 � I = ,,I- '17.", ''..................,.,.,.*.*.*.*.*.*.*.,.,.,.*.*.,.*.*.*.,:: .............................. .:.'_x--.-,"'.".-'1- ... ..."!".". . . ' . ..............................,:.,.'I
� , ....... .................................... I.. � �� ... ... I . . �f .
. I - ... ........ :.... ........ : ................... i ".. ..: *xSE.W.- ... . ....... I A
' .. .. ... ..... =..... ' *.'.'.*.'.'..'.*. :1 ... ; ... ... I .... ... . ...; ... i I ... . .......................... :i "' 'i �
i I ... ....... :.,.*.' ' ........'.V. " . *:.*.'.'.'.'.'."1 ... ................. . ';%%n'.'.' *.,..;. ' - * ....... * . .
",
. ...... i:.:. i... ou. . .:, .. . . . . ..%% :.'
.... : � ...................... : ,;; . .
.... � ... * .... ........... .......I....... .:.. .
' . ' ... ,.,..,.,.,.......%........,::.,.%,.*.I ... * , 4
:...... .... . . ,::.*., ..:.[:.:.*.
; ...................:... . .
I I ....... *** ... '.'.'.*.'.*.''.,.,.,::.*.�.**:::::::::% .,.*.,.*; T:'Jw..+.-.-*'::::::'*-: .31 ...........w..
; : 1::r-=: 11 . ........'.7.*.'.'.
I ................. : . ............... ..................... "'o", ......... ;,.;", I .
I ................. ...... .. ... ::.""
: ........ . ................. ......... *** ... * .... - "', .'.'.*.,.,.,.,.,:.*.":.,.,.,.,:.,.,.,.
: I .. .. . -�-*-'-*-,::.:.,..:.:�,..:.:.�,..",i:"�::::':::::::::::::::::: ........ ...:.........,.,.,.%,.,.,.,.,..,.,
1 .. :........I.............:...........:::.. :.. . ..... , , ....... , .' .
s I . . ..... .,.,., ..:.,.,.,.*.'.'.'.'.'.*.*.*.'.'.'.'.-::.:::"::::::..,:::::::::,..::::,..:::.*:"".".;,****" :.*.*.,.%,.,.*.*.,.*.'.'.%'.'.'.'.'..*.'
0..... ......... ... .... .....
.....:.:.:.:.,.,.:.:.�..:.:.,.r..:. ..I! 11 ....
.,.,.* -;i;�;�;�'-%-'.;i;�;�- ,,,,,,-,,-*+--,,,,
; .... ;. ......... __ __ - . .. ... .. . .............. I....
� .
. - .!-!- ��;! - - .. - - - A.. * H . !::!..�.. i;�;�;�*.' .-..-'..-'. .'. "'*"" , * .
! ; : : .::-:-:f:-'Ip.. .,.*.* .......... . � ................. ....'.............. ..... ...
. 'j- � I L .. .. .. �-'- .:- .: '. - 1. -
L I � ZA . ,f'*%'%",",*%'*`* ... ******",*" .... """"", I
. 10. "...", ... I:,. �.. I.. 1. _..'-_
�� 1 5 ------ � - . _. I., I _ . . . . . . . . .." - I _' _'..� -."=/��-'--=�"�/' / I / � I I - // ///
!__o3D_ FM- 4- 1 '�- I- - I -I.- I 1.1 - -_ / 11 4.�'..'��'...'. �. -/, - -'_��/Ili'/��_ - -_
; / / I . -, t>'!V�' :: , '. t/�7' 4.�" ,,77/vTF7777;�-F.77/
: /. '. �, '. I "'.' I
F-i :/ , .1 %....I..."o. I .. .. * . . , I '
: : / . . .. I 11
2 � / � ! I . �' "/
i . ,
14- i ki I - 1'... .. I " -- ; /;� " ' / / - , r
'*_1 i I . _'� ��7_ - /_ I
� 1\ �
s I
� I I
;
co . oi I 11%. (N) CATCH BASIN
I RETAI ING .WALL DRAINAGE, I �' I 9 \ N3
. : r I
- LI-i \ .,-* .
to TIGHT LINE SCAPE -, \ 1, RIM 136.5 0
C14 � s I � "`��_ "I
DRAIN GE ss 1, I INVERT ELEV. 130.0J.
� ; I " "I -
-To .5 Up Nmp � s% - . \ I
;
, - - t-
; ;�- .1 -7 __-----
.
lr `_ " I 36.5'
WATER ETER I . I I I ", - 11
� \-. 1'��i 180_�Ioof \ �' \.
URN A I SAN. SEWER 6" CLEANO
_. \ I - - L �TZ -
-A�-r-LAM. 1, - N. ___*1_1 I �T. 10r%
. r ________� If)" I r%f%VlKlf% ip%AL K1
- __ 0 / 1 I
I I / I
0 10 \1 1
60.64' - - -#-41- 1. / /
- # - ff _�__ � # "----- ,_ i
� 4" WATER LINE I
� I - , W - w w - w - W, - - w .
_____7_ , V111 ri - ri W i �
cq �
cq _* \
� .* / \ ) HOLLY STREE
- - - - - ..
SAN - SAN - SAM I SAN- SAN . - SAN - sm�_ SAN - SAN - SAN - SAN - SAN sm- sm- sm.- SAN
__ 0�
cp
\
4
C14 _� __
I - COM- M- COM- COM � COM- Co'f�'_L GUY WIRE
E - E - E - E E - E - - E - E - E - c
GAS GAS - GAS - GAS - - - GAS - WM - - - - - - F, L - -
WPP W/
- - - - - - ---I LITE
I
(N) SAN. SEWER
CLEANOUT TO REPLACE
EXIST. I
(E) OVERHEAD POWER I
AND TELEPHONE
(E) 2-GAS LINE I
I
I
i;b . � " LAMPHOLE COVER 11
I N
,, RIM ELEV. 135.0'
,
59. 75' "INVERT ELEV. 130.0'
tl!� I .
, -
1- '-, '' --------m'Z'0l!1 V
� , , �!!,
,
,
c - � -, 9 LiE, 6NSV-
.'o C.0
/ -fo V7 1 0 -w (6 ?p 9 - L11
> ;1-11
LA IL I
jpl
\_ - - -
- - - - -
- __ - - - - '�_:_
\� \
-
0\ \�'__ SAN. SEWER CL NOUT
- \ RIM ELM ' I ' 130 ' 2' \
INVERT ELEV. 127. '
(VERIFY)
____ - - - -
t 51-099 1114
WATER & SEWER
INSPECTiONS REQ'D.
CALL 425-77"i-0,220 EXT. 1326
/
;.>
u
c
- - -
77/
/�
/
,
m//
/ // I
, 0 1
/ 04 Ltal Lii
/'
/�4/'///�////�/��/�)
// I q. (N) CATC H IN)
�//�'/ "
/
/�/' ""
/ ,,, I 'I'll RIM ELW 1 36.5'
ou
"
U-)
.
to
�
I
'/
1 128 "" , / I
cn-------_ I
I �
___'z___---!-'
9 In �
co I I
z cn
cc
& I �
>0 cn I
ix 1 130 '__111� �
to co I
__-4- I
co
, I I
I
En I
I �
co I
I - _ I
REMOVE EXISTING POLE,
(NEW UNDERGROUND LINE
TO BE BORED BY PUD)
_��W_� � __�W'C_ I
I �� - I
En �
I ' ____�__-------'
cn _1 34 - I
CONC. WINDOW
WELL
.................. � ............................. I ... ..... ....... I ..... 1-11 .....
GALVANIZED METAL
DRAIN COVER -
--- I/ � 74.5' 77 -�/ --- ' '
/ / 1 7///
/ / /
,
, , / //
.
=.11-411- r I ��/
/ / 7 7/ 1 / /
' u 11 'r 0 / �//
I,/ /
1H � /
� , , / '.7 1 / /_ /
't- , ;"�
'.7' . 114J _/' / 11 "I/ / ,
I /
/ / / ' , /
" /r7 "4"' / -1111, - __ / / / "
. -5 11 __1' 4�1 ,
1,7 - - � 11 Fj/ x- I I /'' / 7 - - I . Z
�
,
, ' I /I I / I " .
I
� �' /
/ '�� /I
/� 11 " // 11 � I
J� B.O. WELL - - -
f
T 128.0'1
�
�
:
;
� NOTCH FOOTING AT
�
:
�
: PIPE ONLY
�
�
�
;
�
:
�
:
:
�
�
:
� DRAIN PIPE IN
�
;
;
.
f WASHED GRAVEL-
:
i
i
:
:
:
�
i
I
�
i
:
i 24" DIA. CONC.
�
;
;
� WELL
i
i
,L BASEMENT ELEV -
T 125'-6"
:
:
�
:
�
�
i
i
i
�
1
, 4" PERFORATED
�
.
�
. FOOTING DRAIN
;
:
:
:
i INLET TO SUMP -
�
�
�
: WELL
�
�
�
�
�
:
�
;
:
:
:
:
�
5
i
i CONCRETE FOOTING
:
i
�
i
I PER STRUCTURAL
SUMP PUMP,
PROVIDE GALV. ROD
OR TRACK FOR
__
/7' MAINTENANCE -
/ ACCESS
�// I
/
///, COMPACTED GRAVEL -
�/ FILL
///
�'/ /
�// ,L B.O. WELL - -
I/ T 121.0'
1
, 'I
11
.: - -
"I .. . .
.
.
. � .�'
*
11 .: �-` .'.'
I'll, .. . :.'
I ......
. : , .
'
I '
, .e le . '
11 ..
. . . .
. '
I � :. ' . '.. .
il , ." :
.. . . : .. I ...
"I � : _ : ;.. -
I . :.*.
.
. .. , ': .: . .
I I A';�.. *.
. I � . I . -�*!
' *
I , I. ..
. . I _
I . �" 'b
.
I
. . � .
. .. .; . . . ... . . -
. .
. .... '* . i . w �.
. . ... ..
- .
Ij . ... .. .. .. - :. .. .. - , '. - ' - -1
- ..'. . , t - '% . 4 1
, .. . .... " . & . ,:. .. . **�
. . .
.. . .' a . , : '. -'.. '.' . . .. . I
. i: - '*." .-., . ", . .
.
�. .. .' .. � - _j
.
F
"
"
I / 1'.'_knjr-rrKr-ir%1 j-X-Xr)' SHARED DRIVEWAY
"'. ---.. .--.-
I 'A
/
I I / / -EL / rzAvy-e-, IN rx
I I / s
11 �� / I VALLEY SUPPLY COMPANY
I CE COMPARISON
11 BASIN I =f%
A
EASEMENT
�01 � wofzkL k N 1z .0 -W -to S1217
- - � It tV0c_1 vo\_�* -stzf__7 pupa
I Clk\jkk,S � ft9xoVc_m _pe1?_m\'_Vs
I
- - - - - - - - -
p
AGCEPYABLE "fQ'MJK
�DR 36 MATERIAL I
SCH 40 1
N - 12
410 HANCOR, I
�
FOOTING DRAINS 140T I I
TO BE TIEQ INTO
DUENYION -SYS"MM I
-
1-� DRAINAGE AND UTILITY, PLAN
SCALEA/8" =V-0"
)NTOUR LEGEND
__�
____
�'�
-
'�'\��
I
I
-
- - - - �
- -
N
I
_____
___
_��___
\ -
- , , ,
�
, -
I
I- -
�
�
I
) 20
40
60 so
100 12n 14n I
EXISTING CONTOURS
- - - - - - - - - - - - - - PREVIOUS CONTOURS
0 2' 4' 6' 8' 16' 24'
-
- -
�
APPRIM' 1ED Ao" NOTED
BY IENGINEER NG
.
.Lik-t - - , - __'
Mite: 'oIz-'L _'__
4 ss-F- ;�'�?goviab 1i&M[?_T PLA-T
CIV�LS ��bTZ S-TogM OE�-�to�jl
u-"u'C4 G-�F�Vlces -To -J-�A�:PL
prwo ��-ONTA&itF_ Jmqfwvp;-mj���- ,
MANUFACTURER ZOELLER
PUMP
BN140
TYPE
EFFLUENT
1
VOLTAGE
115
PHASE
1
RPM
3450
FULL LOAD AMPS
15
SOLIDS SIZE
1/2-
DISCHARGE SIZE
1-1/2"
CORD LENGTH
15'
SWITCH TYPE
WAF
IMPELLER TYPE
NCRV
.1c
NOTES:
SEE SHEET C-1 FOR CIVIL NOTES
3594 S.F. IMPERVIOUS AREA
5877 S.F. LOT 2 AREA
61% PERCENTAGE IMPERVIOUS AREA
LEGEND:
-
ADJACENT BUILDING
STRUCTURES
2280 S.F.
BUILDING PAD AND EAVE
1314 S.F.
F 7 _-, --- - �-' I
CONCRETE WALKWAYS,
I ,,..,;`,..:,"."1
SIDEWALKS,
DRIVEWAYS, PATIOS
EASEMENTS
rmm mom mwm mmu mmm
RETAINING WALL
- E - E - E - ELECTRICAL SERVICE LINE
___ Com- Com- TELEPHONE SERVICE LINE
_w _w _w - WATER SERVICE LINE
GAS - GAS - GAS SERVICE LINE
- SAN -7-- SAN - SANITARY SEWER SERVICE LINE
30 FOOTING DRAINS
FM 2" STORM FORCE MAIN
-S -S -S - 2- STORM (GRAVITY)
DS DOWNSPOUT (GRAVITY)
["E] FT FILE
, �
8 I ' I A E'. F'_.
s t u d i o i n c.
5339 Ballard Ave NW
Seattle, WA 98107
v 1 206 399 8577
f 1 206 784 9809
LLJ
U
z
W
0
L/)
Lu
w
r*)
I
z
0
ui
(D
.z
LL.
(/) 1
LU v)
=) <
0
z 3:
ui
> Vi
< b
a: Z
<
"
'00
10 :�E
=
0 0
L0 Lu
9004
1"�N,
1
-
I REGISTERED I
PROJECT NUMBER 1
0502
PRINCIPAL ARCHITECT I JCW
---------. DRAWN BY I .---
--..----------.-.------ -
----------------------
----CHECKED BY I
�.
,
�
RIE�'
OCT 2 6 2006
R1 III DI
- - ING mr-paFi ENT
REVISIONS I CITY 6FEWAONDS
_____....._______. -
________._.__________
_________________
-
._ . ...... ------------
----.-------------
------.-----------
__'______'_______' 2:
NO. DATE 0
PERMIT SET �-
C)
0
w
DATE 1 24 AUGUST 06 �_
co
UTILITY AND z
DRAINAGE 0
PLAN ()
w
SCALE: 1/8" = V-0" 0
Al 0 1 "-
NI
C:)
0 OZ
n,
MM
ZV
'C=
RM
cm
Ei
FTTVI
- -
- - - - -
"�
___�. rm i ......... ,
.......................
........................ �
.......................
........................
.......................
........................
.......................
........................
.......................
........................
.......................
........................
.......................
............................................... %.
...................
.......................
I . : . : . : . : . : . : . : . : . : ......... .....................
.........
I
�
�
"I
"Z"'
,
�
�
............................... '
................
*'
*11,
.................... '7 4 ...
...............................*."..,.,..*...............,.*.*.,.*.,... I I
................................ * ....
............... ...
.............................................................* � I
.....................
.....................
............................
...................................................:::* .... \
..................................................................... 'IN
- ...
.......................................................... .
.....................
...................... )
................................. I ........
........................
............................................................. - \
........................ I
...................
.........................,...........................................................- �'
..........................................
......................
..................... -
.............................. * ..... .....
....
...........................................
............................................ - I
.........................
...................
..........................................
...................... -
.....................
..........................................
.......................
....................
..........................................
...........................................................................:.....:- �
..................... ::,.
...................
........................................
.......................
....................
............................... *"** ......
.......................
....................
............................... ' ..........
....
........................
...............
I .........................................
.................
..........................
I .................................. * ......
.................................
....................
................................ *,".......................
.........................
......................
.............................. ** ... '............................
........................
..................
............................... *"** .................
"
........................... ***'
....................
............................... * ... ** ................
..................................
..............................................................................
...........................
............................,..'.......................................................................
.......................
............... * .....................................
................................
......................
......
...............'...............................................................
.....................
.................................... * ......
............ I ........
......................
..........................................
..........................
.................
............... * .......................... Ld
..........................
.................
....
............... * .. . .. . ............................' ....... z *
.......................
............... * ..........................
........................
...................
..........................................
......
.....................................
...... V
. :.*.-*.-'-'-*-*-.-*-'_'-'-'-
.
-:-*:EX-[ST1NQ:--ll0-
... .......... I .................. P:
':::::$T.0RY.::W -: RRM.Q.�-.::
....... _000
CT-1
Qj
. .................. ....
.. ............................'.'.'.'.*.:.,....'
.......................... :.:.,.,
0-
..*..'HOD91�
............................... * ... :' ..
....................... ....................
............................... * ........
0
.................. .........................
.............................. .......
.................... .......................
............................... "*** .......
K
.
'
...................... .....................
...........................................
.... ........... .
. ............ * '
.......................................... * * .......
................... ........................
i
I I
.............................................................,.*.*.,.,.,..............
...........................................
........................
.....................................................................................
....................
................ I ..........................
........................
f �::
I
I -
...................
............... .. I ........................
................ ............... * * ..........
i
:'
I
...........................................
.................. .........................
i 0
...........................................
.................
........................................... .:., -:-:-
............... .............. x
10
................... ..:
...........................................
.................. I .... ....................
........................................ ...
........................
.................... ...
.................................... *
-
i 0)
.................. ............ * .............
................................. I ...
. . . . . . . . . . . . . . . ..............." ..... :.:-,.,.*.
:
- '01
..................................... ...
.............................. * .............
.....
. .'
.:...'.0
.......................................................................................
.......................................... .
. 0
........................ ....................
. . . . . . . . I . . . . . . ........
..............................,............ .
0
....................
...........................................
...
.......................
..................
...........................................
............................................ �
....................................
..................................... :.:.:.:.:.'.:X
............................... * . :
...............
.....................
.................................... I
................ :.:.:.'.'.'.:.' �
... .
.................... �
........................................... :
. ......................
.................... .
............
- - - -
SAN - SAN -
... ".'_""'
I - __ '.�'.' - - 60.64' - -
'.'�
,."""."' ,\,\ 11\ N 89D 33' 43" E
.
� ........ "..",...,-..,-.�.-.----,-,.."-"""�,�ll,�l,,..:,.,:� .................. I..."
C10
CV
T_
3
1.87 S.F.)
00
C14
-
"111'
" .. '.:\�
�z S -
_""_�1.1�'_
S
�
0
'
I
0
"
S
I . I . ' , : ..r. . ,#..,
. ks 'I, - , .
" ' 'i"
. ..
I- . ..'r..'.. . ....:. � Fi...", - ` �."-' .. ...... �s'-.�-�� "- , -
$ 1 6� . . A.; .. ...... \,.' "; ' I , ., 1--, '�,*' 11 .
. '�, ' -�' "';".. .I. .. ' .. - .
� ,. . . I . . . . . . . . . . "."'T'R�- 'i�-'� "'�t'-"'. ' I * - . ;2.1 * " -- '-
' ' - I !�_ . -
, a . �'t
* ::.' ' . . ... . , . . . , . - � , ' ..'. '� I : '.. J-t.....
- . . . . i. ' ' - ' " �... I
. . . . .. . ci:�i t.,. - � - . -
.. . , _ � ,.."!. ,:.**' , " 1, -� .;. � - �
�* i� . ,� 310v. Z & - '1_r7_. :: . .. 7'-'* - I . :
- ;
.
' � vi' _';' ...
,:: . * , -IQ .'..'.�
..:,..: -A..... . . . .7- =i .' - - --v' ..'--.-::-. . __ - . . I %... '.: I - V�
. '�A=ml. �' ' ' .1, ; . .
- - - _v - . . i . Xm.�E�`41 ... ....... - -- . .
_') : lir � ..': , " .1 "�-'. ........".,,.":,.*,.*.............,..�.,- - - .. - - a "' .,,.-.-.,*. '.. .:t ,
. _�%T-_7_11 �
.. ,71t7 ,� mff_--.� Z I - ,
" ��.._
. �
I 91' :T..'.""' - ..
" �
. ,
� � _�."'
. I
rA --t - � ...... * ' ..... ::.....*.,:.*::.,.,.,.*:.*..:............:..............................................::...........- � . .�' ,
? ........... -i
j -""` � ".
. .'.. .. ....
: * u .4 .'. - jx_ - :4:6:6: *:m:i:i:41 S...............,:.,::.*.,.,.,:.*::.*.,.,.*:.,::.,.,.*.*.,.,:::.,.*:.*.*::.*.*.*.*.%*.*.*.,.*:::.*.*.,.,.,::..*.,.,,.,.,.,.,....******4'4* % . . ',','.,':,*.',,.:,:";�.:,:7.:.."�.,..,. �..�'..�'.':'
. : . 21 �. .:..:............:::..... .........::........:..:::....:............::...-..::..::....:::..::............:::..........: . ... ............. . 11 i., . . , . ,
i : .. . . .. .... . -.-::.-:.-._.-::.:.:.:.:.:.:.:. .: ..t '� I. .i � ..:'.....'
$ 4 i . ".. . ............................................... �; " .3v
1 '*:.*.%*.'.%':::.7:. ' �1 " '
. . 1.1.1:::.*.,.,.*.,.,.,:.*.*:.*.%*.,.*.,:::.*.*:.I ................. I ....................... I ................ .. .:.. �.. .k- ...-1'-.-:-.:'.;!.--*.'-' - ':%...
I �l'...."...'.'.*..'..-'..****.*'.....'.....'......'.'.'..*.'."."*.*.......*...."..*..'.....-......*.'...'."...'- im.........:..:...*.,.*.*.,.,:.,:.*.*.*.,.*.,.*.,.,::.*.*.,.,.,.,:.,:.,.*.*.*.l:::.,.,.*.*.,::.,.,.,.,.,.,:::.*.*.,:.1.1.1.1.1:.,.,.,.,.,.,.,::.,.,:::.,.,.,..:. :-I. I", - 4 i"% ' I.
.........:..... . ...: .1-.-.-.-.-.-.-::.-.-.%-.-.-.-.-:.-::.%%%-.-.-::.-.-.-.-.-.-.-::.-.-:.-.,:::.-.-:.-.-.-.-:.-.-.-.-.-:.-:.-::.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-:.-.-.-::.-.-.-.-.-.-.-:... :' , I'. ..,.*.,. .. - � .... :'N .
S I I I I �.�.-..' - .f, .:�.:.:-:-:-:-:-:-:-:-:'** .... *x * ....................... .. �*
I . . .. I . .. ".';...... ,
11 " n. , ,
� I I V.1.1.1.1:.' V.1.1 IV, r - �Q�
i ;'..; I I .,.: I.: ::�.::'- .,.,:.,.*.*.,.*.-.,.*.,.,.*::.*.,.,.,.,. .*,.,.,.*.*.*.,.,::.,.,:.*.,.*.*.,.,.,::.*.*.*.*.*.,:::.,.*.,.,.,.,.,:.,:.,.,.1.1.1:.,.,::.,.,.,.*.,.*.*.*.,.,.,:.,.,.,:.,.,:.,.,:::. . . . %`' .. . -
................................ : ........ ::.-.-.-.-.-.-::.-.-.-.-.-.:: ............ ..
* ........................ . I .................... . ...... : � ..'. ,.'. li I t !, . .
. : ...................... I I ..... I ...................................................................... .... -
-
S : .t - ................:............... . ..... . e. 1. W"GO: . ..
7 - -
$ : " ...:.L:. . .'.*.*.*.'?.','.'.*.*.*.*.'.*.'.,.,::.,.*.*.*.*.,.,.,:.,.,.,.*.,.,.,:.,.,.,.,.,.,.,.,.,.,.,:.*.,.*.,.,.,.,: ........................... .. T:.'.1.��'.-.-.-.T �' :....'..... 4"
. . ...................... *L*;*.,.,::.*.%%*.,.,.,::.*.,.*.%,.,:.,.,.,:.*.,.%*:.l:::.*.*.,.%*.,.*:.*::.*.l.,.*:.,:.,.,.,.,.,:.,::.,.,.,.,.,.*.*.,.,.,.,.,:.,.*.*.*.,.,.,:.*.,.,.,.*..:.'::77 . . I
- * ......... I .............................................................................. . , 15 q
/ : 88) 4c, .' �t .. �' V.*::.':.7.'.'.':.1.. : .... .:. - ,
z I ::::. :�..; ................................ :. ...............: ............................ I ................ I .... I... .
. - :'.*.*.':::.':::.V.%'::: W. ...................................... I. . I . . .. . . . . . . . �� � 0 .,!,%f ...'Q - ,
. :.*.. ..,:..............:......................:..:.% ............................................................................. .
S I .... - " .............. I .............................................................. :.. . . . ....... . . h - 't
$ I .,.,:.,:.,:::.,.*.,.%,:.,.,:.*.*.'. .. - - - * . , .
* I ,:.%%*.,.,:.,:.,.,.%,.,.,.,:::.% . ............................................................................ . " " - I .'-'.::::-". _'.. ..' ...-,.
*
I ..,.,. .: �. �..",.::.,I�-.-.-:-.,.'..:4!*,.--,.-�:,-,.�.�-:;i. .' . . !
'L I. .:! . -
....................... r..... % .. .�..
t ...... . ,:.:.::::,..:.,::...*::::O-:V.Ij�DiN 1.7. ' I%." ....'.. i .'
z i ... r ' - - .. 2' .... - ;:. ... I , . , �'
� g:MQT- P-51 U.- xffiR�8--,�9-'- 4& .F.:'- "' .,. �
I : I I .......... 6�11 ........... � .... I ........ ;'.. . ., , ,,,gL � _. .. _' .. - I.: - - '�-.:.�'... '..:�. .. �
I .. ....................................................................... . I ' '
$ � : a I .1.1.1:;:.,:.,.,.,.,.,.,.*::.*.'.".*.,.,.."."*.%%,.,::.*.,.,.*.,..::....::..: ........ I I .................... '..-.'::.:.::.:.:: -.-.-.-:.-.-.-.-.-.-.-.-.-.-�.-.-.-.-.-.-.-.-:.....,.*. . .
i .... ...:..::.....:::..:.%......�..:.........................%%.........:..............:..............:..:.........:..*.'.... . . ... " . � ..t,::�"*.".,.�,*..:.,.:.,i,���..* "I"
, . ....... ... ... ...... ...... ...'.'.':.::.'.% :.*.,.7:.7.%*.,::.*.I .. � - -�'. ' ..'
$ i ,I I .*.*.'.,.,.,.,:.*::.*.*.%,.,.*.,.,:.,.*.,..,.,.,";;,*".�;"",*;,.,W....,�;....,.....................,.I ... I.I...-.,.......,V....,".,�w..,t,:;�-,.-"t;,V.--.,-. .... I.: ...... :.� -'.!k'*'*.:."'*,...-.'.k1 .' t'i',"e
i z - I I :.*:.*.,.,.,:::::.*.*.,.,:.,.,:::.*. .1'.1-1.11�.,.,.*.,-,:.,.�-111.�.*.,.,�*-:.,.*.*-,.,"�*:.",�1.1.111-I.I.t�*:.*.",.,.,-,::L-1.1"�l.,.*.*.*-,.*.�1.1.1.I.I.I�.1.1-1�%,-,.",-,-",:.-,.,.,-l.,.*�l- ' ..Z. ,�:;,.,�":,...!.;,.:..,."...:.,...*, :" ��'
. - - - , _ .
.11 I I I 883 w :::.,.*.%*.,:.*.,:::.,.*.%,.,.,::.,..'.,.*::.,:.*.*.,.,::.*:.*.*.%.........:....: .............. . .
. ............. :.-.:::.:.:.: ... ................................ .. I .. .
- ,�*.'*.,.,.,.,.*.*.,.,.,.,.,.,..... _11 '�-' .'
,I I ........................ : ........................... .;.":'--*'�:."�.�;%
' "' *
........... - . ..
. ....................... . ........................ *.*.-.'::.-: .......................... * .. ....................................... :.. .. --� .""'�'.� ......... 1.
.. ............. ........... ::.'� . ....................... . .
: ..................... ",..:............:......:.......................%...........:........: .............. ::............:......::.-...,..-.-.-:.-.-.-.-.-.-.-.-::.-:.-.-.-.-::.-.-..- ' , -, -f
: . I ........................... . * � 3. , -51�
I I :..::..-.............::..:........::....-..........:..............::....:..............,.,.,:.*.*.*.'.'.'.,:.,:.*.*.,.,.,.,.,;;.,.,.*.*:....:..,..:..*.-
i � i , ..,:.,. I
§ : I I ............... ......... ................................................. ..--:4',.�.,."*-.::.�...��...,.,..":�� .�'4
HI.t...... �.,. '..:.. .,.:. 'R ... . .. '�. I., ;.:�;._'-;'.---.'-
i : .................. ....... .:.,.,:.,.*.*.*:.*::.,.,.,.,.,.*::".,.,.,.,.,::.*.*.,.,.*.*.,::.,.,.*.,.,:::.1.1.1.1.1.*.*.,.,.*.*:.,::.,. . � �. '* , .: *�:�;
':.*.1::.'.'.': .... .... ::::'-:'-:.::.P.A..K-,IN.Q::-'-.'.'.'.'.'.*.*.*.'.'.'.'.'.*.'.".*.'.'.'.*.'.*.*.'.*.'.'.'.'..*,* ........... : ...... :::. * ** '. ."... a�'
" I .. .... : ...... :::.--.%...:.:: ...... . ........... I ............ .... ... *.,:::.,,. .:,.""..::......,-.�-,.!",.....:.",.",:,....,:.*k�! "
. �'. ..:!':f,".
'.: I '11 i . .
: I .... :......... ... :..:: -I..; .' 'A i5 *: '. .3$ : k'::-*.,.,:.,::.*.,:::.*:.,.,.,.,.,:.I *. '.%...'.-t. ... - - .";... .�� �'!
. . - - - 7 .
t: L! ........................ %%::::,:::*-:-':::::'-F.Q'QTI�NG'::E,L.E..V.-.T.i- .N�A: ,7-.3.,::.,.,.,.*.*.,::.*.,.,.,:.,:::.*.*.,:.,,. ..�� . .. �'
I "] .... ..... .... I 6 VIOD . .. ..% .. .... ..... � ........................................................ ...' .............. i:'.%'-*.'; �-_1'4 1�
.
I .: .. I " i:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: :. .T... ��.-.*':'�:!`-:-��:: .... ......
'' ' * * . .
.'. . J - : .,- 4. %.'......':...
:: ..................... *.*.:::�::.*%,.:::.*::F.IN.::F.IR F -'.'-* .:.Kl . . .�. Z'
.. ...... *,:*"'' * ...... ,:,::
.................... I :.
N ...........................................*. -..::.: .......... !............ - , - - .00 - -L - %� .*.*.*.,:. .. , , ...",....It ................ 'i...
. . . , .. ...1.37.*,23:::............:;:.* .' "
i ( ** .... * :.:.:. ... 5..T..:F,L ........ R:E ........... .. . . ;tN - , : ...'4. .1
�: : ........... . .. X.. . . :".
i :: : 11 .'.'.'.'.'.*.,.,:::: ........... ;. .:.......%..,::.,.,.,.%,.,.,:.*.*.,.*.,.%*.,.,::.*.,.,.,:.*: .................... � ............. ::..:.....,.,:.,.*.,:.*.,:.*.,.,.,::.*:.,.,.,.I . . . . . *.'.-':.%1 ,,, *.1::';'�'1`..". �;' * '*� '�t
'W.7.1.1 ................ '.':.*.':.-:...-.-._..: ... ........................................... .
',,*,*,""""""",,,",*",I ............ . - I ,
.1 . .... ................ ................................. I ... - - .
. I. .... I ....... I .............. . .............. :: ....... :............::..:.....%.........::............::. "... ':V Z" -,
..,.,.,.,.,::.*:.,.,.,.,.,.,.,:.*.,.,.,.,.,.,:.,.*.,.,:.,.,:.,.,.,.,::.. **' '! -..*:'.%*, ...,.,., -:g'.-;' I I
.. 1. k; , "
. ..... . . . , :.'
�: I ::.,.*.*.*.,.,.,.,.,.*::.*.,.*.,.*.,.,.,:.,:.,.,.,:.,.*:.,.*.,.*:.*:."""**.1.1.111....::..,.:.....,:;.*:.*.,.,.,::.*:.*.*.*.!::.,:.,.*.*.*::.*::.,.*.'.*.l.*.*::.*.,.*.,.,:.,.,.,.,::.,:.,.,.,.*::..:.. . :- !#:-'-.i.-'-.."!z ...;! .:,., "�'; '
�: ' ' . . . . .. ................. . * k .� ".; t':t'.'-:'-�" - ..
.1 11 I "**** ...... ::"**'*'*'*' -""'*::" *""::"' - ""*::"'*'*:"'*' ......... :::..:.,...:.:.:::,�-'�,.,.,.,.,.*:.*.*.,.,.,.,.,.,::.*:-,.,.*.,::.,.'.'.*** ............... ", ' �. . .. ::?,.t
.... ::.............::............::... .....:......:.......-......::.....-......:..:..........:::....... Z., .:..t . .
"**"* ... *
�.... . ..... : ......... .:. .
'i ....... ...::.V.'.'.1:::.*:.*".':..'
111111*11*"**,*::.,.%,.,.,.*.,.,.'.'.,.,:.*.,.,::.*.*.*.,.,.,:::.*.*.*........:.......*.,.,.,:.,:;:.I ..... I ................................................. .. i" .. 1 * .: -:, -, ::.�'.; �.";
................ ...... ... : ........................................................ :..::.....:.-:.-.%-.-.-:.. .4.:: . V.:...... ... ... . .
*:.%,.%%,.*::.*.%,.'.%*.*.*:.*::.,.,.*.'. . ...% ... ::.-.-.%-.-.-::: ... .:. ... . .' - .k.,
. .. ... :.........7. .......... . ................................ "� .'. _k..
,:.*.*.*.*.,.,.,:.,.,.*.*.*.*.*.,.,.,;:.*.%,.,.,.,:.,.,.*.,.,.,: ............................ *:.*..,..,:,.*:.,::.*.,.,.,:.*.,.,.,.,.,.,:.,.*.,:.*.,.*.,.*::.,.,.,.,.,.,::.,.,.,.-:.,.*:.*.,.,.,.,.* *. .
. . . _ .,..:::.
� i 9 I ................. . " �% _.- ... ...
I . ..';"t'
.*.'.,.%*.*.%,::.,.%*.'.*.*.*.,.,.,:::.%%.......:............::..............:..:::..........::...............-.-.-::.%:...:.-::.-.-.-.-:.-::.-,'.'.*.,.,:z,.'.%*.",.".,:,:.*.,.*.,.,.*.*.*.'.'.'.*.*::.,.%'.*.'."'. '.2 - .:.'.."_�-*.�-'. k. . ..
� I I ...... :... .... :. :............;.,.,.*.,.,.*.*.*.::,..,..,..:..*.*.*.,.-*-'.-'.-'�'.6.""'.'*.-'.-*.?'-',*.-'.-'-,*-'..:.,., *- : ��' , , - , _ �
... ........ :�*::.,.*.,.*:.*.,::.*.,.*:.,::.,.*.*:.,.,.% ............................ %' .
; � ...... ..... � ." ;",*:, `..,I.`.,.:* ?i i !
: ,:.*.,.*.%*.,.,::.*.*.*.*.%,.,.,:.,... . ..-:.%-.-...-:::...-.-.%-.-.-:. , , -'.. ... ..
*::.,.*.*.*.,.,::.,.,.,.,.,.,.,.,.*.*.....- .. .........:......:......................:..::............::;.%.........:....::.....,..:..::......::..::..............::.-........::..............:........:......:.. .. - .� . * .
...... * " ...:...= ...... .....::: ......... :..................::.............-............-.%.....::...%%.:..::.....-......::...%...........:..........:::..........:::..........::....- - ,
�i -� L *'*'**"**'***"*":*""*""""*':**,*,*,' ",:*",,*,*""::*"""*""":*"",:"""""*,*,:*","""",*,"*::,*I *""":
II svo S... ........... ........... I ............... ;...........�......::............::............::............:::..............:.............,:.*.,.*.*.,:::.,.,.,....::....:::: �,. .,:, .... I ..
1i ;� ' 0 ::.,.*.,.,.,::.,.,::.*.*.*.*.,.,:::.*. .1.1 I I I * * I .... I ........ *.'.. * IAI:.*.%,.,.,:::.,.*.,.*.*:::.*.,.,.,.*.,:.*.,:::.%*.,.,.,::.*.%,.,:................................- . n . �.'
"*::.,:.,:.*.,.,.*..:..;:::-�:::.,.%::.,:::*.,..:.*.,::: ." . --- i'.. .. -
............. ............. I ... ....... ..... :4.1.:.:.:.:.*.,.,.,;.,.,.,.,.,.,.,:.,.,.,.,.,.,.,.*.,:.,:.*.*".*.,:::.,.,.,.l.*.,:.,.*.,::.*.,.,.*.,.,.,.,.I 1. , ..
1i �1 .*.*.%:: -L-'-'*.(a.T-': .............................. I ...................... . . .
.. %1.1.1.1:.,.*.*.*:.%%,.*:.,::.,.*.*.*. ..,.*.,.,.,.*.*:.%....,............,..:.....:.. v............x", *7.*.'.*::.';.!....::.. .:::..........:..;..........:;:....::..:.....-.-..:..:. .. .x, "..."
; ... ... . .
� ' ��' "' ........ .,.,.*.*.*.*.,.,.,.,.*.,.,.,.*.,.*.,.,::-- . ... * r-:.N.*.,.,.,.,.,::.*:.,.,.,:.*.,.,.,.,.,.,.I ............... . "
Z :-:-:-:-:-:-:-:-:-:-:.:.:.:.:.:.:.:"* ... - - ' : ... .: .. .................. ::...:.. - '..'
- 444 P.. -Irc 71W -'�"
.
� W., :...%%-.-.-:.-.-.-.-.-.-:.,.-:...!. . Fu .: . .. : ................... :..... : ...� .. :1...
. .................... ir..:.- ...7
I ; I �'* . ...................... :.:�:-j .... * ...... * * * ' ".N�-.B.".-7-.'-7-*.�*8-.'7.-.*::S:% .... * ....... ,e�! k ...... _
.
I �� : ,:.::: .. .. ................... ::.,.*.%,.,:.*:.*.*.,.*.,.%,.,.,.. ...::.% ... ;.*::.*.%,.,.%,::.*.*.*.*:.*.,:.I ljl%,.*.*.,.,.*.%,.,:.,.,.,:.*.,:.,.,.,.*.*.*.,:.,.,.,.,::.*..*.*.,: .... 1. t. .... . .
'.... .
. ..................... .. .. .
. - - .. . : .,.,.* . I
: . ..:........:..::. .... .: . - ': '...:T�T�: �. ... t
:0 � "I ..... :. : %'t,�.,:.*.*.*.*.,.,.,.,.,:.*:.*.*.%,.",.,:::.*.*.,.%,.,::.,.,.,.,.,.,::.,.,.,.%,.,.,.,.,...:: ..... : ....... :..::.,:..: R�.F.-. 1 .
'1 , _ .--- . .,.%,.,:.,:.,.*.*.-.-.-.-.-.-::..:::::. ll.*:.*.*.%,.,.,.*:.*.,.,.*.,.*.*.,.,.l.,:.*.,.I ............................
I , ? .;. .... :::*:.:: .:.:.:.:.%:
:1 ................................................... - . ............. . . .
i � .... )m .::.*.:I:: .......................................................... %.'.-::.-:.-.-.-.-.-.'.*.*::. '.'�;-':;
. I T .-::.-.-.-.-.-......:..:......... 1.7.1;: .. ............. . .....
::.,.,.*.'., .... ".".,.,::.,.,:.*.*.'.%,.,.,::.,.,.,.,.,.,::.*: .... :....:......:..:.....%%...:....:.................... .............................:.,.,.*::., '... .. . m
........ :..::., :.1::.*.*.*.*:.: ........................... :4, .1
.................. .:..........:::.................:..:..........::...............- ..............*:.,:.,:.*.*.,.,.%*.,.,::.*;.*.,. ,:.,.,:.*.*:::�'.*.,.,.,:::.*.'.'.' . .' -
11 . �j ...:......................::..........::: .....:::. .... :..::.: ......................... ................... ::.. : .. ..- --- -.1
':.1.*.*.%1:::.*.*.1:.1:.*:.' ............................. :...:::..:; ...:..........:'...:: .... I... . . ' 1.1,11'.1",
I ":.,::;
% t .'.*:.1.'.'.1.'.*:::.'.'.*.1 '.':.1::.1.1.1.1:.*::.'.'. . . .. .
' :::.,:.* ................... ........................... :: .................................................. ............... . .,4[,�.:",i.,.�"',�,"',"�'�',*�"K:�!..,."...*.':�'.:
' :� .... .,.,:::.,:.*.,.,.,::.,:.,.,.,:::.,:::.,: ........... ... :.....: ............ . .
:t I 'I .............................. ... :............::'.....: .............................................................. .. ... ............ . . I " " ,,, "
% *"* ... I ... .. ........ ::...................................,::.,;,.,.,.*:.,.*.,:.,.,. ':.1.1 ................ . '�':':�%':%'...: -, -'.*iV.';?' �
.............. ........... .......... ..... : ........ -1;...-.1:.1.*.'.1.1:.1 ... .!.
:: 33: ..'.*.*.*.*.%'. ... . . . . . . . �i'.':.":'!
�. :: . � I ...... ............. ... ...................... ............... ......... kM I ...... . ,
... - 0", "'N 1111%1.1.1 .... � :-�-A��Z"_l "'..-�-'__-L-:*
�
I '" " � "***'* ..... I '��� .' * ' - --r- I �
� :: q -'W�'- .............. � n%%%..' .. ... ... � -
:; ... � Z'� ._., ..,I.. _
� N w ...... .................... :..:... .%.................................................................:.:.....- 'I
.. .. . ............w., ........ :....... ......... %... ... I :
.. � ... ... ...... ........... I .... I ...........
11 :-, L - -73* * '.'.'..'.%'::.*.*.1.1.*.' .*.'. ::.*..*.* ..................................................... I ........ ........................:.-.-.-.-.%.::...- ; I I i
: : ... 111-1 ..... ........... ... . ... ... ... ... . I I I " * * I %,.,.,:.,.,.%,.*.,.*.*.,.,.'.'.,:.*.,.*.*.*.*.*.*.*.'.'.'.,.*.*.*.,.,.*.,.*.*.*.'.*.*.I I I * *.*.'.'." . , �
. . . . . . . ................. .. .. ..... ... %%*."::: 7.1.' %*.1:'.'::.*.%V.1: ....................................................................................... : I - �
'% : I : I 9 1-i *:.,..,.,.'.'.,:.*.,.,.,.,.::.*.-.- ..:, . .N...........: ..... ...... ......................... .......w., ........ :..........:..:..........:..............:....:................
: .. . ... ..x.... ... . . ...... ....
.... .... .::..:::: ... ..x..... .... :.. .. .*.,.,.,:.,.,:.,.,.,.*.,.,::.*.I I i
.. ::.1.1*.*.'....... ..:: ....'... ....... I .............................................. :
.
... ::::: ::: .:-::i :,*. ... ..,............................................................................................:: .... .. ::....:..::.-.-.-.-:.-:.-
. . .1.:.i.1.%%' ............. ...................................................... .... 7:.w:.w.%1::.*.
k ii . 3c 1 " " . . ................... ... I .............................................. ;. I I :
I .. .... ........ _. - - _ _.' *'.'.:.i.1.% ................
W..... _.... - -.,-.,.. . " ' " " ,:.*.%*.,.,:::.,.*.*.*.*.,.,:.,::.*.*.,.,:.:
- .:...... -:: ......':.':.'..%1.' . .....I.....I,::.J,.*.*.,.,::.,.*.%*. . :I
I I I I �::::::::::::::: ... .7. :.::::::%...,..,..*�-*..:,:.,..*,...,.:.,..,...,.,.,..*.-.'.,'.,.-.-'.-'.-..*-,..,..,.*..*:.,..-..% .................................
I ` **: - .' . .3.,.,...,.I*.*.*.,.,:.,.,.*.,.,.... ............................ ::.".-...,...::.....%*.,.,:.,.,:.*.%,.,::.,.,.%*.I.I.- - -
.... ...... %... ""*' . . :.::.* *.,:.. :.,..:.::.:::.: ::.. **"" ", ............................................. ............ ....* I i
. ...... I ............ : If___.1
..' - .:. .'.'.'.:.'.` .'.-.-'.-.�-. ...'. ............................. *.
.. I .... :"..:.'... .. ...... .%, : * ... **** .... .............................
� I j .*.'.. '.'.'.*. ::. ..................................... I ................ I
.1 :: ::.*.*.,.,.,.*::.,.,.,...,.*::.*.* ... :; .......................... .............................
-All 11 ':.' '..':.'.'.'.'.':.':.'..'.'. ::.*..'.'.` ::.* ..:... . ... ..: : ....... 1 .............. -.-.-.-:::.-.-.-.-.-:::.%%-.-.-::;.-.-.-.-. 11 i
*:.1.'**.'.1:.*:.1..'.1. ;:.*..%*.. ......' ::,.. . ... . I 6,.%.'... . ...: ' : ........ ;;;;;;;;;;;;;;;;; * * . ..............
% �"' - I I g I . . ' '. .... .,.,. . - - - i -
- ... .. . . .1 .'.'.* .*.1.%%'.'.':," * ............... :-:-:-:-:-:-:-:-:-:-:.:.:!,�:.".:.:.;.,�,.-,.:A A:. I . �
1� ....... .1 ... I . 0 1 .% ... I _% .
I �.' I..., . ....... P. : . .... .': ............. .... :-'-X-:-*-' : .....".�,.-;*.*.*.,;,.*.,:.,.*.,:.,.,.*., ... � ....
% : . ..' ,.*.*.,.,.'.,.,::.-.-.-.�-.-.-.-.-.-.-.-.-.-......:. .... o ... � ...
..... * :0, I ... ... ........... r'.'.*.,.,.,.,.,:::..:...................: .......... ..... � . ............. : . ........... .'... .
% . : . . ........... .................................� ............ - '.'.'.'.':::.'.7 ......... :......... -..m'.%'.T.%'.'.'.'.'. . . ...... -L -
: . %,.,::.*:.%%*.,.,.,.,:.,.*.*.*.,.%:.,.,:....:.. **** .... ' . .* :.*::.,.*.*: ...... %.....:: ... *.%' :: ......
::., .*.''.'::.'::.*:.7.':: ::.*:: . . . :::::::.. ......................... :.'.1.'.*.'::.'. - ---::.-::.-.::.';.'.'.'.1..
% F : I : * .%::.:.:.-.:.:.-.I-f ....... """ ...... . ;�.
: : I ::::::::.*.*.*.,:;.*:........::.;..:.%.-.-.-:;.-,%-.-.-.-.-.-.-.-:.-.-.,..-.%:.-.-.%- ..%.:.: X. .1..-.-.-.-:.-:.-;.-.-.%-.-.-.-:::.........-....,., ......... . .......... ::.".%..
% I ; I I I :;.* ........ :.. 1.1.1.1.1.*.*.,:.*.,.,.,.,.,.,:.%,.*.*.*.,.,.,: 7.*.%7.7.,.If. *:.,.*.,.,.*.,.*..::..:................::.- ........w.... ..............
: .1.1 '.%%7:.'.1:;:.*.%'.'.: ... ,:.*.,.,.,:.,.*.*.,.,.*.,.,.,.,:.,:.,*.*.*.,.,::.* ........ ...... :....:: ... :
. . . . ::.*.w.':t. ,::.,.,.,::.*.*.*.,.,:::.*.,.*.*., %, " * , " * .... V. .
* , ... ... :.::..*.,::..:::. W.V.V". ..
% . . . . ..:............:; ... :K.:.:.:.::.:..::; I .-.-::.-::::.-:;::; :' ....
.:... 7. . ...... I .................. ..'
% I : . I A I 11, :�:�:j -' ;:x.`%:,:::::Qp, P*5R. ,..:L.t*Vi�L.,,.,.,5L.it-.,V..*::.* .... * ...... . .,.,:::.*.*.*.*.,.,::.,:.*.,.,:.*.,.,:.*.*.*.I I ...
. . r.1.7.1.1.1.1.1.1 ........... I .............. ..... ............................................... -
.. ... .,::.*.*.,.,.*.*.::::::::::::::::::::::::::::::::::::::::: .,.,::. ............................... ::.'.'.'.'.'.':.' T
.: ..: * ,50.,:.,.,:.,.,.*.,.,.,.,::.*.,.,.*.,:.,:. .......... .. ............ .
: . '. . * * '1 *.,.,.,:.:::::::::::::::::::::::::::::::::: � 1:::::::::::::::' - - - .:...%.......:.........-.-.,.*.*.*.*. .'.%*.,.,:: ...... ,.%,:::.*.*:.,.,::.,.*.,.*:.*.,.'.'.I.t;.,.,.,. I
1� I I .. 39 1 ...... .*.*.*.*. ................. :.V................ ..........................
: .... .... * ... * ..... " '*** ....
.. - .:...% :::': +A4 .. - "'-'-% - -"-'-'-'-':-%` ... t .......... W., .... ..:.....::....:.-......:......:........;...%.........:.... .
.. . . - - .! ......... :.... .w.................. ......... :.%. .
.. I ::::*- .1.1.1.*.*.,.*:.*............::..."*".,.*:.,.* ........ :;.. ........ :........ .... . '
.. :: � :.,.,.*.::::::::::::::::::::::::::::..:.:.:: :-:-:-:-:-:-:-': ........ . . ...
k - I : .................... .*.,.,:.,.*.,.,.*.,.*:.,.,.*.,.*.*.*.,.%,.,.%,:.,.*.,.,.1.1.1.1:.,.,:.I ....
: : I - ,::, '*"*** ..... ***"*` ... * .... ", , I .......... :...... :.'
w . .. ..... %%7:.j*' ..... 1*
I :: . .. ........ 1. .I.I.W.I.I.I.I., .... ..................................... ......... ....,;:.,.,.,.,:.,.,:.",.,.....
........
.. ,:.*:.*.*.:,* ........
% � : I *' ""**::. , 4.'�0*V,:** ... * .... ***';::'*'%*"'*****'** .......... . ... '*** ....
. : ... .. ..... .. ............w... ,:.*.*.,.,:..
I 1. I I I - " *::"`: wvvt. �M'�-.'.-� - ....................
"
. ... I . ...... I ..... ............ I ......... I .................. . . . .. .
"
4 '' * :.7.,:.. *.*.,.%*.*.,.*. ..
% . . *11", % ' 1%'.'.'.,:::.,.,.%%,.,.�.%,.,.*.*.",.,.,.,.,:.,.*:.,.,.,.,.,.,.,:.". *.'.'.':.%,.,.,.,.,.,:::.*:.,.*.,:::.,.*:.*.,: 7.7.1:. ::" .. . 7.' ..' "N
I : . .. . ' ::::::-':: *-*-%:+.'j:.�.Z-' ................ . .......................... . ' :. 1, . . ,4::"" 1*1:* , , * , , , * , I * I * I '_ * ,
..1.1:.1.' -7-.3.*.,.,.,.,.,.*:....:::......,.,.,:: ..................... . .. :.....:.,..:....:........:....:...- ' . - ....
�..::.*:.'
I : '_.' *' ' .. t ,..... .. ... .. ..I.I.I.W....1.1 *. .: :..,.,.,., �.':.*:.7.'.'. ..... %7.1
.. ..! ...................... . .. :.
% : �: .. .*.''.,.*."'.'.*.,.,.*.,.*.,.*.,.,.,::.,.,.,.*.,.,.,:.,.*.%*.,.,.,.,.,. ..%.,.....::..::.*.'.,.,:.,:::.*.,.,.,.,:.*.*:.%%%,:.,.,::.,..:.*::.,.. ... . ... . I I.- ....
329 .",... " ' '.'..'.*�l*.'.*.*.'.*.'.'.'.*.'.'.*.'.*.*.'.'.'.'.'."':" . ...... .. W. ..
� !! ... .......: ....................................... ;�:. �: .. .1.
.
.
I: : % '...' ' - - - " - " ." --::.-._.-.-:.-.':.'.7.''."
'
I III ... ..... ::'%-*.::.::::BAS-.E.ME--N..T.-.:L.-E.V.�EL.'::E.L.E.V... ... .................... . :- ......
... .. ... .%.,.*. ........ %,.,..
% ' w.1: ,:.%, .................................... :.*:.*.,.,.,.,:.*.*:.*.,.*.,:.,::.,......::... .......:.....::.........%......-..::..........*.,.,::.,.*.,:.,:::.,.,.*.l.,:::.*":.*.",.,:.,:::."*.,:.,.,.,.,.,.%,:.,.,::.,:.,:.*::.,.,.*.I V.
% 1:: t . ..... : .................................
. *,:.,.,::::::.,:::.,:::.,.,.,:.*::.. ... :' ........
: � . .: :::.*. -' .,.:., -'.:�.p.,.'1:25".5, ..,.:,...*.:::::*...::,...,..::,.::: -::.,,-.-.-.,.-::.-.-.-.-.-.-.-.-:.-:::.-.1.-.-.-::.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.. :.-.-::::::.-:::.-:::.-.-.-:.-::. ..... :.,:.*;.*.*.*.*.,;.
. ' ... :. .............:..:..::......:....::......:........: .................... :.-:.%..................
$ .:: ..:.".. ................ .:. .. .,.........: ... ....
% I I 1 $ .
% : : 11 .. .. :.,::.,.,.:" ..............:..:...,......"..:....;............... .. .. .::.....:.-:::.-...
: :.*:.,.''.,.,.*:::.*.,.,.,.,::.,.%,.,.,.,:.*:.,.*.*.*.*:::.*.*.,.*.,.,.,:.,:.*:.,.,:.,.,.*:.I ............... I ........................................................ :: . ... ............. ..
...............................................................................
I. - =.'.'.%*.*.'::.':.%% * , , "', , ,*"* ..:.,.....:..............;.�.1.111":.,.*:.,.,::.,.,.,.,.,.*:::.*.,.,:.1.1.1:.%.......................
% 1 393 ... . ........... ..*.,.,.*:.,.*:.*:.,.*.,.*.*.*.,.,........ ................... I ....... :.." ............ ............ 1.1:.,.%*.*.,::.,.,::.,.,:.*.,.,::.*.,.,.*.*.....�....
- � ... .*.7.'.'.1.'.7.*.' % w...........w........ ................................................. ..
I �'.ib,d.t..iiq"d...�.t.,t.,.V..*::,- ,..,.*.*.*.*.,.,.,.,.,.,.,.,.*.*.,.*.*.,. ***.,** ...... ***"*" ..... , ,
I �n E : ..It ... . ......................................... :..:...,..........:..::...%%.....::...... '....-,.:.,I.n.:.,..,..'..'...'.*..,..:.:.*.-*.-*. ................. ...................... ...
� I 7y::.-.%-.%-.-: ................................. . ..-:.%-.-.-:....I.l...::...........-:::.-:::.-.-;:.-.-.-.%,.:: -.-.-.-.,:::.
. . .%...:.,.,.,:.,.*.*.%*.,.*:.,.*.*.*.,.*.*:.......
... .: -`-:-.:*::'- in : , ... :....................:.%...:..................... ..
, ..... ..' :::. ::.::: : ': %4A - ..'16. ..-.-.,.'.*:.*.*.,.,.,.,.,.,::.,.,.*.,.,.,::.,:.,.,.*.,.,."..:::.-:.- .. ...:.,:.*:.,.*.,I.I,.*::,,.*.*.*.*.*.,.,.,.*.*.,.,.,.,.*.,.*.*.*.,.,..,:.'..*..*..*.".,.,."."*.*'....
to I : a ' '` .;....:......::.*:.*.,.%.,.*.*.,.' ..-...-.:.-.::.:j. .. .............. ...................... 7.1.7.1.7.1.7.7.1.1** *1
V_ :: :: I .*.*.*. ,*.*.*:.*.,.,.,:::.%*.'.,.,:.,;.*.*.*.%,.,::.*.*.,.,.,:::.%*.%,.,.'::.,:. . ' : `� W
I I : :: I I . .:.,.,.*:.,.,.,.,.........:..........-.,.,.-; .................................. ...................................... ' .
........................................ . ................................... 1.1.1%..
. . '::.1.*:.*.%'....... . ....:::...... ................ .................... ::..
: .*.*.*.*.*.,:;:.,.,.,.*.,.*::.,.*.,.,.,.,::.*.,.,.,.,.,.,:.,.,:� ... ........ **** .... * ::::::. .
\� ... .................. ::: ... w ..:..: ......... ....... .
\ 11 ":-*-'::'-`*-*-*-*-'- .. .. .-::.-.-.%-.-.-:.. ........ ........ .1.1.1.1.*.,.*.*.,:::.",.*.%,.,.,:.*.*:.*'.'.,.,.*.*:.*.*.,.*.*.*.*.,.*.*.*:.*:.*:.,.,.*.*.,.*.,:.,.*.*.*.I ..... 1.11.1
. ...........................
' .%..:::.,.%*.*.*.,.,.,..::............:: ..... :.......,......:.*:::.,.,.,.,.,:.,:.*..,.,.,".%,.,.,.,.,.,.,:.*.,.*.*.,.,.,:.l.,.*.*.,.*.*:.,::.,.,.,.,.*.*.,.,.I 7.,.7.V.7:., ......................... ..::....
! ... ........................: ................................. ..... ::. *. A
I I : :: I .... "",::.,.*.*.*.*.,.,::.*::.,.*.*.*.,.,::.*.%*.,.,.,.,::.*.*.,:.%*.*:.*::.",.l.,.*.,:.*:.,.*:.,.,.,.,:.*�.*.,.,.,:.,.....-.....- .
. :.*::.*.,.,.*:.,.,:.%*.,::.,.,:.*.,.%*.%*.*.'.' ,:.*.*.,.,.,.,::.*.%,.,.,.,.*.1.1.1.1:.*.,.,.,.,.,.I .............
% . I _; �11 F�' .' I ................................. ....................................... =..... ..
II : - ................................................. : ...... :.w............ : - ..-.-:.-:: ............................ ::..:......... . . . %.
% . : ..:.. .................. I ..... .... . . ..:...:,. ..:....: .................. ... .
� -i-:.-::::.-.-...-.-.-::.-: ......................................................... .................................. ... I ............... :....:......:....::.*.,.*.*.,.,:::.*.*. _
. ... ........ ............................................. .. I I I I I *:.*.,.*:.*.,.,:::.*.*::.*:::.,:::.*:.* * * " ............... .
�' ... ::I,.,.*".,:.,.,:::.,.,.............. .. ... ... . 111W.I.I., ..................
: I I ::* ............. I .............
. ... 4.*.,.,::.,.,.*:.,:.*..,:::.,.,.,:".*.,: ................ . I
% . : ::: "1,::.,:.*:.*.*.,.,.*:::.,.,.*.,.,:::.*.,.*.*.,.,.,:.,.,::.*:.*.*.*.,.,.,.,::.,.,.,�,.,.,................. ................................ :-:-:_:-:-:-:.::::::::::::::::: : . .......... .......................... I
I I > I -, . ' ' . .......i......��..i....i�..��'..,.,.,.,:.*.,.'.'.,.,.,.,::..;......:.....-.-.: ................. i..,.*.,.*:.,.,:::.*.,.*.,.*:":.,.,.*.'.*".,.,.,.,:.,.*:.'.'.'.*.,.*..*.*.
: X :.,[*.*.*.*.,::.,.,.,.,.,.,.,.*.,.,.,:.,.*:.,.,.*.,: ....................... . ' - ' '!'.*0t�=.:'
"A% ...... ` i .... .
. I I . ................ � ... � ." .. ... . . .... -.0 . --�.�
% : I : ... . .. . , . ;:: ... j'.'.'..V��Y.:....'.
I ... ...... .. ..........-.........-.-.-.�.-... ,!tt�!t!, :-'-*-*-'::.'. . -!tt .*.
) % ...... :-'.�, . .!'!tX:!X: ....... ..... ............. I ..... .. .! I
. I J - _244= - " *`�"' -
L I I : ...: :: .I., .1. ' '
-f-,-: . .. .... .;.qi."m"-N" , .."..' � ;�7- -7.'�'77,".
1 1 "%'���" k4,,�,��,�s-.',',,'�7.-,v,�!��,:Z-"�,.'%'�-",*�-, � _�` I. !r'l:" ." �-"4 ,
, N '. , �� '.. . 'k' _�_ I
. ' ' - " " ","� ""'_� �Ik , 1*1 ""-d!�4' ' '. , �ft , ,,,,,, 1�1111111Z'111111� 11 �"'�
, . ""'%. � ...... % "p . I . '�
: I �' ..-.' "I , . -1`4X-n�"l jo g", t�"-'.-"---:'q --w-'� '�w + - ' �
: ��r%--.-" -., - , - A '�� _ - '�' '� .�� , X. -
.
,
,
,
�� ..' .'
,
�� ..' .' , �'
�� ,
,
\ . . ' 2--'1-r I ., 'Z' �
' *
. ,
I ". ,
� * �7'' , . e"A -
.
�'�91."'.` . � ".
S __ S - S - S : I , .' 0'�-*�""` "�. ..-.--, , 5, 1, 1--".';," ;,k"7-,-- "� *.'.-
� I "
S - S p'p - - S . "?_'4. �� '� - .'-'-"�'.-'-,'
I � : _"" il�'.- ."e" �Vtv�'-.' .".'-""$ . ..".1 I .,,.Vl- "' , * I , p '1'-'-"-."' , �
I "I', /..,.I ' 1". 111.0-f "."...'...' '�. "'...;.4' _'.�.' I" . -
. , ', . -, " ' '
. , , , t� . '- ,
" * _,T. -'f..' / , - .'.
; . . :::: I "." '.- ,-V 4-:A ., � llf;-t�le-.; - "�
, � , . . , .' , .t
- - -': . 41"
.I. .
1� 'I �. '-,"',-0'-*-'- & .. .. �� , . - I ��"
14- � I � ' . , - �'.* '-g" -"� . _" ----- 41_e"'Z�14_'C..
'
''''''''''
'
� .
� ' ,�' , , . 111 , 0�" lgl'��"�k.'%' 11_' " �
�_' I 1%. ""� ' % .
T_ . I I
. %p .
I :: / . ''.
\ I :; � """I . I
I
DO � / ..... . "
I k \11 Tc . I \ . . I I c�
' � Ll:-j '. % %p I
in I � �. 1� I I ' ..... � \ . .. ..
N 11 k � : I I \ .. %_j
., I 3
I . , . ,If+ 'p ..'
; 'I I ..
� I . , �\' - ...
.
.
"I 1___' -
I . '. \' ;1b - '\ \�, '
i 1\ - - . ' I--,";, -11-11"--, I . -
, \
'�
\ .. , I ..
----------A .. - 18p-'O.lp '%: - .1 .. ....... --- - -1 .. ____ -I- - -
.. - . .
I
11
ci) I
"_11'..'.1-
..""� "
I"I'll".",...."".,..,..,.., ��i
I
I
------ c ___ E ___ � ___ C7 ___ E ___ E ___ I
E -_ E '.. I
I Z'.�
__
-
-
- � ..
__ - ___ - .
. . .' . I � � . � .4 lei �.' "?, -
� . . . . , . � N . " I :
I , .1 .. I �
1.
� . I I . I
'
I --- e 0 �
� .' . 'If I .4
� . .� I
. .
, 'K .
.' m����E I
V_
* -1 .. "I 10 \
I
i � "%':�'%.'.+%%%% .. %%'_.'%%' , ". x 11'\ ".. �\
I � f lb\'� -
i -\+,\ I
: ...' , " \� \ / \,%" 10 Cz�_�_�'
I ,.."+,,,. \\\\\\\\ i 60.64' 'q _�
11 -%---
: - I
: - , .", �F-- "
� L:--,� ... / 4 ------= #__ _'#�-" _"
77 )"" _,",%_%%�,"',
�� .'..' I T____:::�I. .,.%'%"
"' .\", 1-1,% "' 1%%. ",
/ " ", � "% .\"., %��.-'w
"s - 14"_= %I _w _w I 17 _w - w _w - w
� wf�_ 11 t
,I 7_11_
� \_1' __ -1 '___1_""_'
04 \1 � '%,%, _"1__111.."%""11% _"_'
C'4 4 1 � I
�
1 4/ \ ) HOLLY STREET,,,,
*� _'01 _\_ - - - -- -
/I ___ __ ___ - ,
%
__� � %%
% I �
14-
i C14 .
- COM COM - COM Com - COM T- COM- 0:1111117F ........... �� .... ��
. E - E - E -- E = E - E - E - E - E - E I - GUY WIRE
. GAS- GAS- GAS-IGAS- GAS- GAS- GAS- ____ WM - - -
- - - - - , - -
i wPp W/
k I UTE
\ I
I
0 2' 4' 6' 8' 16' 24'
- m6m===69,,'___ ===========
�� I
I
vii
rm*-m
ff
.
.
.11 ........... .,.. I N
� '�'111 ............... \ -
,
�\\1_11' `:- __ ---. /.
e
/
e
\ 1% �
/ I.. b .;1
LA 0-
\ J�' ZP
\ __ , \ - - - -
- - - ---,%,,
. % ,
.�p I \
0
V3 \
1 $ \
5f-0tf F - ' \1_1' -
;>
w
1 01 _0"
'
LO
(6
�
m
0
I'
19t
- -- �-j
.
;
,
-
I :
�
.
::
I I
- - GAS - GAS - GAS
__ - ILITY EASEMENT
DRAINAGE CASEMENT
EASEMENT
ALL EXPOSED SURFACES TO
BE COVERED WITHIN 2 DAYS
'% k, I 11 'e '0 AS t�IOTED
\ % p,pjj'�'�.1'!E
I'll \. .NG IEERING
\.\ \ 1. I ip E 1111
wnm-"UL_�
N\\"" *1_11 I ,-,'IS., � . ko 1"n ilrca�
- onto: ,..-- '_____.___
- - ..\-%6"'7- - - - - - - - -
. I
I OWNER/CONTRACTOR IS RESPONSIBLE
I FOR EROSION CONTROL AND DAMAGE
I I
I
I I
I
,� i=pn.qinNj Aiqn.(;F=nimFNT,G0NTR0L PLAN
LEGEND:
-X_
6FILTER FABRIC (FENCE .
FILTRATION SYSTEM)
.
-
TEMPORARY SEDIMENT TRAP
0
(FILTER SOCKS) FOR CATCH
BASIN
.
HEXISTING
. .
CATCH BASIN
(a
- . .
.
STABILIZED CONSTRUCTION
ENTRANCE
a
. .
STRIPPED AREAS I ..
NOTES:
1. ALL CUT
SLOPES TO BE COVERED WITH PLASTIC SHEETS
TO PREVENT
SUPERFICIAL EROSION PER GEOTECHNICAL
REPORT.
.
'%fAy '
'IV
, 'T '
., "
I 'A'A
t.
-109.,ip.,",.,-"P".,,p,-,,,,,pf-,,,r4,,,,,,,
'� IV,,
"I 1�t'
N�-' ---</
WIDTH OF INGRESS/
N N ONSTRUCTION ENTRAN
DURING THE CONSTRUCTION PERIOD.
IC'T NSPECT'ON REQUIRED ON ALL EROSIII!771
MIAYIU'RES BEFORE WORK CAN BEGIN.
. . . ..
..' '* 1. `_ * -' ' - :: :. '.'.. -
,Z C-*fT--Y-',*::a'r.', -'E---*bMQN.'E)-5'. '..
_w� , :'
.
-
- A GEBM 10/6/03 STABRREDOOMMUMEMUCE
WM NTS r M E1.2
( *..,...i but I m
, ffo- I 7/24M
. IIIIIIIIIIIIIIIIIIIZIIIIIIIIIIIIIIIIIII I �
- __11111 .. _____'__'__'___'_
FVM I'ABRIC
SECURED TO 2' X r
14 Q& WNM rABIRIC -T
EOUAL I I , I
r X r WOOD OR-
Er- Ir
/
U --It=
-
a,
k-
FILTER FABRIC MATERIAL IN
ZAANMD
CMITMIS ROLL& USIE STAPLES
PLACE 3 - _11.w 11 kSHIED GRAVEL H
WTH SWES OF
EIR W= RD= TO ATTACH
THE I N
FILTER FABW FENCE ON THE SURFACE
FAWC M WIRL
(
m
NESH SUPPORT Fdh
jr E'" SUP W ;�
AIVIRE
M SUPP=RT FILTER IFAINIM
I
,
I I
I . .
.
- I
Z'
-
I g
I � W �
.
_ ___
- LL ic -- - - - - -
I I w mm I I
Ta Ir
I I f.0 MAX I I
____[J
I
1� V X r WDEM PMI IR
EQWALM
CMITRACTOR/DEVEUM SHALL HANTAIN AND REPLACE
STRAW BALES TO DMIRE PROPER EROSM CONTROL,
CITY rNSPECTMN REQUIREMI ON N�
ERDSM CONTROL METHM BEFORE
I
� . .
OTMM VORK __
I '
'*..' �.
_w
...-c - I ,.'.��P7';..-'-E..--'bM.C-.�N"iD-S-�:::-'-!.--
41 �..(-Ty
-
:' _..
qIQNq
STANDARD DETAIL
-_
.-
-I
- nUERFAIRCOM FILTRATO SYSTEMS
I - - 7/mm Imms M r""*' E11.1
1NDW VIRE OR n - D[CAVATE TRENCH 9' DEIEP
T%nm VHERE STRAW " " VILL
I I / BE KAM AM STNX BAUM
COWACTEM SOL T13
PREVMT
CROSS SECTION OF A PROPERLY
INSTALLED STRAW BALE BARRIER
TVO STAKES PER RMX TO
114AWAIN P0MT=
STRAW BALES AS
/7 RmRm
�
Al - - - - I / I t2ffp
. 11
.1 .1
BALE BARRIER IN A DRAINAGE WAY
CMf7RACTOR/PEVEIXPM SHAIJ_ WJ?ffAM NO REPLACE
STRAW B&ES M VISURE PROPER EIR13SM CONTROL I CITY INSPECTION IREOIL� OIN ALL
EROSION! CI3WTRCIL METH13DS BEFOIRE
OTHER VORK CAN REGM ..]
I - * N`h �:::.'!..
. . . * "
_w . '. .,-E-.-. I T �_-- -'.. , �.
... Ic - - *: ia'r---� .. - , " b m --.0, -
I I �j .1-y"
I .
pp"c InN!R I STANDARD DETAIL
wrom Iff - , -
__� on Imu ws E I 1.1.1
I go -logo I 7AH/M I r" "I,*
w4=0wmmmw___a___
';.,�' WAIU;�'14 IPIXX 1; RA T r.
*
.
1. . .
,
- .... Z`_�_
1.11
F 4� R., C / . 11
I
I '.
1 .3 T�
i
�
. - -
, .:! .. - . -',*\ ',�!�,'
I I
-
. ..
, I .. I
. 1. .1 '_
w I... .". '�'
. . " ; ;.- ...' ` _�
"��'.'�'�'.� .1
.
., 1. .... . �: ` - ... - .. - ". ,-!�.':�' I
. � . . .. �. il'.;�' :.'��"� ,.
. �
. , �.� ..' , '�� , *
' ..;?�;' ,
...
�:-'��' ".�*' ", . �0 -"�-'-'.'�\.
1, .. .., '� `�' ��:..-:.:"..�-" I
11 . : .1 . .;�__ ��<,�.._-...
� ;.4k �.'..:�':'.� 1;' J, . . . "'
I , . I "
' .11�� x '
' ' "
. 11 I
.
. �-'4i_�"�_'_'-_<"�_ I � �' -'7 �'
i ... � I .. I I '��-'. .
. " " c ..V ha _ N�-��..�,�',�41,,,
, '4�;'!i'5'. '7"""'-"\ AT,^". ls� , , �
I I ... ..' ;�' . . . , . "�� 11 *R�'
1 1�4. ,.;x '�X:". �... ..' .q. . I
I � _' . %:__3�9",
, "�' , , .�'� " -;;-n - - .��,
. � - .' .7'� , '�' - - '&��'�"'�" �-"-:!�;"'.-. '
I . :. _!. --W�-�'�
� , . ��.'. .._", I.., -, .. . ..... � .. .
. : . , - - N . .,. . . -,:, -;. , `��'
. ::: � . 4. " ,
`�"�'.:''.' ". . -�'�� "i.;.�'; -!-"�t__�V-_,
� " , i - �'�'. -" - 1;.
: , '_'t�"r�'-'N. .1 ,A'-,. ,:.
. � .1 : ' 'k-".--'-'_'-'-' t�-.-�'-. .�;- ', "t, .. r- ..' ' - "� - "� '\'
'. �"'. .' , >
. .11 . -4 .' -;�',:�:'.'.L-.:;' �.
� ,"."". - .'.'�' , '.".. , .�".'.�
. I : q : : . '.. . - �'�;.
. I I I , . , . I ..... ..'.. .. . , . - �fj'4 �
. I .. .: . .;.': I.. .. ": m ......""'. .
. I . . . .. , .: . � . '_"w .. \'
I � I ' . '� 'z' .
' .
. . .
a . . 1. �.:. � , �!':x * ;. ,.: , ";., "'
I � I ., . ..... . . .. . ' .: . .
�� . , I . .' :'.;�.__'
. � .1 I . ... .. ..
' � : - . .
A8RX ktwE'.cN FRA I --- ..' " :111' ,.
PLAC� r 11-ILTER r , I 11, ...
� AND (opvM PLACE 7/6' WASPIED QRA�,/EL. . . - . .
1 . .
13-4 w-j4ps .41r,!j. A-Kit:049 mcil msw 1
. in rILTER VATTER. -
. U PAY IIE.V$Ell IN - CES (SEE KiAk C1.14)
. STRAW P9 ' ,1;E:xtAI,'4 CIRCUMISTAIN
UP11IN Arpwvm. rr CITY ENCTNEER CIP Hxs REPRESENTATIVE.
� I .
.
.
�
: THjS.APPLIrAT3P3q VALL fit MAXNIA!-'r-0 AT ALL TIMES VUPING . .
� . . I
.. j,,j3NTRUCjIUN PERIOD ' I
I . I
,
.
,
I . �
.
,
.
I
.
I
.
. I .
, ,
.. . . I I �. . .
I . � - " * ,. : .::
, I j �,*jj 1 -4� j;& L MOEN CnNTAL " - . � I . ..
,fir,N �PrGUTRFD VN AL .ROSIC.-t .INTRI). I . . . . 1. I . I...
k�A.tipZE:!; P.&OR-_ WURK CAN PEURIL_ . '. I. � : . . I : : 11 ,.. 1.
.
I
.
.
. P_�� ....................................... m .................. . . . ... i I .
.1 . �
�:.. I 1, . . I . I , .. - I
... 1. - .11 .... ..... I �. � � I - � ''.. .____.._.. 11 . __ .
1! ... % ...... - . ''... '....' �
'
' - ..
... .r - , I 1.
. - - . . . :�'-f=- , ,., .
. - � I - r--. - - _`E___- i�W
. � ' ., -, ff . " . . *___�-_,_-- -_'*b.s-,:::�,!
. . - ,. . .. .j �.. I p'.I'.
- "__ . .....�'!"'.. ".
, ,
.. -, . (�.�. I f : . .im.c �'
.
.. (.''. . .. . - - -
: i �e.. __ ... P ------ .
; �. 71�z'i�' ---,7----- :. STAN f3D_pF_TAiI_
� REKIA.31 .- . '_ . . DA . I. .
.....I. -I . . .... ...... . ......... ........................ a . .. I.. I .
I ; . . ..'':: ! � :::
�: n. ... , fwcwq�wxTmpFma1wm. � �
: �. I I I . _4 ... N;.�� _..
; , 7p�- .. .
11 . r , . .
. . .�4 .
� - 1.3
I \�] W, O� :� _.._.._..;.._ -- "� 7'Niol *' ,
.... 16'6�T.00 - .:.b:..:i:.'.7 �...: I-— . ''. � '. I.... - . ., . �. . � ''.
�...... .1 '..... I
I... . , . ,
. m
. .
. 1. ..
.
RESUB
AUG 25 2006 A Or" P L I G"' A N T C" " 0 P Y
BUAN
O%W^o MCV
stud lo-i n'c.
5339 Ballard Ave NW
Seattle, WA 98107
v 1 206 399 8577
f 1 206 784 9809
ui
U
z
LU
0
V)
ui
n,/
Lj"
r) Z�
I F_
0
W . 7=
V) m
LU c/)
LJL. Z:) <
z 3:
w
n > c/i
< 0
X Z
< %0
.'O:�i
00
= L0 W
��
9004 -
REGISTERED
ARCHITECT
HN CARTER OOLLEN
STATEOFWA HINGTO
PROJECT NUMBER 1
0502
PRINCIPAL ARCHITECT I JCW
.. I .... I ...
I—— .... I ........ 61RAWN BY .. j ... ........ � ....
..............................................................................
I .............. ..................... I ................. � ......................
........................................................
.................... 6HECKED BY I
...... I ..... ___ ... � ....... � ..... � ... ____ ... ... 1111
................................ "*;t'*
'*'**''*
,
I
�
4�"' ,
I , vp
1
. I
REVISIONS Al - I , 4 1p
�
1%, ,"I �"
................... ...... � .... ;e .............................
.. ....... .... 1".... '� ........................ ....... .... 11 .......
I
I
.
........ IV. .... ........................................... � ......
. .
I
" I
................ I '*.�11.1-11,11*11,111,111*11,111,111,1111*111*1'll"
"
..................... lue) ....................................................
. I..
............ � ........... � ....................................... I ......... � ...
..... � ........... _ .............. � ... I .....................................
....... I ...................... � ........................ � .................. � ... z
.P.5 ................................ ff�."�� ..............................
.
" .
. . ..
. .. .' 0
f_'_'_'___
PERMIT SET , I
�111111
.....
.... )
01,
1111�
DATE 1 24 AUGUST 06 "I',-,"
10119
EROSION AND Z
SEDIMENT 0
0
CONTROL PLAN ,,_,,,"',
LIL,
1','
SO,ALE' 118" --�,-V0" 0
'
"'
Al 02 *'
SCALE:1/8" =1'-O"
7-1-
STREET F!'
AREAS
PARCEL A 6,146 SQ.FT.
PARCEL B 11,880 SQ.FT.
TOTAL AREA: 18,026 SQ.FT.
I IL u WV Wv
�WATER 8' WATER UNE < 4t
8* WATER UNE 4C MH Wv
0 vs Law -!Q SSMH LEGEND
TOP 119.3
NV.8
6:E 112.1
WALNUT STREET INV. S llZ8 8* SANITARY SEWER SS MH SS MH — SANITARY SEWER MANHOLE
ST MH — STORM MANHOLE
SS CO — SANITARY SEWER CLEANOUT
I:r SlWM SEWER
r
C) CO 6" PVC — STORM CLEANOUT
20' 13V d'MH
Wpp GV FH — FIRE HYDRANT
GRAPHIC SCALE 1 19=209
0
WV — WATER VALVE
I FWA I um FURM tmmpl� Az _4z c; 6'
Smm
0 ?? 20 ? 40 ??? 60 WM — WATER METER
Z cm
!cB FL — FLOW LINE OR GUTTER LINE OF CURB
TOP 119.6 W 0 i
LEGEN D 3 INY.117.8 > .140 w co cq WPP — WOOD POWER POLE
0 SET 1/2- REBAR WITH CAP — LS 13731 < 30 TEL MH — TELEPHONE MANHOLE
30' Few.
BOV WATER BLOWOFF VALVE
PM POWER METER
BENCH MARK Qo
w GM — GAS METER
z
BASIS OF BEARINGS FOUND 2" IRON PIPE WITH TACK IN C — CEDAR TREE
CITY OF EDMONDS SHORT PLAT LEAD IN MON CASE ON 5TH AVENUE
SOUTH AND 140 FEET ± SOUTH OF
co
NO. S-36-85 RECORDED UNDER INTERSECTION OF WALNUT STREET 126.. 0
REC. NO. 8604160274 AND 5TH AVENUE SOUTH.
ELE. 79.23 FEET NAVD 88
LEGAL DESCRIPTIONS
F_ (n
VERTICAL DATUM — 1 lb
7 ... . ..... . .. ... 0� (n z
1411/ ... . . . . .......... 0
N
V)
NAVD 88 cn z PARCEL A
15' My
30 M M LOT 1, CITY OF EDMONDS SHORT PLAT S-36-85,
204
z 8 ox EXCEPT THE EAST 0.5 FEET THEREOF.
z
c 00 Z
o
CL
001 . f 2. ENTIRE PARCEL DESCRIBED AS FOLLOWS:
129 :0 wD po"
Po" .......... ... .......
BASIS OF BEARINGS 129 .1. 129.4
THE NORTH 82.50 FEET OF THE EAST 74.50 FEET OF 'ME WEST
'P*
825.02 MEASURE
640vc On 734.50 FEET OF SEC11ON 25, TOWNSHIP 27 NORTH, RANGE 5 EAST,
W.M., IN SNOHOMISH COUNTY, WASHINGTON.
N89033'43"E
................
15.00
ETE
59136 74:50 0.59 75.50
A
...........
.0 SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
NORTH LINE —NW1/4 .00 -.9
...6 el
'TION 25-27-3
SEC SHO
DRIVEWAY
0-1
CB
TOP 135.22 0
FOUND 2" IRON PIPE CONCRETE
NTH TACK IN I FAD
INV.8"N&E 132.0
Lo
WAIX INVXS 132.3 PARCEL B
IN MON CASE
0
NW SECTION CORNER c�
8
DRI' AY
ol
4L
00
CD
SECTION 25-27-3 ALL THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST
r4 . BRICK SIDING TION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.,
PARCEL QUARTER OF SEC
—2-04 &
\4SITED 8 DESCRIBED AS FOLLOWS:
C 7.1'
LrY.
z
Ld
129:..:3 q
A
Z
:3 C14
< 0
5 z 00
........ . ... .......
i 3 0
V) z THENCE EAST 120 FEET; THENCE NORTH 99 FEET TO THE POINT OF
H 0 U s T, BEGINNING. SITUATE IN SNOHOMISH COUNTY, STATE OF WASHINGTON.
0 BEGINNING 660 FEET EAST OF THE NORTHWEST CORNER OF SAID
w
b
QD�
< Lo
SUBDIVISION; THENCE WEST 120 FEET; THENCE SOUTH 99 FEET,
Ld g�
0 2
E ol
NOTES
EASEMENTS, IF EXISTING, ARE NOT SHOWN ON THIS SURVEY.
IT IS RECOMMENDED A SHORT PLAT CERTIFICATE BE ORDERED;
THE LEGAL DESCRIP11ON BEING THE LEGAL DESCRIPTION FOR
PARCELS A AND B, SO ANY EASEMENTS CAN BE IDENTIFIED AND
SHOWN ON THE SURVEY. THE CITY OF EDMONDS WILL REQUIRE
A SHORT PLAT CERTIFICATE WHEN SUBMITTING THE SHORT PLAT.
WORK PERFORMED IN CONJUNCTION NTH THIS SURVEY UTILIZED
THE FOLLOWING EQUIPMENT AND PROCEDURES.
A. NIKON TOTAL STATION MAINTAINED TO
SPECIFICATIONS PER WAC-332-130-100.
B. FIELD TRAVERSE EXCEEDING REQUIREMENTS
OF WAC-332-130-090.
WV
4'
`io 7 WATER E 3. U11LITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE.
.7
LT 7
Pom ac oi� ONLY THOSE UTILITIES NTH EVIDENCE OF THEIR INSTALLATION
V
P W/ REC. NO. E604160274 15' VISIBLE AT THE GROUND SURFACE ARE SHOWN HEREON. UNDER—
UTE z
121 17...�, ASPHAL I T . DRIVEWAY \ :.: TIES SHOWN HEREON MAY HAVE BEEN TAKEN FROM
\--2" GAS UNE ... ... .... V) 0 GROUND U71LI
F3 r
.123... 1 < THE PUBLIC RECORDS AND ARE APPROXIMATE ONLY. HARSTAD
cn 0 CONSULTANTS ASSUMES NO RESPONSIBILITY FOR THE ACCURACY
< _q
HOLLY DRIVE (n ire 10L
m<w OF PUBLIC RECORDS.
cq:c 0 Q
0 0:5 4. IT IS UNKNOWN IF THE SANITARY SEWER IS 6 OR 8 INCH
.Zzv)=)
Z5 0. 0 DIAMETER LINE.
:3 km �:�
23:gc;o
R [F.3, U 0
Au,� P 5 2006
BULCING Iff M 4r
Cn_y OV: 4&CZ
NW1/4 NW1/4 SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.
ov�76
5�11�
FILE
AREAS
1 f) = 20'
LEGEND
- SET 1/2" REBAR NTH CAP - LS 1,37,31
BASIS OF BEARINGS
CITY OF EDMONDS SHORT PLAT
NO. S-36-85 RECORDED UNDER
REC. NO. 8604160274
VERTICAL DATUM
NAVD 88
NORTH LINE NW1/4
SECTION 25-27-3
—FOUND 2" IRON PIPE
NTH TACK IN LEAD
IN MON CASE
NW SECTION CORNER
SECTION 25-27-3
\ASITED 8-2-04
NA
Lli
i Lo
IT-1
540.00
LO
C4
PARCEL A 6,146 SQ.FT.
PARCEL B 11 880 SQ.FT.
TOTAL AREA: 18,026 SQ.FT.
11 M
ir UNE I — T.0 WATER UNE w _w
tv w -!V LEGEND
illiso
SS MH - SANITARY SEWER MANHOLE
WALNUT STREET 8" SANITARY SEWER
V ST MH - STORM MANHOLE
lw 12:.STM Ss SS CO - SANITARY SEWER CLEANOUT
bi 0 CO 6" PVC - STORM CLEANOUT
0 p
FH - FIRE HYDRANT
mi /
oi WV - WATER VALVE
ni Li
V_
WM - WATER METER
z FL - FLOW LINE OR GUTTER LINE OF CURB
Lli WPP - WOOD POWER POLE
>
<
30v 30 TEL MH - TELEPHONE MANHOLE
BOV WATER BLOWOFF VALVE
BENCH MARK PM POWER METER
FOUND 2" IRON PIPE WITH TACK IN GM GAS METER
oJ
LEAD IN MON CASE ON 5TH AVENUE C - CEDAR TREE
SOUTH AND 140 FEET ± SOUTH OF
INTERSECTION OF WALNUT STREET
AND 5TH AVENUE SOUTH.
ELE. 79.23 FEET NAVD 88
LEGAL DESCRIPTIONS
U)
F_
.......... .
.......... Ln
............. V__ Lo 06
-4- 19 cn 2 PARCEL A
15, oz
<
30, 30 W-!e
LOT 1, CITY OF EDMONDS SHORT PLAT S-36-85,
z
EXCEPT THE EAST 0.5 FEET THEREOF.
zo
:3 Z
ENTIRE PARCEL DESCRIBED AS FOLLOWS:
BASIS OF BEARINGS .. . .... ...... .
THE NORTH 82.50 FEET OF THE EAST 74.50 FEET OF THE WEST
825.02 MEASURE
734.50 FEET OF SEC11ON 25, TOWNSHIP 27 NORTH, RANGE 5 EAST,
N89*33'43"E k,7), -
N77 W.M., IN SNOHOMISH COUNTY, WASHINGTON.
f 7 74j50 T5.00
-R-qu - CONCRETE 0.5' 75.50
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
SHED
\D7RlVLVWAY
0
v
CONCRETE 0 0
Lo
PARCELB
c�
. . ......... .
WALK
Em ... 00
i&""S"1'D'iN"'G .........
ALL THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST
P' RCEL
QUARTER OF SECTION 25, TOWNSHIP 27 NORTH. RANGE 3 EAST, W.M.,
7 V
c/i DESCRIBED AS FOLLOWS:
7 w
IH A
0
00 Al 13EGINNING 660 FEET EAST OF THE NORTHWEST CORNER OF SAID
f
14
....... ow Z Lo
0 Lii I , '$' 1 2 SUBDIVISION; THENCE WEST 120 FEET; THENCE SOUTH 99 FEET;
w
k, q-1
r
op
L
J
c� D
I-- U) LLj THENCE EAST 120 FEET; THENCE NORTH 99 FEET TO THE POINT OF
Z Z
7 00
U) D
H 0 U S E BEGINNING. SITUATE IN SNOHOMISH COUNTY, STATE OF WASHINGTON.
5.3'
0 z Ld
0
0
L 0 >
OT `3
I � L, 0 T 2
0
1% V*001 MCK'� 0) <
�tg N OTES
4" Rm MOOR SIDING
I to
140 ........... . ........ . ...... 0
&
0
1. EASEMENTS, IF EXISTING. ARE NOT SHOWN ON THIS SURVEY.
SECOND
In
0
:jjf" �Fli
N ?� I D )
1.2! IT IS RECOMMENDED A SHORT PLAT CERTIFICATE BE ORDERED;
THE LEGAL DESCRIPTION BEING THE LEGAL DESCRIPTION FOR
c Z
PARCELS A AND B, SO ANY EASEMENTS CAN BE IDENTIFIED AND
WOOR FEN�E 74.50 75.50 SHOWN ON THE SURVEY. THE CITY OF EDMONDS WILL REQUIRE
% A SHORT PLAT CERTIFICATE WHEN SUBMIT71NG THE SHORT PLAT.
75-00 75.00
N 89' 33' 43" E 2. WORK PERFORMED IN CONJUNCTION NTH THIS SURVEY UTILIZED
THE FOLLOWING EQUIPMENT AND PROCEDURES.
A. NIKON TOTAL STA71ON MAINTAINED TO
N
_"in.00 SPECIFICATIONS PER WAC-332-130-100.
------------- 3
CITY OF EDMONDS 4
-T �% :� I
N '-\�\8 9 3 3 3 It B. FIELD TRAVERSE EXCEEDING REQUIREMENTS
OF WAC-332-130-090.
C0NC`kF_TE DRI'VEWAY —36-85
W-r —SMI&Y SEWER (SEE N SHORT PLAT NO. S
w
ail
4-
WATER 3. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE.
ASPHALT I C'4'%
ovemw I!m ac ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION
T! REC. NO. E 604160274 15'
ASPHALT MVEWAY z VISIBLE AT THE GROUND SURFACE ARE SHOWN HEREON. UNDER-
\_2' GAS UNE GROUND UTILITIES SHOWN HEREON MAY HAVE BEEN TAKEN FROM
THE PUBLIC RECORDS AND ARE APPROXIMATE ONLY. HARSTAD
PRY U-8 CONSULTANTS ASSUMES NO RESPONSIBILITY FOR THE ACCURACY
HOLLY DRIVE <m 0-i
a, < La OF PUBLIC RECORDS.
Z� _5 4. IT IS UNKNOWN IF THE SANITARY SEWER IS 6 OR 8 INCH
omo =
z DIAMETER LINE.
W8 Nzz 0 0
77'r-, r" 117' f ET, R-1
CIT V 4"OPY
PERMU COUN-f E-R
NW11/4 NW1/4 SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.
5b q
�;Frp-
�Sapwt�'l
6
1!7�
PERMiT COUNTER