HomeMy WebLinkAboutBLD2004-00239 BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98;368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD04-00239
SITE ADDRESS: 502 BEACH DR Received Date 04/12/2004
QUILCENE, 98376 Issue Date 05/3/2004
APPLICANT: ERIC J MOINES
SUSAN E WARWICH PHONE: (206)325-8727
206 EUCLID AVE
SEATTLE WA 98122-6528
SUBDIVISION:
PARCEL NUMBER: 701344028 Block: Lot: T21
Section: 34 Township: 27 N Range: 01 W
CONTRACTOR: OWNER/BUILDER
PHONE: 91i
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PROJECT DESCRIPTION: NEW SFR
REQUIRED INSPECTIONS:
[ ] SETBACKS:
[ ] UFFER:
JD o$
[ ] Footing: bk ? „g oh
[ ] Foundation '12
[ ] Stormwater FINAL Approval:
[ ] Underground Plumbing: 0 -.o
[ ] Underground Insulation:�./ 6 z, J �.. �
[ ] Shear Wall • ft
[ ] Framing: 2
f 1 Plumbing: Off j �,ps A'r hue- Ol
[ ] Propane Tank/Lines: ak it `. : �p91-GIGa��S
- F_Jrr 4 if*64440°45)
[ ] Insulation: _Jr.:
- r �. -
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f 1 Sheetrock:
[ ] Septic Sytem Fin Approval: _
f 1 Road Approach Final Approval:
[ ] Zoning Final Approval:
f 1 Final/Occupancy Approval: r
HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION
THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED
BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS.
Office Hours 9:00 a.m. -4:30 p.m.
HOT LINE AVAILABLE 24 HOURS A DAY
SPECIAL CONDITIONS APPLY-SEE REVERSE
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MLA04-00201
UILDING PERMIT APPLICN ReviewType: l
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD04-00239 Received Date: 4/12/2004
SITE ADDRESS: 502 BEACH DR
QUILCENE, 98376
OWNER: ERIC J FROINES PHONE: (206) 325-8727
SUSAN E WARWICH
206 EUCLID AVE
SEATTLE WA 98122-6528
SUBDIVISION: Block: Lot: T21
PARCEL NUMBER: 701344028 Section: 34 Township: 27 N Range: 01 W
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: GREG BJARKO PHONE: (206) 545-1443 X201
1050 N 34TH ST
SEATTLE WA 98103
PROJECT DESCRIPTIOr NEW SFR
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 1,031
VALUATION 250,000.00 ADD'L: 790 HEAT TYPE: PRO
CODE EDITION: 1997 HEAT BASE: HEAT TYPE:
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: 5N GARAGE: SHORELINE:
CONST TYPE: DECK: 250 SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: CON
WATER SYSTEM: PUBLIC PARCEL TAGS: YES NO
BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA
Exist: Exist: Wetland Erosion
Prop: 2 Prop: 2 Seismic Streams
Total: 2 Total: 2 Flood Way Floodplain
Routing Date: at / F&W Landslide
I3 D Y Shoreline Aquifer
Forest: Commercial Rural
Type Amount Paid Bv: Date: Receipt:
Permit $1,833.75 KAS 04/12/04 64213 �
Plan Check $1,191.94 KAS 04/12/04 64213 MAY 0 3 2004
State Building Code $4.50 KAS 04/12/04 64213
Potable Water Application $52.00 KAS 04/12/04 64213 Jefferson County Planninn
& Building Department
Total: $3,082.19
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Project Description:
BuildinSingle T e: Pro' Type: Fra e T pe:
New'v
,�.� Wood
arage AtFamilytached/Detached Addition Stee
Modular Alteration/Remodel Concrete
Commercial Repair Masonry
Multi-family/# of Units Demolition Other:
Industrial
Other:
Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat:
Choose one:
Existing: 0 Existing: a Sewer Community System Electricity Oil
Proposed: ; Proposed: Z. (Individual System Woodstove One
Z
Total: Total: Z- If`not sewer,fill out the following: Heat Pump
Conventional Alternative Other
Permit# SEP .5-- ?3
Water Supply:
Private well Two Party Well ublic:" ame of water system: 11,/3G+$ C ✓&
Square Footage: p For Office Use Only
Main Floor / 9 3 / .Sy i.• go? clo 53 Consistency Review E,
2ND Floor ' ill .5sp S7 990." Base fee /6 a 33 • 7s
3rd Floor / `f 3 ',/'. g J 7, 0? Plan Check fee // l/' 9y
Htd Basement 4/1 State Surcharge fee l S0
Unhtd Basement 44 Subtotal _?o`1 Q',/ /
Garage/Carport .kit- Pot Water Review fee . C.V3
Decks( pelt/ �i 1 S., 5g /o�,� 11/Rd Approach fee #1
Commercial .474
G� 0 $ TOT AL
Industrial" 10 1 Receipt# d/3
Other Af Cash/Check# ` 7
Total Valuation: Initials
Or Date I y/ Z� /D�
Estimated ost: ��CO,,, a�j(,J r <
If within 'of the Shore ' ,
Distance to Bank or Ordinary High Water Mark ft.Bank Height ft.
By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any
omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void.
I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue
against Jefferson County as a result of or in consequence of the granting of this permit.
I further agee to provide access and right of entry to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections.
Access and right of entry to the applicant's property or structure shall be requested and shall occur during regular business hours.
Signature: P1414 • -11-2 r Date L%7r
OVER ►
H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01
SPECIAL CONDITIONS FOR CASE # BLD04-00239
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on 4/13/04 for the potential presence of Environmentally Sensitive
Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an
initial Geographic Information Systems mapping review and an investigative site
inspection, the following ESAs were confirmed to be present on the subject property: Type
1 (conservancy)&Type 5 streams, seismic hazard, high landslide hazards &adjacent to
recent landslide areas, aquifer recharge (susceptible), coastal SIPZ, and stormwater.
2.) A Geotechnical Report prepared by the Stratum Group dated October 27, 2003 was
submitted in conjunction with the application to address the landslide hazards on the
property. On April 28, 2004 an update to the Geotechnical Report (by the same licensed
geologist)was submitted that indicated that a 150 foot setback for the residence would be
adequate from the shoreline bluff to the west. The residence would be located 185 feet
from the western shoreline bluff.
3.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological
formations that allow percolation of the surface water into the soils and the underlying
zone of saturation. Aquifers are geologic formations that contain sufficient saturated
permeable material to yield significant quantities of water to wells and springs. Aquifers
serve as the source of drinking water within most of the rural portions of Jefferson County.
4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions
that promote rapid infiltration of recharge waters to groundwater aquifers.
5.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special
Aquifer Recharge Protection Areas and the following land uses located within Susceptible
Aquifer Recharge Areas (1)All Industrial Land Uses (2)All Commercial Uses (3)All Rural
Residential Land Uses requiring a Discretionary Use or Conditional Use Permit(4)All
Rural Residential Land Uses with nonconforming uses that would otherwise require a
Discretionary Use or Conditional Use Permit (5) Unsewered Planned Rural Residential
Developments (6) Unsewered residential development with gross densities greater than
one unit per acre. All of the above listed uses shall be subject to the applicable
requirements and standards of the Jefferson County Unified Development Code.
6.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type,
geologic material, and groundwater that may combine to create problems with slope
stability, erosion, and water quality during and after construction or during natural events
such as earthquakes or severe rainstorms.
7.) A Type 5 Stream (Fish and Wildlife Habitat Area) has been identified on the subject
property. The stream will require a setback of 50-feet. The setback shall be measured
horizontally from edge of the stream. Fish and Wildlife Habitat Areas shall also have
Buffers and Building Setbacks established.
8.) The property is located within 200 feet of a Type 1 shoreline(conservancy). Although the
proposed development is located away from the shoreline area, any new development
located on the western portion of the lot would have to meet the requirements of the
Jefferson County Shoreline Management Master Program (JCSMMP). Setbacks shall be
30 feet or 1 foot (horizontal)for each foot of bank height, whichever is greater. The
setback shall be measured from the bank's edge when the bank's height exceeds 10 feet
(See page 73 of the JCSMMP)from the shoreline.
9.) Marine shorelines and islands are susceptible to a condition that is known as seawater
intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in
an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater
suitable for public consumption without significant additional treatment and cost.
Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of
the rate of aquifer recharge (primarily through rainfall) and the rate of groundwater
withdrawals (primarily through wells). The Washington Department of Ecology is the
agency with statutory authority to regulate groundwater withdrawal for individual wells in
Jefferson County. New development, redevelopment, and land use activities on islands
and in close proximity to marine shorelines in particular should be developed in such a
manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to
the maximum extent possible by infiltrating stormwater runoff so that it recharges the
aquifer.
10.) Stream buffers are areas tha shall be maintained in their natural conditid , however,
minor pruning or alteration of vegetation may be permitted as long as the function and
character of the buffer are not diminished.
11.) Among the native conifer species which may be used in buffers or for re-vegetation
include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitchensis),
Shore Pine (Pinus Contorta), Douglas Fir(Pseudotsuga Menziesii), Western Red Cedar
(Thuja Plicata), and Western Hemlock (Tsuga Heterophylla).
Among native tree species which may be used includes: Vine Maple (Acer Circinatum),
Big-Leaf Maple (Acer Macrophyllum), Red Alder(Alnus Rubra), Pacific Madrone (Arbutus
Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa),
Bitter Cherry(Prunus Emarginata), Oregon White Oak (Quercus Garryana), Cascara
(Rhamnus Purshiana), Pacific Willow(Saliz Lasiandra), and Scouler's Willow(Saliz
Scouleriana).
Among the native shrub species which may be used are: Sevice-Berry(Amalanchier
Alnifolia), Red Osier Dogwood (Cornus Stolonifera)Salal (Gaultheria Shallon), Ocean
Spray(Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebark
(Physocarpus Capitus), Red Flowering Currant(Ribes Sanguineum), Wild Rose (Rosa
Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix ssp.), Red Elderberry
(Sambucus Racemosa), Snowberry(Symphoricarpos Albus), Evergreen Huckleberry
(Vaccinium Ovatum), Red Huckleberry(Vaccinium Parvifolium).
12.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone)according
to the County GIS map. There are voluntary and mandatory measures identified in the
Jefferson County Seawater Intrusion Policy(Resolution 44-22, effective September 23,
2002)that apply to well drilling proposals and building permit applications on existing lots
of record.
A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine
shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources
within 1000 feet.
13.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ:
Water conservation measures:
1. Roof and other intercepted precipitation shall be routed to on-site detention ponds
and/or other approved means and allowed to be released to the soil slowly.
2. Water collected from Storm water and roof catchments may be used for watering
lawns and gardens. Unless catchment water has been treated to meet drinking water
standards, there shall be no cross connections allowed between the potable supply and
impounded water.
3. Water withdrawn from wells on each property shall not be used for watering of lawns
and/or gardens.
4. Ground water withdrawn from each property shall be restricted to a rate of three (3)
gallons per minute.
5. Installation of water conserving fixtures such as low flow toilets, faucets and shower
restrictors and other water saving plumbing fixtures.
6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation).
Please NOTE that the above listed measures are not intended to be exhaustive, but rather
is intended to be illustrative of the types of water conservation measures.
14.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ:
1. Installation of a flow meter.
2. On-going well monitoring for chloride concentration.
3. Submittal of monitoring data to County.
15.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the
Landslide Hazard Area, which are located north and west of the proposed residence. All
buffers shall be measured perpendicularly from the top of the Landslide Hazard Area.
16.) A Geotechnical Report from'. a Stratum Group dated October 27, 2003 as submitted in
conjunction with this application. On April 28, 2004 an update to the Geotechnical Report
was submitted by the same licensed geologist with a engineered stamp map that indicated
that a 150 foot setback for the residence would be adequate.from the shoreline bluff to the
west. The proposed residence would be located 185 feet from the shoreline bluff to the
west. The report addressed the stability of the geologic hazard area. The proposed
structure is also located 15 feet from the steep sloped area to the north as recommended
by the geotechnical report. Setbacks shall be measured perpendicularly from the top or
toe of the geologic hazard to the proposed residence.
17.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated.
Should buffer disturbance occur during construction, the Unified Development Code
(UDC)Administrator shall require replanting with native vegetation. No alterations shall be
made to the Landslide Hazard Area or its associated buffer without prior authorization by
the UDC Administrator.
18.) Prior to and during approved construction activities, the perimeter of the landslide hazard
area buffer shall be marked with a temporary sign. The sign shall be placed in such a
manner that it can be directly observed from the construction area. The sign shall contain
the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter
Existing Vegetation."
19.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water
quality degradation. The submitted proposal does not require additional aquifer
protection measures. However, during construction the project shall follow the Best
Management Practices (BMPs) and facility design standards as identified and defined in
the Stormwater Management Manual for the Puget Sound Basin.
20.) All construction activities shall not encroach upon the landslide hazard buffer. This
includes the storage or preparation of materials.
21.) The applicant shall permanently separate the boundary of the Landslide Hazard Area
Buffer from the remainder of the subject property through installing logs, trees, a hedge
row, or any other prominent physical marking approved by the UDC Administrator.
22.) To help prevent seawater from intruding landward into underground aquifers, all new
development activity on Marrowstone Island, Indian Island and within 1/4 mile of any
marine shoreline shall be required to infiltrate all stormwater runoff onsite.
23.) The identified Fish and Wildlife Habitat Area (Type 5 Stream), shall maintain a vegetative
buffer setback of 50-feet. The setback shall be measured horizontally from the edge of
the stream to the proposed single family residence.
24.) An additional setback of five (5)feet is required from the edge of the buffer area to the
proposed single family residence.
25.) The proposed single family residence is located approximately 400 feet from the Type 1
stream located to the west and 287 feet from the Type 5 stream located to the southwest.
Therefore, no marking of the stream buffers are required.
26.) This parcel is designated Rural Residential 1 dwelling per 5 acres by the Jefferson County
Comprehensive Plan that was adopted on August 28, 1998.
27.) The applicant is proposing to create or add 2,207 square feet of impervious surface and
2,600 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson
County Unified Development Code requires that your proposal submit a Stormwater Plan
for a Medium Project.
28.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater,
erosion and sediment during construction. BMPs shall address permanent measures to
stabilize soil exposed during construction, and in the design and operation of stormwater
and drainage control systems.
29.) A Stormwater Plan for a Medium Project has been submitted and approved by the
Department of Community Development. Once the subject permit has been issued the
applicant shall fully implement the provisions of the submitted plan and contact the
Jefferson County Department of Community Development to arrange a schedule to
inspect the property for plan compliance. A Certificate of Occupancy will not be issued
until the Department verifies plan compliance. No clearing for roadways or utilities shall
occur on the project site until clearing necessary for the installation of temporary
sedimentation and erosion control measures have been completed.
30.) Jefferson County determined that this proposal is categorically exempt from review under
the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i).
31.) The front setback from BeeDrive (private road) is 20 feet from the edof the
right-of-way(east). There is a 15 foot setback from the top of slope located along the
northern portion of the property. There is a 5 foot side setback to the southern property
line, except for area adjacent to Beach Drive where there is a 20 foot setback from edge
of the right-of-way. The rear setback (west) is approximately 150 feet to the top of the
steep slope.
Setbacks of all new proposed development in western portion of the site would be set
through JC Shoreline Management Master Plan &geologically hazardous areas (landslide
hazard zone), which is Section 3.6.7 of the Unified Development Code.
32.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
33.) The building height is not to exceed 35 feet.
34.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
35.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less
than one-half acre unless totally screened from view of neighboring dwellings and
rights-of-way. Such screening shall meet all applicable performance and development
standards specific to the district in which the storage is kept, and shall be in keeping with
the character of the area. Screening shall meet the requirements of Unified Development
Code (UDC) Section 6. Outdoor storage of thirteen (13)or more unlicensed or inoperable
vehicles is prohibited except in those districts where specified as an automobile wrecking
yard or junk (or salvage)yard and allowed as a Permitted Use in Table 3-1 of the UDC,
and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any
such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area
(ESA).
36.) The following is a summary of the recommendation from the geotechnical report
completed by the Stratum Group dated October 27, 2003 &the updated Geotechnical
Report dated April 28, 2004 by the same licensed geologist.
1. There shall be a 150 foot setback from the top of the shoreline bluff located on the
western portion of the property.
2. There shall be a 15 foot setback from the top of the slope located along the northern
portion of the property.
3. Any shoreline protection requires approval from Jefferson County Department of
Community Development.
4. Roof drains and any other drainage (for the anticipated home site)should be
discharged into rigid perforated dispersion pipe. The dispersion pipe should be placed in
a level infiltration trench excavated perpendicular to the slope on the south side of the
ridge.
5. Site grading, soils, landscape debris, or any other materials should not be placed over
the bluff, at the top of the bluff(or in the 30 foot vegetated buffer)of the steep bluff located
at the western portion of the property or the top of slope located along the northern portion
of the property.
6. Native vegetation should be disturbed as little as possible. No trails or grading within 30
feet of the bluff face.
7. Septic drainfield is located on the south side of the ridge east of the anticipated home
site. This drainfield location should not cause slope instability for slopes on or adjacent to
the subject property.
37.) Seismic hazard is not a concern because only a small area along the western edge of the
property adjacent to the shoreline has been designated seismic hazard. The proposed
unheated storage building is located 560 feet from the shoreline area.
38.) A hold harmless indemnification covenant was recorded with the Jefferson County Auditor
(Auditor File Number 478643)on December 2, 2003. This covenant releases Jefferson
County from liabililty related to landslide hazards for the subject parcel and addressed the
proposed single family residence.
39.) The site plan as submitted with the building permit application (BLD 04-00239)on April 12,
2004 has been reviewed for consistency under the UDC, and has been approved by
Jefferson County Department of Community Development. Any modifications, changes,
and/or additions to the stamped, approved site plan dated April 30, 2004 shall be
resubmitted for review and approval by Jefferson County Department of Community
Development.
40.) This approval is for a singlemily residence only. Any future permits oils site are
subject to review for consistency with applicable codes and ordinances and does not
preclude review and conditions which may be placed on future permits.
I:\F_BLD_Permit_Buildng.rpt 10/29/19
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