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LEGAL DESCRIPTION
PARCEL A
THE SOUTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST
QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY,
WASHINGTON;
EXCEPT THAT PORT}ON THEREOF LYING WITHIN THE RIGHT OF WAY OF 148TH AVENUE SOUTHEAST.
PARCEL 8
THE NORTH 132 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE
SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING
COUNTY, WASHINGTON;
EXCEPT THE EAST 330.09 FEET;
,PARCEL C
THE NORTH 132 FEET OF THE WEST 110 FEET OF THE EAST 330 FEET OF THE SOUTH HALF OF THE NORTH
HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE
5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON;
EXCEPT THE SOUTH 102 FEET THEREOF.
PARCEL 0
THE SOUTH 102 FEET OF THE NORTH 132 FEET OF THE WEST 110 FEET OF THE EAST 330 FEET OF THE
SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10,
TOWNSHIP 23` NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY WASHINGTON.
PARCEL E
THE NORTH 132 FEET OF THE WEST 95 FEET OF THE EAST 220 FEET OF THE SOUTH HALF OF THE NORTH
HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE
5EAST, W.M., IN KING COUNTY, WASHINGTON;
PARCEL F
THE NORTH 132 FEET OF THE EAST 125 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST
QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING
COUNTY, WASHINGTON;
EXCEPT ANY PORTION THEREOF LYING WITHIN 148TH AVENUE SOUTHEAST.
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TECHNICAL MEMORANDUM
October 31, 2011 DRAFT
Wetland Science
Wildlife Ecology
Landscape Architecture
To: Ms. Paula Judson, Rick Bumstead Construction, LLC
From: Joel Merriman, Raedeke Associates, Inc.
RE: Delaney Park — Buffer Restoration First -Year Monitoring
(R.A.I_ No. 2006-038-007)
This memorandum provides the results of first-year monitoring of buffer restoration at
Delaney Park. The restoration was required by the City of Renton in order to restore
wetland buffer areas disturbed for the installation of a sewer line. In response, Raedeke
Associates, Inc. (2010) prepared buffer restoration plans, which were reviewed and
approved by the City of Renton on June 1, 2010. We conducted first-year monitoring of
the site on September 27, 2011.
METHODS
During first-year monitoring, we tallied plants that died during the first growing season,
collected survival and cover data within sample plots that were established during
compliance monitoring (Figure 1; Raedeke Associates, Inc. 2011), and noted the presence
of invasive plants throughout the planting area. We also took photos at four photographic
reference points that were established during compliance monitoring to document plant
community development and site conditions (Photos 1 through 4).
RESULTS
Overall, plant survival was high, plant health was good, and there was little cover by
invasives. Some plantings were struggling somewhat and/or appeared drought -stressed,
but some dwarf rose and common snowberry had fruits, and there were seed heads on
oceanspray plantings. We observed very little evidence of deer browsing, with redflower
currant the species most commonly affected. Throughout the site, volunteer plants were
becoming established, including red alder and creeping buttercup, which are likely to
provide substantial cover in the future.
The average plant survival within the two sample plots was 81 % (Table 1). The average
cover by woody species was 12.5%, cover by herbaceous plants was 37.5%, invasive
species cover 1%, and average total cover was 47.5%.
9510 Stone Avenue N. Seattle, WA 98103 205-525-8122 www.raedeke.coni
0 0
Ms. Paula Judson
October 31, 2011 DRAFT
Page 2
We noted the presence of invasive species on the site, including reed canarygrass
(Phalaris arundinacea), Himalayan blackberry (Rubus armeniacus), cutleaf blackberry
(Rubus laciniatus), field bindweed (Convolvulus arvensis), and tansy ragwort (Senecio
jacobaea). While on-site, we removed most individuals of these species, though small
single patches of Himalayan blackberry and reed canarygrass remain. Overall invasive
cover totals less than 1% within the mitigation area.
We documented standing water to a depth of 1 inch within the lower portions of the
eastern portion of the planting area, just east of the silt fence (Figure 1). Plant mortality
was higher within this area than elsewhere, probably as a result of these wet conditions.
For that reason, we have recommended moist -soil tolerant species to replace those that
died during the 2011 growing season in our plant replacements (Table 1).
CONCLUSIONS
Currently, the site is not meeting first-year performance standards for survival (100%),
but is meeting standards for percent cover by invasives (no more than 10%). However,
the site will meet all first-year performance standards upon implementation of our
maintenance recommendations (below). Overall, the site is doing well, and barring
unforeseen circumstances is on track to meet long-term performance standards.
MAINTENANCE RECOMMENDATIONS
Install the plants listed in the "Number to Replace" column of Table 1. Plants should be
installed in the fall, before the first frost, to take advantage of seasonal rains. Cluster rose
plants should be installed in the wet area in the eastern portion of the site (Figure 1), and
oceanspray should be installed in the remaining portions of the site. Following
installation, mulch rings should be refreshed for these plants. We marked dead plantings
with blue -and -white flagging tape.
UmITATIONS
We have prepared this report for the exclusive use of Rick Burnstead Construction, LLC
and their consultants. No other person or agency may rely upon the infor a6on,
analysis, or conclusions contained herein without permission from Rick Bumstead
Construction, LLC_
The determination of ecological system classifications, functions, values, and boundaries
is an inexact science, and different individuals and agencies may reach different
conclusions. With regard to wetlands, the final determination of their boundaries for
regulatory purposes is the responsibility of the various agencies that regulate
development activities in wetlands. We cannot guarantee the outcome of such agency
determinations. Therefore, the conclusions of this report should be reviewed by the
appropriate regulatory agencies prior to any detailed site planning or construction
activities.
Ms. Paula Judson
October 31, 2011 DRAFT
Page 3
We warrant that the work performed conforms to standards generally accepted in our
field, and has been prepared substantially in accordance with then -current technical
guidelines and criteria. The conclusions of this report represent the results of our analysis
of the information provided by the project proponent and their consultants, together with
information gathered in the course of the study. No other warranty, expressed or implied,
is made.
If you have any questions or comments, or wish to discuss this issue further, please
contact us at (206) 525-5122.
LITERATURE CITED
Raedeke Associates, Inc. 2010. Delaney Park — Buffer Restoration Plan. May 17, 2010
plan sheets submitted to Rick Burnstead Construction, LLC.
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TECHNICAL MEMORANDUM
October 10, 2012
Wetland Science
Wildlife Ecology
Landscape Architecture
To: Ms. Paula Judson, Rick Burnstead Construction, LLC
From: Anne Cline, Racdeke Associates, Inc.
RE: Delaney Park Buffer Restoration Second -Year
Monitoring(R.A.I. No. 2006-038-008)
This memorandum provides the results of second -year monitoring of buffer restoration at
Delaney Park. The restoration was required by the City of Renton in order to restore
wetland buffer areas disturbed for the installation of a sewer line. In response, Raedeke
Associates, Inc. (20 10) prepared buffer restoration plans, which were reviewed and.
approved by the City of Renton on June 1, 2010. We conducted second -year monitoring
of the site on September 18, 2012.
METHODS
During second -year monitoring, we collected survival and cover data within sample plots
that were established during compliance monitoring (Figure 1; Raedeke Associates, Inc.
2011), and noted the presence of invasive plants throughout the planting area. We also
took photos at four photographic reference points that were established during
compliance monitoring to document plant community development and site conditions
(Photos 1 through 4).
RESULTS
Overall, the site is functioning as intended. The installed plants are establishing in the
buffer and alder trees are volunteering and providing shade to the installed plants. There
was little cover by invasives. Due to the dry summer we have experienced, some plants
are drought -stressed and losing their leaves early. Small patches of reed canarygrass
(Phalaris arundinacea), and Himalayan blackberry (Rebus armeniacus) are present on
the site, but not dominant. An informal trail has become established through the
mitigation site, which is common in open space areas of residential development sites.
At this time, the trail is not causing a significant amount of impact to the mitigation site -
95 10
ite_
9510 Stone Avenue N.
Seattle, WA 981 os 206-525-8120— w-ww.raedeke.com
Lo w-051�
Ms. Paula Judson
October 10, 2012
Page 2
The average plant survival within the two sample plots was 79% (Table 1). The average
cover by woody species was 25%, cover by herbaceous plants was 60%, invasive species
cover 2.5%, and average total cover was 55%.
CONCLUSIONS
Currently, the site is not meeting second -year performance standards for survival (85%),
but is meeting standards for percent cover by invasives (no more than 10%). Overall, the
site is doing well, and installation of the plant replacements recommended below will
keep the site on track to meet long-term performance standards.
MAINTENANCE RECOMMENDATIONS
Install the plants listed in the `Number to Replace" column of Table 1. Plants should be
installed in the fall, before the first frost, to take advantage of seasonal rains. Three
dwarf rose plants should be installed in available spaces in the Sample Plot 1 area, and
two should be installed in the Sample Plot 2 area (Figure 1). Dead plants were flagged
with white and blue flagging at the end of year 1. Plant the roses next to a blue and white
flagged plant within the sample plots. Sample plot plants are flagged with orange so you
will know you are in a sample plot when the living plants have orange flagging tied on
them.. Following installation, mulch rings should be refreshed for these plants.
Depending on the weather, the plants may need to be watered in. Do not install the plants
on the informal trail. Installing the five roses will bring the survival up to 92% and thus
meet the performance standard.
LIMITATIONS
We have prepared this report for the exclusive use of Rick Burnstead Construction, LLC
and their consultants. No other person or agency may rely upon the information,
analysis, or conclusions contained herein without permission from Rick Bumstead
Construction, LLC.
The determination of ecological system classifications, functions, values, and boundaries
is an inexact science, and different individuals and agencies may reach different
conclusions. With regard to wetlands, the final determination of their boundaries for
regulatory purposes is the responsibility of the various agencies that regulate
development activities in wetlands. We cannot guarantee the outcome of such agency
determinations. Therefore, the conclusions of this report should be reviewed by the
appropriate regulatory agencies prior to any detailed site planning or construction
activities.
We warrant that the work performed conforms to standards generally accepted in our
field, and has been prepared substantially in accordance with then -current technical
guidelines and criteria. The conclusions of this report represent the results of our analysis
0
Ms. Paula Judson
October 10, 2012
Page 3
0
of the information provided by the project proponent and their consultants, together with
information gathered in the course of the study. No other warranty, expressed or implied,
is made.
Thank you for the opportunity to provide this information. If you have any questions or
continents, or wish to discuss this issue further, please contact us at (206) 525-8122.
LITERATURE CITED
Raedeke Associates, Inc. 2010. Delaney Park— Buffer Restoration Plan. May 17, 2010
plan sheets submitted to Rick Burnstead Construction, LLC.
Raedeke Associates, Inc. 2011. Delaney Park — buffer restoration compliance report.
January 5, 2011 report to Rick Burnstead Construction, LLC. 2 pp.
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TECHNICAL MEMORANDUM
September 10, 2013
Wetland & Aquatic Science
Wildlife Ecology
Landscape Architecture
To: Ms. Paula Judson, Rick Bumstead Construction, LLC
From: Anne Cline, Raedeke Associates, Inc.
RE: Delaney Park —Buffer Restoration Third -Year Monitoring
(R.A.I. No. 2006-038-009)
This memorandum provides the results of third -year monitoring of buffer restoration at
Delaney Park. The restoration was required by the City of Renton in order to restore
wetland buffer areas disturbed for the installation of a sewer line. In response, Raedeke
Associates, Inc. (20 10) prepared buffer restoration plans, which were reviewed and
approved by the City of Renton on June 1, 2010. We conducted third -year monitoring of
the site on August 22, 2413.
METHODS
During third -year monitoring, we collected survival and cover data within sample plots
that were established during compliance monitoring (Figure 1; Raedeke Associates, Inc.
2011), and noted the presence of invasive plants throughout the planting area. We also
took photos at four photographic reference points that were established during
compliance monitoring to document plant community development and site conditions
(Photos 1 through 4).
PERFORMANCE STANDARDS
The overall evaluation criteria for the buffer restoration area would be establishment of
desirable plant communities.
• For years two and three there should be evidence that the desired plant
communities continue to develop and evidence of reproduction or new sprouting
by the plantings with at least 85% survival of plantings.
Specific performance standards to be used in the long-term monitoring are the following
a 100% survival of all planted shrubs in the buffer for one year after planting and at
least 85% after three years.
0 Allow establishment of not more than 10% cover of non-native, invasive plant
species within the buffer planting areas at any point within the monitoring period.
9510 Stone Avenue N. Seattle, NVA 9sio3 206-525-8122 www.raedeke.com
L -U A' 10 - o5b
0 0
Ms. Paula Judson
September 10, 2013
Page 2
RESULTS
The plantings in the buffer restoration area struggled without irrigation for the first two
years. However, this year, the plants appear to have finally become well established and
started growing and reproducing. The desired plant communities should continue to
develop. The installed roses are suckering, and willow, cottonwood, and alder are
volunteering in the buffer. There was minimal cover by invasive species. Small patches
of reed canarygrass (Phalaris ar-undinacea), and Himalayan blackberry (Rubus
arrneniacus) are present on the site, but not dominant, totaling well under 10% cover.
Patches of Himalayan blackberry are growing adjacent to the site, and the branches from
the adjacent blackberry hang into the mitigation site.
The mitigation site is meeting the third year performance standards. Plant survival
within the two sample plots averaged 87% (Table 1) this year. Plant counts increased 8%
from last year, because of an increase in the number of roses and salmonberry present in
the sample plots. This appears to have resulted from sprouting or suckering of these
plants, which is common. Cover by woody species averaged 55%, cover by herbaceous
plants averaged 65%, and total cover averaged 75%. The average cover increased an
estimated 20% since last year. The increase is due to the volunteer plants and the growth
of the installed plants. Numerous red alder trees have become established in the
restoration area in the last several years (see Photo plate 1). Invasive cover remains low
with an average of 5% cover in the mitigation area.
CONCLUSIONS
Overall, the site is functioning as intended. The desired plant communities have
developed and continue to grow, reproduce, and send up new sprouts. The buffer
restoration area is meeting the performance standards for Year 3 as noted above. This
buffer has been restored and has greater plant diversity and less invasive plants than the
surrounding buffer. At this time, we would like to request a final site visit by the City of
Renton with the intent of obtaining final approval and release of the maintenance bond
for this mitigation site.
MAINTENANCE RECOMMENDATIONS
Remove blackberry from the restoration area and cut back any blackberry that is hanging
into the mitigation site from the adjacent buffer. Blackberry rooted in the buffer
restoration area should be dug up and disposed of off-site.
The silt fence should be removed from the site upon final approval of the mitigation area
by the City of Renton.
Ms. Paula Judson
September 10, 2013
Page 3
LIMITAuom
We have prepared this report for the exclusive use of Rick Burnstead Construction, LLC
and their consultants. No other person or agency may rely upon the information,
analysis, or conclusions contained herein without permission from Rich Burnstead
Construction, LLC.
The determination of ecological system classifications, functions, values, and boundaries
is an inexact science, and different individuals and agencies may reach different
conclusions_ With regard to wetlands, the final determination of their boundaries for
regulatory purposes is the responsibility of the various agencies that regulate
development activities in wetlands. We cannot guarantee the outcome of such agency
determinations. Therefore, the conclusions of this report should be reviewed by the
appropriate regulatory agencies prior to any detailed site planning or construction
activities.
We warrant that the work performed conforms to standards generally accepted in our
field, and has been prepared substantially in accordance with then -current technical
guidelines and criteria. The conclusions of this report represent the results of our analysis
of the information provided by the project proponent and their consultants, together with
information gathered in the course of the study. No other warranty, expressed or implied,
is made.
Thank you for the opportunity to provide this information. If you have any questions or
comments, or wish to discuss this issue further, please contact us at (206) 525-8122.
LITERATURE CITED
Raedeke Associates, Inc. 2010. Delaney Park — Buffer Restoration PIan. May 17, 2010
plan sheets submitted to Rick Burnstead Construction, LLC.
Raedeke Associates, Inc. 2011 _ Delaney Park — buffer restoration compliance report.
January 5, 2011 report to Rick Burnstead Construction, LLC. 4 pp.
Raedeke Associates, Inc. 2012. Delaney Park— buffer restoration compliance report.
October 10, 2012 report to Rick Burnstead Construction, LLC. 4 pp.
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Return Address:
City Clerk's Office
City of Renton 11111111111111111111111111111111
1055 South Grady Way
Renton, WA 98055 20110210001178
CITY OF RENTON BS 63.00
PAGE -001 OF 002
02/10/2011 13:46
KING COUNTY. UP
BILL OF SALE
I Proj Name: -D e t G K)e ./ IL Property Tax Parcel Number: r' O Z S�
Project File a: 3-512;L Sr, t.Tters ion:ItL`¢ lr Address:
r s
Reference Number(s) of Documents assigned or released: Additional reference numbers are on page
Grantor( }:_ LL C Gra City(otRenton, a Municipal Corporation
2.
The Grantor, as named above, for, and in consideration of mutual benefits, hereby grants, bargains, sells and delivers to the
Grantee_ as named above, the following described personal property:
WATER SYSTEM: Length Size Tripe
L.F. of Water Main
L.F. of Water Main
L.F. of Water Main
each of " Gate Valves
each of Gate Valves
each of Fire Hydrant Assemblies
SANITARY SEWER SYSTEM: Length Size Type
I 1 1p L.F_ of " P V Sewer Main
S_ L.F_ of Sewer Main
L.F. ofSewer Main
each of W `z� Diameter Manholes
each of Diameter Manholes
each of Lift Stations
STORM DRAINAGE SYSTEM: Len tfi Size T e
U C _ L -F. of 12- Storm Main
j 1 j L.F_ of 7- ;; _ Storm Main
- _
4ZL.F. of Storm Main
" �
each of Storm Inlet/Outlet
each of Storm Catch Basin
each of Manhole
STREET IMPROVMENTS: (Including Curb, Gutter, Sidewalk, Asphalt Pavement
Curb, Gutter, Sidewalk L.F.
Asphalt Pavement: —2 L'-90 Sy or L. F. of Width
STREET LIGHTING:
# of Poles 000
By this conveyance, Grantor will warrwit and defer)d the sale hereby made unto the Grantee against all and every person or persons,
harnsoever, lawfully claiminoorto claim the same. This convevance shall bind the heirs, cseoutors, administrators and assigns forevcr.
0:%FosruslPBFWNBILLSALE2.D0Clbh Page 1
IN WITNESS WHEREOF, said G s caused this instrument to be executed t1iis6 day of
__4 W. V, a � W, b V" —
INDIVIDUAL FORMOFAC.iNOCYf,FDG.•-VEVT
Notary Sea[ must be within box STATE OF WASHINGTON } SS
COUNTY OF KING }
I certify that I know or have satisfactory evidence that
20
signed this instrument and
acknowledged it to be his/her/their free and voluntary act for the uses and purposes
mentioned in the instrument
Notary Public in and for the State of Washington
Notary (Print)
Ml y appointment expires:
Dated:
RFPRESEATATIVE FORM OF AC$?V0IV1,F_DGVFNT
Notary Seal must be within box STATE OF WASHINGTON ) SS
COUNTY OF KING )
I certify that I know or have satisfactory evidence that
_ signed this instrument, on oath
stated that he/she/they was/were authorized to execute the instrument and
acknowledged it as the _ _ and
of _ to be the free and voluntary act of such
party/parties for the uses and purposes mentioned in the instrument.
Notary Public in and for the State of Washington
Notary (Print)
My appointment expires:
Dated:
0:IFonnsIPBPVABILLSALE2.D00bh Page 2
CORPORATF. FORM OFACkl1'09'1F_DG;LfF.VT
Notary Seal must be within box
STATE OF WASHINGTON ) SS
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COUNTY OF KING )
.`�"�E1lt4tlltrtrlllylr
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On thisL—day of �_ 20 1� ,before me personally appeared
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to me known to
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b `�=, ��� . /� I ".A t__ of the cw—poration that
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executed the within instrument, and acknowledge the said instrument to be the free
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and voluntary act and deed of said corporation, for the uses and purposes therein
mentioned, and each on oath stated that heishe was authorized to execute said
'. AN 0�; ���.
instrument and that the seal affixed is the corporate seal of said corporation.
s WE af';,.
-�l�r,frilFtillSi411ti�
Notary Pu Iic in and for the State of Washington
Notary (Print) �r� fie., eali ct
My appointment expires:
Dated: ///0-/r 1
0:IFonnsIPBPVABILLSALE2.D00bh Page 2
CITY OF RENTON
PLANNING/BUILIIING/PUBLIC WORKS
MEMORANDUM
DATE: February 8, 2011
TO: Gregg Zimmerman, Administrator
FROM: Ameta Henninger, Development Services
SUBJECT: DELANEY PARK FINAL PLAT
FP 10-058
I am submitting the attached original final plat mylars for your signature. Fire has signed
off, Technical Services has signed off and the Planning issues are completed to the
satisfaction of staff.
I am both the plan reviewer and the Project Manager and I recommend that this plat be
approved for recording.
The yellow file is attached for your use. If you have any questions please call me at X7298.
Thank you.
CC Kayren K
•
•
DEPARTMENT OF COMMUNITY G f`fir,
AND ECONOMIC DEVELOPMENT
M E M O R A N D U M
DATE: February 8, 2011
TO: Arneta Henninger, Plan Review
FROM: Jennifer Henning, Planning Manager XK
SUBJECT: Delaney Park (KC File L07P0010)
I've visited the Delaney Park site today to inspect the stormwater line/berm within the
wetland buffer. The area is not within the wetland buffer or wetland and has been
constructed per plan. Erosion control is in place. My review is complete, and the
improvements are approved. No further action is needed.
CITY OF RENTON
PLANNING /BUILDINGIPUBLIC WORKS
MEMORANDUM
DATE: February 4, 2011
TO: Iwen Wang, Finance and IS Administrator
FROM: Ameta Henninger X7298
SUBJECT: DELANEY PARK FINAL PLAT
FP 10-058
The above plat is ready for recording. Please sign the attached mylars. I put both of the
sheets for your signature on top for your convenience. If you have any questions please
call me.
Thank you!
Cc: Kayren K.
1:Vfcmp1ate5%F&]SMF,M0.docicor
Printed: 02-04-2011
Payment Made:
i CITY OF RENTON
1055 S. Grady Way
Renton, WA 98055
Land Use Actions
RECEIPT
Permit#: LUAIO-058
02/04/2011 09:48 AM
Total Payment: 32,555.25
CONSTRUCTION LLC #5204
Current Payment Made to the Following Items:
Receipt Number:
Payee: RICK BURNSTEAD
Trans
Account Code
Description
Amount
------
5045
------------------
304.000000.009.345
------------------------------
Fire Mitigation -SFR
----------------
13,176.00
5050
305.000000.016.344
Traffic Mitigation Fee
19,379.25
Payments made for this receipt
Trans Method Description Amount
---------- -------- --------------------------- ---------------
Payment Check 45204 32,555.25
Account Balances
Trans
Account Code
Description
Balance Due
------
3021.
------------------
303.000000.020.345
------------------------------
Park Mitigation Fee
---------------
.00
3954
650.000000.000.237
Special Deposits
.00
5006
000.000000.007.345
Annexation Fees
.00
5007
000.000000.011.345
Appeals/Waivers
.00
5008
000.000000.007.345
Binding Site/Short Plat
.00
5009
000.000000.007.345
Conditional Use Fees
.00
5010
000.000000.007.345
Environmental Review
.00
5011
000.000000.007.345
Prelim/Tentative Plat
.00
5012
000.000000.007.345
Final Plat
.00
5013
000.000000.007.345
PUD
.00
5014
000.000000.007.345
Grading & Filling Fees
.00
5015
000.000000.007.345
Lot Line Adjustment
.00
5016
000.000000.007.345
Mobile Home Parks
.00
5017
000.000000.007.345
Rezone
.00
5018
000.000000.007.345
Routine Vegetation Mgmt
.00
5019
000.000000.007.345
Shoreline Subst Dev
.00
5020
000.000000.007.345
Site Plan Approval
.00
5021
000.000000.007.345
Temp Use, Hobbyk, Fence
.00
5022
000.000000.007.345
Variance Fees
.00
5024
000.000000.007.345
Conditional Approval Fee
.00
5036
000.000000.007.345
Comprehensive Plan Amend
.00
5045
304.000000.009.345
Fire Mitigation -SFR
.00
5050
305.000000.016.344
Traffic Mitigation Fee
.00
5909
000.000000.002.341
Booklets/EIS/Copies
.00
5941
000.000000.007.341
Maps (Taxable)
.00
5954
650.237.00.00.0000
DO NOT USE - USE 3954
.00
5955
000.05.519.90.42.1
Postage
.00
5998
000.000000.000.231
Tax
.00
R1100397
Arneta J. Henninger
From: Corey W Thomas
Sent: Tuesday, January 18, 2011 10:09 AM
To: Arneta J. Henninger
Subject: RE: DELANEY PARK FINAL PLAT
This one looks good for final.
From: Arneta J. Henninger
Sent: Friday, January 14, 2011 10:03
To: Corey W Thomas
Subject: DELANEY PARK FINAL PLAT
Corey,
Please do a final walk through punch list on the above project located at and west of Nile Ave NE on NE 7th PI and Lyons
Ave NE.
Thank you.
9SVW" gja"�W
Arneta Henninger
City of Renton
425-430-7298
WASTENOTER &SURFACE WATEl+ECTION
WALK THRU. INSPECTION SHEET
WORK ORDER#
SURFACE: SR 13340 WASTEWATER: SR13341
PROJECT NAME
DELANEY PARK SUBDIVISION
ADDRESS
12019148 TH AVE SE
DATE
1/24/2011
INSP. BY:
JOHN WADE & CHRIS KRYSIAK
INSPECTOR
DAN THOMPSON 206 999-1828
PAGE STATION STRUCTURE DEFECT
NO DEFECTS WERE FOUND ON
EITHER THE SURFACE WATER
OR WASTEWATER INSPECTION
J:\ADMIN\WALKTHRU\WASTE.SURFACE.DOC
Arneta J. Henninger
From:
Sent:
To:
Cc:
Subject:
Dan Thompson
Wednesday, February 02, 2011 12:34 PM
Arneta J. Henninger
Neil R. Watts
Delaney Plat
•
Arneta;
The punch list items have been completed on the Delaney Plat Permit 4 090020. l made a in the field review of the as -
builds and they appear to reflect the project as constructed.
Dan
PAYEE:
IDEFUNDING ADDRESS:
CITY: STATE: ZIP:
PROJECT NAME:
ADDRESS LOCATION:
PERMIT #:
DEPT. CONTACT:
SPECIAL DEPOSIT CONDITIONS:
EXTN:
IAL DEPOSIT TRANSMITT
DMSION, SIDEVELOP.SERVEYBPLW. IRG%NLDG DEPT FOFmsUSC_ 9UILDIRG DOCSITFWIATESISPEC. DEPOSIT
WHITE AND YELLOW TO FINANCE. RETAIN PINK FOR PRPW RECORDS
DATE:
RECEIPT #
FINANCE REC. #:
AMOUNT: $
WO#: FUNCTION #:
TYPE OF DEPOSIT:
BUILDING
❑ 90 DAY TEMPORARY OCCUPANCY PERMIT
❑ LANDSCAPING MAINTENANCE
❑ SIGN DEPOSIT
❑ STREET CLEANING
PUBLIC WORKS
❑PW CONSTRUCTION PERMIT
PROPERTY SERVICES
❑ LATE COMER FEE (TO BE RETURNED TO LCS HOLDER)
❑ STVAC (APPRAISAL FEE DUE APPRAISER)
BOARD OF PUBLIC WORKS
❑ BPWDEF (BPW DEFFERAL)
(WO# 89150 FN# 5190 TRANS CODE #7054)
❑ OTHER:
` CITY OF RENTON
1055 S. Grady Way
Renton, WA 98055
Pri*01-04-2011
Utility Services Permit
RECEIPT
Permit#: U090020
Payment Made: 01/04/2011 10:21 AM
Total Payment: 37,185.00
Current Payment Made to the Following Items:
•
Receipt Number: R1100018
Payee: RICK BURNSTEAD #5181
Trans Account Code Description Amount
3954 650.000000.000.237 Special Deposits 37,185.00
Payments made for this receipt
Trans Method Description Amount
----------- -------- --------------------------- ---------------
Payment Check #5181 37,185.00
Act Balances
Trans
Account Code
Description
Balance Due
------
3954
------------------
650.000000.000.237
-------------------------------
Special Deposits
---------------
.00
4028
000.000000.007.343
Public Works Inspection
.00
4033
407.000000.018.343
Stormwater Insp Approval
.00
4040
426.000000.018.388
Spec Util Connect Sewer
.00
4042
406.000000.018.343
Sewer Inspection Approvl
.00
4044
406.000000.018.322
Sewer Permit
.00
4050
000.000000.007.322
Right-of-way Constructn
.00
4056
425.000000.018.388
Spec Util Connect Water
.00
4057
405.000000.018.343
Water Inspection Approvl
.00
4059
405.000000.018.388
Misc. Water Installation
.00
4061
407.000000.018.322
Storm Water Permits
.00
4069
427.000000.018.388
Spec Util Connect Stormw
.00
5025
000.000000.007.322
Street Lighting Fee
.00
Remaining Balance Due: $0.00
•
Printed: 01-04-2011
Payment Made:
CITY OF RENTON
1055 S. Grady Way
Renton, WA 98055
Utility Services Permit
RECEIPT
Permit#: U090020
01/04/2011 10:21 AM
Total Payment: 37,185.00
Current Payment Made to the Following Items:
0 A
Receipt Number: R1100018
Payee: RICK BURNSTEAD #5181
Trans Account Code Description Amount
------------------------------------------------------ ----------------
3954 650.000000.000.237 Special Deposits 37,185.00
Payments made for this receipt
Trans Method Description Amount
Payment Check #5181 37,185.00
Account Balances
Trans
Account Code
Description
Balance Due
3954
650.000000.000.237
Special Deposits
.00
4028
000.000000.007.343
Public Works Inspection
.00
4033
407.000000.018.343
Stormwater Insp Approval
.00
4040
426.000000.018.368
Spec Util Connect Sewer
.00
4042
406.000000.018.343
Sewer Inspection Approvl
.00
4044
406.000000.018.322
Sewer Permit
.00
4050
000.000000.007.322
Right-of-way Constructn
.00
4056
425.000000.018.388
Spec Util Connect Water
.00
4057
405.000000.018.343
Water Inspection Approvl
.00
4059
405.000000.018.388
Misc. Water Installation
.00
4061
407.000000.018.322
Storm Water Permits
.00
4069
427.000000.018.388
Spec Util Connect Stormw
.00
5025
000.000000.007.322
Street Lighting Fee
.00
Remaining Balance Due: $0.00
rTY OF RENTON
1055 S. Grady Way
Renton, WA 98055
Prt-r-- 01-04-2011
Land Use Actions
RECEIPT
Permit#: LUA10-058
Payment
Made: 01/04/2011
10:27 AM
Receipt Number: R1100019
Total Payment: 3,625,00
Payee:
RICK BURNSTEAD #5182
(WETLAND BOND)
Current Payment Made to the hollowing
Items:
Trans
Account Code
Description
Amount
------
3954
------------------
650.000000.000.237
-----------
Special Deposits
3,625.00
Payments made for this receipt
Trans
Method Description
Amount
---------- --------
Payment Check #5182
3,625.00
Account
Balances
Trans
Account Code
Description
Balance Due
--
3021
303.000000-020.345
-
Park Mitigation Fee
-00
3954
650.000000.000.237
Special Deposits
.00
5006
000.000000.007.345
Annexation Fees
.00
5007
000.000000.017..345
Appeals/Waivers
.00
5008
000.000000.007.345
Sinding Site/Short Plat
00
5009
000.000000.007.345
Conditional Use Fees
.00
5010
000.000000.007.345
Environmental Review
.00
5011
000.000000.007.345
Prelim/Tentative Plat
.00
5012
000.000000.007.345
Final Plat
00
5013
000.000000.007.345
PUD
.00
5014
000.000000.007.345
Grading & Filling Fees
.00
5015
000.000000.007.345
Lot Line Adjustment
.00
5016
000.000000.007.345
Mobile Home Parks
.00
5017
000.000000.007.345
Rezone
.00
5018
000.000000.007.345
Routine Vegetation Mgmt
.00
5019
000.000000.007.345
shoreline Subst Dev
.00
5020
000.000000.007.345
Site Plan Approval
.00
5021
000.000000.007.345
Temp Use, Hobbyk, Fence
.00
5022
000.000000.007.345
Variance Fees
.00
5024
000.000000.007.345
Conditional Approval Fee
.00
5036
000.000000.007.345
Comprehensive Plan Amend
.00
5045
304.000000.009.345
Fire Mitigation --SFR
13,176.00
'I
305.000000.016.344
Traffic Mitigation Fee
19,379.25
000.000000.002.341
Booklets/EIS/Copies
-00
5 41
000.000000.007.341
Maps (Taxable)
.00
5954
550.237.00.00..0000
DO NOT USE - USE 3954
•00
5955
000.05.519.90.42.1
Postage
.00
5998
000.000000.000.231
Tax
.00
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Denis Law, Mayor
•
CITY4WF
RENTON
Hearing Examiner
Fred J. Kaufman
January 11, 2011
Arneta Henninger I�
Development Services Division j
City of Renton
r
i
Re: Delaney Park Final Plat
FP-] 0-110 �+
Dear Ms. Henninger:
This office has reviewed the propqsed Final Plat as well as the staff analysis for the plat.
i
The plat was initially approved by�'King County and the property was subsequently annexed to the
City. Final review is with the City It appears that the Final Plat satisfies all required criteria. It
appears that the applicant has complied with the conditions imposed on the Preliminary Plat as
well as the conditions required b� Renton.
I
Any dedications associated with �iithis plat will have to be appropriately finalized or executed.
The Final Plat is approved subj�ct to the following conditions:
I. All plat improv4ments shall be either constructed or deferred to the satisfaction of
City staff prior to the recording iof the plat.
2. All fees shall i e paid prior to the recording of the plat.
r
Sincerely, l+
a
Fred J. Kaufman
Hearing Examiner
cc: Neil Watts, Development Services Director
Chip Vincent, Planning Director
Larry Warren, City Attorney
1055 South Grady Way - Renton, Washington 98057 - (425) 430-6515
7his paper contains 50! r"cledmaterial 30% postconsumer
RENTON
AiIF:An OF THE C1,R E
DEVELOPMENT SERVICES DIVISION
BUILDING/PLANNING
STAFF REPORT AND RECOMMENDATIONS
APPLICANT:
LOCATION:
SUMMARY OF REQUEST:
RECOMMENDATION:
CITY OF RENTON
URRENCE
DATE f Z ' '�.
Rick Burnstead Construction LLC
Delaney Park Final Plat
(Preliminary Plat King County L07P0010)
File: LUA 10-058FP
Lyons Ave NE & NE 7th PI adjacent to and
west of Nile Ave Ave NE all in Section 10,
Twp. 23 N. Rng. 5 E.
Final Plat for 27 single family lots.
Approve With Conditions
FINDINGS, CONCLUSIONS & RECOMMENDATION
Having reviewed the record documents in this matter, staff now makes and enters the following:
FINDINGS:
1. The applicant, Rick Burnstead Construction LLC, filed a request for approval of a 27 lot Final Plat_
2. The subject proposal was reviewed by all departments with an interest in the matter.
3. The subject site is located at NE 7th PI adjacent to and west of Nile Ave NE. The new plat is
located in Section 10, Twp. 23 N. Rng. 5 E.
4. The subject site is an 8.81 acre parcel.
5. The Preliminary Plat received approval by the King County Hearing Examiner on January 6, 2009.
6. The property is located within the (King County) Zoning R-4.
7. The Preliminary Plat was subject to a number of conditions:
1. Applicant must comply with platting provisions of King County Title 19A.
• The project is ongoing, complying with King County Title 19A.
Rick Burnstead Construction LLC
Delaney Park Final Plat
(Preliminary Plat King County L07P0010)
File: LUA 10-058FP
Lyons Ave NE & NE 7th PI adjacent to and
west of Nile Ave Ave NE all in Section 10,
Twp. 23 N. Rng. 5 E.
Final Plat for 27 single family lots.
Approve With Conditions
FINDINGS, CONCLUSIONS & RECOMMENDATION
Having reviewed the record documents in this matter, staff now makes and enters the following:
FINDINGS:
1. The applicant, Rick Burnstead Construction LLC, filed a request for approval of a 27 lot Final Plat_
2. The subject proposal was reviewed by all departments with an interest in the matter.
3. The subject site is located at NE 7th PI adjacent to and west of Nile Ave NE. The new plat is
located in Section 10, Twp. 23 N. Rng. 5 E.
4. The subject site is an 8.81 acre parcel.
5. The Preliminary Plat received approval by the King County Hearing Examiner on January 6, 2009.
6. The property is located within the (King County) Zoning R-4.
7. The Preliminary Plat was subject to a number of conditions:
1. Applicant must comply with platting provisions of King County Title 19A.
• The project is ongoing, complying with King County Title 19A.
� STAd
2. All persons having an ownership interest in the subject property shall sign on the face of the
final plat a dedication that includes the language set forth in King County Council Motion No_
5952.
• All persons having an ownership will sign prior to recording. The Dedication/Certification
on Sheet 1 of the final plat has been modified to include King County language as stated in
Motion No. 5952.
The plat shall comply with the base density and minimum density requirement of the R-4 Zone.
• Density Calculations were provided for both King County as well as City of Renton. Note:
Zoning requirements for setbacks and coverages are vested to King County per pre plat
approval.
All plat boundary discrepancy, overlapping boundary or physical appurtenance, encroachment
of lines of possession or conflict of title will be resolved prior to recording the final plat.
• Any/all plat boundary discrepancy shall be resolved prior to recording the final plat.
4. All construction of upgrading of public and private roads shall be done in accordance with the
King County Road Standards established and adopted by ordinance.
• The internal road was installed per the King County standards.
S. The applicant must be obtain the approval of the King County Fire Protection for the adequacy
of the fire hydrant, water main and fire flow standards of Chapter 17.08 of the King County
Code.
• The site of this development was annexed into the City July, 2009; hence, the design and
construction of fire hydrants and fire flow will comply with the City of Renton standards
per the City of Renton Fire Marshal prior to recording.
Future residences are required to be sprinklered unless requirement is removed by the
responsible Fire Marshal.
• Sprinkler requirement removed as road constructed 36 feet wide, curb to curb.
A separate permit is required for the installation of water mains and/or fire hydrants.
• A separate permit was issued to Water District 90 for the installation of the water main &
fire hydrants.
The drainage facilities shall meet the requirements of the 2005 King County Surface Water
Design Manual.
a. Drainage plans shall be approved prior to construction.
• The storm plan and construction are in compliance with the 2005 Manual. The note
regarding all building downspouts shall be connected to the permanent storm drain is
shown on the face of the plat.
Current standard notes shall be shown on the engineering plans.
• All necessary notes were shown on the engineering plans prior to approval of
construction_
The following note shall be shown on the final recorded plat: "All building downspouts,
footing drains, and drains from all impervious surfaces such as patios and driveways shall
be connected to the permanent storm drain outlet.._" (Staff confirmed the entire note is
shown on sheet 2 on the final plat.)
7. The drainage facilities shall meet the requirements of the 2005 King County Surface Water
Design Manual.
• The storm plan and construction are in compliance with the 2005 Manual,
DELANEY PARKPP.DOCr
8. To implement the required Best Management Practices (BMP's) for treatment of storm water,
the final engineering plans and technical information report (TIR) shall clearly demonstrate
compliance with all applicable design standards. The requirements for best management
practices are outlined in Chapter 5 of the 2005 KCSWDM. The design engineer shall address
the applicable requirements on the final engineering plans and provide all necessary
documents for implementation. The final recorded plat shall include all required covenants.
• The required BMP's for treatment of storm water were addressed in the final engineering
plans and technical information report in accordance with the 2005 KDSWDM, The use of
dispersion trenches for roof drainage on Lot 11, 12, 13, and 14 satisfy the required BMP
requirements.
9. The 100 year flood plain for any onsite streams or wetlands shall be shown on the engineering
plans and the final plat.
• The 100 year flood plan is shown on the final plat drawing on sheet 3 of 5. The location of
the 100 -year flood plain is shown on sheets C0.20 and C2.01 of the as -built plans.
10. The following road improvements are required to be constructed.
a. The internal access road (Road A) shall be improved with a temporary cul-de-sac at the
northerly end.
• The internal access road A, following annexation into the City of Renton is now NE 7" PI
east/west and Lyons Ave NE north/south- All street improvements on said road shall
be installed or deferred prior to recording the final plat. The final plat drawing includes
the temporary cul-de-sac. The temporary cul-de-sac will be paved prior to project
close-out & inspection by the City of Renton inspector.
b, FRONTAGE: The frontage along 148`' Ave SE (west side)shall be improved at a minimum
to the urban arterial collector standard. Street name is now Nile Ave NE.
• The frontage improvements have been designed to meet the entering & stopping site
distance requirements. A more detailed design analysis was completed during the final
design and the required stopping sight distance is achieved with the as -built conditions
along 148th Ave SE per City of Renton and AASHTO design standards. The Stopping Sight
Distance Exhibit is on file in the City records.
In addition to the frontage improvement, a road lowering improvement is required to
achieve sight distance. The road lowering is on 148th Ave SE from the Road A intersection
to approximately 330 feet south.
• The required stopping sight distance is achieved with the as -built conditions along 148th
Ave SE per City of Renton and AASHTO design standards. The Stopping Sight Distance
Exhibit is filed with the final plat records.
c. Paired curb ramps shall be provided at the Road A/148t' (NE 7th PI).
• It has been verified that the paired ramps shown on the construction plans are installed
in the field.
d. A school bus turnaround is required.
• The school bus loading pad has been installed per construction drawing just to the
south of the intersection of Nile Ave NE and NE 7th Place.
e. Modifications to the above road conditions may be considered.
• Information so noted.
11. All utilities within proposed rights -of -ways must be included within a franchise approved by
the King County Council.
• This requirement has been met.
DEI.ANEY PAKKH.D00
12. All mitigation fees shall be paid prior to recording. This includes the applicable Transportation,
Parks, and Fire Mitigation Fees.
• These fees shall be paid as required prior to recording the plat.
13. School impact fees far the Issaquah School District are required, and will be due prior to
building permit issuance for the individual lots.
• The Issaquah School District fees will be paid prior to issuance of a building permit.
14. A note shall be added to the engineering plans and Final Plat that there shall be no direct
vehicular access to or from 148th Ave (Nile Ave NE) from those lots which abut it.
• This is shown on Note #1, under Conditions, Covenants & Restrictions on sheet 2 of 5 of
the Final Plat and also on the as -built civil engineering plan.
15. The proposed subdivision shall comply with all Critical Areas Code including permanent signs_
Temporary marking of sensitive areas shall be placed on the site.
• The applicant has installed permanent Wetland Sensitive Area signs per the engineering
plans.
• Bright orange fence is in place per King County Critical Codes. Critical Area signs will be
installed prior to recording the final plat.
16. Preliminary plat review has identified the following specific requirements which apply to the
project.
Wetlands:
a -c. Wetlands A thru C are Category III wetlands and shall have a 75 -foot buffer as measured
from the wetland edge.
d. Wetland D is a Category IV wetland and shall have a 50 -foot buffer as measured from
the wetland edge.
e. The buffers for Wetlands C & D may be modified as proposed on the preliminary plat
dated September 8, 2008.
• The wetland buffers were modified using buffer averaging criteria during the
preliminary plat approval process. The correspondence and final approved
preliminary plat map are provided for the City records.
f. All wetlands and their buffer shall be placed in a Critical Area Tracts (CAT) as shown on
the preliminary plat map dated September 8, 2008, for long term protection
• Tract is dedicated on Sheet #1 under Dedication, and shown on sheet 3 of 5.
g, A 15 -foot setback from the edge of the CAT shall be shown on all affected lots.
• This is shown on sheet 5 of 5.
h. Prior to construction activities the CAT boundary shall be clearly marked with both
bright orange construction and erosion control fencing. The fencing shall remain in
place until all construction and activities are complete.
• Installation of construction fencing marking CAT and the clearing and grading are
complete.
Prior to plat recording the applicant shall delineate the boundary between the adjoining
property and CATs using iron or concrete markers as established by survey standards.
The applicant shall also identify the CAT boundary with permanent signs and fencing
along adjacent lots and/or recreation tracts. The permanent fence shall be cedar split
rail or similar and no more than 4 feet in height.
• Permanent signs and a split rail fence are in place.
Engineering plans shall be routed to the Critical Areas Section for review and approval
of the above conditions.
DELANFY PARKFP.DOC/
C�
17A
• This condition has been met.
k. The required notes on the face of the plat regarding the CAT shall reference City of
Renton rather than King County. Instead of Department of Development and
Environmental Services, the reference should be City of Renton Community and
Economic Development (CED)_
• See Restrictions for CAT and critical areas and buffers on sheet 2 of 5 on the final
plat drawing.
17. Suitable recreation space shall be provided.
a. A detailed recreation space plan shall be submitted.
• A recreation space plan is on page L-3 of approved Construction Drawings. The
recreation space will be completed prior to recording the plat.
18. A Homeowner's Association shall be created for the maintenance of common improvements
and street trees.
• The applicant has submitted a copy of the Certification of incorporation for Delaney Park
Homeowner's Association, as signed by the State of Washington Secretary of State.
19. Street trees shall be provided.
a. Trees shall be planted at a rate of one tree for every 40 feet of frontage.
• A landscape plan dated June 5, 2009, was submitted and approved by the City on
August 9, 2009.
b. Trees shall be located within the street right-of-way unless Transportation determines that
trees should not be located in the right-of-way.
• There is insufficient room for the trees to be located in the street right-of-way. The
trees are not located in the right-of-way as shown on the approved August 9, 2009,
landscape plan.
c. If determined that street trees should not be located within the right-of-way, they shall be
located no more than 20 feet from the street right-of-way.
• The approved landscape plan shows the trees located no more than 20 feet from the
right-of-way line.
d. The trees shall be owned and maintained by the abutting lot owners or the Homeowner's
Association. Ownership and maintenance shall be noted on the face of the plat.
• Note #3, under Conditions, Covenants & Restrictions on sheet 2 of the final plat states
that the street trees shall be owned and maintained by the abutting lot owners. The
trees on Nile Ave NE shall be owned and maintained by the HOA.
e. The species of trees shall be reviewed and approved.
• The approved plans call for Calleryana trees with a 2-1/2" caliper.
f. The applicant shall submit a street tree plan and bond quantity sheet for review.
• A Landscaping plan has been submitted and approved. If the trees are installed prior to
recording the City does not require a security device.
g. The applicant shall contact Metro Service to determine if 148"' Ave SE is on a bus route. If
so, the street tree plan shall also be reviewed by Metro.
• Metro Service Planning has been contacted by City staff and responded on November
23, 2010, that there are no bus routes currently running on Nile Ave NE; therefore,
there is no conflict with the location of the proposed street trees.
DELANEY PARKH-D(K:1
F-
L -1
�1
The street trees must be installed and inspected.
• Per City procedure street trees on lots fronting NE 7t" PI shall be installed and inspected
prior to final building permit inspection. Landscaping along Nile Ave NE and at the
entrance to the subdivision and on Lyons Ave NE (common/wetland/side yard) shall be
installed prior to recording the final plat.
20_ A detailed tree retention plan shall be submitted with the engineering plans for the subject
plat.
• A tree retention plan was included with the engineering plan which was reviewed and
approved. The trees to be retained are in the common area and shall be maintained by the
Homeowner's Association.
The Final Plat generally appears to satisfy the conditions imposed by the preliminary plat process
and, therefore, should be approved by the Hearing Examiner.
RECOMMENDATION:
The Hearing Examiner should approve the Final Plat with the following conditions:
1) All plat improvements shall be either constructed or deferred to the satisfaction of City staff prior to
the recording of the plat.
2) All fees shall be paid prior to the recording of the plat.
SUBMITTED THIS 30TH DAY OF DECEMBER, 2010
DEVELOPMENT SERVICES DIVISION
QELANEY PARKFP.UOC1
EGAL DESCRIPTION
PARCEL A
8
THE SOUTH HALF OF THE
NORTH HALF
OF THE NORTH HALF
OF THE NORTHEAST QUARTER OF THE SOUTHEAST
QUARTER OF SECTION 10,
TOWNSHIP 23
NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, kN KING COUNTY,
WASHINGTON;
EXCEPT THAT PORTION THEREOF
LYING
WITHIN THE RIGHT OF
WAY OF 148TH AVENUE SOUTHEAST.
PARCEL B
THE NORTH 132 FEET OF
THE SOUTH
HALF OF THE NORTH
HALF OF THE NORTHEAST QUARTER OF THE
SOUTHEAST QUARTER OF
SECTION 10,
TOWNSHIP 23 NORTH,
RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING
COUNTY, WASHINGTON;
EXCEPT THE EAST 330.09
FEET;
PARCEL C
THE NORTH 132 FEET OF THE WEST 110 FEET OF THE EAST 330 FEET OF THE SOUTH HALF OF THE NORTH
HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE
5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON;
EXCEPT THE SOUTH 102 FEET THEREOF.
PARCEL D
THE SOUTH 102 FEET OF THE NORTH 132 FEET OF THE WEST 110 FEET OF THE EAST 330 FEET OF THE
SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 1C,
TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN ICING COUNTY WASHINGTON.
PARCEL E
THE NORTH 132 FEET OF THE WEST 95 FEET OF THE EAST 220 FEET OF THE SOUTH HALF OF THE NORTH
HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE
5 EAST, W.M., IN KING COUNTY, WASHINGTON;
PARCEL F
THE NORTH 132 FEET OF THE FAST 125 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST
QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING
COUNTY, WASHINGTON;
EXCEPT ANY PORTION THEREOF LYING WITHIN 148TH AVENUE SOUTHEAST.
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DEPARTMENT OF COMMUNITY City
AND ECONOMIC DEVELOPMENT
M E M O R A N D U M
DATE: December 30, 2010
TQ: Fred Kaufman, Hearing Examiner
CC: Kayren Kittrick
FROM: Arneta Henninger x7298
SUBJECT: DELANEY PARK FINAL PLAT
LUA 10-058FP
Preliminary Plat King County KC File L07P0010
Per City Code 4-7-110 Final Plat Procedures I am sending the attached Final Plat for
review.
If further information or materials are required please contact Arneta.
Thankyou!
iAtemplateslhememo. doc
0 0
CITY OF RENTON
DEPARTMENT OF COMMUNITY & ECONOMIC
DEVELOPMENT
MEMORANDUM
Date: December 22, 2010
To: City Clerk's Office
From: Stacy M Tucker
Subject: Land Use File Closeout
Please complete the following information to facilitate project closeout and indexing by the City
Clerk's Office.
Project Name: Delaney Park Final Plat
LUA (file) Number: LUA-10-058, FP
Cross -References:
LUA10-025 (King County File #L07P0010)
AKA's:
Project Manager:
Arneta Henninger
Acceptance Date:
August 26, 2010
Applicant:
Rick Burnstead Construction LLC
Owner:
Same as applicant
Contact:
Paula Judson
PID Number:
1023059368; 1023059650; 1023059391; 1023059189;
1023059346; 1023059345
ERC Decision Date:
ERC Appeal Date:
Administrative Approval:
November 16, 2010
Appeal Period Ends:
Public Hearing Date:
Date Appealed to HEX:
By Whom:
HEX Decision:
Date:
Date Appealed to Council:
By whom:
Council Decision:
Date:
Mylar Recording Number:
Project Description: Final
Plat for a 27 lot subdivision for the development of single family
homes. The plat includes the installation of sanitary sewer, curb, gutter, sidewalks and street
paving. Also included is Water District 90 watermains.
Location:
NE 7th Place between Lyons and Nile Avenues NE
Comments:
November 5, 2010
City of Renton
Arneta Henninger
Development Services
1055 South Grady Way
Renton, WA 98055
King County ount � Water District No. 90
15606 South least 128th Street
Renton, Washington 98059-4540
Phone:425-255-9600
Fax: 425-277-4129
RE: Substantial Completion of Water Mains and Hydrants and Fire Flow — Delaney Park
Permit U090050
Dear Arneta Henninger:
King County Water District NO. 90 has reviewed the Delaney Park Water System and
found that the water mains are in and the hydrant is operational. Therefore, this letter is
to inform you that the water mains and hydrants have been installed to the Districts
satisfaction.
The water system can supply over 1000 gpm for duration of more than two hours
If you have any questions on this matter, please give me a call.
Sincerely,
Thomas N. Hoffman
General Manager, KCWD 90
cc: Paula Judson, The Burnsteads
Z1Developer Extension51SUbstantial CompletionlDelaney Park DE Substantial Completion 11 5 l0.doc
0
Denis Law City of f Y
v `7
iwla or
t
Department of Community and Economic Development
December 17, 2010 Alex Pietsch,Administrator
Ms. Paula Judson
Burnstead Construction, LLC
11980 NE 24" Street, Suite 200
Bellevue, Washington 98005-1576
RE: Delaney Park Plat
NE 7th Place and Nile Avenue NE
Renton, WA
Dear Ms. Judson:
On December 16, 2010, your request was approved to defer the installation of the final
lift of asphalt along NE 7th Place and Nile Avenue NE until October 31, 2012.
This deferral is based upon the receipt of a check, Assignment of Funds, or Letter or
Credit in the amount of $37,185, representing 150 percent of the estimated cost of the
improvements. The security device must be in place with the City prior to recording of
the short plat.
According to City code, you have 15 days from today's date to appeal the administrative
determination. Appeals are to be filed in writing, with the City Clerk and require a filing
fee in the amount of $250.00. Additional information regarding the appeal process may
be obtained from the Renton City Clerk's office by calling (425) 430-6510.
If you have any questions or need additional information, please contact Jan Illian,
Engineering Specialist at (425) 430-7216.
Sincerely,
�J
Neil Watts
Development Services Director
cc: Jan Illlan, Plan Reviewer
Arneta Henninger, Plan Reviewer
Carrie Olson, Engineering Specialist
File
Renton City Hall 9 1055 South Grady Way • Renton,Washington 98057 • rentonwa.gov
0
CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS
MEMORANDUM
DATE: November, 1(, 2010
TO: Bob Mac Onie
r
FROM: Arneta Henninger, X7298 k t
SUBJECT: DELANEY FINAL PLAT
LUA 90-058FP
FINAL REVIEW & APPROVAL FORM
If all concerns have been addressed and you recommend recording of the mylar, please
sign this memo below and return to me. 11
'a=�Pr"A �v cv V`1 Oln e -
Thank you.
Approval: I
Name Title Date
M Yellow File
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
M E M Q R A N D U M
DATE: November 16, 2010
TO: Arneta Henninger
FROM: Bob Mac Onie x7369 11
SUBJECT: Delaney Park, LUA-10-058-FP
Format and Legal Description Review
I have reviewed the above referenced final plat submittal and have the following
comments:
There is a distance noted as Li on sheet 5 of 5 which is not listed in the Tag Table.
Sheets 4 and 5 of 5 note a 9' Utilities Easement and references the Easement Provisions on
sheet 2 but there is no mention of a 9' easement. Any such references needs to be specific as
to which of the numbered provisions applies.
The 'Complete' City of Renton Monument Cards, received are inadequate. There should be a
minimum of three ties per monument and the tie should be to a lead and tack or other well
defined position or marker; infrastructure items are not considered stable enough for this
purpose_
h:lfile sysllnd -land subdivision & surveying recordsllnd-10 - plats104831rvi 11010.doc
DEPARTMENT OF COMMUNITY[ty0
AND ECONOMIC DEVELOPMENT D '
M E M O R A N D U M
DATE: October 27, 2010
TO: Jerry W.
Bob MacOnie
Jan C.
CC: Kayren Kittrick
PI
FROM: Arneta x7298
SUBJECT:
DELANEY PARK FINAL PLAT
LUA1O-058FP
The applicant has resubmitted the above plat drawings and attached response letters.
Please review and comment.
Please complete you reviews and return comments to me by Nov. 10.
Bob, the PIS submitted the mon. cards which I have in the Final Plat file until I can hand
deliver them directly to you.
Thankyou!
i:lmemo.doc
Arneta J. Henninger 0 0
From: Garmon Newsom
Sent: Monday, October 04, 2010 7:38 AM
To: Arneta J. Henninger
Subject: Delaney Park
Good Morning Ms. Henninger,
I have reviewed the Declaration. Focusing on the what is important for Renton, there are two things that must be added
to Article X, entitled Maintenance of Lots. The language that we require is:
"Based on the Association's responsibility to maintain the property and to maintain policies of general liability insurance,
the Association and or its members may not discharge, dissolve or withdraw the authority of the Association without
prior notice to and approval of the City of Renton."
"For purposes of maintenance, and based on the City of Renton's interest in appropriate maintenance and insurance
coverage of property and or land owners, it is agreed that Renton has the authority to enforce the section entitled
Maintenance of Lots (Article X) or its equivalent in any court of appropriate jurisdiction."
Additionally, reading Article IX, Section 3, subsection (c), entitled Maintenance, and it refers to Article III, Section 12.
Article III, Section 12 refers to oil and mining, not maintenance. All other errors or typographical errors do not appear to
relate to Renton's interest in this Declaration or the project, and as a result we have no comment about them.
If the aforementioned language can be included and if the proper section is referred to in Article IX, Section 3,
subsection (c), we will approve the Declaration as to form. Thank you for your patience. If you have any questions
please feel free to call or e-mail me. Have a great day.
G_ Newsom II
Assistant City Attorney
City= of Renton
100 South 2nd Street
P.O. Box 626
Renton WA 98057
(425) 430-6480 (Office)
(425) 255-5474 (Facsimile)
CONFIDENTIALITY STATEMENT
This message may Contain information that is protected by the attorney-client privilege and/or work product privilege. If this
message was sent to you in error, any use, disclosure or distribution of its contents is prohibited. If you receive this message in
error, please contact me at the telephone number or e-mail address listed above and delete this message without printing,
copying, or forwarding it. Thank you.
City of Renton IntelrO five Memo
To: Larry Warren, City Attorney
From: Arneta Henninger k�4
Date: September 22, 2010
Subject: Declaration of Protective Covenants, Conditions and Restrictions
DELANEY PARK FINAL PLAT
LUA 10-058FP
Please review the attached Declaration as to legal form. This project received Preliminary Plat
approval while it.was still in King County. Per the King County Hearing Examiner's report under
Conclusions item 18, the applicant shall create a Homeowner's Association which provides for
the ownership and continued maintenance of the recreation, open space and/or sensitive area
tract(s).
The attached documentation discusses maintenance on page 5, Section 4. There is a typo as it
refers to a different plat. I called the applicant to confirm that it was a `cut & paste' typo and it
really does need to read Delaney Park, which I wrote in on this draft.
This plat will ready for recording toward the middle of October. If I may be of assistance in
expediting this request please call me at 430-7298.
CC: Kayren Kittrick
Yellow File LUA 10-059FP
OFFICE OF THE HEARING EXAMINER
SIG COUNTY, WASHINGTON
400 Yesler Way, Room 404
Seattle, Washington 98104
Telephone (206) 296-4664
Facsimile (206) 296-1654
Email: hearingexaminer(a cingcounty-gov
REPORT AND DECISION
January 6, 2009
RECEIVED
JAN 0 7 2009
OPH CONSULTANTS
SUBJECT: Department of Development and Environmental Services File No. L07P0010
Proposed Ordinance No. 2008-0591
DELANEY PARK
Preliminary Plat Application
Location: West side of 148th Avenue Southeast and approximately 160 feet south
of Southeast 120th.SJivet
Applicant: Rick Burnstead Construction Company
represented by Matt Hough
CPH Consultants
733 Seventh Avenue, Suite 100
Kirkland, Washington 98033
Telephone: (425) 2875-2390
King County: Department of Development and Environmental Services (DDES)
represented by Kimberly Claussen
goo Oakesdaie Avenue Southwest
Renton, Washington 98055
Telephone: (206) 296.7167
Facsimile: (206) 296-7051
SUMMARY OF RECOMN ENDATIONSIDECISION:
Department's Preliminary Recommendation:
Department's Final Recommendation:
Examiner's Decision:
Approve, subject to conditions
Approve, subject to conditions (modified)
Approve, subject to conditions (modified)
EXAmrNER PROCEEDINGS:
December 16, 2008
Hearing Opened: December 16, 2008
Hearing Closed:
Participants at the public hearing and the exhibits offered and entered are listed in the attached minutes-
1,071'1101(3- l M-MICY
;� v� rbatin� rca�rding of the hearin: is available in the Office of the King County 1 Eearin, F�an�i�zer.
tSSUES AND TOPICS ADDRESSED:
Road improvements;school bus loading area
SUMMARY:
Subdivision of 27 lots on 8.81 acres in the urban area is approved, subject to conditions.
FTNDTNGS, CONCLUSIONS & DECISION: Having reviewed the record in this matter, die Examiner
now makes and enters the following,
FINDINGS:
l , General Information:
OwnerlDeveloper: Rick Burnstead Construction Company
11984 Northeast 24th St_, Suite 200
Bellevue, WA 98005
425-454-1900
CPH Consultants
Engineer: 733 Seventh Avenue, Suite 1.00
Kirkland, Washington 98033
(425) 2875-2390
STR: 10-23-05
Location, The site is located on the west side S 0thS . pos City Renton
e SF, and
Lova approximately 160 -Feet south o
Zoning: R-4
Acreage: 8.91 -acres
Number of Lots: 27
Density: Approximately 3 units per acre
Den
Lot sit::Size: Ranges from approximately 4,700 to 7,000 -square feet in size
Single Family Detached Dwellings
Proposed Use:
Sewage Disposal: City ofRenton
Water Supply: King County Water District No. 90
King County Fire District No. 10/Eastside Fire & Rescue
Fire District:
School District: Issaquah
Date Application Filed: July 24, August
2
Complete Application Date: Augus# 20, 2007
Except as modified herein, the facts set forth in file King County Land Use Services Division's
2. P Count Hearing Examiner for the December 16, 2048,
(L -USD) preliminary report to the King y
public }hearing are Found to be correct and are incorporated herei conditions. this reference. The l.0
SD
P application, staff reLomrnends approval of the DPP
i,07Q40*-- Delaney
The proposed development is subject to the requirements of the 2005 King County Surface
3. p
Water Design Manual.
The Issaquah School District has requested that a school bus loading ad be �� froms c school 4. I h 9
Avenue Southeast, to Provide increased safety for students
bus. The applicant has agreed
to construct the loading pad in the vicinity of the intersection of
the new sub -access street with 148th Avenue
Socttheast. This improvement is conceptually
shown on the applicant s preliminary site p .
CONCLUSIONS:
roved subject to the conditions recommended below, the proposed subdivision will complY
I. If appplan
of the King County
c,es of King County,subdivision and zoning
with the goals and objectives
codes, and other official land use controls and p
ded below, this proposed subdivision will make
If approved subject to the conditions recommeti
appropriate provision for the public health, safety and general welfare, and for open spaces,
t stops, table water supply, sanitary waste,
drainage Ways, streets, other public
and1school grounds and safe walking conditions for
parks and recreation, k to so public use and interest.
students who only walk to school; and it will serve the p
The conditions for final plat approval recommended below are in the pu alcts of the development
interest and are
� , to mitigate the imp
reasonable and proportionate requirements necessary g
upon the environment.
n lat submitted by the Applicant on
e dedications of land or easements within and adjacent to the proposed plat,
as re9uiTed or
4- Th
final plat approval or as shown on the revised plelim dry P
ber 29, 2008, are reasonable and necessary as a direct result of the development of this
September acts of the development.
P plat, and are proportionate to the imp
cess road with
curb to
applicant"; proposal to construct the aca necessity for th of 36 t
in tallationof sprinklers
5. The appl
to allow for parking on both sides of the street without th lens could provide for less
e residences to be constructed in this plat, exceedsthe ri�eri g P um requirements of the King
in theinim
applicant agrees to
County Road Standards for a sub -access street. Final
Road Standards, if the app
width of the roadway, consistent with the Krug P
s rinklers or parking
meet the alternative requirements of the King County Fire Marshal (e -g-,
restrictions).
requested that road improvements meet city standards, this
of Renton has r
6. Although the City Road Standards. King County does not have. the
County application is subject to the King of Renton standards
authority to require that improvements meet City . ad as requested by the
�, The applicant should be required to construct the school bus stop loading pad
who will be
Issaquah School District, in order d fro rovide for the safety Issaquah schools -
bused from this development to an
[P71'00 10—
l�cl:uac)'
DrCiSION'd on September is Q -anted
lat of e13l1ey Qark, as revised and recens of final plat app ova -l --
'rhe prupased p subject to die following condltlo
preliminary approval, County Code.
Compliance with all platting provisions of title 19A of the King
E , e shall sign on the face of the final
language set
die l
plat a dedication that includes forth in King County Council Motion No. 5$52-
� All persons having an ownership interest in the subject prop
re uizements of the R-4 zone
1 with the base density and mtt;;mum density 4
3. The plat shall comp y preliminary plat, whichever is larger,
zone
A}l�lbts shall meet file min}mum dimensional of the R e
classification.substantial es may b
classification or sltall be shown on the
which do noteoult i ni and Env ranme t Services.
except that minor revisions to the p
approved at the discretion of the Department of Deve1 p isfaction of DDES prior to the
dary discrepancy shall be resolved to the sat „discrepancy" is a boundary
Anytall plat bound uments. As used in this condition,
submittal of the final plat doc boundary or a physical appurtenanpe which indicates an encroachment,
hiatus, an overlapping
lutes of possession or a conflict of title.
din of public anne in accordance
d private roads shallbe o 15? 53 (2047 KCtRDCS)
4. All construction and upgrading . ted by Ordinance
Kin; County Road Standards established and ad Engineer for the
royal of the King County r 17.08 of the King
Fire Protection
5 The applicant rriust obtain via er main, and fire flow standards of Chapte
adequacy of the fire hydrant,
County Code required to be sprinklered NFPA.
Fire Marshal or his/her designee -
Any future residences constructed within this subdivision
King County a
13D unless'the requirement is removed by
• s a}} onions of the exterior walls of structure'
a mto �nimumin 150 24-footeet (as wide, a
The Fire Code require P roved route around the build g)
person would walk via an app h if dead-end. vehicles arlced on
unobs� tested driving Surface tftat is not over l a feet iuction.
road sarfaces or within the cul-de-sac are an obstru tp curb driving surface of the
qualify for removal of the sprinkler requirement the curb -um to-curb
width of 36 feet if
To q h' parking is allowed on only one
roadway wttltin the proposed subdivision has to have
28 fee of
p
parking is permitted on both sides of the roadway;
aces of Tracts C and D must "so
b S s meof 20 feet in widt i.
side. The driving surf Brant requirements outlined below
Additionally, the ft.
ire by s and/or fdram. Submit
Permit is required for the installation Of
g�E ng�yldi ag services Divisi S Pori is
A separate perm g ecifications Fire Engineering
co les of drawin s and sp roval by
three (�) p permit application_ Review and app sizes, pipe type,
Service Center for a p Plans shall include, but are not limited to; pipe all be installed
required prior to installation for rodding and material listings- Fee pWVVA standards and/or
sh
vaiveslfittings, thrust blocks and be NTS AND WATERAINS), as
per K_C-C. Title l7 Water mains sl;SATEinstAlle
f1REdDRpied p
SPA#ale Ref (STANDARDS OQ 4FC 4R PR
applicab
5
L07POO 10— Delaney
Bance with the drainage Pi-ovisions set forth in King
b. Final plat approval shall require full comp the number and/or location of lots as
Code 9.04. Compliance may result in reducing
County a toyed plat. Preliminary review has identified the following
shown on the preliminary PP a requirements. All other must
conditions of approval which represent portions of the drainag q
cable requirements in K.C•C • 9.o4 and the Surface W ater resign Manual {
applicable and final review -
also be satisfied during engineeringCounty Surface Water
analysis shall comply with the 2005 King DDES approval of the
Drainage plans and analy King County -
a. lrcable updates adopted by
Design Manual and applicable aired prior to any construction.
drainage and roadway plans is req
nates and ESC notes, as established by DDES Engineering
b, Current standard plan Plans -
The
shall be shown on the engineering
c. The following note shall be shown on the final recorded plat:
d drains from all impervious surfaces such
"All building downsPouts, footing drams, an _drain outlet
s and driveways shall be connected to the perm file with DDES an(Vor the King
as patio application
on the approved construction drawings hal be submitted with the aPP roVed
County Department of Transportation. his P the drains must be constructed and app
of any building permit- All connections oovai. For those ts that are designated for
prior to the final building inspection_ app
cted at the time of the
individual lot infiltration systems, the syltes �ri f}!e �?e constructed
building permit and shall comply with p .
County
Surface Water
The drainage design shall meet at a minimum the Conservation'
The drainage facilities shall meet the requirements of the 2045 King wD
7' KCSWDM}. Th
Design Manual ( Treatment re uirements in the KCS
WDM
Flow Control and Basic Water Quality for treatmant of storm water, the
anent practices (BMP? shall clearly demonstrate
g
To implement the required Best Manag a etnent
final engineering plans and technical information report (Ta) requirements for best man g
applicable design standards. The req The design engineer shall address the
compliance with all app ter 5 of the 2005 KCSWDM- documents for
practices are outlined in Chap plans and provide all necessary doc ments, notes,
applicable requiCements on the final alai shall i- eering ude all required covenants,
implementation. The final recorded
tothe required BW's for site development.
and other details to imp
g, The 100 -year
floodplain for any onsite streams or wetlands s�al�DM shown on the engineering
plans and the final plat per Special Requirement 2 of the K
m reveFnents are required to be constructed according to the 2007 King
i
1 p The following road d Construction Standards (KCRDC )
County Road Design an
internal access road (Road A} shalt be improved ata minimum to the end, unless
a. The in with a temporary cul de -sac at the northerly feet wide road
subaccess street standard; licant is proposing Sed road
.the app
roved by DDES. Note that the app applicant's proPo
aired 24 feet wide subaccess road. T e aRoad Standards is a
vs. the minimum req the King County
! which may r modified by the applicant during the finaallQengineering
d ineering
width in excess of the minimum requited by
voluntary propose ,
typlan review, provided that the minimum requirements of the King Coon
0
�.t�7t'l?ultl ticluncy Fire Marshal are
Standards are met and any alternative requirements of the King County
implemented. -roved at a
1481" Ave SE (west sde) shall be ilnp
FRONTAGE: The frontage along improvement shall meet the
b
minimum to the urban arteril 4 ll forOf s; KCRDCShis
Street requirements in Section
aired to
-improvement is req !n Si
e im raverrlent, a road lowering imce with the Stopping &t
In addition to the frontage ag 48`h Ave S1; in general comp
achieve sight distance along tfi 2008. The road lowering is on 148`h Ave SF from the
Distance Plan received ScPro�ltately 330 feet south.
Road A intersection to app Ave SE intersection per
c.
paired curb ramps shall be provided at the Road A/ 148`' A
Section 3.05 of the Y'CRDC - Preliminarysite
d. A school bus loading pad will be pro as conceptually shown on the
School Dtrict
plan (sheet 1 of 7) to accommodate the request contained in the Issaquah
letter dated 118107.
e. be considered according to the variance,
ModiFcations to
'the above road conditions may
provisions in Section l .l2 of the KCRDCS- roved by the
in proposed rights-of-way must be included within a franchise app
11 All utilities with p P
King County Council prior to final plat recording. Mitigation
l with King County Code 14.75,
12. The applicant ar subsequent owner shall comp y en l) pay the MPS fee at the
the required MPS fee and edh !m {ration fee as determine y
Payment System (MPS) c paying applicant has the option to
S fee at the time of building permit issuance- if the first
the applicable fee ordina2ncea the aN lata application and a note
final plat recording, ar ( ) P Ythe aired by King County Code 14.15,
tion is chosen, the fee paid shah at that reads)" "All fees egme o P pis chosen, the fee paid
option
option shall be placed on the face ofMPS)ahave been paid." If the second op
Payment System ( permit application
Mitigation
shall be the amount in effect as of the date of budding p act fees
County Code 21 A.43, which imposes imp
l bots within this subdlvtston are subject to Kin$ all be assessed and collected
13 velnents needed to serve new deveshn-lent. As a condi#!on of Fina
to fund school system lmpro of the impact fees due for the platplat receives final
N approval, fifty percent (50'/) using the fee schedules in effect when the P units in the
1 prior to the recording,
t; immediately p
loca
approval. Th
e balance of the assessed fee shall b � assuantce evenly to the dwelling
plat and shall be collected prior to building perms
access to or from 14S'h Ave SE frorn those lots which abut it.
'kk? i 4. There shall be no direct vehici r on the engineering plans and the final plat.
1 A note to this effect shall appeu
a
i n shall comply with the Critical A naK Code 21 A.24 160 shall also be
15. The proposeoutlined in K.C-C.
d subdlvts o and signs as specified
2l Aappora marking of sensitive areas and their buffers
24_ permanent survey marroval. Temporary laced el the site and shall remain in
addressed prior to hnalco construction fencing) shall be p
(e.g., with bright orangefeted.
place until all constriction activities are comp
LI
0
t D7p001Q-Delaney i to this
Plat review has identified the following specific requirements which apply
Prelirninary re ulrements from K.C.C• 21 A.24 shall also be addressed by the
l applicable4
project. All other
applicant.
W etiands
a. Wetland A is a Category
III wetland and shall have a 75 foot buffer as measured from the
wetland edge
orY Ill wetland and shall have a 75 foot buffer as measured m
b- Wetlands 131 is a Cate g
the wetland edge.
o II1 wetland and shall have a 75 foot buffer as measured from
c. Wetlands C, is a Cate g ry
the wetland edge-
o IV wetland and shall have a 50 foot buffer as measured
from
d.
Wetlands D, is a Cate g Category
the wetland edge. Preliminary plat
ds C and D
buffers for Wetlanmayb
e_ The be modified as proposed on the P
2008..
map dated September 8, (CAT) as shown
buffer laced in a Critical Area rm protection.
f. All wetlands and their Mal) dated September 8, 2008 for long
_� on the preliminary p Tracts and shall be
back
line is required fxom the edge of Critical Area T .
g A 15' building set ba
shown on all affected lots• shall be clearly marked with both
construction and erosion control fencing. Iiie fencing shall remain in
h. prior to constructi activities the CAT boundary
bright orange con lete.
place until all constrrrction activities are cornp between the adjoining
recording the applicant shall delineate the boundary cent survey
i. prior to plat iron or concrete markers as boundary
w>th permanent signs and
property and CATs using the CAT boundary Cedar
Standards. The applicant shall also identify Perm fence shall be
fencing along adjacent lots andlor recreationfour feet in height•
split -railed or similar and no more than Areas Section for review and approval
1 Engineering Plans shall be routed to the Critical
of the above conditions. tan and recorded plat.-
engineering p
k The following note shall be shown on the final eng CTS AND CPJTICAL
TRA
RESTRICTIONS Fop, �AS AND BUFFER
d buffer convey
s to the public a
area and buffer. This interest
Dedication of a critical area traci/critscal area an ub1�c
vegetation for all purposes that benefit the p
beneficial interest in theland n of nativetvege tracdcritic ar maintenance
includes the pre'd welfare,
t and animal habitat. The critical nd occupiers of
h safety and welfare, including control of surface water and erosion,
health, rotection of Plan
of slope stability= and P on all present and future owner
tract/critical area and buffer imposes up
I.u7t'Ot11 u-
the [and subject to the tract/critical area and buffer the obligation, enforceable on behalf
of the public by King County, to leave undisturbed all trees and other vegetation within
the tract/critical area and buffer_ —he vegetation within the tract/critical area and buffer
may not be cut, pruned, covered by fill, removed or damaged without approval in writing
from the King County Department of Development and Environmental Services or its
successor agency, unless otherwise provided by law.
The common boundary between the tract/critical area and buffer and the area of
development activity must be marked or otherwise flagged to the satisfaction of ]Ging
County prior to any clearing, grading, building construction or other development
activity on a lot subject to the critical area tract/critical area and buffer. The required
marking or ]'lagging shall remain in place until all development proposal activities in the
vicinity of the critical area are completed.
No building foundations are allowed beyond the required 15 -foot building setback line,
unless otherwise provided by law.
17. Suitable recreation space shall be provided consistent with the requirements of K.C.C.
21A.14.180 and K.C.C_ 21 A. 14.190 (i.e., sport court[s), children's play equipment, picnic
table[s], benches, etc.).
a. A detailed recreation space plan (i.e., location, area calculations, dimensions, landscape
specs; equipment specs, etc.) shall be submitted for review and approval by DDES and
]Ging County Parks prior to or concurrent with the submittal of engineering plans.
b. A performance bond for recreation space improvements shall be posted prior to
recording of the plat.
18. A homeowners' association or other workable organization shall be established to the satisfaction
of DDES which provides for the ownership and continued maintenance of the recreation, open
space and/or sensitive area tract(s).
19. Street trees shall be provided as follows (per KCR.DCS 5.03 and K.C.C. 21A.16.050):
a. Trees shall be planted at a rate of one tree for every 40 feet of frontage along all roads.
Spacing may be modified to accommodate sight distance requirements for driveways and
intersections_
b_ Trees shall be located within the street right-of-way and planted in accordance with
Drawing No. 5-009 of the 2007 KCRDCS unless King County Department of
Transportation determines that trees should not be located in the street right-of-way.
If King County determines that the required street trees should not be located within the
right-of-way, they shall be located no more than 20 feet from the street right-of-way line.
d. The trees shall be owned and maintained by the abutting lot owners or the homeowners
association or other workable organization unless the county has adopted a maintenance
program. Ownership and maintenance shall be noted on the face of the final recorded
plat.
0
L07P0010— Delaney
46
The species of trees shall be approved by DDES if located within the right-of-way, and
shall not include poplar, cottonwood, soft maples, guns, any fruit -bearing trees, or any
other tree or shrub whose roots are likely to obstruct sanitary or storm sewers, or that is
not compatible with overhead utility lines.
The applicant shall submit a street tree plan and bond quantity sheet for review and
approval by DDES prior to engineering plan approval.
g. The applicant shall contact Metro Service Planning at (206) 684-1622 to determine if
148'1' Ave SE is on a bits route. If so, the street tree plan shall also be reviewed by
Metro.
h. The street trees roust be installed and inspected, or a performance bond posted prior to
recording of the plat. If a performance bond is posted, the street trees must be installed
and inspected within one year of recording of the plat. At the time of inspection, if the
trees are found to be installed per the approved plan, a maintenance bond must be
submitted or the performance bond replaced with a maintenance bond, and held for one
year. After one year, the maintenance bond may be released after DDES has completed a
second inspection and determined that the trees have been kept healthy and thriving.
2o. To implement K.C.C. 16.81) 56 which applies to the site, a detailed tree retention plan shall be
submitted with the engineering plans for the subject plat. The tree retention plan (and
engineering plans) shall be consistent with the requirements of K.C.C. 16.$2.156_ No clearing of
the subject property is permitted until the final tree retention plan is approved by LUSD_
F lagging and temporary fencing of trees to be retained shall be provided, consistent with K.C.C.
16.82.156. The placement of impervious surfaces, fill material, excavation work, or the storage
of construction materials is prohibited within the fenced areas around preserved trees, except for
grading work permitted pursuant io K.C.C. 16.$2.156.
A note shall be placed on the final plat indicating that the trees shown to be retained on the tree
retention plan shalI be maintained by the future owners of the proposed lots, consistent with
K.C.C. (Note that the tree retention plan shall be included as part of the final engineering plans
for the subject plat.)
ORDERED this 6th day of January, 2009.
] e�140�Color
King County Hearing Examiner pro tem
NOTICE OF RIGHT TO APPEAL
In order to appeal the decision of the Examiner, written notice of appeal must be filed with the Clerk of
the King County Council with a fee of $250.00 (check payable to King County Office of Finance) on or
hefore January 20, 2049. If notice of appeal is filed, the original and six (6) copies of written appeal
statement specifying the basis for the appeal and argument in support of the appeal must be filed with the
Clerk of the King County Council on or before January 27, 2009_ Appeal statements may refer only to
facts contained in the hearing record; new facts may not be presented on appeal_
•
1.07P00I4-- [7clnncy
0
Filing requires actual delivery to the Office of the Clerk of the Council, Room 1025, King County
Courthouse, 516 3"1 Avenue, Seattle, Washington 98104, prior to the close of business (4.30 p -in.) on the
date due. Prior mailing, is not sufficient if actual receipt by the Clerk does not occur within the
applicable time period. The Examiner does not have authority to extend the time period unless the Office
of the Cleric is not open on the specified closing date, in which event delivery prior to the close of
business on the next business day is sufficient to meet the filing requirement.
If a written notice of appeal and filing tee are not filed within fourteen (14) calendar days of the date of
this report, or if a written appeal statement and argument are not filed within twenty-one (2 1) calendar
days of the date of this report, the decision of the hearing examiner contained herein shall be the final
decision of King County without the need for further action by the Council.
MINUTES OF THE DECEMBER 16, 2008, PUBLIC HEARING ON DEPARTMENT OF
DEVELOPMENT AND ENVIRONMENTAL SERVICES FILE NO. L07P0010.
Jaynes N. O'Connor was the Hearing Examiner in this matter. Participating in the hearing were Kimberly
Claussen and Bruce Whittaker representing the Department and Matt Hough representing the Applicant.
The following Exhibits were offered and entered into the record:
Exhibit No. 1
Department of Development and Environmental Services (DDES) file no. L07POO I0
Exhibit No. 2
DDES Preliminary Report, dated December 16, 2008
.Exhibit No. 3
Application for Land Use Permits received July 24, 2007
Exhibit No. 4
State Environmental Policy Act ($EPA) checklist received July 24, 2007
Exhibit No. 5
SEPA Determination of Non -Significance issued October 17, 2008
Exhibit No, 6
Affidavit of Posting indicating a posting date of August 29, 2007, received by DDES
on August 30, 2007
Exhibit No. 7
Preliminary Plat map, revised September 25, 2008, received September 29, 2008
Exhibit No. S
King County Assessor maps. SW 11-23-05, dated March 17, 2006; NW 11-23-05,
dated January 26, 2007; SE 10-23-05, dated April 11, 2006; NE 10-23-05, dated June
26, 2007
Exhibit No. 9
Level 1 Offsite Analysis dated July 20, 2007
Exhibit No. 10
December 17, 2007 Revised Level I Offsite Analysis
Exhibit No_ 1 l
Wetland and Wildlife Assessment dated July 19, 2007
Exhibit No. 12
Addendum to Wetland and Wildlife Assessment dated December 13, 2007
Exhibit No. 13
January 31, 2008 Addendum to Wetland and Wildlife Assessment
Exhibit No. 14
Traffic Impact Analysis dated July 17, 2007
Exhibit No. 15
December 18, 2007 Supplement to Traffic Impact Analysis
Exhibit No. 16
Preliminary Grading and Drainage plan revised January 29, 2008
Exhibit No. 17a
Gregg Zimmerman, City of Renton, letter regarding applicable road standards for
proposed plat, dated September 28, 2007
Exhibit No. 17b,
Gregg Zirnmerman, City of Renton, letter regarding SERA decision, dated October 28,
2008
Exhibit No. 18
Public comments of Claudia Donnelly regarding downstream (from proposed plat)
flooding, received November 6, 2008
Exhibit No. 19
Entering Sight Distance plan, revised September 25, 2008
ExhibitNo. 20
School Walk map dated July 20, 2007
JNOC:gao
L07POO10 RPT
0
0
January 6, 2009
OFFICE OF THE HEARING EXAMINER
K NG COUNTY, WASHINGTON
400 Yesler Way, Room 404
Seattle, Washington 98104
Telephone (206) 296-4660
Facsimile (206) 296-1654
Email hearin xamin kin coon . ov
CERTIFICATE OF SERVICE
SUBJECT: Department of Development and Environmental Services pile No. L07POO10
DELANEY PARK
Preliminary Plat Application
1, Ginger Ohrmundt, certify under penalty of perjury under the laws of the State of Washington
that I transmitted the Report and Decision to the following parties of
record and interested
persons:
Terra Behan
Brian Berg
Claudia Donnelly
11920 - 148th Ave. SE
12035 - 148th Ave. SE
10415 - 147th Ave. SE
Renton WA 98059
Renton WA 98059
Renton WA 98059
Gwendolyn High
Jaymarc Development
Mead Gilman 8t Assoc.
C.A.R.E.
555 S Renton Village Pl Ste. 775
Shane Barnes
P.O. Box 2936
Renton WA 98055
P.O_ Box 289
Woodinville WA 98072
Renton WA 98059
Rick Burnstead Const.
Jamie Schroeder
Seattle KC Health Dept.
11980 NE 24th St., Ste 200
733 - 7th Ave., Ste. 100
14350 SE Eastgate Way
Bellevue WA 98005
Kirkland WA 98033
Bellevue WA 98007
Mack Shultz
Gregg Zimmerman
Steve Bottheim
12249 - 147th Ave. SE
City of Renton
DDES-LUSD
Renton WA 98059
1055 S Grady Way
MS OAK -DE -0I00
Renton WA 98057
Kim Claussen
Lisa Dinsmore
Nick Gillen
DDES-LUSD
DDES-LUSD
DDES-LUSD
MS OAK -DE -0100
MS OAK -DE -0100
MS OAK -DE -0100
Kristen Langley
Steve Townsend
Larry West
DDES-LUSD
DDES-LUSD
DDES-LUSD
MS OAK -DE -0100
MS OAK -DE -0100
MS OAK -DE -0100
Kelly Whiting
Bruce Whittaker
DOT -Rd Svcs
DDES-LUSD
MS KSC-TR-0231
MS OAK -DE -0100
® EMAILED to all County
staff listed as parties of record/interested persons and primary
parties with a-rnail addresses on record.
a
I .() 71 00 I () De 123110 V hiLrk
UD deposited with the United States Postal Service, with sufficient postage, as FIRST CLASS
MAIL, in an envelope addressed to the non -County employee parties Of rccordlintcrestcd
persons at the addresses indicated on the list attached to the original Certificate of Service,
® sent via County INTEROFFICE MAIL to County staff on the list attached to the original
Certificate of Service,
DATED January 6, 2009.
Ginger Ohrmundt
Legislative Secretary
/gao
L07POGIO RPT CRT
0
01
r0 611 VISAS, I
December 13, 2010
Arneta Henninger
City of Renton
1055 S. Grady Way
Renton, Wa 98057
RE: Delaney Park Final Plat LUA 10-048FP
Please find the following along with attachments in response to your November 24`h 2010 letter.
Final Plat Recoding Concerns:
There is a distance noted as L1 on sheet 5 of 5 which is not listed in the Tag Table.
Ll was added to sheet 5.
Sheets 4 and 5 of 5 note a 9' Utilities Easement and references the Easement Provisions on sheet 2 but there
is no mention of a 9' easement. Any such reference needs to be as specific as to which of the numbered
provisions applies.
Sheets 4 and 5 were updated to read "10' UTILITIES EASEMENT, SEE EASEMENT PROVISIONS,
SHEET 2 ".
The 'Complete' City of Renton Monument Cards, received are inadequate. There should be a minimum of 3
ties per monument and the tie should be to a lead and tack or other well defined position or marker;
infrastructure items are not considered stable enough for this purpose. These need to be completed prior to
project closeout and prior to recording.
The monument cards have been completed and each is tied to 3 lead and tacks shown on the final plat.
An updated plat certificate will be required for approval of the plat. This needs to be submitted to the City
attention Ms. Henninger.
An updated plat cert. is attached.
Planning Comments:
Condition No. 16 (Wetlands). Wetlands "A", "B", and "C" are Category III wetlands and require a 75 -foot
buffer. Sheet 3 of 5 of the plat shows that Wetland C only has a 50 foot buffer (Condition 16.c). However,
Condition 16.e indicated that buffer for Wetlands "C" and "D" may be modified as iproposed on a
Preliminary Plat map dated September 8, 2008. Please provide a copy of this plat map and explain the
difference (the steps that were taken to get from 75 to 50).
The wetland delineation and buffers were determined in the Wetland and Fflildlife Assessment Report " '^
prepared by Raedeke Associates, Inc., dated July 19, 2007 and report addendum dated December 13,
2007 and final addendum issued on January 31, 2008. Buffer width averaging was utilized surrounding �q
Wetland C as detailed in the January 31, 2008 technical memorandum. This memorandum has been 1
provided along with the plat map referenced in the Hearing Examiner's report for your file. Please note °.
that we have provided the Preliminary Plat Map revised September 25, 2008 as described in Exhibit No.
7 of the HE report. This is the final map approved with the decision.
See sheet 3 of 5 on the final plat. The plat drawing needs to make the individual wetland boundaries clearly
labeled so there is no doubt which one is Wetland A, Wetland B and Wetland C.
The plat now specifies which wetland is which.
11980 N.E. 24th 5t...Sune ?00, Aellevue., IVA 98005-157/6 425 4S4 1900 fax: 42)- 990 3,191
0 0
The Buffer Mitigation Plan prepared by Raedeke Associates, Inc (drawn May 17, 2010 and approved on
May 28, 2010) must be complied with. A surety device (cash set aside, letter of credit, or assignment of
funds) equal to 125% of the cost of plantings is required and can be released upon successful completion of
installation. An additional surety device equivalent to 125$ of the cost to monitor the site for the 3 years
specified is required to be submitted. Monitoring reports are due to the City of Renton at the completion of
each of the three years. If the buffer restoration does not meet performance standards as specified in the
plan, the three year monitoring period will start over.
The buffer plantings are being installed currently. Rick Burnstead Construction will provide a surety for
the three year monitoring.
Declaration of Covenants, Conditions, and Restrictions:
The City Attorney has reviewed the CC& R and has the following comments.
I have reviewed the Declaration. Focusing on what is important for Renton, there are two things that must
be added to Article X, entitled Maintenance of Lots. The language that we require is: "Based on the
Association's responsibility to maintain the property and to maintain policies of general liability insurance,
the Association and or its members many not discharge, dissolve or withdraw the authority of the
Association without prior notice to and approval of the City of Renton".
"For purposes of maintenance, and based on the City of Renton's interest in appropriate maintenance and
insurance coverage of the property and or land owners, it is agreed that Renton has the authority to enforce
the section entitled Maintenance of Lots (Article X) or its equivalent any court of appropriate jurisdiction.
Additionally, reading Article IX, Section 3, subsection c, entitled Maintenance, and it refers to Article III,
Section 12. Article III, Section 12 refers to oil and mining, not maintenance. All other errors or
typographical errors do not appear to relate to Renton's interest in this Declaration or the project, and as a
result we have no comment about them.
If the aforementioned language can be included and if the proper section is referred to in Article IX, Section
3, subsection c, we will approve the Declaration as to form.
If you have already made the above corrections in your CC&R original documents please keep the
document until we are ready to record. I will contact you at that time and request that the original signed
document be submitted with the final plat mylars.
The CC&R's have been amended to incorporate the above changes and await recording.
Final Plat Conditions
Referring to the King County Hearing Examiners report page 4 item 1 which says, "All persons having an
ownership interest in the subject property shall sign on the face of the final plat a dedication that includes
the language set forth in King County Council Motion No 5952." Please explain, in detail, how that
statement is satisfied.
The Dedication/Certification on Sheet I of the final plat has been modified to include King Couriti
lanquage as stated in Motion No. 5952.
Item 8 (page 5). This refers to implementing the required Best Management Practices (BMP's ) for
treatment of stormwater. Please have you engineer provide a statement as to how this condition was
addressed.
The required BMP's for treatment of storm water were addressed in the final engineering plans and
technical information report in accordance with the 2005 KCSWDM. The use of dispersion trenches for
roof drainage on Lot 11, 12, 13, and 14 satisfy the required BMP requirements.
Item 9. Please tell your engineer that the location of the 100 -yr floodplain shall be shown on the asbuilt
drawings.
The location of the 100 yr floodplain is shown on sheets C0.20 and C2.01 of the plans.
Item 10 b. Please verify that the frontage improvements are complete and verify that the paired ramps are
installed. I need this information for the report. Please have your engineer provide the information he has
prepared on the road lowering.
The frontage improvements have been designed to meet the entering= and stopping site distance
requirements. A more detailed design analysis was completed during the final design and the required
stopping sight distance is achieved with the as -built conditions along 14e Ave SE per City Renton and
AASHTO design standards. The Stopping Sight Distance Exhibit is attached for your records. Also it
has been verified Mat the paired taps shown on the construction plans are installed in the field.
Item 14. This is regarding no vehicular access to Nile Ave NE. Please advise your engineer that the asbuilt
drawings need to duplicate the note that is on the final plat under the CCR sheet 2, note 1.
The note has been added to the asbuilt drawings on sheets C2.02 and C2.03.
Item 16 e (sheet 7). Were the buffers modified? I need a comment here.
The wetland buffers were modified using buffer averaging criteria during the preliminary plat approval
process. The correspondence and final approved preliminary plat map are provided for your records.
Item 17 is regarding the recreation space. Please provide a statue report on the recreation space; is
construction complete or will it be complete prior to recording" If not then you will need to till out an
application to request a deferral for the installation of this improvement.
The recreation space will be completed prior to recording.
General:
Please include a neighborhood detail map and a separate map that shows the lot layout (each 8 '/z" x 11 "
with the next submittal. I need a clean copy to attach to the report. I am including examples of what I need
to include in my report. For the neighborhood neap you could even us the Mead Gilman map just rcmove
the dark shading and letter the site. The lot layout map, also 8 '/7"x 11" just needs to show Nile Ave NE, all
of the lots numbered, NE 7th Pl, Lyons Ave NE and the Tract A. All maps, of course, need to include a
north arrow.
See attached detail map and lot layout map.
Please let me know if you need any further information.
Sincerely,
Paula Judson
Rick Burnstead Construction LLC
425.454.1900 x 242
paula@burnstead.com
r y` 0 0
October 20, 2010
City of Renton Planning Division
1055 South Grady Way
Renton, WA 98057
RE: Delaney Park Plat (King County File # L07P0010)
Attn: Arneta Henniger
The following is our confirmation of compliance with all the Conditions of Plat Approval as listed
on April 29th, 2009 Memorandum from Jennifer Henning to Arneta Henninger.
1. Applicant must comply with platting provisions of King County Title 19A. (condition 1)
• Ongoing, complying with King County Title 19A.
2. Base density and minimum density requirement of the R-4 Zone. (condition 3)
• Density Calcs provided for both King County as well as City of Renton. Note: Zoning
requirements for setbacks and coverages are vested to King County per pre plat approval.
3. Future residences are required to be sprinklered unless requirement is removed by the
responsible Fire Marshal. (condition 5)
• Sprinkler requirement removed as road constructed is 36 feet wide, curb to curb.
4. The 100 year floodplain for any onsite streams or wetlands shall be shown on the engineering
plans and the final plat. (condition 9)
• The 100 year flood plan is shown on sheet 3 of 5.
5. The school bus turnaround required by the King County Hearing Examiner has been provided.
(condition 10A)
• The school bus loading pad has been installed per construction drawing just to the South of
the intersection of Nile Ave NE and NE 7th Place.
6. Mitigation fees shall be paid prior to recording. This includes the applicable Transportation,
Parks and Fire Mitigation Fees. (condition 12)
• Note #1, under Conditions, Covenants, & Restrictions on sheet 2 of 5.
7. School impact fees for the Issaquah School District are required, and will be due prior to
building permit issuance for the individual lots. (condition 13)
• Note #2, under Conditions, Covenants, & Restrictions on sheet 2 of 5.
8. A note shall be added to the Final Plat that there shall be no direct vehicular access to or from
148th Ave ASE from those lots which abut it. (condition 14)
• Note #3, under Conditions, Covenants, & Restrictions on sheet 2 of 5.
9. Comply with King County Critical Areas Code. (condition 15)
• Bright orange fence is in place per King County Critical Codes. Critical Area signs will be
installed prior to final plat.
10. A Critical Areas Tract (CAT) shall be created for the wetlands. The tract shall conform with
the September 8, 2008 Preliminary Plat Map. Prior to recording, permanent signs and fencing
along the adjacent lots and/or recreation tracts is required. The permanent fence shall be cedar
split rail or similar and no more than 4 feet in height. (condition 16)
•Tract is dedicated on Sheet #I under Dedication, and shown on sheet 3 of 5.
11. A 15 foot setback from the edge of the Critical Area Tract shall be shown on all affected lots.
(condition 16)
• Shown on sheet 5 of 5.
12. Bright orange construction fencing must be used to clearly mark the Critical Areas Tract
boundary prior to clearing and grading. (condition 16)
• Installation of construction fencing marking CAT and the clearing and grading are
complete.
13. The required notes on the face of the plat regarding the Critical Areas Tract shall reference
City of Renton rather than King County. Instead of Department of Development and
Environmental Services, the reference should be City of Renton Community and Economic
Development (CED). (condition 16)
• See Restrictions for critical area tracts and critical areas and buffers on sheet 2 of 5.
14. A detailed recreation space plan is required. (condition 17)
• See recreation space plan, page L-3 of approved Construction Drawings:'
15. A landscape plan indicating trees to be planted every 40 feet along the frontage of all roads is
required. (condition 19.a)
• See landscape plan, page L-1, L-2 of approved Construction Drawings.
16. A Homeowner's Association will need to be created for the maintenance f common
improvements and street trees. Street trees may be maintained by the abutting property owners if
stated as such on the face of the final recorded plat. (condition 19.d)
•Note #4, under Conditions, Covenants, & Restrictions on sheet 2 of 5.
17. A detailed tree retention plan is required. A note shall be placed on the face of the final plat
notifying future owners of the proposed lots, that the trees shown must be retained. (condition 20)
• Note #5, under Conditions, Covenants, & Restrictions on sheet 2 of 5.
Sincerely,
Paula Judson
Rick Bumstead Construction Co
425.454.1900 x 242
aulaoburnstead.com
10 E S pF
1t �
The btate o - t"ngtott
Secretaryy'_'4
of state
I, SAM REED, Secretary of State of the State of Washington and custodian of its seal,
hereby issue this iI
y Of Renton
P1'qn'1"t19 Division
CERTIFICATE OF INCORPORATION
�;UG .1 3 1011„
to RL't:-' EQVE0
DELANEY PARK HOMEOWNERS ASSOCIATION
a/an WA Non -Profit Corporation. Charter documents are effective on the date indicated
below.
pll�
4�1
Date: 7/30/2010
UBI Number: 603-037-905
APPID: 1793085
Given under my hand and the Seal of the State
of Washington at Olympia, the State Capital
Sam Reed, Secretary of State
Web date: 10!28!2005
SUBDIVISION DENSITY &
King county DIMENSION CALCULATIONS
Department of Development and Environmental Services
Land Use Services Division
900 Oakesdale Avenue Southwest itv of Berton
Renton, Washington 98055-1219 For alternate formats, call 206-296-6600.
206-296-6600 TTY 206-296-7217
I Ff� n n Division
File Number
(To be filled in by DDES)
PRELIMINARY SUBDIVISION WORKSHEET RELATING TO DENSITY AND DIMENSIONS
Several development regulations play a role in the creation of a subdivision within King County. Determining
the allowable density, minimum density, and a lot width on a piece of property can be confusing. This
worksheet will assist you in correctly applying specific portions of the code and will be used to determine if a
proposed subdivision or short subdivision meets the density and dimensions provisions of the King County
Zoning Code (Title 21A). This worksheet is designed to assist applicants and does not replace compliance with
adopted local, state and federal laws.
Pre -application conferences are required prior to submittal of a subdivision or short subdivision. These
conferences help to clarify issues and answer questions. They may save you both time and money by
eliminating delays resulting from requests for additional information and revisions. You may call 206-296-6600
to find out how to arrange for a pre -application conference.
Worksheet Prepared By:
Subdivision Name:
Jamie B. Schroeder, PE
(Print Name)
Park
Comprehensive Plan Land Use Designation
Zoning:
R-4
11IN
Date: 06/28/07
If more than one Comprehensive Plan Land Use designation or zone classification exists for the property, show
the boundary between the land uses or zones and the area within each on the preliminary plat map. If a single
lot is divided by a zone boundary, transferring density across zones on that lot may be permitted subject to the
provisions of K.C.C. 21A.12.200.
PLEASE COMPLETE ONLY THE APPLICABLE PORTIONS OF THIS FORM
1. Site Area (K.C.C. 21A.06.1172) also see (K.C.C. 21A.12.080):
Site area (in square feet) is the gross horizontal area of the project site, less submerged lands as defined by
K.C.C. 21A.06.1265, and less areas which are required to be dedicated on the perimeter of a project site for
the public rights-of-way.
3,049 square feet in submerged land (any land below the ordinary high water
mark — see K.C.C. 21A.06.825)
+ 3,560 square feet in perimeter rights-of-way which will be required to be
dedicated
6,609 Total
Kin9CoDensityDimens1onCWcF0RM 1c-cal-subden.pdf 10/26/2005 Page 1 of 6
Calculation:
0 0
383,891 Gross horizontal area of the project site
— 6,609 Total submerged lands and rights-of-way
377,282 Site area in square feet
NOTE: To continue calculations, convert site area in square feet to acres by
dividing by 43,560
8.66 Site area in acres
NOTE: When calculating the site area for parcels in the RA Zone, if the site
area should result in a fraction of an acre, the following shall apply:
Fractions of .50 or above shall be rounded up to the next whole
number and fractions below .50 shall be rounded down. Example: If
the site area in acres is 19.5 acres (less the submerged land and
less the area that is required to be dedicated on the perimeter of a
project site for public right-of-way) the site area can be rounded up to
20 acres. No further rounding is allowed. (See K.C.C. 21A.12.080)
II. Base Density (K.C.C. 21A.12.030 -.040 tables):
The base density is determined by the zone designations(s) for the lot.
R-4 du/acre
III. Allowable Dwelling Units and Rounding (K.C.C. 21A.12.070):
The base number of dwelling units is calculated by multiplying the site area by the base density in dwelling
units per acre (from K.C.C. 21A.12.030 -.040 tables).
0
site area in acres (see Section 1.) X
32 allowable dwelling units
4 base density (see Section II)
Except as noted below, when calculations result in a fraction, the fraction is rounded to the nearest whole
number as follows:
A. Fractions of .50 or above shall be rounded up; and
B. Fractions below .50 shall be rounded down.
NOTE: For parcels in the RA Zone, no rounding is allowed when calculating the allowable number of dwelling
units. For example, if the calculation of the number of dwelling units equaled 2.75, the result would be 2
dwelling units. Rounding up to 3 is not allowed. (See K.C.C. 21A.12.070(E).)
IV. Required On-site Recreation Space (K.C.C. 21A.14.180):
This section must be completed only if the proposal is a residential development if more than four dwelling
units in the UR and R zones, stand-alone townhouses in the NB zone on property designated Commercial
Outside of Center if more than four units, or any mixed use development if more than four units. Recreation
space must be computed by multiplying the recreation space requirement per unit type by the proposed
number of such dwelling units (K.C.C. 21A.14.180). Note: King County has the discretion to accept a fee in
lieu of all or a portion of the required recreation space per K.C.C. 21A.14.185.
Apartments and town houses developed at a density greater than eight units per acre, and mixed use must
provide recreational space as follows:
90 square feet X proposed number of studio and one bedroom units
170 square feet X proposed number of two bedroom units
170 square feet X proposed number of three or more bedroom units
Recreation space requirement
KC ngCoDensityDimenslonCalcFORM lc-cal-subden.pdf 10/26/2005 Page 2 of 6
i
Required On-site Recreation Space Continued
0
Residential subdivisions, townhouses and apartments developed at a density of eight units or less per acre
must provide recreational space as follows -
390 square feet X
27 proposed number of units
Mobile home parks shall provide recreational space as follows:
260 square feet X proposed number of units =
V. Net Buildable Area (K.C.C. 21A.06.797):
10,530
This section is used for computing minimum density and must be completed only if the site is located in the R-4
through R-48 zones and designated Urban by the King County Comprehensive Plan. The net buildable area is
the site area (see Section 1) less the following areas:
areas within a project site which are required to be dedicated for public rights-of-way in
excess of sixty (60') of width
+ 179,702 critical areas and their buffers, to the extent they are required by King County to
remain undeveloped
+ areas required for above ground stormwater control facilities including, but not limited to,
retention/detention ponds, biofiltration swales and setbacks from such ponds and swales
+ 10,530 areas required by King County to be dedicated or reserved as on-site recreation areas.
Deduct area within stormwater control facility if requesting recreation space credit as allowed by K.C.0
21A.14.180 (see Section IV)
+ regional utility corridors, and
+ other areas, excluding setbacks, required by King County to remain undeveloped
190,232 Total reductions
Calculation:
352,185 site area in square feet (see Section1)
190,232 Total reductions
_ 161,953 Net buildable area in square feet NOTE: convert site area is square feet to
acres by dividing by 43,560
= 4.00 Net buildable area in acres
Vl. Minimum Urban Residential Density (K.C.C. 21A.12.060):
The minimum density requirement applies only to the R-4 through R-48 zones. Minimum density is determined
by multiplying the base density in dwelling units per acre (see Section 11) by the net buildable area of the site in
acres (see Section V) and then multiplying the resulting product by the minimum density percentage from the
K.C.C. 21A.12.030 table. The minimum density requirements may be phased or waived by King County in
certain cases. (See K.C.C. 21A.12.060.) Also, the minimum density requirement does not apply to properties
zoned R-4 located within the rural town of Fall City. (See K.C.C. 21A.12.030(B)12.)
Calculation:
4 base density in du/ac (see Section II) X 4 Net buildable area in acres (see Section V)
0.85 X minimum density % set forth in K.C.C. 21A.12.030 or as adjusted in Section VII
= 14 minimum dwelling units required
King CcDensityDimens ion CalcFORM lc-cal-subden.pdf 1012612005
Page 3 of 6
VII. Minimum Density Adjustments for Moderate Slopes (K.C.C. 21A.12.087):
Residential developments in the R-4, R-6 and R-8 zones may modify the minimum density factor in K.C.C.
21A.12.030 based on the weighted average slope of the net buildable area of the site (see Section V). To
determine the weighted average slope, a topographic survey is required to calculate the net buildable area(s)
within each of the following slope increments and then multiplying the number of square feet in each slope
increment by the median slope value of each slope increment as follows:
sq. ft 0-5% slope increment X 2.5% median slope value =
+ sq. ft 5-10% slope increment X 7.5% median slope value =
+ sq. ft 10-15% slope increment X 12.5% median slope value =
+ sq_ ft 15-20% slope increment X 17.5% median slope value =
+ sq_ ft 20-25% slope increment X 22.5% median slope value =
+ sq. ft 25-30% slope increment X 27.5% median slope value =
+ sq. ft 30-35% slope increment X 32.5% median slope value =
+ sq. ft 35-40% slope increment X 37.5% median slope value =
Total square feet
in net buildable area
Total square feet
adjusted for slope
Calculation:
total square feet adjusted for slope divided by total square feet in net buildable area
= weighted average slope of net buildable area
= % (Note: multiply by 100 to convert to percent — round up to nearest whole percent)
Use the table below to determine the minimum density factor. This density is substituted for the minimum density
factor in K.C.C. 21A.12.030 table when calculating the minimum density as shown in Section VI of this worksheet.
Weighted Average Slope of Net
Minimum Density Factor
Buildable Area(s) of Site:
0% -- less than 5%
85%
5% -- less than 15%
83%, less 1.5% each 1 % of
average slope in excess of 5%
15% -- less than 40%
66%, less 2.0% for each 1 % of
average slope in excess of 15%
EXAMPLE CALCULATION FOR MINIMUM DENSITY ADJUSTMENTS FOR MODERATE SLOPES:
sq. ft 0-5% slope increment X 2.5% median slope value =
+ 10,000 sq. ft 5-10% slope increment X 7.5% median slope value = 750 +
+ 20,000 sq. ft 10-15% slope increment X 12.5% median slope value = 2,500 +
+ sq. ft 15-20% slope increment X 17.5% median slope value = +
+ sq. ft 20-25% slope increment X 22.5% median slope value = +
+ sq. ft 25-30% slope increment X 27.5% median slope value = +
+ sq. ft 30-35% slope increment X 32.5% median slope value = +
+ sq. ft. 35-40% slope increment X 37.5 % median slope value = +
30,000 Total square feet 3,250 Total square feet
in net buildable area adjusted for slope
3,250 Total square feet adjusted for slope divided by 30,000 Total square feet in net buildable area
.108333 Weighted average slope of net buildable area
11 % (Note: multiply by 100 to convert to percent — round up to nearest whole percent)
Using the table above, an 11 % weighted average slope of net buildable area falls within the 5% -- less than 15%
range which has a minimum density factor of 83%, less 1.5% for each 1 % of average slope in excess of 5%. Since
11% is 6% above 5%, multiply 6 times 1.5 which would equal 9%. Subtract 9% from 83% for an adjusted minimum
density factor of 74%. This replaces the minimum density factor in K.C.C. 21A.12.030 table.
KingCoDensityDimensionCal cFORM Ir-cal-subden.pdf 1012612005 Page 4 of 6
Vlll. Maximum Dwelling Units Allowed (K.C.C. 21A.12.030 -.040):
This section should be completed only if the proposal includes application of residential density incentives
(K.C.C. 21A.34) or transfer of density rights (K.C.C. 21A.37). Maximum density is calculated by adding the
bonus or transfer units authorized to the base units calculated in Section III of this worksheet. The maximum
density permitted through residential density incentives is 150 percent of the base density (see Section ll) of
the underlying zoning of the development or 200 percent of the base density for proposals with 100 percent
affordable units. The maximum density permitted through transfer of density rights is 150 percent of the base
density (see Section ll) of the underlying zoning of the development.
base density in dwelling units per acre see (Section II) X 150% =
maximum density in dwelling units per acre X site area in acres =
maximum dwelling units allowed utilizing density incentives (K.C.C. 21A.34)
base density in dwelling units per acre (see Section II) X 200% =
maximum density in dwelling units per acre X site area in acres =
maximum dwelling units allowed utilizing density incentives with 100 percent affordable units (K.C.0
base density in dwelling units per acre (see Section ll) X 150% =
maximum density in dwelling units per acre X site area in acres
maximum dwelling units allowed utilizing density transfers (K.C,C. 21A.37)
Calculation:
base allowable dwelling units calculated in Section III
bonus units authorized by K.C.C. 21A.34
transfer units authorized by K.C.C. 21A.37
total dwelling units (cannot exceed maximum calculated above)
Ix. Minimum Lot Area For Construction (K.C.C. 21A.12.100):
Except as provided for nonconformances in K.C.C. 21A.32:
maximum density
maximum density
21A.34)
maximum density
A. In the UR and R zones, no construction shall be permitted on a lot that contains an area of less than
2,500 square feet or that does not comply with the applicable minimum lot width, except for townhouse
developments, zero -lot -line subdivisions, or lots created prior to February 2, 1995, in a recorded
subdivision or short subdivision which complied with applicable laws, and;
B. In the A, F, or RA Zones:
1. Construction shall not be permitted on a lot containing less than 5,000 square feet; and
2. Construction shall be limited to one dwelling unit and residential accessory uses for lots containing
greater than 5,000 square feet, but less than 12,500 square feet. (K.C.C. 21A.12.100)
KingCoDensityDimensionCaicFORM lc-cal-subden.pdf 10/2612005 Page 5 of 6
i
X. Lot Width (K.C.C. 21A.12.050(B)):
Lot widths shall be measured by scaling a circle of the applicable diameter within the boundaries Of the lot as
shown below, provided than an access easement shall not be included within the circle. (See K.C.C.
21 A.12.050).
Lot Width Measurement
Check out the DDES Web site at www.metrokc.govlddes
KingCoDensityDimens€onCaICFORM lo-cal-subden.pdf 10/2612005 Page 6 of 6
DENSITY
WORKSHEET
City of Renton Development Services Division
1055 South Grady Way -Renton, WA 98055
Phone: 425-430-7200 Fax; 425-430-7231
1. Gross area of property:
1. 383,891 square feet
2. Deductions: Certain areas are excluded from density calculations.
These include:
Public streets"
Private access easements"
Critical Areas*
Total excluded area:
3. Subtract line 2 from line 1 for net area
4. Divide line 3 by 43,560 for net acreage:
5. Number of dwelling units or lots planned:
6. Divide line 5 by line 4 for net density:
38,856 square feet
0 square feet
53,429 square feet
2. 92,277 square feet
3. 291,614 square feet
4. 6.69 acres
5. 27 units/lots
6. 4.0 = dwelling units/acre
*Critical Areas are defined as "Areas determined by the City to be not suitable for
development and which are subject to the City's Critical Areas Regulations
including very high landslide areas, protected slopes, wetlands or floodways."
Critical areas buffers are not deductedlexcluded.
** Alleys (public or private) do not have to be excluded.
C:Tocutments and 5cttutgs1paula.13URi'STEADf[QlLocal SettingslTemporary Internet FileslOLKY%Rentondensity.doc
1 Last updated
m
CHICAGO TITLP,SURANCE COMPANY 0
701 FIFTH AVENUE, #2300, SEATTLE, WA 98104
ORDER NO:
YOUR NO:
UNIT NO:
LOAN NO:
PHONE: (206)628-5623
FAX: (0628-5657
SUPPLEMENTAL COMMITMENT #2
001240980
148TH AVE S.E_ - RENTON
10
0 R D 8 R R E F E R$ Iii C E I N F O R M A T I O N
SUPPLEMENTAL NUMBER: 2 OF THE SECOND CERTIFICATE
PURCHASER/BORROWER: RICK BURNSTEAD CONSTRUCTION CO.
PROPERTY ADDRESS:' WASHINGTON
Our Title Certificate dated LTULY 15, 2010 at 8:00 A.M. is supplemented as
follows:
v PARAGRAPH NUMBERS 5 THROUGH 11 HAVE BEEN AMENDED AS FOLLOWS:
N PARAGRAPH NUMBER 5:
AD 1. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF
FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER I OF
THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES):
YEAR: 2010
TAX ACCOUNT NUMBER: 3.02305-9368-C3
LEVY CODE: 2161
ASSESSED VALUE -LAND: $ 405,000.00
ASSESSED VALUE -IMPROVEMENTS: $ 108,000.00
GENERAL & SPECIAL TAXES: BILLED: $ 6,257.55
PAID: $ 6,257.55
UNPAID: $ 0.00
AFFECTS: PARCEL A
x PARAGRAPH NUMBER 6:
As 2. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF
FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF
THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES):
YEAR-- 2010
SEE NEXT PAGE
8UM0M2/RDA/QM
0 0
CHICAGO TITLE INSURANCE COMPANY
Order No.: 1240980
Your No.: 148TH AVE S _ E _
Unit No.: 10
SUPPLEMENTAL COMMITMENT
(Continued)
TAX ACCOUNT NUMBER: 102305-9350-03
LEVY CODE: 2161
ASSESSED VALUE -LAND: $ 236,000.00
ASSESSED VALUE -IMPROVEMENTS: $ 0.00
GENERAL & SPECIAL TAXES:
AFFECTS: PARCEL B
As PARAGRAPH NUMBER 7:
BILLED: $ 2,788.61
PAID: $ 2,788.61
UNPAID. $ 0.00
- RENTON
Ar 3. THE PROPERTY HEREIN DESCRIBED IS CARRIED ON THE TAX ROLLS AS EXEMPT.
HOWEVER, IT WILL BECOME TAXABLE ON THE DATE OF THE EXECUTION OF A
CONVEYANCE TO A TAXABLE ENTITY AND SUBJECT TO THE LIEN OF REAL PROPERTY
TAXES FOR THE BALANCE OF THE YEAR FROM THAT DATE,
TAX ACCOUNT NUMBER: 102305-9391-04
LEVY CODE: 2161
ASSESSED VALUE -LAND: $ NOT DISCLOSED
ASSESSED VALUE -IMPROVEMENT: $ NOT DISCLOSED
AFFECTS: GENERAL TAXES AS TO PARCEL C
ac GENERAL TAXES HAVE NOT YET 13REN ASSESSED AGAINST SAID PARCEL FOLLOWING THE
DEED RECORDED UNDER RECORDING NUMBER 20060921000769, IN WHICH PHIL
SANDERS, TREASURY OPERATIONS MANAGER, RING COUNTY FINANCE AND BUSINESS
OPERATIONS DIVISION, CONVEYED SAID PARCEL TO RICK BURNSTEAD CONSTRUCTION
CO_
arc PARAGRAPH NUMBER 8:
As 4. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF
FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1
OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES):
YEAR:
TAX ACCOUNT NUMBER:
LEVY CODE:
ASSESSED VALUE -LAND:
ASSESSED VALUE -IMPROVEMENTS:
2010
102305-9391-04
2161
$ NOT DISCLOSED
$ NOT DISCLOSED
GENERAL & SPECIAL TAXES: BILLED: $ 12.08
SUh,C0WjFDN0599
CHICAGO TITLE INSURANCE COMPANY 0
Order No.: 1240980
Your No_: 148TH AVE S . E . - RENTON
Unit No.: 10
SUPPLEMENTAL COMMITMENT
(Continued)
PAID: $ 12.08
UNPAID: $ 0.00
AFFECTS: SPECIAL TAXES FOR PARCEL C
r PARAGRAPH NUMBER 9 -
AX 5. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF
FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1
OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES):
YEAR: 2010
TAX ACCOUNT NUMBER: 102305-9189-00
LEVY CODE: 2161 .
ASSESSED VALUE -LAND: $ 108,000.00
ASSESSED VALUE -IMPROVEMENTS: $ 169,000.00
GENERAL & SPECIAL TAXES: BILLED: $ 3,427.64
PAID: $ 3,427.64
UNPAID: $ 0.00
AFFECTS: PARCEL D
z PARAGRAPH NUMBER 10:
a.r 6. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF
FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1
OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES):
YEAR: 2010
TAX ACCOUNT NUMBER: 102305-9346-00
LEVY CODE: 2161
ASSESSED VALUE -LAND: $ 109,000.00
ASSESSED VALUE -IMPROVEMENTS: $ 0.00
GENERAL & SPECIAL TAXES: BILLED: $ 1,400.37
PAID: $ 1,400.37
UNPAID: $ 0.00
AFFECTS. PARCEL E
AA PARAGRAPH NUMBER 11:
AK 7. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF
SUp1.coMz/]RDw/m99
0 0
CHICAGO TITLE INSURANCE COMPANY
Orden No.:
Your No.:
Unit No.:
SUPPLEMENTAL COMMITMENT
(Continued)
1240980
148TH AVE S.E. - RENTON
10
FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1
OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES):
YEAR.-
TAX
EAR:TAX ACCOUNT NUMBER:
LEVY CODE:
ASSESSED VALUE -LAND:
ASSESSED VALUE -IMPROVEMENTS:
GENERAL & SPECIAL TAXES:
AFFECTS: PARCEL F
AB
2010
102305-9345-01
2161
$ 104,000.00
$ 74,000.00
BILLED: $ 2,108.50
PAID: $ 2,108.50
UNPAID: $ 0.00
THnR HAS BEEN NO CHANGE IN THIS CERTIFICATE SINCE JULY 15, 2010, EXCEPT AS SHOWN
HEREIN ABOVE AND ON SUPPLEMENTAL 1.
AC
NOVEMBER 29, 2010 AUTHORIZED BY: MIKE HARRIS
Supmow/RLlr1/o 9A
Denis Law- -
Mayor
�lt O
Department of Community and Economic Development
August 26, 2010 Alex Pietsch, Administrator
Paula Judson
Rick Surnstead Construction LLC
11980 NE 24th Street # 200
Bellevue, WA 98005
Subject: Notice of Complete Application
Delaney Park Final Plat, LUA10-058, FP
Dear Ms. Judson:
The Plan Review section of the City of Renton has determined that the subject
application is complete according to submittal requirements and, therefore, is accepted
for review.
You will be notified if any additional information is required to continue processing your
application.
Please contact me at (425) 430-7298 if you have any questions.
SincereI ,
Arneta Henninger
Project Manager
cc: . Burnstead Construction LLC / Owner(s)
Renton City Hall + 1055 South Grady way • Renton, Washington 98057 . rentonwa.gov
F,
r'A
t��lrie j • — ST
low
City of Renton r'o'c, ",illi17
C]r �
LAND USE PERMIT
t
MASTER APPLICAT16
PROPERTY OWNER(S)
NAME: Rick Surnstead Construction LLC
ADDRESS: 11980 NE 24th Street, Suite 200
CITY: Bellevue, WA ZIP: 98005
TELEPHONE NUMBER: 425.454.1900
APPLICANT of other than owner)
NAME:
COMPANY (if applicable):
ADDRESS:
CITY: ZIP:
TELEPHONE NUMBER:
CONTACT PERSON
NAME: Paula Judson
COMPANY (if applicable): Rick Burnstead Construction LLC
ADDRESS: 11980 NE 24th Street, Suite 200
CITY: Bellevue, WA ZIP: 98005
TELEPHONE NUMBER AND EMAIL ADDRESS:
425.818.7442
paula@bumstead.com
PROJECT INFORMATION
PROJECT OR DEVELOPMENT NAME:
Delaney Park
PROJECT/ADDRESS(S)ILOCATION AND ZIP CODE:
12019 148" Ave SE
Renton, WA 98059
KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S):
102305-9368-03 102305-9189-00
102305-9650-03 102305-9346-00
102305-9391-04 102305-9345-01
EXISTING LAND USE(S):
Single Family Residential
PROPOSED LAND USE(S):
No change
EXISTING COMPREHENSIVE PLAN MAP DESIGNATION:
Urban
PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION
(if applicable)
No change
EXISTING ZONING:
R-4
PROPOSED ZONING (if applicable):
No change
SITE AREA (in square feet):
383,891 sf or 8.81 acres
SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE
DEDICATED:
38,856 sf
SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS:
none
PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET
ACRE (if applicable)
3.06
NUMBER OF PROPOSED LOTS (if applicable)
27
NUMBER OF NEW DWELLING UNITS (if applicable):
27
R:Uohfi1&,LAND DEVELOPMENT\Delaney Park\Rentunmasterapp.doc - 1 - 06,'09
r, &JECT INFORMAT
NUMBER OF EXISTING DWELLING UNITS (if applicable):
none
SQUARE FOOTAGE OF PROPOSED RESIDENTIAL
BUILDINGS (if applicable): 2100 to 2600 sf
SQUARE FOOTAGE OF EXISTING RESIDENTIAL
BUILDINGS TO REMAIN (if applicable): none
SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL
BUILDINGS (if applicable): none
SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL
BUILDINGS TO REMAIN (if applicable): none
NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if
applicable): none
NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW
PROJECT (if applicable):
A&
ION (conMued
PROJECT VALUE:
$1,300,000
IS THE SITE LOCATED IN ANY TYPE OF
ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE
SQUARE FOOTAGE (if applicable):
❑ AQUIFIER PROTECTION AREA ONE
❑ AQUIFIER PROTECTION AREA TWO
❑ FLOOD HAZARD AREA
sq. ft.
❑ GEOLOGIC HAZARD
sq. ft.
❑ HABITAT CONSERVATION
sq. ft.
❑ SHORELINE STREAMS & LAKES sq. ft.
❑ WETLANDS 5 342-2- sq. ft.
LEGAL DESCRIPTION OF PROPERTY
Attach legal description on separate sheet with the following information included
SITUATE IN THE5G QUARTER OF SECTION _10_, TOWNSHIP _23—, RANGE ^5_, IN
THE CITY OF RENTON, KING COUNTY, WASHINGTON
TYPE OF APPLICATION & FEES
List all land use applications being applied for
1. Final Plat 3•
2. 4.
Staff will calculate applicable fees and postage: $
AFFIDAVIT OF OWNERSHIP
I, (Print Name/s) � ,—fi S4ect c� , declare under penalty of perjury under the laws of the State of
Washington that I am (please check one) the current owner of the property involved in this application or the authorized representative to act
for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are
in all respects true and correct to the best of my knowledge and belief.
I certify that I know or have satisfactory evidence thatjt��Pr;
signed this instrument and acknowledge it to be his/her/their free and voluntary
act for the uses and purposes mentioned in the ins r ""J.1 �J1111p���`�,
( Signature of OwnerlRepresentative) �i C; r
(Signature of Owner/Representative)
1N IN
Notary Pub c in and for the State of Washin on : •� ��R�
ME
Notary (Print)Q4Gi/t �G�y`•, �4;
My appointment expires: %���G1el, 06 Of
111ri!!!!pill 11"kx
C:1Documents and Settings1paula.BURNSTEADHQ1Local SettingslTemporary Intemet Files10LK31Rentonmastempp.doe - 2 -
0 9
LEGAL DESCRIPTION
PARCEL
THE SOUTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST
QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY,
WASHINGTON;
EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF 148TH AVENUE SOUTHEAST.
PARCEL B
THE NORTH 132 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE
SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING
COUNTY, WASHINGTON;
EXCEPT THE EAST 330.09 FEET;
PARCEL C
THE NORTH 132 FEET OF THE WEST 110 FEET OF THE EAST 330 FEET OF THE SOUTH HALF OF THE NORTH
HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE
5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON;
EXCEPT THE SOUTH 102 FEET THEREOF,
PARCEL D
THE SOUTH 102 FEET OF THE NORTH 132 FEET OF THE WEST 110 FEET OF THE EAST 330 FEET OF THE
SOUTH HALF CF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10,
TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY WASHINGTON,
PARCEL -E
THE NORTH 132 FEET OF THE WEST 95 FEET OF THE EAST 220 FEET OF THE SOUTH HALF OF THE NORTH
HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE
5 EAST, W,M., IN KING COUNTY, WASHINGTON;
PARCEL F
THE NORTH 132 FEET OF THE EAST 125 FEET OF THESOUTH HALF OF THE NORTH HALF OF THE NORTHEAST
QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING
COUNTY, WASHINGTON;
EXCEPT ANY PORTION THEREOF LYING WITHIN 148TH AVENUE SOUTHEAST.
0
CERTIFICATE OF FORMATION
OF
RICK BURNSTEAD CONSTRUCTION LLC
The undersigned. for the purpose of forming a limited liability company pursuant to
the provisions of the Washington Limited Liability Company Act (the "Act"),
RCW Chapter 25.15, hereby adopts the following Certificate of Formation.
ARTICLE I
The name of this limited Liability Company (herein the "Company') is Rick
Burnstead Constntction LLC.
ARTICLE II
'rhe address of the initial registered office of the Company is Socius Law Group,
PLLC, 601 Union Street, Suite 4950, Seattle, WA 98101. The name of the initial registered
agent at such address is Ronald D. Allen.
ARTICLE III
The address of the principal place of business of the Company is:
11980 NE 24`" Street, 4200
Bellevue, WA 98005
ARTICLE IV
The business of the Company shall be any lawful business permitted by the Act or
the laws of any jurisdiction in which the Company may do business, including, without
limitation, the business of residential construction (including, if applicable, acting as a
licensed general contractor), and any activity ancillary to such business.
ARTICLE V
The duration of the Company shall be perpetual.
ARTICLE VI
Management of the Company shalt be vested in one or more Managers elected by
Members of the Company. The following Members shall serve as the initial Managers of
the Company and shall have management authority, subject to any limitations imposed upon
such authority by any Company operating agreement:
Frederick H. Burnstead
Mary Jane Slye
ARTICLE VII
The debts, obligations, and liabilities of the Company, whether arising in contract,
tort or otherwise, shall be solely the debts, obligations, and liabilities of the Company. No
Member or Manager of the Company shall be obligated personally for any such debt,
obligation or liability of the Company solely by reason of being a Member or Manager of
the Company.
ARTICLE VIII
The name and address of the individual executing this Certificate of Formation is:
Name Address
Ronald D_ Allen Socius Law Group, PLLC
601 Union Street, Suite 4950
Seattle,. Washington 98101
ARTICLE IX
The Company reserves the right to amend, alter, change or repeal any provision
contained in this Certificate of Formation, in the manner now or hereafter prescribed by law,
and all rights and powers conferred herein on Members and Managers are subject to this
reserved power.
DATED this Z day of December, 2009.
�1
By:
Ronald D. Allen
-2-
THE
U
RNSTMS
August 10, 2010
City of Renton Planning Division
1055 South Grady Way
Renton, WA 98057
RE: Delaney Park Plat (King County File # L07P0010)
Attn: Jerry Wasser
enton
Division
16)
ul ece
The following is our confirmation of compliance with all the Conditions of Plat Approval as listed
on April 29th, 2009 Memorandum from Jennifer Henning to Arneta Henninger.
1. Ongoing, complying with King County Title 19A.
2, Density Cales provided for both King County as well as City of Renton. Note: Zoning
requirements for setbacks and coverages are vested to King County per pre plat approval.
3. Sprinkler requirement removed.
4. The 100 year flood plan is shown on sheet 3 of 5.
5. The school bus turnaround is shown on sheet 5 of 5, and noted under easement provisioos,
44 on sheet 2 of 5.
6. Note #1, under Conditions, Covenants, & Restrictions on sheet 2 of 5.
7. Note #2, under Conditions, Covenants, & Restrictions on sheet 2 of 5.
S. Note #3, under Conditions, Covenants, & Restrictions on sheet 2 of 5.
9. Bright orange fence is in place per King County Critical Codes. Critical Arca signs will be
installed prior to final plat.
10. Tract is dedicated on Sheet #1 under Dedication, and shown on sheet 3 of 5.
11. Shown on sheet 5 of 5.
12. Installation of construction fencing marking CAT and the clearing and grading are:
complete.
13. See Restrictions for critical area tracts and critical areas and buffers on sheet 2 of 5.
14. See recreation space plan, page L-3 of approved Construction Drawings.
15. See landscape plan, page L-1, L-2 of approved Construction Drawings.
16. Note #4, under Conditions, Covenants, & Restrictions on sheet 2 of 5.
17. Note #5, under Conditions, Covenants, & Restrictions on sheet 2 of 5.
Sincerely,
Paula Judson
Rick Burnstead Construction Co
425.454.1900 x 242
paula(cr;bum stead. eom
11980 N.E. 24th Sr., Suite 200, Bellevue, H"21 9SO05-15—/6 425 454 1900 Fax: 42'-) 990 3.191
STAT ES 01p 44t
5TAThe Tg O
' a x
tats
Y
,Secretary of State
I, SAM REED, Secretary of State of the State of Washington and custodian of its seal,
hereby issue this
plaonin
CERTIFICATE OF INCORPORATION'U+sror�
A06
to
Q1� -
DELANEY PARK HOMEOWNERS ASSOCIATION��a
a/an WA Non-Profit Corporation. Charter documents are effective on the date indicated
below.
Date: 7/30/2010
UBI Number: 603-037-905
APPID: 1793055
STATS
Given under my hand and the Seal of the State
;,.,. of Washington at Olympia, the State Capital
y Sam Reed, Secretary of State
D
•
Name: BNDRY
North: 1678674.9465' East: 180942.6789'
Segment 41 Line
Course: N880 20' 0911W Length: 1294.01'
North: 1678712.5260' East: 179649.2147'
Segment 42 Line
Course: NO° 13' 1514E Length: 296.73'
North: 1679009.2538' East: 179650.3584'
Segment #3 Line
Course: S880 20' 051TE Length: 1294.38'
North: 1678971.6384' East: 180944.1917'
Segment #4 Line
Course: SO' 17' 34"W Length: 296.70'
North: 1678674.9423' East: 180942.6756'
Perimeter. 3181.82' Area: 383891.16 Sq. Ft.
Error Closure: 0.0053 Course: S38° 34' 13"W
Error North: -0.00417 East: -0.00332
Precision 1: 600343.40
�)I�)Ilj,jq i oil
7 ,:Jl�,`iSIOTi
t6 - 1 �%
0
Name: 1
9
North: 1678847.1448' East: 180903.9122'
Segment 41 Line
Course: N880 20' 09"W Length: 24.39'
North: 1678847.B531' East: 180879.5325'
Segment #2 Line
Course: Nl' 39' 55"E Length: 125.61'
North: 1678973.4101' East: 180883.1828'
Segment #3 Line
Course: S88° 20' 05"E Length: 49.03'
North: 1676971.9853' East: 180932.1920'
Segment #4 Line
Course: SO' 17' 3411W Length: 98.00'
North: 1678873.98651 East: 180931.6913'
Segment #5 Curve
Length: 43.06' Radius: 27.001
Delta: 91°22'17" Tangent: 27.65'
Chord: 38.64' Course: S45° 58' 42"W
Course In: N890 42' 2611W Course Out: S1° 39' 51t1W
RP North: 1678874.1245' East: 180904.6916'
End North: 1678847.1344' East: 180903.90611
Perimeter: 340.081 Area: 6182.54 Sq. Ft.
Error Closure: 0.0120 Course: S300 08' 46"W
Error North: -0.01040 East: -0.00604
Precision 1: 27972.50
Name: 2
North:
1678974.57641
East: 180843.2037'
Segment
#1 Line
Course:
S88° 20' 05"E
Length: 40.00'
North:
1678973.4140'
East: 180883.1868'
Segment
#2 Line
Course:
Sl' 39' 55"W
Length: 125.61'
North:
1678847.8570'
East: 180879.5365'
Segment
#3 . Line
Course:
NBB° 201 09"W
Length: 40.00'
North:
1678849.0187'
East: 180839.5534'
0 0
Segment 474 Line
Course: N1° 39' 55"E Length: 125.61'
North: 1678974.5756' East: 180843.2036`
Perimeter: 331.23'
Area: 5024.58 Sq. Ft.
Error Closure:
0.0008 Course: S1° 39' 53"W
Error North: -0.00078
East: -0.00002
Precision 1: 414025.00
************************************************************************
Name: 3
East: 180763.2375'
North: 1678975.7388'
East: 180803.2206'
Segment #1 Line
Course:
Course: S88° 20' 05'E
Length: 40.00'
North: 1676974.5763'
East: 180843.2037'
Segment #2 Line
Segment
Course: Sl' 39' 55"W
Length: 125.61'
North: 1678849.01941
East: 180839.5534'
Segment 43 Line
North:
Course: N88° 20' 0911W
Length: 40.00'
North: 1678850.1810'
East: 180799.5703'
Segment #4 Line
Course: N1° 39' 551TE
Length: 125.62'
North: 1678975.7480'
East: 180803.2208'
Perimeter: 331.23'
Area: 5024.61 Sq. Ft.
Error Closure:
0.0092 Course: Nl° 39' 55"E
Error North:
0.00922 East: 0.00027
Precision 1: 36003.26
************************************************************************
Name: 4
North:
1678976.9011'
East: 180763.2375'
Segment
41 Line
Course:
S88° 20' 05"E
Length: 40.00"
North:
1678975.7387'
East: 180803.2206'
Segment
#2 Line
Course:
Sl' 39' 55"W
Length: 125.62'
North:
1618850.1718'
East: 180799.5700'
s 9
Segment 43 Line
Course: N88° 20' 09'W Length: 40.00'
North: 1678851.3334' East: 180759.5869'
Segment #4 vine
Course: N1° 39' 55"E Length: 125.62'
North: 1678976.9004' East: 180763.2374'
Perimeter: 331.23'
Area: 5024.65 Sq. Ft.
Error Closure:
0.0008 Course: Sl' 39' 53"W
Error North: -0.00078
East: -0.00002
Precision 1: 414050.00
**************************************************************
Name: 5
North: 1678978.0635'
East: 180723.2543'
Segment #1 Line
Course: SB8° 20' 05"E
Length: 40.00'
North: 1678976.9011'
East: 180763.2375'
Segment #2 Line
Course: S1° 39' 55"W
Length: 125.62'
North: 1678851.3341'
East: 180759.5869'
Segment #3 Line
Course: N88° 20' 09"W
Length: 40.00'
North: 1678852.4958'
East: 180719.6037'
Segment #4 Line
Course: N1° 39' 55"E
Length: 125.62'
North: 1678978.0627'
East: 180723.2543'
Perimeter: 331.23' Area: 5024.68 Sq. Ft.
Error Closure: 0.0008 Course: S1° 39' 5311W
Error North: -0.00078 East: -0.00002
Precision 1: 414050.00
************************************************************************
Name: 6
North: 1678979.2259'
Segment #1 Line
Course: S88° 20' 05"E
North: 1678978.0635'
East: 180683.2712'
Length: 40.00'
East: 180723.2543'
Segment #2 Line
Course: S1° 39' 55"W
North: 1678852.4965'
Segment #3 Line
Course: N880 20' 09T1w
North: 1678853.6582'
Segment #4 Line
Course: N1' 39' 55"E
North: 1678979.2251'
Length: 125.62'
East: 180719.6038'
Length: 40.00'
East: 180679.6206'
Length: 125.62'
East: 180683.2712'
Perimeter: 331..24' Area: 5024.71 Sq. Ft.
Error Closure: 0.0008 Course: Sl' 39' 53"W
Error North: --0.00078 East: -0.00002
Precision 1: 414050.00
Name: 7
North:
1678980.3883'
East: 180643.2861'
Segment
#1 Line
Course:
S88° 20' 05"E
Length: 40.00'
North:
1678979.2258'
East: 180683.2712'
Segment
#2 Line
Course:
S1° 39' 5511W
Length: 125.621
North:
1678853.65B9'
East: 180679.6207'
Segment
#3 Line
Course:
N88° 20' 0911W
Length: 40.00'
North:
1678854.8205'
East: 180639.6375'
Segment
#4 Line
Course:
Nl° 39' 5511E
Length: 125.62'
North:
1678980.3875'
East: 180643.2881'
Perimeter:
331.24'
Area: 5024.74 Sq. Ft.
Error Closure:
0.0008 Course: Sl' 39' 53"W
Error North:
-0.00078 East: -0.00002
Precision 1: 414050.00
************************************************************************
Name: 8
North:
1678981.6959'
East: 180598.3071'
Segment
41 Line
Course:
S88° 20' 0511E
Length: 45.00'
North:
1678980.3882'
East: 180643.2881'
Segment
#2 Line
Course:
S1° 39' 55"W
Length: 125.62'
North:
1678854.8213'
East: 180639.6376'
Segment
#3 Line
Course:
N88° 20' 09"W
Length: 45.00'
North:
1678856.1281'
East: 180594.6565'
Segment
#4 1 Line
Course:
N1° 39' 551-E
Length: 125.62'
North:
1678981.6951'
East: 180598.3071'
ID
Perimeter: 341.24' Area: 5652.88 Sq. Ft.
Error Closure: 0.0009 Course: 51° 39' 53"W
Error North: -0.00087 East: -0.00003
Precision 1: 379155.56
Name: 9
North:
1678982.8583'
East: 180558.3240'
Segment
#1 Lane
Course:
5880 20' 05"E
Length: 40.00'
North:
1678981.6959'
East: 180598.3071'
Segment
#2 Line
Course:
S1° 39' 55"W
Length: 125.62'
North:
1678856.1289'
East: 180594.6566'
Segment
#3 Line
Course:
N88° 20' 09"W
Length: 40.00'
North:
1678857.2906'
East: 180554.6734'
Segment
#4 Line
Course:
N1° 39' 55"E
Length: 125.62'
North:
1676982.8575'
East: 160558.3240'
Perimeter:
331.24'
Area: 5024.61 Sq. Ft.
Error Closure:
0.0008 Course: Sl' 39' 5311w
Error North:
-0.00078 East: -0.00002
Precision 1: 414050.00
Name: 10
North: 1678984.0207'
East: 180518.3409'
Segment #1 Line
segment
Course: S880 20' 0511E
Length: 40.00'
North: 1678982.8582'
East: 1B0558.3240'
Segment #2 Line
North:
Course: S1° 39' 5511W
Length: 125.62'
North: 1678857.2913'
East: 180554.6734'
Segment #3 Line
Course:
Course: N88° 20' 09"W
Length: 40.00'
North: 1678858.4529'
East: 180514.6903'
Segment 44 Line
Segment
Course: Nl° 39' 55"E
Length: 125.62'
North: 1678984.0199'
East: 180518.3409'
Perimeter: 331.24'
Area: 5024.65 Sq. Ft.
Error Closure:
O.00OB Course: S1° 39' 5311W
Error North:
-0.00078 East: -0.00002
Precision l: 414050.00
Name: 11
North:
1678985.1830'
East: 180478.3578'
segment
#1 Line
Course:
S88° 20' 051FE
Length: 40.00'
North:
1678984.0206'
East: 180518.3409'
Segment
#2 Line
Course:
S1° 39' 55"W
Length: 125.62'
North:
1678858.4537'
East: 180514.6903'
Segment
#3 Line
Course:
N88° 20' 09"W
Length: 40.00'
North:
1678859.6153'
East: 180474.7072'
Segment
#4 Line
Course:
N1' 39' 5511E
Length: 125.62'
North:
1678985.1623'
East: 180478.3578`
Perimeter: 331.24` Area: 5024.88 Sq. Ft.
Error Closure: 0.0008 Course: S1° 39' 53"W
Error North: -0.00078 East: -0.00002
Precision 1: 414050.00
Name: 12
North:
1678986.3454'
East: 180438.3747'
Segment
#1 Line
East: -0.00002
Course:
S880 20' 0511E
Length: 40.00'
North:
1678985.1830'
East: 180478.3578'
Segment
42 Line
Segment 41 Line
Course:
S1° 39' 5511W
Length: 125.62'
North:
1678859.6161'
East: 180474.7072'
Segment
43 Line
Length: 125.62'
Course:
N88° 20' 09"W
Length: 40.00'
North:
1678860.7777'
East: 180434.7241'
Segment
#4 Line
Course:
N1° 39' 55"E
Length: 125.62'
North:
1678986.3446'
East: 180438.3747'
Perimeter: 331.25'
Area: 502 .4.91 Sq. Ft.
Error Closure:
C.0008 Course: S1° 39' 53"W
Error North: -0.00078
East: -0.00002
Precision 1: 414050.00
Name: 13
North: 1678987.7984'
East: 180388.3958'
Segment 41 Line
Course: S88° 20' 05"E
Length: 50.00'
North: 1678986.3454'
East: 180438.3747'
Segment 42 Line
Course: Sl' 39' 55"W
Length: 125.62'
North: 1678860.7784'
East: 180434.7241'
Segment 43 Line
Course: N88° 20' 09"W
Length: 20.00'
North: 1678861.3592'
East: 180414.7326'
Segment 44 Curve
Length: 47.12' Radius: 30.00'
Delta: 90000'04" Tangent: 30.00'
Chord: 42.43' Course: N43° 20' 07"W
Course In: N1° 39' 51"E Course Out: N88° 20' 05"W
RP North: 1678891.3466' East: 180415.6038'
End North: 167B892.2207' East: 180385.6143'
Segment #5 Line
Course: Nl" 39' 55"E Length: 95.62'
North: 1678987.8003' East: 180388.3930'
Perimeter: 338.37` Area: 6088.04 Sq. Ft.
Error Closure: 0.0034 Course: N550 00' 27"W
Error North: 0.00194 East: -0.00278
Precision 1: 98138.24
Name: 14
North: 1678992.5053' East: 180226.4884'
Segment #1 Line
Course: S88° 20' 05"E Length: 111.98'
North: 1678989.2511' East: 180338.4212'
Segment #2 Line
Course: Sl' 39' 5511W Length: 95.62'
North: 1678893.6715' East: 180335.6424'
Segment #3 . Line
Course: N880 20' 0511W Length: 40.88'
North: 1678894.8595' East: 180294.7797'
Segment #4 Line
Course: NV 03' 2611W Length: 12.23'
North: 1678907.0212' East: 180293.4891'
Segment #5 Curve
Length: 69.59' Radius: 48.75`
Delta: 81047118" Tangent: 42.221
Chord: 63.83' Course: N460 57' 05"W
Course In: S83° 56' 3411W Course Out: N2° 09' 16"E
RP North: 1678901.8770' East: 180245.0113'
End North: 1678950.5927' East: 160246.8438'
Segment #6 Line
Course: N87° 50' 44"W Length: 21.55'
North: 1678951.4029' East: 180225.3090'
Segment #7 Line
Course: NY 38' WE Length: 41.12'
North: 1678992.5059' East: 180226.4898'
Perimeter: 392.97' Area: 7412.77 Sq. Ft.
Error Closure: 0.0015 Course: N65° 26' 48"E
Error North: 0.00063 East: 0.00137
Precision l: 258140.00
Name: 15
North: 1678690.3418' East: 180412.7388'
Segment #1 Line
Course: N88° 20' 09"W Length: 42.50'
North: 1678691.5760' East: 180370.2567'
Segment #2 Line
Course: N1° 39' 51"E Length: 131.441
North: 1678822.9606' East: 180374.0739'
Segment #3 Curve
Length: 41.34' Radius: 80.00'
Delta: 29°36'24" Tangent: 21.14'
Chord: 40.88' Course: S73° 311 WE
Course In: N31° 16' WE Course Out: S1° 39' 51"W
RP North: 1678891.3366' East: 180415.6002'
End North: 1676811.3725' East: 180413.2770'
Segment #4 Line
Course: S88° 20' 09"E Length: 2.97'
North: 1678811.2862' East: 160416.2458'
Segment #5 Line
Course: SY 39' 51"W Length: 121.00'
North: 1678690.3372' East: 180412.7318'
Perimeter: 339.25' Area: 5275.78 Sq. Ft.
Error Closure: 0.0063 Course: S56° 54' 23"W
Error North: -0.00453 East: -0.00695
Precision 1: 40818.07
Name: 16
North:
1678689.1076'
East: 180455.2208'
Segment
#1 Tine
Course:
N88° 20' 0911W
Length: 42.50'
North:
1678690.3419'
East: 180412.7388'
Segment
#2 Line
Course:
N10 39' 51"E
Length: 121.00'
North:
1678811.2908'
East: 180416.2527'
Segment
#3 Line
Course:
S88° 20' 09"E
Length: 42.50'
North:
1678810.0566'
East: 180458.7348'
Segment
#4 Line
Course:
S1° 39' 51"W
Length: 121.00'
North:
1678689.1076'
East: 180455.2208'
Perimeter: :327.00' Area: 5142.50 Sq. Ft.
Error Closure: 0.0000 Course: NO' 00' OO"E
Error North: 0.00000 East: 0.00000
Precision 1: 327000000.00
Name: 17
North: 1678667.7790' East: 180500.9560'
Segment #1 Line
Course: N88° 20' 0911W Length: 45.75'
North: 1678689.1076' East: 180455.2253'
Segment #2 Line
Course: N1° 39' 51"E Length: 121.00'
North: 1678810.0566' East: 180458.7393'
Segment #3 Line
Course: S88° 20' 09'E Length: 45.75'
North: 1678808.7279' East: 180504.4700'
Segment #4 Line
Course: S1° 39' 51"w Length: 121.00'
North: 1678687.7790' East: 180500.9560'
Perimeter: 333.51' Area: 5536.29 Sq. Ft.
Error Closure: O.00OC Course: NCO 00' 00"E
Error North: 0.00000 East: 0.00000
• * i
Precision 1: 333500000.00
***********************************************************************
Name: 18
North:
1678686.2766'
East: 180552.6697'
Segment
#1 Line
0.00000 East: 0.00000
Course:
N88° 20' 0911W
Length: 51.74'
North:
1678687.7792'
East: 180500.9516'
Segment
#2 Line
Course: N88° 20' 09"W
Course:
N1° 39' 5111E
Length: 121.00'
North:
1678808.7282'
East: 180504.4655'
Segment
#3 Line
East: 180556.1837'
Course:
S88° 20' 091'E
Length: 51.74'
North:
1678807.2256'
East: 180556.1837'
Segment
44 Line
Course: 51° 39' 51"W
Course:
SI° 39' 5111W
Length: 121.00'
North:
1678686.2766'
East: 160552.6697'
Perimeter: 345.47'
Area: 6260.00 Sq. Ft.
Error Closure:
0.0000 Course: NO' 00' 00"E
Error North:
0.00000 East: 0.00000
Precision 1: 345480000.00
Name: 19
North: 1678685.0765'
East: 180593.9823'
Segment #1 Line
Course: N88° 20' 09"W
Length: 41.33'
North: 1678686.2767'
East: 180552.6697'
Segment #2 Line
Course: N1° 39' 51"E
Length: 121.00'
North: 1678807.2257'
East: 180556.1837'
Segment #3 Line
Course: S88° 20' 0911E
Length: 41.33'
North: 1678806.0254'
East: 180597.4963'
Segment #4 Line
Course: 51° 39' 51"W
Length: 121..00'
North: 1678685.0765'
East: 180593.9823'
Perimeter: 324.66' Area: 5000.93 Sq. Ft.
Error Closure: 0.0000 Course: N0' 00' 00"E
Error North: 0.00000 East: 0.00000
Precision 1: 324660000.00
Name: 20
North:
1678683.8763'
East: 180635.2949'
Segment
41 Line
Course:
N88° 20' 0911W
Length: 41.33'
North:
1678685.0766'
East: 180593.9823'
Segment
#2 Line
Course:
N1° 39' 51"E
Length: 121.00'
North:
1678806.0255'
East: 180597.4963'
Segment
#3 Line
Course:
S88° 20' 091'E
Length: 41.33'
North:
1678804.8253'
East: 180638.8088'
Segment
#4 Line
Course:
S1' 39' 51"W
Length: 121.00'
North:
1678683.8763'
East: 180635.2949'
Perimeter: 324.66' Area: 5000.93 Sq. Ft.
Error Closure: 0.0000 Course: NO' 00' 00'E
Error North: 0.00000 East: 0.00000
Precision 1: 324660000.00
Name: 21
North: 1678682.6761' East: 180676.6074'
Segment #1 Line
Course: N88° 20' 09"W Length: 41.33'
North: 1678683.6764' East: 180635.2949'
Segment #2 Line
Course: N1° 39' 5111E Length: 121.00'
North: 1678804.8254' East: 180638.BO88'
Segment #3 Line
Course: S88° 20' 09"G Length: 41.33'
North: 1678803.6251' East: 180680.1214'
Segment #4 Line
Course: S1' 39' 51'W Length: 121.00'
North: 1678682.6761' East: 180676.6074'
Perimeter: 324.66' Area: 5000.93 Sq. Ft.
Error Closure: 0.0000 Course: NO° 00' 001YE
Error North: 0.00000 East: 0.00000
Precision 1: 324660000.00
Name: 22
North:
1678681.4760'
East: 180717.9200'
Segment
#1 Line
Course:
N88° 20' 09"W
Length: 41.33'
North:
1678682.6762'
East: 180676.6074'
Segment
#2 Line
Course:
N1° 39' 511?E
Length: 121.00'
North:
1678803.6252'
East: 180680.1214'
Segment
43 Line
Course:
S88° 20' 09"E
Length: 41.33'
North:
1678802.4249'
East: 180721.4340'
Segment
#4 Line
Course:
S1° 39' 51"W
Length: 121.00'
North:
1678681.4760'
East: 180717.9200'
Perimeter: 324.66' Area: 5000.93 Sq. Ft.
Error Closure: 0.0000 Course: NO' 00' OV E
Error North: 0.00000 East: 0.00000
Precision 1: 324660000.00
Name: 23
North: 1678680.2758' East: 180759.2326'
Segment 41 Line
Course: N88° 20' 09"W Length: 41.33'
North: 1678581.4760' East: 1B0717.9200'
Segment #2 Line
Course: N1° 39' 51"E Length: 121.00'
North: 1678802.4250' East: 180721.4340'
Segment #3 Line
Course: S88' 20' 09'E Length: 41.33'
North: 1678801.2247' East: 180762.7466'
Segment 44 Line
Course: Sl' 39' 51'W Length: 121.00'
North: 1678680.2758' East: 180759.2326'
Perimeter: 324.66'
Area: 5000.93 Sq. Ft.
Error Closure:
0.0000 Course: NO' 00' 00"E
Error North:
0.00000 East: 0.00000
Precision 1: 324660000.00
Name: 24
North: 1678679.0756'
East: 180800.5452'
Segment #1 Line
Course: N880 20' 0911W
Length: 41.33'
North: 1678680.2759'
East: 180759.2326'
Segment #2 Line
Course: N1° 39' 511-E
Length: 121.00'
North: 1678801.2248'
East: 180762.7466'
Segment 43 Line
Course: S88° 20' 09"E
Length: 41.33'
North: 1678800.0246'
East: 180804.0591'
Segment #4 Line
Course: S1°.39' 5117
Length: 121.00'
North: 1678679.0756'
East: 180800.5452'
Perimeter: 324.66' Area: 5000.93 Sq. Ft.
Error Closure: 0.0000 Course: NO' 00' 00"E
Error North: 0.00000 East: 0.00000
Precision 1: 324660000.00
Name: 25
North: 1678677.9113' East: 180840.6232'
Segment 41 Line
Course: N88° 20' 091FW Length: 40.10'
North: 1678679.0758' East: 180800.5402'
Segment #2 Line
Course:
N1° 39' 51"E
Length: 121.00'
North:
1678800.0248'
East: 180804.0541'
Segment
#3 Line
Name: 26
Course:
S88° 20' 09"E
Length: 40.10'
North:
1678798.8603'
East: 180844.1372'
Segment
#4 Line
East: 180840.6185'
Course:
S10 39' 51"W
Length: 121.00'
North:
1678677.9113'
East: 180840.6232'
Perimeter: 322.19'
Area: 4851.49 Sq. Ft.
Error Closure:
0.0000 Course: NCO 001 001-E
Error North:
0.00000 East: 0.00000
Precision 1:.322200000.00
Name: 26
North: 1678676.7470'
East: 180880.7016'
Segment #1 Line
Course: N880 20' 091TW
Length: 40.10'
North: 1678677.9115'
East: 180840.6185'
Segment #2 Line
Course: N10 39' 51"E
Length: 121.00'
North: 1678798.8605'
East: 180844.1325'
Segment #3 Line
Course: S880 20' 091FE
Length: 40.10'
North: 1678797.6959'
East: 180884.2156'
Segment #4 Line
Course: S10 39' 51"W
Length: 121.00"
Horth: 1678676.7470`
East: 180880.7016'
Perimeter: 322.19' Area: 4651.53 Sq. Ft.
Error Closure: 0.0000 Course: NCO 00' 00"E
Error North: 0.00000 East: 0.00000
Precision 1: 322200000.00
************************************************************************
Name: 27
North: 1678675.2950' East: 180930.68051
0 0
Segment #1 Line
Course: N88° 20' 09"tat Length: 50.00'
North: 1678676.7471' East: 180880.7016'
Segment 42 Line
Course: Nl° 39' 51"E Length: 121.00'
North: 1678797.6961' East: 180884.2156'
Segment #3 Line
Course: S880 20' 09"E Length: 20.74'
North: 1678797.0937' East: 180904.9468'
Segment #4 . Curve
Length: 41.77' Radius: 27.00'
Delta: 88°37143" Tangent: 26.36'
Chord: 37.72' Course: S44° 01' 18"E
Course In: Sl' 39' 5111W Course Out: 5890 42' 26"E
RP North: 1678770.1051' East: 180904.1627'
End North: 1678769.9702' East: 180931.1596'
Segment #5 Line
Course: SOO 17' 3411W Length: 94.67'
North: 1678675.3014' East: 180930.6758'
Perimeter: 328.16' Area: 5726.84 Sq. Ft.
Error Closure: 0.0079 Course: N360 17' 37"W
Error North: 0.00636 East: -0.00467
Precision 1: 41029.11
Name: ROAD DED
North: 1678674.9465' East: 180942.6789'
Segment #1 Line
Course: N88° 20' 09"W Length: 12.00'
North: 1678675.2950' East: 180930.6840'
Segment #2 Line
Course: NO° 17' 3411E Length: 94.67'
North: 1678769.9637' East: 180931.1677'
Segment #3 Curve
Length: 41.77' Radius: 27.00'
Delta: 88°37143" Tangent: 26.36'
Chord: 37.72' Course: N440 01' 18"W
Course In: N89° 42' 26"W Course Out: N1° 39' 51"E
RP North: 1678770.1017' East: 180904.1681'
0
End North: 1678797.0873' East: 180904.9549`
Segment #4 Line
Course: N880 20' 09"W Length: 20.74'
North: 1678797.6896' East: 180884.2237'
Segment #5 Line
Course:
N88° 20' 09"W
Length: 40.10."
North:
1678798.8542'
East: 1BOB44.1406'
Segment
#6 Line
Course:
N88° 20' 0911W
Length: 40.10'
North:
1678800.0187'
East: 18OB04.0575'
Segment
#7 Line
Course:
N86° 20' 09"W
Length: 41.33'
North:
1678801.2190'
East: 180762.7449'
Segment
#8 Line
Course:
N88° 20' 0911W
Length: 41.33'
North.:
1678802.4193'
East: 180721.4324'
Segment
#9 Line
Course:
N88° 20' 09"W
Length: 41.33'
North:
1678803.6195'
East: 180680.1198'
Segment
#10 Line
Course:
N88° 20' 09"W
Length: 41.331
North:
1678804.8198'
East: 180638.8072'
Segment
#11 Line
Course:
NB8° 20' 0911W
Length: 41.33'
North:
1678806.0201'
East: 180597.4947'
Segment
#12 Line
Course:
NB8° 20' 0911W
Length: 41.33'
North:
1678807.2203'
East: 180556.1821'
Segment
#13 Line
Course:
N88° 20' 09"W
Length: 51.74'
North:
1678808.7229'
East: 180504.4639'
Segment
#14 Line
Course:
N88° 20' 09"W
Length: 45.75'
North:
1678810.0516'
East: 180458.7332'
0
Segment #15 Line
Course: N88° 20' 0911W Length: 42.50'
North: 1678811.2858' East: 180416.2512'
Segment 416 Line
Course: N88' 20' 09"W Length: 2.97'
North: 1678811.3721' East: 180413.2824'
Segment #17 Curve
Length: 41.34' Radius: 80.00'
Delta: 29°36124" Tangent: 21.14'
Chord: 40.88' Course: N730 31' 5811W
Course In: N1° 39' 51"E Course Out: S31° 16' 14"W
RP North: 1678891.3383' East: 180415.6057'
End North: 1678822.9602' East: 180374.0792'
Segment #18 Curve
Length: 84.33' Radius: 80.00'
Delta: 60023'41" Tangent: 46.56'
Chord: 80.48' Course: N280 31' 56"W
Course In: N310 16' 14"E Course Out: N88° 20' 05"W
RP North: 1678891.3382' East: 180415.6056'
End North: 1678893.6658' East: 180335.6377'
Segment 019 Line
Course: N1° 39' 55"E Length: 95.62'
North: 1678989.2454' East: 180338.4165'
Segment #20 Line
Course: S880 20' 0511E Length: 50.00'
North: 1678987.7924' East: 180388.3954'
Segment #21 Line
Course: Sl' 39' 5511W Length: 95.62'
North: 1678892.2128' East: 180385.6166'
Segment #22 Curve
Length: 47.12' Radius: 30.00'
Delta: 90°00'C4" Tangent: 30.00'
Chord: 42.43' Course: S430 20' 07"E
Course In: 5880 20' 05"E Course Out: S1° 39' 5111W
RP North: 1678891.3409' East: 180415.6039'
End North: 1678861.3513' East: 180414.7349'
Segment #23 Line
Course: SB8° 20' 09"E Length: 20.00'
North: 1678860.7705' East: 180434:7264'
0
Segment #24 Lime
Course: S88° 20' 0911E Length: 40.00'
North: 1676859.6088' East: 180474.7096'
Segment #25 Line
Course:
S1' 39'
55'W
Length: 0.00'
North:
1678859.6088'
East: 380474.7096'
Segment
#26
Line
Course:
N10 39'
550'E
Length: 0.00'
North:
1678859.6088'
East: 180474.7096'
Segment
#27
Line
Course:
S88° 20'
09"E
Length: 40.00'
North:
1678856.4472'
East: 180514.6927'
Segment
#28
Line
Course:
S1° 39'
55"W
Length: 0.00'
North:
1678858.4472'
East: 180514.6927'
Segment
#29
Line
Course:
N10 39'
55"E
Length: 0.00'
North:
1678858.4472'
East: 180514.6927'
Segment
#30
Line
Course:
S88° 20'
09"E
Length: 40.00'
North:
1678857.2855'
East: 180554.6758'
Segment
431
Line
Course:
S1° 39'
55"W
Length: 0.00'
North:
1678857.2855'
East: 180554.6758'
Segment
432
Line
Course:
N1° 39'
5511E
Length: 0.00'
North:
1678857.2855'
East: 180554.6758'
Segment
433
Line
Course:
S88° 20'
09"E
Length: 40.00'
North:
1678856.1239'
East: 180594.6590'
Segment
#34
Line
Course:
S1° 39'
55"W
Length: 0.00'
North:
1678656.1239'
East: 180594.6590'
Segment
#35
Line
Course:
N1° 39' 55"E
Length: 0.001
North:
1678856.1239'
East: 180594.6590'
Segment
#36 Line
Course:
SB8° 20' 0971E
Length: 45.001
North:
1678854.81"]0'
East: 180639.6400'
Segment
#37 Line
Course:
S1° 39' 5511W
Length: 0.00'
North:
1678854.8170'
East: 180639.6400'
Segment
438 Line
Course:
N10 39' 55"E
Length: 0.00'
North:
1678854.8170'
East: 180639.6400'
Segment
#39 Line
Course:
S880 20' 09"E
Length: 40.00'
North:
1678853.6554'
East; 180679.6231'
Segment
#40 Line
Course:
Sl' 39' 55"W
Length: 0.01'
North:
1678853.6454'
East: 180679.6228'
Segment
#41 Line
Course:
N10 39' 551'E
Length: 0.01'
North:
1678853.6554'
East: 180679.6231'
Segment
#42 Line
Course:
S88° 20' 09"E
Length: 40.00'
North:
1678852.4937'
East: 180719.6062'
Segment
443 Line
Course:
S1° 39' 55"W
Length: 0.01'
North:
1678852.4837'
East: 180719.6059'
Segment
444 Line
Course:
N10 39' 55"E
Length: 0.01'
North:
1678852.4937'
East: 180719.6062'
Segment
445 Line
Course:
S880 20' 09"E
Length: 40.00'
North:
1678851.3321'
East: 180759.5894'
Segment
446 Line
Course:
310 39' 55"W
Length: 0.01'
North:
1678851.3221'
East: 180759.5891'
Segment #47 Line
Course:
N10 39' 55"E
Length: 0.01'
North:
1678851.3321'
East: 180759.5894'
Segment
#48 Line
Course:
S88° 20' 091FE
Length: 40.00'
North:
1678850.1704'
East: 180799.5725'
Segment
#49 Line
Course:
S1° 39' 55"W
Length: 0.01'
North:
1678850.1605'
East: 180799.5722'
Segment
#50 Line
Course:
N1° 39' 55"E
Length: 0.01'
North:
1678850.1704'
East: 180799.5725'
Segment
#51 Line
Course:
S88° 20' 09"E
Length: 40.00'
North.:
].678849.0088'
East: 180839.5556'
Segment
#52 Line
Course:
Slo 39' 55"W
Length: 0.01'
North:
1678848.9988'
East: 160839.5553'
Segment
#53 Line
Course:
Nl° 39' 551TE
Length: 0.01'
North:
1678849.0088'
East: 180839.5556'
Segment
#54 Line
Course:
5880 20' 0911E
Length: 40.00'
North:
1678847.8472'
East: 180879.5387'
Segment
455 bine
Course:
S1° 39' 55'W
Length: 0.01'
North:
1678847.8372'
East: 180879.5385'
Segment
#56 Line
Course:
Nl° 39' 550fE
Length: 0.01'
North:
1678847.8472'
East: 160879.5387'
Segment
#57 Line
Course:
S88° 20' 09"E
Length: 24.39'
North:
1678847.1388'
East: 180903.9185'
Segment
#58 Curve
Wk
Length: 43.06' Radius: 27.00'
Delta: 91°22117" Tangent: 27.65'
Chord: 38.64' Course: N450 58' 420FE
Course In: N1° 39' 51"E Course Out: S89° 42' 26"E
RP North: 1678874.1275' East: 180904.7026'
End North: 1678873.9910' East: 180931.7036'
Segment 459 Line
Course: NO' 17' 34"E
North: 1678971.9897'
Segment 460 Line
Course: S880 20' 0511E
North: 1678971.6410'
Segment #61 Line
Course: SO' 17' 34"W
North: 1678674.9448'
Length: 98.00'
East: 180932.2044'
Length: 12.00'
East: 180944.1993'
Length: 296.70'
East: 180942.6832'
0
Perimeter: 1993.60'
Area: 38856.50 Sq. Ft.
Error Closure:
0.0046 Course: 5680 57' 4511E
Error North: -0.00165 East: 0.00429
Precision 1: 429597.83
Name: TR. A
Description: C.A.T.
North: 1678696.2394'
East: 180209.7313'
Segment #1 . Line
Course: N880 20' 09"W
Length: 560.75'
North: 1678712.5242'
East: 179649.2178'
Segment #2 Line
Course: NO' 13' 151FE
Length: 296.73'
North: 1679009.2519'
East: 179650.3615'
Segment #3 Line
Course: 5880 20' 05"E
Length: 576.37'
North: 1678992.5024'
East: 160226.4880'
Segment #4 Line
Course: S10 38' 4411W
Length: 41.12'
North: 1678951.3993'
East: 180225.3072'
Segment 45 Line
i
Course: S87° 50' 44'E Length: 21.55'
North: 16`78950.5892' East: 180246.8420'
Segment #6 Curve
Length: 69.59' Radius: 48.75'
Delta: 81047118" Tangent: 42.22'
Chord: 63.83' Course: SW 57' 05'E
Course In: S20 09' 16"W Course Out: N83' 56' 34"E
RP North: 1678901.8736' East: 180245.0093'
End North; 1678907.0176' East: 180293.4873'
Segment #7 Line
Course: S60 03' 26'E Length: 12.23'
North: 1678894.8559' East: 180294.7779'
Segment #8 Line
Course: S6' 03' 26"E Length: 16.63'
North: 1678878.3188' East: 180296.5327'
Segment #9 Line
Course: S30 061 25'w Length: 54.31'
North: 1678824.08861 East: 180293.5891'
Segment #10 Curve
Length: 74.9$' Radius: 48.50'
Delta: 88°32119" Tangent: 47.28'
Chord: 67.71' Course: S47° 22' 351?W
Course In: N860 53' 35'W Course Out: S1° 38' 44"W
RP North: 1678826.7173' East: 180245.1604'
End North: 1678778.2368' East: 180243.7669'
Segment #11 Line
Course: N88° 21' 16"W Length: 31.64'
North: 1678779.1454' East: 180212.1399'
Segment #12 Line
Course: S10 39' 51"W Length: 82.94'
North: 1678696.2404' East: 180209.7312'
Perimeter: 1838.81' Area: 180513.64 Sq. Ft.
Error Closure: 0.0010 Course: N2° 05' 00"W
Error North: 0.00100 East: -0.00004
Precision 1: 1825810.00
Name: TRACT B
Description: RECREATION AND DRAINAGE
0
North: 1678691.5758' East: 180370.2610'
Segment #1 Line
Course: N880 20' 0911W Length: 160.60'
North: 1678696.2398' East: 180209.7287'
Segment #2 Line
Course: N1° 39' 51"E Length: 82.94'
North: 1678779.1448' East: 180212.1374'
Segment #3 Line
Course: S880 21' 16"E Length: 31.64'
North: 1678778.2362' East: 180243.7643'
Segment #4 Curve
Length: 74.95' Radius: 48.50'
Delta: 88°32119" Tangent: 47.28'
Chord: 67.71' Course: N470 22' 3511E
Course 1n: N1° 38' 4411E Course Out: S86° 53' 35"E
RP North: 1678826.7162' East: 180245.1571'
End North: 1678824.0880' East: 180293.5856'
Segment #5 Line
Course: N3° 06' 2511E Length: 54.31'
North: 1678878.3182' East: 180296.5302'
Segment #6 Line
Course: N60 03' 26"W Length: 16.63'
North: 1678894.8554' East: 180294.7753'
Segment #7 Line
Course: S88° 20' 0511E Length: 40.88'
North: 1678893.6674' East: 180335.6381'
Segment #8 . Curve
Length: 84.33' Radius: 80.00'
Delta: 60023'41" Tangent: 46.56'
Chord: 80.48' Course: S28° 31' 5611E
Course in: S880 20' 05"E Course Out: S31° 16' 14"W
RP North: 1678891.3425' East: 180415.6043'
End North: 1678822.9618' East: 180374.0796'
Segment #9 Line
Course: S1° 39' 51"W Length: 131.44'
North: 1678691.5772' East: 180370.2624'
F -I
L
Perimeter: 677.72' Area: 21287.35 Sq. Ft.
Error Closure: 0.0020 Course: N450 38' 47"E
0
Error North: 0.00142 East: 0.00145
Precision 1: 333315.00
0
V
King County
Web date: 10126/2005
SUBDIVISION DENSITY &
DIMENSION CALCULATIONS'
Department of Development and Environmental Services
!_and Use Services Division
900 Oakesdale Avenue Southwest
Renton, Washington 98055-1219
206-296-6600 TTY206-296-7217 city r,3$ RentpnFDr alternate formats, call 206-29 -
AUG 13 rul'a
��
r'GEMED
File Number
(To be filled in by DDES)
PRELIMINARY SUBDIVISION WORKSHEET RELATING TO DENSITY AND DIMENSIONS
Several development regulations play a role in the creation of a subdivision within King County. Determining
the allowable density, minimum density, and a lot width on a piece of property can be confusing. This
worksheet will assist you in correctly applying specific portions of the code and will be used to determine if a
proposed subdivision or short subdivision meets the density and dimensions provisions of the King County
Zoning Code (Title 21A). This worksheet is designed to assist applicants and does not replace compliance with
adopted local, state and federal laws.
Pre -application conferences are required prior to submittal of a subdivision or short subdivision. These
conferences help to clarify issues and answer questions. They may save you both time and money by
eliminating delays resulting from requests for additional information and revisions. You may call 206-296-6600
to find out how to arrange for a pre -application conference.
Worksheet Prepared By: Jamie B. Schroeder, PE
(Print Name)
Subdivision Name: Delanev Park
Comprehensive Plan Land Use Designation:
Zoning:
R-4
um
Date: 06/28/07
If more than one Comprehensive Plan Land Use designation or zone classification exists for the property, show
the boundary between the land uses or zones and the area within each on the preliminary plat map. If a single
lot is divided by a zone boundary, transferring density across zones on that lot may be permitted subject to the
provisions of K.C.C. 21A.12.200.
PLEASE COMPLETE ONLY THE APPLICABLE PORTIONS OF THIS FORM
I. Site Area (K.C.C. 21A.06.1172) also see (K.C.C. 21A.12.080):
Site area (in square feet) is the gross horizontal area of the project site, less submerged lands as defined by
K.C.C. 21A.06.1265, and less areas which are required to be dedicated on the perimeter of a project site for
the public rights-of-way.
049 square feet in submerged land (any land below the ordinary high water
mark — see K.C.C. 21 A.06.825)
+ 3,560 square feet in perimeter rights-of-way which will be required to be
dedicated
6.609 Total
KingCoDensityDimens ionCalcFORM lo-cal-subden.pdf 1012612005
Page 1 of 6
0
Calculation:
383,891 Gross horizontal area of the project site
— 6,609 Total submerged lands and rights-of-way
377,282 Site area in square feet
NOTE: To continue calculations, convert site area in square feet to acres by
dividing by 43,560
8.66 Site area in acres
NOTE: When calculating the site area for parcels in the RA Zone, if the site
area should result in a fraction of an acre, the following shall apply:
Fractions of .50 or above shall be rounded up to the next whole
number and fractions below .50 shall be rounded down. Example: If
the site area in acres is 19.5 acres (less the submerged land and
less the area that is required to be dedicated on the perimeter of a
project site for public right-of-way) the site area can be rounded up to
20 acres. No further rounding is allowed. (See K.C.C. 21A.12.080)
II. Base Density (K.C.C. 21A.12.030 -.040 tables):
The base density is determined by the zone designations(s) for the lot.
R-4 du/acre
III. Allowable Dwelling Units and Rounding (K.C.C. 21A.12.070):
The base number of dwelling units is calculated by multiplying the site area by the base density in dwelling
units per acre (from K.C.C. 21A.12.030 - .040 tables).
0
site area in acres (see Section 1.) X
= 32 allowable dwelling units
4 base density (see Section Il)
Except as noted below, when calculations result in a fraction, the fraction is rounded to the nearest whole
number as follows:
A. Fractions of .50 or above shall be rounded up; and
B. Fractions below .50 shall be rounded down.
NOTE: For parcels in the RA Zone, no rounding is allowed when calculating the allowable number of dwelling
units. For example, if the calculation of the number of dwelling units equaled 2.75, the result would be 2
dwelling units. Rounding up to 3 is not allowed. (See K.C_C. 21A_12.070(E).)
IV. Required On-site Recreation Space (K.C.C. 21A.14.180):
This section must be completed only if the proposal is a residential development if more than four dwelling
units in the UR and R zones, stand-alone townhouses in the NB zone on property designated Commercial
Outside of Center if more than four units, or any mixed use development if more than four units. Recreation
space must be computed by multiplying the recreation space requirement per unit type by the proposed
number of such dwelling units (K.C.C. 21A.14.180). Note: King County has the discretion to accept a fee in
lieu of all ora portion of the required recreation space per K.C.C. 21A.14.185.
Apartments and town houses developed at a density greater than eight Units per acre, and mixed use must
provide recreational space as follows:
90 square feet X proposed number of studio and one bedroom units
170 square feet X proposed number of two bedroom units +
170 square feet X proposed number of three or more bedroom units +
Recreation space requirement =
Ki ngCoQensity0imensionCaIr-FORM 10-cal-subden.pdf 10/26.2005
Page 2 of 6
0
Required On-site Recreation Space Continued
11
Residential subdivisions, townhouses and apartments developed at a density of eight units or less per acre
must provide recreational space as follows:
390 square feet X
27 proposed number of units
Mobile home parks shall provide recreational space as follows:
260 square feet X
proposed number of units
V. Net Buildable Area (K.C.C. 21A.06.797):
10.530
This section is used for computing minimum density and must be completed only if the site is located in the R-4
through R-48 zones and designated Urban by the King County Comprehensive Plan. The net buildable area is
the site area (see Section 1) less the following areas:
areas within a project site which are required to be dedicated for public rights-of-way in
excess of sixty (60') of width
+ 179,702 critical areas and their buffers, to the extent they are required by King County to
remain undeveloped
+ areas required for above ground stormwater control facilities including, but not limited to,
retention/detention ponds, biofiltration swales and setbacks from such ponds and swales
+ 10,530 areas required by King County to be dedicated or reserved as on-site recreation areas.
Deduct area within stormwater control facility if requesting recreation space credit as allowed by K.C.0
21A.14.180 (see Section IV)
+ regional utility corridors, and
+ other areas, excluding setbacks, required by King County to remain undeveloped
= 190,232 Total reductions
Calculation:
352,185 site area in square feet (see Section1)
190,232 Total reductions
_ 161,953 Net buildable area in square feet NOTE: convert site area is square feet to
acres by dividing by 43,560
4.00 Net buildable area in acres
VI. Minimum Urban Residential Density (K.C.C. 21A.12.060):
The minimum density requirement applies only to the R-4 through R-48 zones. Minimum density is determined
by multiplying the base density in dwelling units per acre (see Section II) by the net buildable area of the site in
acres (see Section V) and then multiplying the resulting product by the minimum density percentage from the
K.C.C. 21A.12.030 table. The minimum density requirements maybe phased or waived by King County in
certain cases. (See K.C.C. 21A.12.060.) Also, the minimum density requirement does not apply to properties
zoned R-4 located within the rural town of Fall City. (See K.C.C. 21A.12.030(B)12.)
Calculation:
4 base density in du/ac (see Section II) X 4 Net buildable area in acres (see Section V)
0.85 X minimum density % set forth in K.C.C_ 21A,12.030 or as adjusted in Section VII
14 minimum dwelling units required
Ki ng CoDensityDimensionCalcFORM lc-cal-subden.pdf 10/2612005
Page 3 of 6
VII. Minimum Density Adjustments for Moderate Slopes (K.C.C. 21A.12.087).
Residential developments in the R-4, R-6 and R-8 zones may modify the minimum density factor in K.C.C.
21 A, 12.030 based on the weighted average slope of the net buildable area of the site (see Section V). To
determine the weighted average slope, a topographic survey is required to calculate the net buildable area(s)
within each of the following slope increments and then multiplying the number of square feet in each slope
increment by the median slope value of each slope increment as follows:
sq. ft 0-5% slope increment X 2.5% median slope value =
+ sq. ft 5-10% slope increment X 7.5% median slope value =
+ sq_ ft 10-15% slope increment X 12.5% median slope value =
+ sq_ ft 15-20% slope increment X 17,5% median slope value =
+ sq. ft 20-25% slope increment X 22,5% median slope value =
+ sq. ft 25-30% slope increment X 27.5% median slope value =
+ sq. ft 30-35% slope increment X 32.5% median slope value =
+ sq. ft 35-40% slope increment X 37.5% median slope value =
Total square feet
in net buildable area
Calculation:
+
+
+
Total square feet
adjusted for slope
total square feet adjusted for slope divided by total square feet in net buildable area
= weighted average slope of net buildable area
_ % (Note: multiply by 100 to convert to percent— roundup to nearest whole percent)
Use the table below to determine the minimum density factor. This density is substituted for the minimum density
factor in K.C.C. 21A.12.030 table when calculating the minimum density as shown in Section VI of this worksheet.
Weighted Average Slope of Net
Minimum Density Factor
Buildable Area(s) of Site:
0% -- less than 5%
85%
5% - less than 15%
83%, less 1.5% each 1 % of
average slope in excess of 5%
15%-- less than 40%
66%, less 2.0% for each 1 % of
average slope in excess of 15%
EXAMPLE CALCULATION FOR MINIMUM DENSITY ADJUSTMENTS FOR MODERATE SLOPES:
sq. ft 0-5% slope increment X 2.5% median slope value =
+ 10,000 sq. ft 5-10% slope increment X 7.5% median slope value = 750 +
+ 20,000 sq. ft 10-15% slope increment X 12.5% median slope value = 2,500 +
+ sq. ft 15-20% slope increment X 17.5% median slope value = +
+ sq. ft 20-25% slope increment X 22.5% median slope value = +
+ sq. ft 25-30% slope increment X 27.5% median slope value = +
+ sq_ ft 30-35% slope increment X 32.5% median slope value = +
+ sq_ ft. 35-40% slope increment X 37.5 % median slope value = +
30,000 Total square feet 3,250 Total square feet
in net buildable area adjusted for slope
3,250 Total square feet adjusted for slope divided by 30,000 Total square feet in net buildable area
_ .108333 Weighted average slope of net buildable area
11% (Note: multiply by 100 to convert to percent — round up to nearest whole percent)
Using the table above, an 11 % weighted average slope of net buildable area falls within the 5% -- less than 15%
range which has a minimum density factor of 83%, less 1.5% for each 1 % of average slope in excess of 5%. Since
11% is 6% above 5%, multiply 6 times 1.5 which would equal 9%. Subtract 9% from 83% for an adjusted minimum
density factor of 74%. This replaces the minimum density factor in K.C.G. 21A.12.030 table.
KingCoDensityDimensionCalcFORM Ir-cal-subden.pdf 1012612005 Page 4 of 6
0 0
VIII. Maximum Dwelling Units Allowed (K.C.C. 21A.12.030 -.040):
This section should be completed only if the proposal includes application of residential density incentives
(KC -C, 21A.34) or transfer of density rights (K.C.C. 21A.37). Maximum density is calculated by adding the
bonus or transfer units authorized to the base units calculated in Section III of this worksheet. The maximum
density permitted through residential density incentives is 150 percent of the base density (see Section 11) of
the underlying zoning of the development or 200 percent of the base density for proposals with 100 percent
affordable units. The maximum density permitted through transfer of density rights is 150 percent of the base
density (see Section II) of the underlying zoning of the development.
base density in dwelling units per acre see (Section II) X 150% =
maximum density in dwelling units per acre X site area in acres =
maximum dwelling units allowed utilizing density incentives (K.C.C. 21A.34)
maximum density
base density in dwelling units per acre (see Section II) X 200% = maximum density
maximum density in dwelling units per acre X site area in acres =
maximum dwelling units allowed utilizing density incentives with 100 percent affordable units (K.C.C. 21A.34)
base density in dwelling units per acre (see Section II) X 150% =
maximum density in dwelling units per acre X site area in acres =
maximum dwelling units allowed utilizing density transfers (K.C.C. 21A.37)
Calculation:
base allowable dwelling units calculated in Section III
+ bonus units authorized by K.C.C. 21A.34
+ transfer units authorized by K.C.C. 21A.37
total dwelling units (cannot exceed maximum calculated above)
IX. Minimum Lot Area For Construction (K.C.C. 21A.12.100):
Except as provided for nonconformances in K.C.C. 21A.32:
maximum density
A. In the UR and R zones, no construction shall be permitted on a lot that contains an area of less than
2,500 square feet or that does not comply with the applicable minimum lot width, except for townhouse
developments, zero -lot -line subdivisions, or lots created prior to February 2, 1995, in a recorded
subdivision or short subdivision which complied with applicable laws, and;
B. In the A, F, or RA Zones:
1. Construction shall not be permitted on a lot containing less than 5,000 square feet; and
2. Construction shall be limited to one dwelling unit and residential accessory uses for lots containing
greater than 5,000 square feet, but less than 12,500 square feet. (K.C.C. 21A.12.100)
KingCoDensityDimensionCalcFORM lc-cal-subden.pdf 1 0126!2005 Page 5 of 6
0 0
X. Lot Width (K.C.C. 21A.12.050(B)):
Lot widths shall be measured by scaling a circle of the applicable diameter within the boundaries of the lot as
shown below, provided than an access easement shall not be included within the circle. (See K.C.C.
21 A.12.050).
. ■ _ ■ Ali ■ ■ ■ ■ . . _ . .
Lot Width Measurement
Check out the DDES Web site at www.metrokc.gov/fides
Kin gCoDensityDimensionCalcFORM lc-cal-subden.pdf 10/2612005 Page 6 of 6
1 0 i
DENSITY
WORKSHEET
City of Renton Development Services Division
1055 South Grady Way -Renton, WA 98055
Phone: 425.430-7200 Fax: 425-430-7231
1. Gross area of property:
1. 383,891 square feet
2. Deductions: Certain areas are excluded from density calculations.
These include:
Public streets**
Private access easements**
Critical Areas*
Total excluded area:
3. Subtract line 2 from line 9 for net area
4. Divide line 3 by 43,560 for net acreage:
5. Number of dwelling units or lots planned:
6. Divide line 5 by line 4 for net density:
38,886 square feet
0 square feet
53,421 square feet
2. 92,277 square feet
3. 291,614 square feet
4. 6.69 acres
5. 27 units/lots
6. 4.0 = dwelling units/acre
`Critical Areas are defined as "Areas determined by the City to be not suitable for
development and which are subject to the City's Critical Areas Regulations
including very high landslide areas, protected slopes, wetlands or floodways."
Critical areas buffers are not deducted/excluded.
** Alleys (public or private) do not have to be excluded.
C:1Documents and Settings'%paula.BURNSTEADHQ\.L.ocal Settings\Tetnporary Internet Hes',OLM\Rentondensity.doc
1 Inst updated
02-6..5-2C'C 01.10 Pr, USES on, WA 2125-255-4278
MAILBOX REQUIREMENTS
NOTICE FOR ALL NEW PLATS AND SHORT PLATS
City of Renton Planning Division
1055 South Grady Way -Renton, WA 88057
Phone: 425-430-7200 Pax: 425-430-7231
The Port Office wants to be involved In helping you locate your mailboxes before construction
begins. Please call 1-800.275-8777 for the location of the Post Ofte that will service your plat.
Then, take a copy of your plat map along with this form to the specifed Post Office for their sign -off.
Please submit the signed form along with your application.
Property Location: N t L_e Ave _ NL t )Ur=
Owner's Name: Phone Number; HCL*. 91_2,M441
Land Use Application Number., LUL-- L V � 0 ?n
Post Office Approval:
CliftY of Renton
Planning Division
GUc 13 U I a
H_-warmskPlanninglmailbox.dor -1. 08107
M.1
3G0 TITLE INSURANCE COMPANY
701AVENUIF #2300, SEATTLE, WA 98104
SECOND CERTIFICATE
PLAT CERTIFICATE
Order No_: 12
Certificate for Filing Proposed Plat:
In the matter of the plat submitted for our approval, this Company has examined the records of the
County Auditor and County Clerk of KING County, Washington, and the records of the
United States Courts holding terms iu said County, and from. such P,xamination hereby certifies that t
the followiug described land situate in said KING County, to -wit -
SEE SCHEDULE A (NEXT PAGE)
VESTED IN:
RICK BURNSTEAD CONSTRUCTION, LLC, A WASHINGTON LIMITED LIABILITY
EXCEPTIONS:
SEE SCHEDULE B ATTACHED
CHARGE: $ 2 0 0.0 0
TAX: $17.80
Records examined to JULY 15 , 2010 at 8.00 AM
1'000--O�aj.o.x
By
MIKE HARRIS
Title Officer
(206)628-5623
.ark of the
title to
cay of Renton
;nning Division
'CAGO TITLE INSURANCE CONIPAN-
PLAT CERTIFICATE
SCHEDULE A
(Confmued) Order No.:
LEGAL DESCRIPTION
PARCEL A--
THE
:
THE SOUTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF
THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, IILLAMETTE
MERIDIAN, IN ICING COUNTY, WASHINGTON;
EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF 148TH
SOUTHEAST_
PARCEL S:
THE NORTH 132 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST L QUARTER
OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAS3',
WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON;
EXCEPT THE EAST 330.09 FEET.
PARCEL C:
THE NORTH 132 FEET OF THE WEST 110 FEET OF THE EAST 330 FEET OF THE SO.TH HALF OF
THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SE TION 10,
TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, SHINGTON;
EXCEPT THE SOUTH 102 FEET THEREOF.
PARCEL D:
THE SOUTH 102 FEET OF THE NORTH 132 FEET OF THE WEST 110 FEET OF THE ST 330
FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF `"
SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE
MERIDIAN, IN KING COUNTY, WASHINGTON.
PARCEL E:
1
THE NORTH 132 FEET OF THE WEST 95 FEET OF THE EAST 220 FEET OF THE L)UU,Lkl HALF
OFTHE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF ECTION 10,
TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN ICING COUNTY,WASHINGTON;
SEE NEXT PAGE
F A,i'Oz'r;,/MA/0M
CHICAGO TITLE INSURANCE COMPANY
SCHEDULE A
(Continued) policy No_: 0 012 4 C 9 8 0
LEGAL DESCRIPTION
PARCEL F:
THE NORTH 132 FEET OF THE EAST 125 FEET OF THE SOUTH HALF OF THE NORTH HALF OF
THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH,
RANGE 5 EAST, WILLAMETTE MERIDIAN, IN FLING COUNTY, WASHINGTON;
EXCEPT ANY PORTION THEREOF LYING WITHIN 148TH AVENUE SOUTHEAST. I
0
E
CHICAGO TITLE INSURANCE COMPANY
PLAT CERTIFICATE
SCHEDULE B
Order No.:
This certificate does not insure against loss or damage by reason of the following exceptions:
GENERAL EXCEPTIONS:
A. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records
or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for
value of record the estate or interest or mortgage thereon covered by this Commitment.
B. Rights or claims of parties in possession not shown by the public records.
C. Encroachments, overlaps, boundary line disputes, and any other matters which would be disclosed by an
accurate survey and inspection of the premises_
D. Easements or claims of easements not shown by the public records.
E. Any lien, or right to lien, for contributions to employee benefit funds, or for state workers' compensation, or
for services, labor, of material heretofore or hereafter furnished, all as imposed by law, and not shown by
the public records.
F. Liens under the Workmen's Compensation Act not shown by the public records.
G. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity
or garbage removal.
H. General taxes not now payable; matters relating to special assessments and special levies, if any, g�eceding or in
the same becoming a lien.
1. Reservations or exceptions in patents or inActs authorizing the issuance thereof;
Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitle servitudes.
J. Water rights, claims, or title to water.
K. THIS REPORT IS ISSUED AND ACCEPTED UPON THE UNDERSTANDING THAT T LIABILITY
OF THE COMPANY SHALL NOT EXCEED ONE THOUSAND DOLLARS($]A00.00).
I
CAGO TITLE INSURANCE COMPANA
PLAT CERTTFICA.TE
SCHEDULE B
(Continued) Order No.: 12409$0 ,
EXCEPTIONS
v 1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: PUGET SOUND ENERGY
PURPOSE: UTILITY SYSTEMS FOR GAS AND ELECTRICITY
AREA AFFECTED: PORTIONS OF SAID PREMISES, AS DESCRIBED
IN SAID INSTRUMENT
RECORDED: APRIL 22, 2010
RECORDING NUMBER: 20100422000195
A
2. DECLARATION OF CONDITIONS AND RESTRICTIONS REGARDING ANNEXATION TO A
PUBLIC WATER DISTRICT DISTRICT AND FORMATION OF A LOCAL IMPROVEMENT
DISTRICT:
RECORDED: MAY 10, 1984
RECORDING NUMBER 8405100995
J3 AFFECTS: PARCEL F.
c 3. DECLARATION OF COVENANT, INCLUDING THE; TERMS AND PROVISIONS
RECORDED: MAY 23, 1984
RECORDING NUMBER: 8405230816
IV AFFECTS: PARCEL A.
a 4. CITY OF RENTON ORDINANCE NUMBER 4612, AND THE TERMS AND CONDITIONS
THEREOF:
RECORDED: JUNE 21, 1996
RECORDING NUMBER: 9606210966
REGARDING: ESTABLISHING AN ASSESSMENT DISTRICT FOR
SANITARY SEWER SERVICE
I
F 5. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, D LINQUENT IF
AL
FIRST HALF UNPAID ON MAY 1, SECOND HF DELINQUENT IF UNPAID N NOVEMBER
1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE IN'T'EREST AND PENALTIES):
I
YEAR: 2010
TAX ACCOUNT NUMBER: 102305-9368-03
LEVY CODE: 2161
ASSESSED VALUE -LAND: $ 405,000.00
i
:CAGD TITLE INSURANCE COWAN- 4
PLAT CERTIFICATE
SCHEDULE B
(Continued)
ASSESSED VALUE -IMPROVEMENTS:
GENERAL & SPECIAL TAXES:
AFFECTS: PARCEL A
$ 108,000.00
BILLED: $ 6,257.55
PAID: $ 3,128.78
UNPAID: $ 3,128.77
Order No.:
c 6. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15,
FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID
1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENAL'
YEAR:
TAX ACCOUNT NUMBER:
LEVY CODE:
ASSESSED VALUB-LAND:
ASSESSED VALUE -IMPROVEMENTS:
GENERAL & SPECIAL TAXES:
AFFECTS: PARCEL B
2010
102305-9350-03
2161
$ 236,000.00
$ 0.00
BILLED: $ 2,788.61
PAID: $ 1,394.31
UNPAID: $ 1,394.30
a 7. THE PROPERTY HEREIN DESCRIBED IS CARRIED ON THE TAX ROLLS AS
HOWEVER, IT WILL BECOME TAXABLE ON THE DATE OF THE EXECUTION
CONVEYANCE TO A TAXABLE ENTITY AND SUBJECT TO THE LIEN OF RE
TAXES FOR THE BALANCE OF THE YEAR FROM THAT DATE.
r
T
TAX ACCOUNT NUMBER: 102305-9391-04
LEVY CODE: 6855
ASSESSED VALUE -LAND: $ NOT DISCLOSED
ASSESSED VALUE -IMPROVEMENT: $ NOT DISCLOSED
AFFECTS: GENERAL TAXES AS TO PARCEL C
NQUENT IF
NOVEMBER
F A
PROPERTY
GENERAL TAXES HAVE NOT YET BEEN ASSESSED AGAINST SAID PARCEL FOLLOWING
THE DEED RECORDED UNDER RECORDING NUMBER 20060921000769, IN WENCH PHIL
SANDERS, TREASURY OPERATIONS MANAGER, KING COUNTY FINANCE ANDIBUSINESS
OPERATIONS DIVISION, CONVEYED SAID PARCEL TO RICK BURNSTEAD CONSTRUCTI
CO.
8. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, D4LINQUENT IF
FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER
1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES):
0 CAGO TITLE INSURANCE COMPAN5
PLAT CERTIFICATE
SCHEDULE B
(Continued)
YEAR:
TAX ACCOUNT NUMBER:
LEVY CODE:
ASSESSED VALUE -LAND:
ASSESSED VALUE -IMPROVEMENTS
GENERAL & SPECIAL TAXES:
2010
102305-9391-04
2161
$ NOT DISCLOSED
$ NOT DISCLOSED
BILLED: $ 12.08
PAID: $ 12.08
UNPAID: $ 0.00
AFFECTS: SPECIAL TAXES FOR PARCEL C
Order No.:
x 9. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF
FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER
1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTtS):
YEAR:
TAX ACCOUNT NUMBER:
LEVY CODE:
ASSESSED VALUE -LAND:
ASSESSED VALUE -IMPROVEMENTS:
s
x
GENERAL & SPECIAL TAXES:
AFFECTS: PARCEL D
2010
102305-9189-00
2161
$ 108,000.00
$ 169,000.04
BILLED: $ 3,427.64
PAID: $ 1,713.82
UNPAID: $ 1,713.82
10. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15,
FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID
1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENAL
YEAR:
TAX ACCOUNT NUMBER:
LEVY CODE:
ASSESSED VALUR-LAND:
ASSESSED VALUE -IMPROVEMENTS:
GENERAL & SPECIAL TAXES
AFFECTS: PARCEL E
2010
102305-9346-00
2161
$ 109,000.00
$ 0.00
BILLED: $ 1,400.37
PAID: $ 700.19
UNPAID: $ 700.18
IF
ER
11. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, D INQUENT IF
FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID 0NOVEMBER
1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTI S):
`CAGO TITLE INSURANCE COMPANT�
PLAT CERTIFICATE
SCHEDULE B
(Continued)
YEAR:
TAX ACCOUNT NUMBER:
LEVY CODE:
ASSESSED VALUE -LAND_
ASSESSED VALUE -IMPROVEMENTS
GENERAL & SPECIAL TAXES:
AFFECTS: PARCEL F
2010
102305-9345-01
2161
$ 104,000.00
$ 74,000.00
BILLED: $ 2,108.50
PAID: $ 1,054.25
UNPAID. $ 1,054.25
Order No..
x 12_ THE LEGAL DESCRIPTION IN THIS CERTIFICATE IS BASED ON INFORMA ION
PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS AS DEFI HEREIN.
THE PARTIES MUST NOTIFY THE TITLE INSURANCE COMPANY IF THE DE CRIPTION
DOLS NOT CONFORM TO THEIR EXPECTATIONS.
o NOTE 1:
THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE
DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMEN'T'S OF R W 64.04.
SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A OMPLETE
LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE D CUMENT:
NE SE, SECTION 10 -23 -5 -
END OF SCHEDULE B
CHICAGO TITL.,. INSURANCE COMPANY
701 FIFTH AVENUE, #3400, SEATTLE, WA 98104
PHONE: (206)628-5623
FAX: (206)628-5657
INeORTAN!': This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with.
reference to streets and other land. No liability is assumed by reason of relian hereon.
Northeast 1/ of the Southeast j/ of Section 10-23-4
?nf0n
PJa
�nir)g Divisio,,
AL,
20091230001673.001
RETURN Ta:
John F. Sherwood, Jr.
Peterson Russell Kelly PLLC
10900 N.E. Fourth Street, Suite 1550
Bellevue, WA 98004
20091230001 fi73
SDCIUS LAI! G00 0M 65_00
12/30/ZM 15822
KING COUNTY, UP
E2423750
12/30/2009 14:11
SAk COUNTY, NA
;10.08
S00." PAGE -M OF 001
QUIT CLAIM DEED
Grantor: Rick Burnstead Construction Co i, who acquired title as Rick
Burnstead Construction Co.
Grantee: Rick Bumstead Construction LLC
Legal Description:
Portion of Northeast Quarter/ Southeast Quarter/ Section 101 Tow iship 23
North/ Range 5 East, WM./ records of King County, Washington
Complete legal descriptions on Page 3
Assessor's Tax Parcel Numbers:
406425,01
102305-9189;102305-9391;102305-9345;
9345; 102305-9350 and 102305-9368
102305-
20091230001673.002
QUIT CLAIM DEED
THE GRANTOR, Rick Burnstead Construction Co. 1, a Washington corporation, who ac quirw
title as Rick Burnstead Construction Co., for consideration of a transfer from the Grantor
corporation to its sole shareholder, conveys and quit claims to Rick Burnstead Constructior L LLC, a
Washington limited liability company, the following described real estate, situated in the County of
King, State of Washington, together with all after acquired title of the Grantor therein:
Legal °description contained in Exhibit A attached hereto and made a part hereof.
Dated: December, 2009.
RICK BURNSTEAD CONSTRUCTION CO. I
STATE OF WASHINGTON )
) ss.
COUNTY OF KING }
On this day personally appeared before me Frederick H. (Rick) Burnstead, to
to be the President of Rick Bumstead Construction Co. 1, the corporation that e)
foregoing instrument, and acknowledged the said instrument to be the free and volum
deed of said corporation, for the uses and purposes therein mentioned, and on oath st,
was authorized to execute the same instrument.
GIVEN under my hand and official seal this,;q7 clay of 2k c - 2009
:% j 3ANi O
Q`,rsstaty sly (� a C l
�o�[print notary's name]
NOTARY
Notary Public in and for the State of Washington
PLRX i residing at e
My commission expires:
�N1111��
4W2s.o1
known
ted the
act and
that he
0 0 1 20091230001673.003
EXHIBIT A
PARCEL 102305-9189:
The land referred to is situated in the State of Washington, County of Kung ,and is described as SOI laws:
THE SOUTH 102 FEET OF THE NORTH 132 FEET OF THE WEST 110 FEET OF THE EAIT 330
FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER F THE
SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN
ICING COUNTY, WASHINGTON;
TOGETHER WITH AN EASEMENT FOR INGRESS; EGRESS AND UTILITIES OVER THE NORTH
30.01 FEET OF THE EAST 300.09 FEET OF THE FOLLOWING DESCRIBED TRACT:
THE NORTH 132.0 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST
QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5
EAST, W.M., IN KING COUNTY, WASHINGTON;
EXCEPT FROM SAID EASEMENT THE EAST 30 FEET LYING WITHIN THE RIGHT OF AY OF
I48TH AVENUE SOUTHEAST;
ALSO EXCEPT FROM SAID EASEMENT THAT PORTION THEREOF LYING WITHIN THE
ABOVE DESCRIBED MAIN TRACT.
EL 102305-9391:
THE WEST 110.09 FEET OF THE EAST 330.09 FEET OF THE NORTH 30 FEET OF THE b ORTH
132 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUART] OF
THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M.,
IN KING COUNTY, WASHINGTON.
PARCEL 102305-9345 AND PARCEL 102305-9346
THE NORTH 132 FEET OF THE WEST 95 FEET OF THE EAST 220 FEET OF THE SOU
HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST
QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING
WASHINGTON;
TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER,
AND UNDER THE EAST 300.09 FEET OF THE NORTH 30.01 FEET OF THE FOLLOVr
DESCRIBED TRACT:
THE NORTH 132.0 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST
QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 10; j
EXCEPT ANY PORTION THEREOF LYfNG WITHIN 148TH AVENUE SOUTHEAST, AND
EXCEPT THAT PORTION OF SAID EASEMENT LYING EASTERLY OF THE WEST L7 OF
THE MAIN TRACT DESCRIBED ABOVE.
PARCEL B:
THE NORTH 132 FEET OF THE EAST 125 FEET OF THE SOUTH HALF OF THE NOR HALF
406425.01
LJ
20091230009673.004
OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP
23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON,
EXCEPT ANY PORTION THEREOF LYING WITHIN 148TH AVENUE SOUTHEAST.
PARCEL 102305-9350
THE NORTH 132 FEET OF THE SOU'T'H HALF OF THE NORTH HALF OF THE NORTHE
QUARTER OF THE SOUHEAST QUARTER OF SECTION 10 TOWNSHIP 23 NORTH, RP►]
EAST, W.M., IN KING COUNTY WASHINGTON;
EXCEPT THE EAST 330.09 FEET;
TOGETHER WITH AN EASEMENT FOR INGRESS AND UTILITIES OVER THE NORTH
FEET OFTHE EAST 300.09 FEET OF THE FOLLOWING DESCRIBED TRACT;
THE NORTH 132.00 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORT
QUARTER OF THE SOUTHEAST QUARTER OF SETION 10, TOWNSHIP 23 NORTH, RA
EAST, W.M., IN KING COUNTY, WASHINGTON;
EXCEPT THE EAST 30 FEET THEREOF LYING WTrM THE RIGHT OF WAY OF 148TH
AVENUE SOUTHEAST.
PARCEL 102305-9368
THE SOUTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEASTj
QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5
EAST, W.M., IN KING COUNTY, WASHINGTON;
EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF 14e AVENUE
SOUTHEAST.
406425.0E
..• -% ' 0 0 20100¢22000195.001
RETURN ADDRESS:
Puget Sound Energy, Inc.
Attn: R1W Department, L Bergman
PO Box 80868 ► EST -06W
Bellevue, WA 98008
EASEMENT r ORIGINAL
REFERENCE M
GRANTOR
Rick BurnMead Construction LLC
GRANTEE:
PUGET SOUND ENERGY, INC -
SHORT LEGAL:
Ptns of NE % of SE Y of Sec. 10, Twn. 23 N., Rag. 5 E., W- M-, KC, WA
ASSESSOR'S PROPERTY TAX PARCEL: 102305-9189,1023054391, 102305-9345, 502345-9346,
102305-9350, and 102305-9368
For and in consideration of One DDhar ($1414) end other valuable consideration in hand paid,
('Grantor herein), hereby conveys and warrants to PUGET SOUND ENERGY, INC., a Washington Corps
{'Grantee herein] for the purposes hereinafter set forth, a nonexciusfvs perpetual easement over, under,
across and through the following described reel property ("Property' herein) in King County, Washington.-
SEE
ashington:
SEE Emarr "A" ATTACHED HERETO AND BY THIS REFERENCE MADEAPART HEREOF.
Except as may be a&mWse set forth herein Grantees rights shall be exercised upon that portion of hue
('Easement Area' herein) described as follows:
EASEMENT No. f: ALL STREETS AND ROAD RIGHTS-OF-WAY (BOTH PRIVATE AND PUBLIC) AS
WAV OR HEREAFTER DESIGNED, PLATTED, AND/OR CONSTRUCTED WITHIN THE ABOVE
DESCRIBED PROPERTY. JWHEN SAID STREETS AND ROADS ARE DEDICATED 70 TW PLMLIC,
THIS! CLAUSE SHALL BECOME NULL AND VOID.)
EASEMENT No. 2: A STRIP OF LAND 10 FEET IN WIDTH ACROSS ALL LOTS, TRACTS AND OPEN
SPACES LOCAMP WITHIN THE ABOVE DESCRIBED PROPERTY BEING PARALLEL TO AND
COINCIDENT WITH THE BOUNDARIES OF STUD PUBLIC STREETS AND ROAD RIGHTS-OF-WAY,
EASEMENT N0. 3: A STRIP OF LAND 3 FEET IN YAM ACROSS ALL LOTS, TRACTS AND OPEN
SPACES LOCATED WITHIN THE ABOVE DESCRIBED PROPERTY BEING PARALLEL TO AND
COINCIDENTYRTH THE BOUNDARIES OF ALL ALLEYWAYS AND PRIVATE DRIVES.
EASEMENT NO. 4: AN EASEMENT OVER THE ABOVE DESCRIBED PROPERTY FOR VAULTS,
PEDESTALS AND RELATED FACILITIES ("VAULT EASEMENTS") ADJACENT TO EASEMENT AREA
No. 3. THE VAULT EASEMENT MAY occupy UP To AH ADo1T1�oN�A�L`5� FEET IN WIDTH (FOR A
EASEMENT TOTAL WIDTH OF 10 FEET) WITH THE LENGTH OF EACH VAULT ENT EXTENDING 5 FEET
FROM EACH END OF THE A"UILT VAL"Sy
1. Purpose. Grantee shall have the right to use the Easement Area to construct, operate, maintain, repair
replace, improve, remove, and enlarge one or more utility systems for purposes of transmission, distribution and sale
of gas and elect&Ry- Such system may Include, but are not limited to:
Underground faclllttes. Pipes, pipelines, mains, laterals, conduits. regulators and
feeders for gas: condults, linea, cables, vaults, switches and transformers for elecUioity; fiber optic
cable and other lines, cables and facilities for communications; semi -buried or ground -mounted
facilities and pads, manholes, meters, fixtures, attachments and any and all other facifidiees or
appurtenances necessary or convenient W any or all of the foregoing.
Following the initial' construction of all or a portion of its systems, Grantee may, from time to time. construct
such additional facilities ask may require for such systems. Grantee shah have the right of aroess to The Easement
Area over and across the Properly to enable Grantee to exercise its rights hereunder. Grantee shall compensate
Graniorfor any damage to the Property caused by the exercise of such right of aocess by Grantw.
Z Easement Area Clearing and Maintenance. Grantee shaSI have the right ID cut, remove and dispose
OF any and all brush, bees or other vegetation in the Easement Area. Grantee shall also have the right to control, ori
a contlnuing basis and by any prudent and reasonable means, the establishment and growth of brush, trees or other
vegetation in the Easement Area.
EXCISE TAX NOT REQUINO
Delaney Perk
1090573638 10743(7961079826 - Records
Page 1 of 3 B Deputy,, `
+ 20100422000195.002
3. Grantor's Use of Essament Area. Grantor reserves the right to use the Easement Area for any
purpose not inconsigtrxrt with the rights herein granted, provided, however, Grantor shall not constnici or maintain
any buildings, structures or other objects on the Easement Area and Grantor shall do no blasting within 300 feet of
Grantees fecilides without Grantee's prior written consent
4. Indemnity. Grantee agrees to indemnify Grantor horn and against liability incurred by Grantor as a
resuft of Grantee's negligence In the exercise of the rights herein granted to Grantee, but notching herein shall require
Grantee la indemnify Grantor far that portion of any such liability attributable to the negligence of Grantor or the
negligence of allms.
5. Abandonment. The rights herein granted shall continue until such time as Grantee ceases to use Ihre
Easement Area for a period of five (5) successive years, in which event, this easement shall terminate and all rights
hereunder, and any improvements remaining in the Easement Area, shall revert to or otherwise became the property
of Grantor, provided, however, that no abandonment shall be deemed to have occurred by reason of Grantee's
failure bo tribally install its systems on the Easement Area withtn any period of time from the date hereof.
S. Successors and Assigns_ Grandee shall have the right to assign, apportion or otherwise transfer any
or ad of its tots. benefits, privileges and interests artsing in and under this easement. Without limiting the
generality of the foregoing, the rights and obligations of the parties shall inure to the benefit of and be binding upon
their respective successors and assigns, �]
DATED this f (P day of �C �dly� 2010_
GRANTOR:
Rita Sumatead Construction LLC, a Washington Limited UaNKy Company
ffM-,!r r .t ,iIMV—Mflrtlr�lX
STATE OF WASHINGTON)
COUNTY OF )
On this —&, day of & r I .2010. before me, the urhderstgned, a Notary Public
and _fpr the State of Washington, duly commissioned and swom, personally appear , to me known to be the person(s) who signed
of Rick Burnstead Construction LLC,
Washlrhgton Lim Ltalollity Company, the corporation that exemned the within and foregoing inUmment, a
acknowledged said instrument to be HIS 1 HER free and voluntary act and deed and the free and voluntary act a
deed of Rick Sumstead Construction LLC for the uses and purposes therein mentioned; and on oath stated it
HE f SHE was aulhortred to execute the said instrument on behelf of said Rick Burnstead Constructlan LLC_
iN W ITNESS VI'HZ RE eel my hand and official seal the day and year first above written.
ww+n
i j(Prini or sthimp name of Notary)
r aq
�,�; NOTARY PUBLIC in and for the State of
.....r �Lr Washington, residing at �Src,..1.110'
Fn4rF rrlNith��',a�'
My Appolntment Expires: r r%;Ldi 2r
xewr.w�,.,er.um,�,.r .ct hWr�PWM rmwp�+
Delaney Park
105057363 & 10703G79611)75626
Page 2 of 3
201 OD42200019,5.003
EXHIBIT "A"
TAX PARCEL #102305 -9189 -
THE LAND REFERRED TO IS SITUATED IN THE STATE OF WASHINGTON, COUNTY OF KING, AND IS
DESCRIBED AS FOLLOWS:
THE SOUTH 102 FEET OF THE NORTH 132 FEET OF THE WEST 110 FEET OF THE EAST 330 FEET OF THE
SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
SECTIDN 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M., IN MIS COUNTY, WASHINGTON.
TAX PARCEL #1 D2305-9391.-
THE
2305-$391:
THE WEST 110.09 FEET OF THE EAST 330.09 FEET OF THE NORTH 30 FEET OF THE NORTH 132 FEET OF
THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, w. M., IN KING COUNTY, WASHINGTON.
TAX PARCEL #142305 9346:
THE NORTH 132 FEET OF THE WEST 95 FEET OF THE EAST 220 FEET OF THE SOUTH HALF OF THE NORTH
NALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH,
RANGE 5 EAST, W. Y., IW KING COUNTY, WASHINGTON.
TAX PARCEL #102305-9345--
THE
102305-9345:
THE NORTH 132 FEET OF THE EAST 125 FEET OF THE SOUTH HALF OF THE. NORTH HALF OF THE
NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5
EAST, W. M., IN KING COUNTY, WASHINGTON;
EXCEPT ANY PORTION THEREOF LYING WITH M 148' AVENUE SOUTHEAST.
TAX PARCEL 91023OS4350:
THE NORTH 132 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE
SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, w. M., IN KING COUNTY,
WASHINGTON;
EXCEPT THE EAST 330.09 FEET.
TAX PARCEL #102305-9368:
THE SOUTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE
SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 WORTH, RANGE 5 EAST, W. N., IN KING COUNTY,
WASHINGTON;
EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF 14C AVENUE SOUTHEAST.
Delaney PRrk
10507363 81070SUM I07582S
Page 3 of 3
2. I/We have requested the issuance by King County of the
following permit or approval for the above described property:
Mobile Hane
(ic or Plat
3. Pursuant to King County ordinance 5828, Section 4, the
above described permit oz approval is exempt from King County's
requirements for fire hydrants and water mains.
4. Recognizing the above facts and in consideration of
King County's issuance of the requested permit/approval: I/We
hereby agree to join in the execution of a petition for and not
to protest, the formation of a utility local improvement district
for purposes of providing water mains and fire hydrants consis-
tent with applicable King County standards. For this purpose,
I/we hereby designate the manager of the public water district
responsible for the local improvement district as our agent
authorized to sign a petition pursuant to RCW 57.16.060 on our
behalf.
�s
��;�;Y,�'{T.'u.T.1es,,r 4YSX.ell;NM4h^.'.`AV�x'S'A!r!�-i'.T: ,i�u`�R�'mrr•rl Yd,+r�w'!iw,'� !4P �+^.r �n"
.Ifs
g
DECLARATION OF CONDITIONS, COVENANTS AND OF
RESTRICTIONS REGARDING FORMATION OF A
UTILITY LOCAL IMPROVEMENT DISTRICT
In consideration of approval by Xing County of a
permit/approval for the property
+4°
(Bui or P a
`F
described below, ,
Owner s es
property owners, hereby covenant and
agree as follows:
1. I/We are the owners of property within King County,
which is legally described as follows: (legal Description}
'
?=
ri
Lot 10-23-05 (flock 9345 Code 6855 Sec. 10, . 23I 05. N 132 ft. of
E 125 ft. of S � of N � of NE k of SL' less co. rd.
_
2. I/We have requested the issuance by King County of the
following permit or approval for the above described property:
Mobile Hane
(ic or Plat
3. Pursuant to King County ordinance 5828, Section 4, the
above described permit oz approval is exempt from King County's
requirements for fire hydrants and water mains.
4. Recognizing the above facts and in consideration of
King County's issuance of the requested permit/approval: I/We
hereby agree to join in the execution of a petition for and not
to protest, the formation of a utility local improvement district
for purposes of providing water mains and fire hydrants consis-
tent with applicable King County standards. For this purpose,
I/we hereby designate the manager of the public water district
responsible for the local improvement district as our agent
authorized to sign a petition pursuant to RCW 57.16.060 on our
behalf.
7`'RiPf''+»'�►�'nFR'tiY
I,
5. This Declaration of Conditions, Covenants and Restric-
y`
trict5 is binding Upon our heirs,assignees and successors in
r`
interest as the owners of the above-described property and is
a covenant running with the land.:ry,
6. This Declaration of Conditions, Covenants and Restric-
tions shall not be released without the express written approval
r:
of the King County Fire Marshal or his successor.
•vr
I r
0 (Signature) ER
(Signature)
3,1
d7
.'
On this 25rh_day of __April 19S4, before me personally
rl
appeared
r,
to me known to be the (individuals) I of the
y
corporation) described herein and who executed the foregoing
instrument as their free and voluntary act and deed for the uses
and purposes herein mentioned.
lo
Witness my hand and seal hereto affixed the 25th. day of�
P0,
}
_ April , 14$4.
+f
Notary Public In and fr* the
Stat Washington, rN.aiaing
r5r
1
at
44.3
;f t
RECO F 4.00
a'
55
3 .'.
1472
Ct �1
in jezf4
Jr
DSC:aR � i Tau G"r' CC+�:I,�f)T
Knot/ all rren by thcsr Frezenta that we (I) the undersi:r ed, owners in fee si-ipie
,,3
e_ the lard deser'.hed herein, hereby declare this ca^:enanc and plsce sa,-e cm ece:H.
"a (I) ar' (an} the owner(s) in fee air it of the follouir.g d'esc;ihed real a tate
situated i King County, State of z W2�hirg•on, `o witr r�lY •'rf A v �j F
- - !, FSI f
L��I>�� � /�/ ll�� .'z �' lr�n � /�/� (. ['rrn �•r f��:>>lr riff � ro,�{
on which we (2) desi_e a sir
dra'n field. ,le family residence ser -iced by a septic Lark an
hCN, SHEREFCrA'a, we (1) air±e and covenant that aa.d owners), their snor_ssars
ar.d assigns will noir construct, malrtair., or sutrer to be constructed more th
ane single family residence unless such second and subseovent rssi-encesaraan
connected and receive sewer service from a legally constituted sewer i .tract
or municipality. It is further agreed and cov_nanted that the above identified
property will not be =bdivided for residential purposes unless -.erred by a
publie sesmr.
These covenants shall run with the land and shall be birding or. all parties
having or acquirirg any right, title, or interest in.. the land described
herein or any part thareof, as long, as septic tank service is required for
the flat residence.
00 vi
C Witness our hands this day Of , I4
C")
3� u w �,- 0 f 1}1S n -r r,. 23 It 2. 0 g S 1
Cwnars
State of Washington :
County of xLrg as ,f is is OF : F
2, the under-aigred, a Rotary Public in and far the above named County and s- hiiY
do hereby certify that on this da2. of '7' gq
to me known to be the individuals described in and who executed the within
instrument, and acknowledge that they signed and sealed the same as Chis)(rer)(jtheir)
free and raluntary act and deed, for the uses and purposes berein mentioced.
Given under my hand and ofricial seal the day and year last above written. �
_( ntary is rri he State of as tn.gton
residing at
FTLI rtG
D5partment of Records and flections
Roam 5CM'- County Administration g14.
;rd and James
1• Seattle, Washirstcn, ?$1CtI
Filing ?ee
U .CO Car ist page (COPY 'l
`e stamped Erle)
.91.20 for 4ach additional page
WHEN peCOROED RETURN Ta
dffice of rhe c: tr O irk
Kenton Murk:.; �k bLliding
2Q0enuesouth
MWA 9W
Q R
MM
C -MV
LL.
1
CEWMTE
1. the
City of 11%eiltof7r Wf?I.:'.inii0`r
and correct Coyly
Subscribed and
Chwk of tete
this is a true
N
LU CITY OF ROMN, WASHINGTON
ORDINANCE NO. 4612
AN ORn33MMM DF 7S8 CITY OF RS 4TON, WA5811070111,
ESTABLISHING AN ASSESSHEIRT DISTRICT FOR sAWrimy sxm
SKMECE IN A PORTLW OF THE SOrM HIGHLANDS, HEATU'
DGMES, AND MLPI+aXVRM SM-DMnTS AND ESTAHLESHIHG T,HS
AMOUNT OF TEM CHARGE UFOti CC1Ni =TION TO 'ME YACILITIBS .
THE CITY COUNCIL OF THE CITY OF RENON, WASHINGTON, DO O• AiN
AS FOLLOWS
s8L'TYON I. There is hereby created a Sanitary ewer
SeXViCe Special Assessment District for the area served by. the, East
to Renton Sanitary Sewer Interceptor in the northeast quadrant of the
City of Renton and a portion of its urban growth area within
unincorporated King County, which area is more particu arly
jQ described in Rxhibit "A" attached hereto. A map of70cutt
ice
area is attached as Exhibit 11B." The recording of dais is
to provide notification of potential connection and int rest
charges. While this connection charge may be paid at any time the
City does not require payment unti]. Such time as the sparcgl is
connected to and thus benefiting from the sewer facilities. The
property may be solei or in, any other way change hands wi bout
triggering the requirement, by the City, of payment of the charges
associated with this district.
SECTION II. persons connecting to the sanitary 'sewer
facilities in this special Assessment District and which prope.tles
9
ig
DRDjNAXCE 4612
have not been charged or assessed with all costs of the Bast
Sanitary Sewer Interceptor, as detailed in this ordinance, jshall
pay, in addition to the payment of the connection permit fee aLnd in
addition to the system development charge, the following addi ional
fees:
A. Per Unit Charges New connections of residential culling
i
units or equivalents shall pay a fee of $224.52 per dwelling' unit
I
and all other uses shall pay a unit charge of $0.069 per Iquare
foot of property. Those properties included within this Srcial.
Assessment District and which may be assessed a charge ther4under
P are included within the boundary legally described in Exhibit "A"
Q� and which boundary is shoran on the -Tr .p attached as Exhibit "B.1
=T10N til: In addition to. the aforestated charges, there
shall be a charge of 4.11W per annum added to the Per Unit rge.
The .interest charge shall accrue for no more than ten (14) years
from the date this ordinance becomes effective. Interest
will be simple interest and not compound interest.
V'. This ordinance shall be eff ctive
passage, approval, and thirty (30) days after publication`.
PASSED BY THE . CITY COUNCIL this l= day of =e____
I its
1996.
City Clerk
omvpqma 4612
APPROVED BY THE MAYOR this 10th day of
Agprave as to formt:
Lawrence J. Warren, City Attorney
Date of Publication: 6/14/46
ORD.576:5/20/96:as.
June
Jes Tanner, Mayor
3 � !
1996.
I �-..- .-- __ �r - .4 _ ... __ 0
Exhibit A
LEGAL DESCRIPTION OF THE SPECIAL ASSESSMENT DISTRICT
FOR THE CrFY OF RENTON- EAST RENTON INTERCEPTOR
Portions of Sections 8, 9, 10, 11, 14, 15, 15, 17, 21 and 22 all in Township 23N,
Range 5E W.M. in King County, Wasbftigton
Sectlon 10, Township 23N, Range 5E W.M. I
All of that portion of Section 10, TuwusWp 23N, Range 5E W.M. lying utherly
and Westerly of the following described line;
Beginning on the West line of Section 10 at its intemeclion with the Norh lime of
the South V2 of the North V2 of said Section Iii; thence Fast along said •rth line
to its intersection with the centerline of 142nd Avenue SE; thence Southerly
along said centerline to its intersection with the North line of the Southeast 1/4 of
said Section 10; thence East along said North line to its int6rsection with the East
line of said Section 10 and the terminus of said line.
Section 0, Township moi, Range 5E 1fi X
All of that portion of Section 8, Township 23N, Range 5E W.M. 1
of the
East right-of-way lime of SR -405 and South of the following described
Beginning at the; intersection of the East line of said Section 8 with the
terline
of NE Street; thence Westerly along said centerline of NE 7th
to its
intersection with the centerline of Sunset Boulevard NE; thence North
along
the centerline of Sunset Boulevard NE to the North line of the Svuth�t Va of
said Section 8; thence West along said North line to the East right -of -why
line of
SR -405 and the terminus of said line.
�
Oa
Q
'Section 9, Township 23K Range SE W.M.
Vf
All of that portion of Section 9, Township 23N, Range 5E W.M. lying
uth and
East of the following described line: -
s1!
0
Beginning on the centerline of NE 7th Street at its intersection with the c
mterline
of Edmonds Avenue NE, thence Easterly along the centubne of NE 7th
St=t to
its intersection with the centerline of Monroe Avenue NE; thence North
ong said
centerline to the South line of the Northeast 1/ of said Section 9;
East
along said South line to its intersection with the centerline of Redmon
Avenue
NE; thence Northerly along said centerline to its bAeirsection with the
line of
NE 10th Street; thence East along said centerline to the East line of
Section
9 and the terminus of said line.
Sectlon 10, Township 23N, Range 5E W.M. I
All of that portion of Section 10, TuwusWp 23N, Range 5E W.M. lying utherly
and Westerly of the following described line;
Beginning on the West line of Section 10 at its intemeclion with the Norh lime of
the South V2 of the North V2 of said Section Iii; thence Fast along said •rth line
to its intersection with the centerline of 142nd Avenue SE; thence Southerly
along said centerline to its intersection with the North line of the Southeast 1/4 of
said Section 10; thence East along said North line to its int6rsection with the East
line of said Section 10 and the terminus of said line.
Legal Des --t ron of the SpeciO Assmvie t Distrkf
for thg Citta of Renton — Fast Denton Inter=tor
Section 11, Township 23N, Range 5E W.M.
All of the Southwest Va of Section 11, Township 23N. lunge 5E WAL,
2af3
Section 14, Township 23K Rartgo 6E W.M.
All of that portion of Section 14, Tvwnahip 23N, Range 5E. W.M. des as
follows:
Al of the Northwest V4 of said section, together- with the Southwest 'A of said
section, except the South Ih of the Southeast 'la of said Southwest 'A aid except
the plat of McIntire Homesites and % of streets adjacent as recorded in the Book
of Plats. Volume 58, Page 82, Records of Kung County, WaEshiungtan, and emept
the South 151.55 feet of the East 239.435 feet of Tract 6, Block 1 of�ar PUver
Five Acre Tracts as recorded m the Book of Plats, Volume 16, Page 52, rds of
King County, Washington, less th of the street abutting said portion of Tract 6.
Block 1, and less Tract 6, Block 2 of said Cedar River Five Acre Tracts, ess % of
the street adjacent to said Tract 6, Bloch 2, and except the South 82.7 5 feet of
the East 150 feet of Tract 5, Block 2 of said Cedar River Five Acre Tracts and less
'fl the street adjacent to said portion of ZYact 5. Block 2.
W4
Section 15, Township 23N, Mange 5E W.M.
Gy -
AU of that portion of Section 15. Township 23N, Range 5E. W.M.,t the
Southwest A of the Southwest VL of the Southwest V4 of said section.
Section 1% Township 23N, Range 5E W.A .
All df that portion of Section 16, Township 23N, Range 5E W.M.,pt that
portion of the Southeast Vi of the Southeast 2/4 of the said Section 16 Fast of
the East line of the Plat of Maplewood Division No. 2 as recorded in the Bek of
Plats Volume 39, page 39, Records of Bing County Washington and its ortherly
extension to the North lime of said Southeast 'l4 of the Southeast V4 of the said
Section 16 and except that portion of said section lying Southerly of the'Northerly
right-of-way line of SR 169 (Maple Valley Highway) .
Section i?, Township 23N, Range 5E WX
All of that portion of Section. 17, Township 23N, Range 5E W.M.. lying
Northeasterly of the Northeasterly right-of-way of SR -169 (Maple Valley Highway)
and Easterly of the Fast right-of-way line of SR -405 less that porton lying
generally West of the East and Southeasterly line of Branson Way lying
Legal DM-riphoft of the Ski Assmwtent District
or the City of Renton -- Fist Renton kqE for 3 of 3
between the South tine of the NE 3rd Street and the Northeasterly margin of SR -
405.
R405.
Sftfion 21, Township 23N, Range SE W.M.
All that portion of Section 21, Township 23N, R 5E W.M. lying NortheA ksterV of
the Northeasterly right-of-way line of SR -169 Maple Valley Highway) and West of
the .East line of the Plat of Maplewood Division No. 2 as recorded in Book of
Plats, volume 39, page 39, Records of King County, Washir gtori.
Section 22, Township 23M Range SE W.M.
All of that portion of Section 22. Township 23N, Range 5E W.M. dere ed as
follows:
All of the Northwest A of the Northeast V4 of said Section 22Northe
Southerly line of the Plat of Maplewood Heights as recorded �e Book
volume 78, pages 1 through 4. Records of King County, Washington.
Together with the North 227.11 feet of the West 97.02 of the Northeast
Northeast 1/ of said Section 22.
0
Of the
Plats,
V4 of the
Printed: 08-13-2010
Payment Made
CITY OF REN T ON
1055 S. Grady Way
Renton, WA 98055
Land Use Actions
RECEIPT
Permit#: LUA10-058
08113/2010 09:32 AM
Total Payment: 1,500.00
CONSTRUCTION LLC
Current Payment Made to the Following items:
city
�raoF,1 Renton
------ v1Siot
;1 iiu 13
Receipt Number:
Payee: RICK BURNSTEAD
Trans Account Code Description Amount
5012 007.345.81.00.009 Final Plat 1,500.00
Payments made for this receipt
Trans Method Description Amount
---------- -------- ---------------------------- ---------------
Payment Check 5115 1,500.00
Account Balances
Trans
Account Code
Description
Balance Due
3021
303.000.00.345.85
Park Mitigation Fee
_00
5006
000.345.81.00.0002
Annexation Fees
.00
5007
000.345.81.00.0003
Appeals/Waivers
.00
5008
007.345.81.00.004
Binding Site/Short Plat
.00
5009
007.345.81.00.006
Conditional Use Fees
.00
5010
007.345.81.00.007
Environmental Review
.00
5011
007.345.81.00.008
Prelim/Tentative Plat
.00
5012
007.345.81.00.009
Final Plat
.00
5013
007.345.81.00.010
PUD
.00
5014
007.345.81.00.011
Grading & Filling Fees
.00
5015
007.345.81.00.012
Lot Line Adjustment
.00
5016
007.345.81.00.013
Mobile Home Parks
.00
5017
007.345.81.00.014
Rezone
.00
5018
007.345.81.00.015
Routine Vegetation Mgmt
.00
5019
007.345.81.00.016
Shoreline Subst Dev
.00
5020
007.345.81.00.017
Site Plan Approval
.00
5021
007.345.81.00.018
Temp Use, Hobbyk, Fence
.00
5022
007.345.81.00.019
Variance Fees
.00
5024
007.345.81.00.024
Conditional Approval Fee
.00
5036
007.345.81.00.005
Comprehensive Plan Amend
_00
5909
007.341.60.00.024
Booklets/EIS/Copies
.00
5941
007.341.50.00.000
Maps (Taxable)
.00
5954
650.237.00.00.0000
DO NOT USE - USE 3954
.00
5955
000.05.519.90.42.1
Postage
.00
5998
000.231.70.00.0000
Tax
.00
Remaining Balance Due: $0.00
R1003605
•
•
DEPARTMENT OF COMMUNITY vaintt)
AND ECONOMIC DEVELOPMENT
M E M O R A N D U M
DATE: August 9, 2009
TO: Arneta Henninger, Plan Review
FROM: Jennifer Henning, Planning Manager
SUBJECT: Delaney Park Landscape Comments
I have reviewed the drawings dated 6/5/09, Sheets L-1 through L-5 prepared by Tutko
Landscaping and Nursery, Inc. for the above -referenced Plat. The landscape drawings
are APPROVED, 1 have stamped the drawings approved.
Comments regarding plat conditions still apply.
cc: [Calibri 9 font]
H:ICEDIPIanning\Current Planning\JTH',,Templateslstandardmemo dced.doc
0
Project Name: DELANEY PARK SUBDIVISION
Project Address• NE 7TH PL, LYONS AVE NE & NILES
Contact Person:
Permit Number, LUAI0-025
Project Description: 27 single family plat
Land Use Type;
❑Residential
❑ Retail
ONon-retail
Calculation:
(27) 9.57 = 258.39
258.39 X 75= $19,379.25
•
S# 865
Method of Calculation:
❑ ITE Trip Generation Manual, 8th Edition
❑ Traffic Study
❑ Other
(210) SFR 9.57/DU
Transportation
Mitigation Fee: $19,379.25
Calculated by: A. HENNINGER Date: April 2, 2010
Date of Payment: