Item 6D13 SOUTHLAKE
CITY OF
Department of Planning & Development Services
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November 28, 2012
PROJECT: Preliminary Plat for Ridgeview at Southlake
EXECUTIVE
SUMMARY: On behalf of Mary & Mike Cosgrove and Pat Sheehey, Four Peaks — RM, Inc. is
requesting approval of a Preliminary Plat for Ridgeview at Southlake for the
development of thirty -one (31) single - family residential lots on approximately 13.22
acres located at 505 to 519 Davis Boulevard. SPIN Neighborhood #10
REQUEST
DETAILS: Four Peaks — RM, Inc. is requesting approval of a Preliminary Plat for Ridgeview at
Southlake for the development of thirty -one (31) single - family residential lots and
seven (7) open space lots. The plat is consistent with the Zoning Change and
Development Plan (ZAl2 -085) presented to the Planning & Zoning Commission on
October 18, 2012 being processed concurrently, and scheduled to be heard by City
Council on November 6, 2012 for 1 Reading.
ACTION NEEDED: 1) Conduct Public Hearing
2) Consider Preliminary Plat Approval Request
ATTACHMENTS: (A)
(B)
(C)
(D)
(E)
(F)
(G)
Background Information
Vicinity Map
Plans and Support Information
Plat Review Summary No. 3, dated November 28, 2012
Surrounding Property Owners Map
Surrounding Property Owners Responses
Full Size Plans (for Council Members only)
STAFF CONTACT: Ken Baker
Daniel Cortez
(817) 748 -8067
(817) 748 -8070
Case No.
ZAl2 -095
BACKGROUND INFORMATION
OWNERS: Mary S. Cosgrove, Michael P. Cosgrove, and Pat Sheehey
APPLICANT: Four Peaks — RM, Inc.
PROPERTY SITUATION: 505, 507, 511, 515 and 519 Davis Boulevard
LEGAL DESCRIPTION: Tracts 2A, 2A1, 2A5C, and 2A6 in the W.R. Eaves Survey, Abstract No. 500
and Tracts 1 and 1C, Thomas J. Thompson Survey, Abstract No. 1502
LAND USE CATEGORY: Mixed Use
CURRENT ZONING: TZD — Transition Zoning District
REQUESTED ZONING: TZD — Transition Zoning District
HISTORY:
- The approximately 1,284 square -foot structure at 511 Davis Blvd is
identified in several historical publications as the Wilson -Brown House.
Tarrant Appraisal District lists the structure as having been built in 1900, but
other sources indicate that the main portion of the house may have been
built in the early 1880's. It was originally a log structure, but later additions
and modifications such as wood or vinyl siding have changed its
appearance over the years. The house originally belonged to Robert E.
Wilson (1845- 1923), credited as the founder of the Jellico settlement that
once existed near the intersection of Southlake and Davis Boulevards, and
is shown on an 1895 map of Tarrant County in the same approximate
location as can be seen using aerial photography today. Using the TAD
data, it is probable that the house is the oldest remaining dwelling in
Southlake, and it is almost certain that it is the last remaining structure from
the Jellico community, which had all but disappeared by 1920.
- Tarrant Appraisal District shows the homes at 515 and 519 Davis Blvd.
were built in 1960 and 1972 respectively.
- On October 1, 1996 the City Council approved "SF -20A" zoning (Ord. 480-
207) for the Southlake Woods residential subdivision, including a 0.4 -acre
access strip to Davis Blvd which was never officially platted as part of
Southlake Woods
- On April 7, 1998 the City Council approved "S -P -1" zoning (Ord. 480 -272)
on the northernmost 3.7 acres of this request for an urgent care medical
facility.
- On February 17, 2009 the City Council approved a Zoning Change and
Development Plan for Ridgeview at Southlake under Planning Case ZA08-
075.
CITIZEN INPUT: A SPIN meeting was held on October 8, 2012 at Southlake Town Hall for
the proposed Zoning Change and Development Plan being processed
concurrently with this Preliminary Plat under Planning Case ZAl2 -085.
TRANSPORTATION
ASSESSMENT: Existing Area Road Network and Conditions
The development has approximately 1375 -feet of frontage along Davis
Boulevard (FM 1938), a five -lane TXDOT roadway with paved shoulders.
The development is proposing two new streets that will intersect with Davis
Case No. Attachment A
ZAl2 -095 Pagel
Traffic Impact
The developer's Traffic Impact Analysis (TIA), conducted by C &P
Engineering, was reviewed by Lee Engineering at the request of City staff in
2008 when this development was initially reviewed. That review is included
in Attachment `C' of the report under Planning Case ZA08 -075. An update
to traffic study was provided by the applicant and it is noted that the
modified development plan being proposed has a reduced impact than the
previous proposal. Any potential deceleration lanes as a result of this
development would need to be evaluated by the Texas Department of
Transportation ( TxDOT).
TREE PRESERVATION: The applicant is proposing to preserve a majority of the existing trees along
the western boundary with Davis Boulevard. There is approximately 28.9%
existing tree cover and the applicant is proposing to preserve 51.5% tree
cover.
SOUTHLAKE 2030: Consolidated Future Land Use
The Southlake 2030 Consolidate Future Land
Use Plan designates this area as Mixed Use. As
proposed, the development being proposed is
consistent with the future land use in place.
Case No.
ZAl2 -095
Master Thoroughfare Plan & Median Plan
Southlake's Master Thoroughfare Plan calls for
Davis Boulevard (FM 1938) to be a multi -lane
TXDOT roadway requiring 130 feet of right -of-
way. No additional right -of -way is required to be
dedicated by these properties at this time. The
Median Plan component of Southlake's Urban
Design Plan recommends a landscaped median in Davis Blvd with a full
median break /opening at this development's northernmost entry. However,
it is not anticipated that medians will be constructed on Davis Blvd. in the
near future.
Pathways / Sidewalk Plan
Neither the Pathways Master Plan nor the Sidewalk
Plan make any
Attachment A
Page 2
Blvd and serve the development. A street stub is also proposed to allow for
a future connection to undeveloped properties to the south.
* Vehicle Trips Per Day (Vtpd)
* AM -In, AM -Out, PM -In and PM -Out are peak hour generators on a weekday
* Quantities based on Institute of Traffic Engineers Trip Generation Manual 7rh Edition
recommendations for sidewalks or trails along the east side of Davis Blvd in
this location. A 6 -foot sidewalk is proposed along Davis Blvd and 5 -foot
sidewalks on both sides of internal streets.
PLANNING & ZONING
COMMISSION: November 8, 2012; Approved (7 -0) subject to Plat Review Summary No. 2
dated November 2, 2012 and Staff Report dated November 2, 2012.
STAFF COMMENTS: Attached is Plat Review Summary No. 3, dated November 28, 2012.
WCommunity DevelopmenhMEMO12012 Cases1095 - PP - Ridgeview at SouthlakelStaff Report
Case No. Attachment A
ZAl2 -095 Page 3
Vicinity Map
Ridgeview at Southlake
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ZAl2 -095
Preliminary Plat
505, 507, 511 515 and 519 Davis Blvd.
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Case No. Attachment B
ZAl2 -095 Page 1
Plans and Support Information
Proposed Preliminary Plat
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ZAl2 -095
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Case No.
ZAl2 -095
Attachment C
Page 1
Proposed Development Plan (ZAl2 -085)
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Case No. Attachment C
ZAl2 -095 Page 2
PLAT REVIEW SUMMARY
Case No.: ZAl2 -095 Review No.: Three Date of Review: 11/28/2012
Project Name: Preliminary Plat for Ridgeview at Southlake
APPLICANT: Four Peaks — RM, Inc. SURVEYOR: Loyd Bransom Surveyors, Inc.
Tom Matthews Charles B. Hooks
2600 E. Southlake Blvd., #120 -323 1028 N. Sylvania Avenue
Southlake, TX 76092 Fort Worth, TX 76111
Phone: (214) 676 -3434 Phone: (817) 268 -0408
Fax: Fax:
CITY STAFF HAS REVIEWED THE ABOVE REFERENCED PROJECT RECEIVED BY THE CITY ON 10/24/2012 AND WE
OFFER THE FOLLOWING STIPULATIONS. THESE STIPULATIONS ARE HEREBY MADE CONDITIONS OF PLAT APPROVAL
UNLESS SPECIFICALLY AMENDED BY THE CITY COUNCIL. IF YOU HAVE ANY QUESTIONS OR NEED FURTHER
CLARIFICATION, PLEASE CONTACT DANIEL CORTEZ AT (817) 748 -8070.
1. The following changes are needed with regard to easements:
a. Provide pedestrian access easements where sidewalks are located on private properties
(e.g. open space lots in conformance with the Development Plan being proposed.
2. Label adequate corner clips at the intersections to allow for the minimum 30 -foot radius
requirement.
3. All plats must comply with underlying zoning district regulations.
Landscape / Tree Preservation Review Comments
Keith Martin
Landscape Administrator
(817) 748 -8229
kmartin(a
TREE CONSERVATION COMMENTS:
1. It looks like the proposed storm sewer from Lots 4 and 8, Block C, to the right -of -way to Davis Blvd.
may conflict with the preservation of at least two (2) existing trees in the open space area between
Davis Blvd. and lots in Block C.
Alex Ayala, P.E.
Civil Engineer
(817) 748 -8274
aavalaa_ci.southlake.tx.us
Public Works / Engineering Review Comments
GENERAL COMMENTS
1. This review is preliminary. Additional requirements may be necessary with the review of
construction plans.
2. Show the radius of the proposed cul -de -sac. The minimum cul -de -sac radius is 50 -feet.
3. Provide adequate corner clips at the intersections of Street A and Street B with Davis Blvd.
(FM 1938) to allow for the minimum 30 -foot radius requirement.
4. Construction within Davis Blvd. will require a permit from TXDOT. Please submit permit application
prior to site plan approval.
Case No. Attachment D
ZAl2 -095 Page 1
5. Verify that the proposed drives on FM 1709 meet TXDOT minimum spacing requirement of 360'
between drives.
6. For projects containing diversion or impoundment the following note should be placed in the final
plat: Compliance with the provisions of the City's Storm Drainage Policy does not relieve a person
of the responsibility of complying with all other applicable laws, including, but not limited to, Section
11.086, Texas Water Code.
7. Alignment of the southernmost driveway on Davis Blvd. will need to be aligned center -to- center
with the Sonic Driveway.
8. Median openings on Davis Blvd. will need to be surveyed and shown accurately on the plans.
Use the City of Southlake GPS monuments whenever possible. Information can befound inthe
City of Southlake website:
http:// www. citVofsouthlake .com /index.aspx ?NID =266
EASEMENTS
1. Easements for the sidewalk in the interior loop of the park need to be provided and labeled
accordingly.
2. Provide all necessary easements for water, sanitary sewer and drainage. Easements shall be 15'
minimum and located on one lot — not centered on the property line. A 20' easement is required if
both storm sewer and sanitary sewer will be located within the easement.
3. A drainage easement will be required for access onto and around the detention pond for
maintenance. The plat will need to indicate that the Homeowner's Association will be responsible
for the maintenance and up -keep of the detention pond.
4. Lot to lot drainage will not be allowed, provide drainage easements where needed for runoff.
Water and sewer lines cannot cross property lines without being in a public easement or in the
ROW. All water and sewer lines in easements or ROW must be constructed to city standards.
WATER COMMENTS:
1. Fire hydrants and water meters must be located in an easement or right -of -way.
2. Fire hydrants shall be spaced a maximum of 300 linear feet apart.
Fire lines are separate from the service lines.
SANITARY SEWER COMMENTS:
1. Sewer line on the southern end of Winding Ridge Tr. needs to be extended to the south property
line to provide future connection to the property to the south.
All sewer lines in easements or ROW must be constructed to City standards.
DRAINAGE COMMENTS:
1. Provide necessary calculations proving that detention is not required.
Provide information certifying that the detention pond located in the Southlake Wood Subdivision
has been sized for fully developed flows from the Ridgeview site.
Calculations will be required to verify that the proposed streets and the proposed curb inlets will be
able to convey the volume of storm water at proposed conditions.
The majority of the runoff generated by the proposed site improvements discharges into adjacent
storm drain systems. Calculations will be required which demonstrate that the receiving storm
drain systems have the capacity necessary to convey the runoff without negatively impacting
downstream conditions. Pre and post conditions will need to be analyzed.
A TxDOT Drainage Permit will be required to discharge into the Davis Blvd. storm drain system.
Copies of the permit will need to be submitted to the Public Works Department.
All storm sewers collecting runoff from the public street shall be RCP.
Case No. Attachment D
ZAl2 -095 Page 2
This property drains into a Critical Drainage Structure #18 and requires a fee to be paid prior to
beginning construction ($212.61/Acre).
The discharge of post development runoff must have no adverse impact on downstream properties
and meet the provisions of Ordinance # 605.
INFORMATIONAL COMMENTS:
* Submit 4 copies of the civil construction plans (22" X 34" full size sheets) and a completed
Construction Plan Checklist as part of the first submittal for review directly to the Public Works
Administration Department. The plans shall conform to the most recent construction plan checklist,
standard details and general notes which are located on the City's website.
http:// www. citvofsouthlake. com/ Pub ]icWorks /engineeringdesign.asp
* An access permit from TxDOT is required prior to construction of driveways on FM 1938. Submit
application and plans directly to TxDOT for review.
* A ROW permit shall be obtained from the Public Works Operations Department (817) 748 -8082 to
connect to the City's sewer, water or storm sewer system.
* A Developer's Agreement may be required for this development and may need to be approved by
the City Council prior to any construction of public infrastructure. Construction plans for these
improvements must be approved by Public Works prior to placing the Developer's Agreement on
the City Council agenda for consideration.
* Any hazardous waste being discharged must be pretreated Ordinance No. 836.
Kelly Clements
Assistant Fire Marshal
(817) 748 -8233
KClementsa- ci.southlake.tx. us
lei 21►121 :L W6161LVA I►VAl21►1& 1
Fire Department Review Comments
Subdivision street names to be approved by city prior to final plat. Submit proposed names and
alternate names as soon as possible.
Automatic fire sprinkler system will be required for residences over 6,000 square feet. (per 2009
I.F.C. Sec. 903.3.1.3 as amended) Submit plans to Reed Fire Protection, 14135 Midway Road,
Suite G260, Addison, Texas 75001. Phone 214 - 638 -7599.
FIRE LANE COMMENTS:
Fire lanes require minimum 30 ft. inside turn radius and minimum 54 ft. outside turn radius. Plans
do not indicate approved dimensions.
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• Hydrants to have Hydra -Storz connections with butterfly vanes on pumper outlet for five -inch
diameter hose.
• Hydrants required at maximum spacing for R -3 and U Occupancies is 400 feet for subdivisions with
un- sprinkled homes and 600 feet for subdivisions that are completely sprinkled.
• Hydrants are required at intersecting streets and at intermediate locations between as prescribed
above, measured as the hose would be laid. Add fire hydrant at north entrance into subdivision.
• Relocate fire hydrant at lot 12 to lot 13 to meet minimum hydrant spacing requirements.
INFORMATIONAL COMMENTS:
All construction plans to be submitted for a building permit must conform to the edition of the
International Fire Code currently amended and adopted.
Case No. Attachment D
ZAl2 -095 Page 3
Informational Comments
A permit from TxDOT must be obtained prior to any curb cut along F.M. 1938. Please note the trails
along the F.M. 1938 R.O.W. require a R.O.W. use permit from TxDOT and construction plans must
be coordinated with them and the City.
Please be aware that a deceleration lane may be required by TxDOT. Coordinate with TxDOT and
the City's Public Works Department to determine if the deceleration lane will be necessary.
Construction Specifications for Sidewalks
a. Concrete Requirements: Concrete for sidewalks shall have a minimum compressive strength of
three thousand (3,000) psi at twenty -eight (28) days. The quantity of mixing water shall not
exceed six and one -half (6'/2) U.S. gallons per sack (ninety -four (94) lbs.) of Portland cement.
The slump of the concrete shall not exceed four (4) inches. A minimum content of five (5) sacks
of cement per cubic yard of concrete is required. Sidewalks shall be at least four (4) inches
thick.
b. Reinforcement: Sidewalks shall be reinforced with 3/8 inch No. 3 bars set on 24 -inch centers.
c. Expansion and Control Joints: One - half -inch premolded bituminous expansion joints with No. 4
( -inch nominal diameter) smooth dowels shall be spaced at twenty -foot intervals. Where new
work abuts driveways, pavement, curbs or any other work, expansion joints shall be filled with
premolded bituminous expansion joint filler or redwood at least one -inch nominal thickness and
shall extend six (6) inches deep and the entire width of the concrete sections. Bars used in this
joint shall be sleeved to allow for the movement of concrete on the bars. The bars shall be
smooth three - eighth (3/8) inch No. 3 bars minimum. No deformed bars shall be allowed.
Sidewalk control joints shall be grooved three - eights (3/8) inch deep on four -foot centers.
d. Sidewalk Finish: The surface of the sidewalk shall have a monolithic broom finish. In no case
shall the surface be left slick or with a glossy finish. The edges of the sidewalk control joints
and expansion joints shall be tooled to a smooth finish not less than two (2) inches in width.
Exposed edges of the sidewalk shall be rounded with an edger to a radius of onehalf ('/2) inch.
e. Fire Hydrant Locations: Where a sidewalk is to be constructed and a fire hydrant would be within
the forms, the forms shall curve around the fire hydrant such that the walk misses the fire
hydrant by a minimum distance of one (1) foot. A transition of 10 feet is required in and out of
curved areas.
f. Service and Meter Boxes: Where a sidewalk is to be built and a water meter box would be within
the forms, a precast, concrete box shall replace the plastic box. This box shall have a hinged
metal lid and be set at an elevation that will be equal to the finish grade of the sidewalk. If the
builder so chooses, the builder may move the water meter box outside the forms at the builders
expense.
g. Drainage: All sidewalks shall be built at an elevation that will not impede or be otherwise
detrimental to proper lot drainage, with natural grade preferred.
Wheel -Chair Access Ramps
a. Location: A wheel -chair access ramp must be constructed at any point a proposed sidewalk
intersects a city street with the exception of walks leading from the street to the door of a
residence. Access ramps must be constructed with a maximum 1" wide expansion material
between the street and ramp flush with the finish grade.
b. Grade: Care shall be taken to ensure a uniform grade meeting ADA requirements on the ramp,
free of sags and short grades. Access ramps shall be built to grades no greater than 1 ft. of fall
per 12 feet in length.
c. Surface Finish: Surface texture of the ramp shall be obtained by coarse brooming, perpendicular
to the slope of the ramp.
d. Curb and Gutter: The normal gutter line shall be maintained through the area of the ramp. Curb
cuts for ramps shall be located as shown on street plans or as approved by the City Engineer.
The approval of a Final Plat is required prior to any construction or permits being issued at this site.
Case No. Attachment D
ZAl2 -095 Page 4
All sidewalks shall be located between the curb or grade line of the public street and the ROW line
or public access easement if approved by the city, no closer than two (2) feet to the curb or grade
line. The City Engineer or Building Official may alter alignment so that the sidewalk meanders
within the area between the curb and right -of -way line.
A Developers Agreement is required prior to construction of any public infrastructure. The
Developer's Agreement for this addition should consider streets, drainage, park dedication
requirements and fees, off -site sewer extensions, off -site drainage and utility easements and
impact fees.
No review of proposed signs is intended with this site plan. A separate building permit is required
prior to construction of any signs.
Please be aware that all existing trees shown to be preserved on the City Council approved Tree
Conservation Plan must be preserved and protected during all phases and construction of the
development. Alteration or removal of any of the existing trees shown to be preserved on the
approved Tree Conservation Plan is a violation of the Tree Preservation Ordinance and the zoning
as approved by the Southlake City Council. Please ensure that the layout of all structures,
easements, utilities, structures grading, and any other structure proposed to be constructed do not
conflict with existing trees intended to be preserved.
A meeting with the Parks & Recreation Board may be necessary due to the modifications being
proposed prior to any permits being issued for the development. Please contact Kari Happold with
Community Services at (817) 748 -8018 for further information.
All development must comply with the Drainage Ordinance No. 605 and the Erosion and Sediment
Control Ordinance No. 946, as amended.
Development must comply with all requirements in Zoning Ordinance No. 480, Section 43, Overlay
Zones.
Proper provision shall be made for adequate storm drainage at the ends of dead end streets.
The development must comply with all requirements set forth in Ordinance No. 480 -578a, as
amended.
Denotes Informational Comment
Case No. Attachment D
ZAl2 -095 Page 5
Surrounding Property Owners
Ridgeview at Southlake
11
9
k12
8 10
13
4
7 37 15 27
6 16 26 I 3R 17
5 18 30
36 39 19
28
20
35 21
4 22 32
46
23 31
3 24
2 427 41 5 44
1 43 40
SPO #
1.
Owner
Kuelbs, Gregory G
Property Address
600 DAVIS BLVD
Zoning
RE
Acreage
3.06
Response
NR
2.
Kuelbs, Gregory G
504 DAVIS BLVD
RE
2.03
NR
3.
Kuelbs, Gregory G
500 DAVIS BLVD
RE
5.50
NR
4.
Key, Dorothy
300 DAVIS BLVD
RE
6.09
NR
5.
Mantheiy, Joseph Etux Peggy
200 DAVIS BLVD
RE
5.08
NR
6.
Drews Realty Group
190 DAVIS BLVD
SP2
1.35
NR
7.
Encore Retail Dev Co Lp
180 DAVIS BLVD
SP2
1.56
NR
8.
Wendys International Inc
2325 W SOUTHLAKE BLVD
C2
0.75
NR
9.
Stanley Crossing Lp
2301 W SOUTHLAKE BLVD
C2
1.34
NR
10.
Southlake Dunhill Holdings 1
2225 W SOUTHLAKE BLVD
C3
2.59
NR
11.
Walmart Real Estate Bus Trust
2201 W SOUTHLAKE BLVD
C3
5.84
NR
12.
Raio, Steven & Susan M
125 DAVIS BLVD
C3
0.85
NR
13.
Springs, William A & Jennifer
1908 SHOOTING STAR LN
SF20A
0.44
NR
14.
Harder, Timothy R
1912 SHOOTING STAR LN
SF20A
0.43
NR
15.
Forst, Robert Etux Ginger
1916 SHOOTING STAR LN
SF20A
0.61
NR
16.
Birmingham, James Etux Betsy
1920 SHOOTING STAR LN
SF20A
0.66
NR
17.
Casonhua, Darren Etux Renee
600 HONEYSUCKLE HOLLOW
SF20A
0.58
NR
18.
Davis, Scott M Etux Mary S
604 HONEYSUCKLE HOLLOW
SF20A
0.49
NR
19.
Whitman, Eric B Etux Shelly D
608 HONEYSUCKLE HOLLOW
SF20A
0.46
NR
20.
Mikolasik, Ryan Etux Aimee
612 HONEYSUCKLE HOLLOW
SF20A
0.45
NR
21.
Stewart, David A Etux Nicole D
616 HONEYSUCKLE HOLLOW
SF20A
0.56
NR
22.
Griffin, Peter
620 HONEYSUCKLE HOLLOW
SF20A
0.52
NR
23.
Shurtz, Todd R Etux Elizabeth
624 HONEYSUCKLE HOLLOW
SF20A
0.50
NR
24.
Vetter, Bradley G Etux Cynthia
628 HONEYSUCKLE HOLLOW
SF20A
0.79
NR
25.
Kim, Dean H Etux Margaret
1923 WHITE OAK CLEARING
SF20A
0.49
NR
26.
Schloss, Duncan M
1915 SHOOTING STAR LN
SF20A
0.46
NR
27.
Igbal, Ahmed Etux Azmat P
1909 SHOOTING STAR LN
SF20A
0.46
NR
28.
Durant, Thomas Bently
1920 COUNTRY MOSS WAY
SF20A
0.55
NR
29.
Veerabathina, Sanjay Etux N
1921 BIG BEND COVE
SF20A
0.46
NR
30.
Koontz, Lana J Etvir Robert
1917 BIG BEND COVE
SF20A
0.46
NR
Case No. Attachment E
ZAl2 -095 Page 1
31.
Plows, Ian A Etux Soo Nee
1922 WHITE OAK CLEARING
SF20A
0.46
NR
32.
Wang, Bobby Y Etux Nai -Chia
1917 COUNTRY MOSS WAY
SF20A
0.48
NR
33.
Drews Realty Group Inc
170 DAVIS BLVD
C2
0.24
NR
34.
Mantheiy, Joseph Etux Peggy
220 DAVIS BLVD
AG
0.72
NR
35.
Cosgrove, Mary & J P Sheehey J
519 DAVIS BLVD
TZD
1.61
NR
36.
Cosgrove, Mary & J P Sheehey J
519 DAVIS BLVD
TZD
1.55
NR
37.
Venus Partners Vi Lp
505 DAVIS BLVD
TZD
3.97
NR
38.
Sheehey, John P Jr & Eileen
507 DAVIS BLVD
TZD
0.47
NR
39.
Cosgrove, Michael P
511 DAVIS BLVD
TZD
1.38
NR
40.
Chester Assets Ltd
685 DAVIS BLVD
AG
12.75
NR
41.
Chester Assets Ltd
585 DAVIS BLVD
AG
0.95
NR
42.
Chester Assets Ltd
605 DAVIS BLVD
AG
0.29
NR
43.
Chester Assets Ltd
661 DAVIS BLVD
AG
1.46
NR
44.
Chester Assets Ltd
603 DAVIS BLVD
AG
3.02
NR
45.
Chester Assets Ltd
601 DAVIS BLVD
AG
0.47
NR
46.
Cosgrove, Mary S
515 DAVIS BLVD
TZD
5.23
NR
Responses: F: In Favor O: Opposed U: Undecided NR: No Response
Notices Sent:
Responses Received:
Case No.
ZAl2 -095
Forty -Six (46)
None
Attachment E
Page 2
Surrounding Property Owner Responses
NONE
Case No. Attachment F
ZAl2 -095 Page 1