HomeMy WebLinkAboutAgenda_P&Z_02.16.2016Notice of Meeting for the
Planning and Zoning Commission
of the City of Georgetown
February 16, 2016 at 6:00 PM
at 101 E. Seventh Street, Georgetown, Texas 78626
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Regular Session
(This Regular Session may, at any time, be recessed to convene an Executive Session for any purpose
authorized by the Open Meetings Act, Texas Government Code 551.)
A Call to Order
Pledge of Allegiance
Comments from the Chair
- Welcome and Meeting Procedures
Action from Executive Session
Public Wishing to Address the Board
On a subject that is posted on this agenda: Please fill out a speaker registration form which can be
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On a subject not posted on the agenda: Persons may add an item to a future Board agenda by filing a
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http://government.georgetown.org/category/boards-commissions/.
B As of the deadline, no persons were signed up to speak on items other than what was posted on the
agenda.
Consent Agenda
The Statutory Consent Agenda includes non-controversial and routine items that may be acted upon
with one single vote. An item may be pulled from the Consent Agenda in order that it be discussed and
acted upon individually as part of the Regular Agenda.
Page 1 of 68
C Consideration and possible action on a Preliminary Plat of 76.889 acres in the Francis A. Hudson
Survey, Abstract No. 295, located in the Extraterritorial Jurisdiction of the City of Georgetown on
the west side of FM 1460 north of Westinghouse Road (CR 111), to be known as Teravista
Section 401. PP-2015-012 (Mike Elabarger)
Legislative Regular Agenda
D Consideration and possible action on a Subdivision Plat Waiver, pursuant to Section 3.22 of the
Unified Development Code (UDC), to Section 6.02.010.B of the UDC related to frontage on a
public street and Section 6.02.040.B related to Block Length for the Highland Estates subdivision
being 28.75 acres in the C. Joyner and G. B. Mayhill Surveys located along the east side of CR
262. WAV-2016-001 (Valerie Kreger, AICP, Principal Planner)
E Consideration and possible action on a Preliminary Plat of 28.75 acres in the C. Joyner and G. B.
Mayhill Surveys located along the east side of CR 262 to be known as Highland Estates. PP-2015-
014 (Valerie Kreger, AICP, Principal Planner)
F Action on a request to Rezone 207.147 acres of land in the Addison Survey located at 2750
County Road 110, known as the Kasper Tract, from the Agriculture (AG) District to a Planned
Unit Development (PUD) District with a base zoning of Residential Single-family (RS). REZ-
2016-001 (Sofia Nelson, CNU-A, Planning Director)
G Discussion Items:
Update on the Unified Development Code Advisory Committee (UDCAC) meetings.
(Commissioner in Training Bargainer)
Update on the Georgetown Transportation Advisory Board (GTAB) meetings.
(Commissioner Rankin)
Questions or comments from Commissioners-in-Training about the actions and matters
considered on this agenda.
Discussion regarding Planning & Zoning Commissioner training.
Reminder of the March 1, 2016, Planning and Zoning Commission meeting in the Council
Chambers located at 101 East 7th Street, starting at 6:00 pm.
Adjournment
CERTIFICATE OF POSTING
I, Shelley Nowling, City Secretary for the City of Georgetown, Texas, do hereby certify that this
Notice of Meeting was posted at City Hall, 113 E. 8th Street, a place readily accessible to the general
public at all times, on the ______ day of __________________, 2016, at __________, and remained
so posted for at least 72 continuous hours preceding the scheduled time of said meeting.
____________________________________
Shelley Nowling, City Secretary
Page 2 of 68
City of Georgetown, Texas
Planning and Zoning
February 16, 2016
SUBJECT:
Consideration and possible action on a Preliminary Plat of 76.889 acres in the Francis A. Hudson
Survey, Abstract No. 295, located in the Extraterritorial Jurisdiction of the City of Georgetown on
the west side of FM 1460 north of Westinghouse Road (CR 111), to be known as Teravista
Section 401. PP-2015-012 (Mike Elabarger)
ITEM SUMMARY:
Background:
The applicant proposes to develop 76.889 acres of undeveloped land into 195 residential lots, with
20 lots constituting open space, private parkland, or water quantity/quality. Two phases are
proposed, which would create 186 and 9 lots in that order.
Public Comment:
Public notice is not requirement for a Preliminary Plat. As of the date of this report, no written
public comments have been received.
Recommended Motion:
Approval of the Preliminary Plat of 76.889 acres in the Francis A. Hudson Survey, Abstract No.
295.
FINANCIAL IMPACT:
None. The applicant has paid the required application fees.
SUBMITTED BY:
Mike Elabarger, Senior Planner and Sofia Nelson, CNU-A, Planning Director
ATTACHMENTS:
Description Type
Staff Report Cover Memo
Exhibit 1 - Location Map Backup Material
Exhibit 2 - Proposed Preliminary Plat Backup Material
Page 3 of 68
Georgetown Planning Department Staff Report
Teravista Section 401 Preliminary Plat Page 1 of 3
Report Date: February 12, 2016
File No: PP-2015-012
Project Planner: Mike Elabarger, Senior Planner
Item Details
Project Name: Preliminary Plat of Teravista, Section 401
Project Address: Approximately 2600 FM 1460
Location: West side of FM 1460 north of Teravista Crossing (see Exhibit 1)
Total Acreage: 76.889 acres
Legal Description: 76.889 acres in the Francis A. Hudson Survey, Abstract No. 295
Applicant: John Pickens, P.E., Bury Inc.
Property Owner: NNP-Teravista, LLC
Contact: John Pickens, P.E., Bury Inc.
Proposed Lots: 195 residential and 20 open space lots
Streets Proposed: 1,008 linear feet of a Collector street; 11,542 linear feet of Local Streets
Parkland: Parkland dedication requirements are met by improvements to the previously
dedicated parkland located to the southwest of this plat; see Plat note 16.
Heritage Trees: 30 Heritage Trees are located within this plat
Existing Use: Undeveloped land, one residence
Existing Zoning: Extraterritorial Jurisdiction; no zoning
Future Lane Use: Moderate Density Residential
Growth Tier: Tier 2
Applicant’s Request
The applicant proposes to develop 76.889 acres of undeveloped land into 195 residential lots, with 20 lots
constituting open space, private parkland, or water quantity/quality. Two phases are proposed, which
would create 186 and 9 lots in that order.
Site Information
Location:
The property is located on the west side of Farm to Market (FM) 1460, opposite La Conterra Boulevard
and the La Conterra subdivision, between Inner Loop and Westinghouse Road. The plat proposed the
primary entrance to be opposite the existing La Conterra Boulevard.
Physical Characteristics:
The subject property is a long, slender rectangle running generally east/west. Two un-named tributary
streams converge on the property, with a portion of 100-year floodplain present. A tree survey has
indicated 30 Heritage trees to remain. The plat was designed in conjunction with the City Urban Forester
to ensure buildable areas within each residential lot that provide protection to the Heritage Trees.
History
The property is contiguous and in addition to the original land within the City’s extraterritorial jurisdiction
envisioned to be part of the Teravista subdivision. This plat will operate as part of a larger Municipal
Utility District (MUD #15) within the Extraterritorial Jurisdiction (ETJ) of the City. The property is
subject to a Development Agreement (DA-2015-001), which was the third amendment to the initial
Page 4 of 68
Planning Department Staff Report
Teravista Section 401 Preliminary Plat Page 2 of 3
consent agreement made with the City to develop a MUD originally conceived in 2004.
2030 Plan Conformance
The proposed Preliminary Plat is in general conformance with the 2030 Plan land use designation of
Moderate Density Residential, which supports single family detached neighborhoods at a density ranging
between 3.1 and 6 dwelling units per gross acre; 195 residential lots over 77 acres equals a density of
approximately 2.5 dwelling units per gross acre. See excerpt map below, where the light brown is
Moderate Density Residential, purple is Employment Center, and green is Open Space/Recreation.
This project is located within Tier 2 (Intermediate Growth Area) of the current City Growth Tier Map;
infrastructure facilities will be the responsibility of the developer to serve the property.
Utilities
As previously mentioned, this development will be part of a Municipal Utility District located within the
Extraterritorial Jurisdiction of the City. The Georgetown Utility System (GUS) will be providing electric,
water, and wastewater services to the subdivision via contract with the Municipal Utility District. Public
utility easements are being dedicated with this plat according to the City of Georgetown standards.
Transportation
This plat will create an extension of a major Collector roadway (73’ right-of-way, 37’ of pavement, 35
mile per hour design speed), Blue Ridge Drive, from south to north through the western third of the
subdivision. All other proposed roadways in this subdivision are classified as local roadways (50’ right-of-
way, 28’ of pavement), with a design speed of 25 miles per hour. The principal entrance street, named La
Conterra Boulevard, widens to a 70’ ROW at FM 1460 to accommodate an open space median lot. The
subdivision connects to Teravista Section 329 via Lake Teravista Way. Greencreek Way stubs to the north
to an 8-acre unplatted (but developed with a single house) property that fronts on CR 166. Sam Green
Page 5 of 68
Planning Department Staff Report
Teravista Section 401 Preliminary Plat Page 3 of 3
Way stubs to the south, to an approximately 20-acre tract that is envisioned for another future expansion of
the Teravista MUD development.
A Traffic Impact Analysis (TIA-2015-004) that looked at the traffic impacts of this subdivision was
submitted and approved, and any off-site improvements or costs related to this plat will have to be
completed or paid for prior to the recordation of the first Final Plat to come from this Preliminary Plat.
Future Application(s)
In order to proceed with development on this site, it will be necessary to obtain approval of Final Plats
(one for each of the two phases) and infrastructure Construction Plans, which are administratively
approved applications. Residential lots will then develop individually with Building Permits.
Staff Analysis
Staff Recommendation and Basis:
Staff supports the Preliminary Plat as it meets all of the requirements of the City’s Unified Development
Code, and the associated Development Agreement and Traffic Impact Analysis (TIA).
Interdepartmental, Governmental and Agency Comments
None
Public Comments
Public notice is not required for a preliminary plat application. There have been no inquiries about the
plat.
Proposed Meetings Schedule
February 16, 2016 – Planning and Zoning Commission
Attachments
Exhibit 1 – Location Map
Exhibit 2 – Proposed Preliminary Plat (12 sheets)
Page 6 of 68
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Page 19 of 68
City of Georgetown, Texas
Planning and Zoning
February 16, 2016
SUBJECT:
Consideration and possible action on a Subdivision Plat Waiver, pursuant to Section 3.22 of the
Unified Development Code (UDC), to Section 6.02.010.B of the UDC related to frontage on a
public street and Section 6.02.040.B related to Block Length for the Highland Estates subdivision
being 28.75 acres in the C. Joyner and G. B. Mayhill Surveys located along the east side of CR
262. WAV-2016-001 (Valerie Kreger, AICP, Principal Planner)
ITEM SUMMARY:
Background:
The applicant has requested Plat Waivers to the requirement that all lots front on a public street
(UDC Section 6.02.010.B) and the maximum block length limit (UDC Section 6.02.040.B) to
allow for the development of a 25 lot subdivision with gated, private streets.
Public Comment:
As of the date of this report, no written public comments have been received.
Recommended Motion:
Approval of the requested Plat Waivers to UDC Sections 6.02.010.B and 6.02.040.B for the
Highland Estates Preliminary Plat.
FINANCIAL IMPACT:
None. The applicant has paid the required fees.
SUBMITTED BY:
Valerie Kreger, AICP, Principal Planner, and Sofia Nelson, CNU-A, Planning Director
ATTACHMENTS:
Description Type
Staff Report Cover Memo
Location Map Exhibit
Proposed Highland Estates Subdivision Backup Material
Page 20 of 68
Georgetown Planning Department Staff Report
Highland Estates Plat Waiver Page 1 of 3
Report Date: February 12, 2016
File No: WAV-2016-001
Project Planner: Valerie Kreger, AICP, Principal Planner
Item Details
Project Name: Highland Estates
Location: East side of CR 262 north of Russell Park (see Exhibit 1)
Legal Description: 28.75 acres in the C. Joyner and G. B. Mayhill Surveys
Applicant: Norm Ashby, Wildewood Construction Development Group
Property Owner: Norm Ashby, Wildewood Construction Development Group
Existing Use: Undeveloped land
Existing Zoning: Extraterritorial Jurisdiction (ETJ); no zoning
Future Land Use: Low Density Residential
Growth Tier: Tier 3
Applicant’s Request
The applicant has requested Plat Waivers to the requirement that all lots front on a public street
(UDC Section 6.02.010.B) and the maximum block length limit of 1320 feet (UDC Section
6.02.040.B) to allow for the development of a 25 lot residential subdivision with gated, private
streets.
Site Information
Location:
The property is located in the city’s ETJ on the east side of County Road 262 (Russell Park Road),
northwest of Russell Park (Corp of Engineers), and backing up to the Estates of Westlake
subdivision.
Physical Characteristics:
The majority of the property is fairly level with elevation rising along the northern edge and the
center of the property and dropping along the southern edge. Tree coverage is moderate, with oaks
and cedar scattered throughout the property, although there are 23 Heritage Trees grouped mainly
along the northern and southern portions. A sensitive feature (cave) is locate in the southwestern
quarter of the tract.
Requested Waivers
First, the applicant is requesting a waiver to the public street frontage requirement in order to
develop a gated neighborhood with private streets UDC Section 6.02.010.B, General Lot
Requirements, states “All development (with the exception of open space or drainage lots) shall have
direct access and frontage on one of the following: 1. A public street; or 2. A public street via a
public alley.” A UDC Code Interpretation was published on October 8, 2013, which, in a change
from previous interpretations, allows for the construction of private streets in rural residential
subdivisions, provided the streets meet the standards of UDC Section 13.04.050. At the time of
interpretation, gates were not allowed, however, since that time the 2012 International Fire Code has
been adopted which does not prohibit gates. However, even with these changes, the specific
requirement of Section 6.02.010.B that each lot have public street frontage must be waived in order
Page 21 of 68
Planning Department Staff Report
Highland Estates Plat Waiver Page 2 of 3
to create the new lots in this subdivision that will not have public street frontage and accomplish the
desired gated, private street neighborhood.
Secondly, the applicant has requested a waiver to the maximum block length of the UDC by 127 feet
(approximately 2%). UDC Section 6.02.040.B, Block Length, states “Block lengths shall not exceed
20 lots or be longer than 1,320 feet, whichever is shorter. Block lengths shall be ended only by the
intersection of a public street, except where there is no public street intersection due to the presence
of parks, open spaces or other similar uses with at least 100 feet of street frontage on the relevant
block.” The applicant has designed a 1,447 foot long main street (Highland Springs Lane) through
the subdivision without a break in the block along its south side (Block B). The applicant explains
that the subdivision is serviced by a private street that accesses a public street on one end and a
county road on the other end. The distance between the public streets at each end of the subdivision
is greater than 1,320 feet so the block length provision of the UDC cannot be met. Due to the
minimum 1-acre size requirement for on-site septic systems, only eight lots are located within Block
B. The subdivision also meets the connectivity requirements of the UDC due to its limited number of
lots.
Staff Analysis
Staff Recommendation and Basis:
Staff is supportive of the requested waivers based on the following:
1. Staff finds that the requested waivers meet the Approval Criteria of Section 3.22.070:
A. That the granting of the waiver will not be detrimental to the public health, safety, or
welfare or injurious to other property in the area or to the City in administering this
Code.
The two waivers will present no detrimental effects to other properties or the City’s
administration of this Code. Emergency services will maintain access through the
subdivision, therefore providing emergency connectivity between the existing Estates of
Westlake subdivision and CR 262.
B. That the granting of the waiver would not substantially conflict with the Comprehensive
Plan and the purposes of this Code.
The waiver will not conflict with the Comprehensive Plan, or purposes of the Code. The
lots within the subdivision will still have acceptable access to private streets meeting
public standards. Additionally, emergency access will be provided between the Estates
of Westlake subdivision and CR 262. The existing collector street stub that originally
extended to this property is being rerouted to the south of this property, maintaining the
ability for a public connection between the Estates of Westlake subdivision and CR 262
in the future.
C. That the conditions that create the need for the waiver do not generally apply to other
property in the vicinity.
The conditions creating the need for the waiver are generated by the conflicting sections
of the UDC regarding private streets, and not the actions of the applicant.
Page 22 of 68
Planning Department Staff Report
Highland Estates Plat Waiver Page 3 of 3
D. That application of a provision of this Code will render subdivision of the land
impossible.
The application of the provisions of the Code being considered for waiver would not
allow for the development of a subdivision with private streets as provided for in the
October 8, 2013, UDC Code Interpretation.
2. Staff recognizes the requirements for public street frontage, which may be waived per the
UDC, directly conflict with the allowance of subdivisions with private streets, therefore
necessitating a waiver of public street frontage to accomplish.
3. The streets will be built to public standards, emergency access and connectivity will be
maintained through the subdivision, and the continuation of public access from the Estates of
Westlake subdivision will be possible to the south of the Highland Estates subdivision.
4. The proposed Block B, at 1,447 feet, is only 2% greater than the maximum length allowed
per the UDC and with only eight lots within the block, is much less than the 20 lot
maximum.
Public Comments
Public notification is not required for a Subdivision Waiver application.
Attachments
Exhibit 1 – Location Map
Exhibit 2 – Proposed Preliminary Plat (PP-2014-020)
Page 23 of 68
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5
'
4
9
"
E
2
5
3
.
1
3
'
S0
0
°
0
0
'
0
0
"
E
3
3
9
.
0
4
'
S88° 14' 10"W 290.50'
S80° 16' 48"
E
1
1
0
.
7
5
'
N
1
8
°
0
8
'
2
4
"
W
2
6
5
.
5
2
'
N1
9
°
5
4
'
4
1
"
E
3
8
6
.
1
4
'
N1
9
°
5
4
'
4
1
"
E
1
7
8
.
5
3
'
S85° 50' 43"E 158.32'
N0
5
°
0
9
'
1
0
"
E
2
6
6
.
3
6
'
S86° 51' 15"E 194.32'
S86° 51' 15"E 170.20'
N
2
8
°
2
3
'
2
0
"
W
3
0
5
.
6
8
'
N0
4
°
0
9
'
1
7
"
E
1
7
3
.
9
9
'
N0
4
°
0
9
'
1
7
"
E
1
0
9
.
1
1
'
N35
°
3
8
'
4
0
"
E
1
8
1
.
7
0
'
N73° 42'
1
3
"
E
3
1
1
.
4
0
'
S84° 55' 27"E 297.91
'
S84° 55' 27"E 271.42
'
N48
°
1
6
'
1
0
"
E
2
3
8
.
4
2
'
N63° 3
4
'
2
8
"
E
1
3
0
.
2
9
'
C29
C5
N62° 2
0
'
1
9
"
E
76.41
'
C6
C7
C
8
N
1
3
°
3
9
'
3
4
"
W
6
0
.
3
6
'
C
9
C10
C1
1
S
1
3
°
3
9
'
3
4
"
E
6
0
.
3
6
'
C
1
2
S0
1
°
4
5
'
5
0
"
E
87
.
7
4
'
C
1
3
C14
S70°
5
2
'
2
5
"
E
85.16'
N2
0
°
4
2
'
3
7
"
E
9
4
.
8
4
'
C1
6
N0
5
°
0
4
'
3
3
"
E
1
7
0
.
0
8
'
C
1
7
C18
C19
S0
5
°
0
4
'
3
3
"
W
1
7
0
.
0
8
'
C2
0
S2
0
°
4
2
'
3
7
"
W
9
2
.
0
7
'
C
2
1
S70°
5
2
'
2
5
"
E
1
3
8
.
0
7
'
C
2
2
S0
4
°
1
4
'
4
9
"
W
73
.
2
5
'
C28
N70°
5
2
'
2
5
"
W
3
2
3
.
2
6
'
N0
4
°
1
4
'
4
9
"
E
73
.
2
5
'
N0
4
°
0
9
'
1
7
"
E
2
3
3
.
0
7
'
C
2
5
C26
C27
42.05
'
34.36
'
33.52
'
42.90
'
L=15.64'
L
=
8
6
.
5
0
'
L=20.69'
L=5 9.5 7 '
L =3 9.85'L=31.42'
L=14.46'
20
3
.
3
5
'
13
5
.
6
8
'
14
2
.
6
1
'
27
.
4
7
'
15
5
.
7
6
'
5.92'
L
=
115.72'
L =6 7.06'
L
=
3
9
.
8
6
'
L=78.90'
8.40'
119.4
8
'
18.58'
168.43
'
127.8
7
'
190.51
'
276.20
'
145.22
'
172.5
9
'
37.45
'
10
9
.
5
5
'
86
.
3
5
'
12
5
.
4
5
'
15
8
.
0
0
'
44
.
5
2
'
3
1
1
.
6
6
'
1.33'
2
8
.
8
0
'
1
5
8
.
0
3
'
0.61'
1
2
1
.
0
5
'
1
1
8
.
2
5
'
1
0
2
.
8
1
'
166.55'
65.89'
74.94'
113.09'
67.66'130.22'88.86'
6.90'
L
=
5
5
.
1
3
'
66
.
3
5
'
L
=
1
4
5
.
3
3
'
L=22.43'
L=166.10'L =1 8 7 .7 2 '
60.0'
60.0
'
65.86
'
68.82
'
35.61
'
57.81'
39.35'
40
.
1
3
'
N
O
C
O
N
S
T
R
U
C
T
I
O
N
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
E
A
S
E
M
E
N
T
NO
C
O
N
S
T
R
U
C
T
I
O
N
B
U
I
L
D
I
N
G
SE
T
B
A
C
K
E
A
S
E
M
E
N
T
DRAINAGE
EASEMENT
(N
0
7
°
4
9
'
3
5
"
E
1
9
3
.
6
5
'
)
L=91.84', R=200.00'
(N
0
7
°
4
9
'
3
5
"
E
1
9
3
.
6
5
'
)
36.72
'
S36
°
3
1
'
2
0
"
W
55.
0
1
'
C15
80.18'
L =1 1 1 .6 4 '
N0
1
°
4
5
'
5
0
"
W
85
.
2
3
'
71
.
6
4
'
10
2
.
4
9
'
L1
L3
L4
S59°
2
2
'
5
4
"
W
1
7
9
.
7
9
'
L=157.08', R=50.00'
S60°
1
2
'
5
5
"
W
3
9
3
.
4
6
'
39
.
3
4
'
32.85'
267.2
1
'
S62° 2
0
'
1
9
"
W
76.41
'
11
0
.
1
5
'
L
5
L2
56.05'
L8
L9
L1
0
C
2
3
C
2
4
15' DRAINAGE
EASEMENT
30
.
2
0
'
15' WIDE DRAINAGE
EASEMENT
12
.
5
6
'
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
BEARING
S59° 22' 54"W
S31° 30' 36"W
S59° 22' 54"W
S87° 15' 13"W
S30° 17' 22"E
S58° 38' 42"W
S27° 05' 10"E
S78° 00' 19"E
N55° 48' 05"W
N19° 09' 31"E
DISTANCE
24.89'
55.03'
49.57'
30.93'
20.35'
4.68'
56.43'
80.55'
38.46'
32.23'
CURVE TABLE
CURVE
C1
C2
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
RADIUS
727.51'
1111.23'
170.00'
630.00'
25.00'
175.00'
25.00'
60.00'
25.00'
225.00'
25.00'
630.00'
25.00'
175.00'
25.00'
60.00'
25.00'
225.00'
25.00'
230.00'
LENGTH
202.67'
88.19'
83.92'
252.41'
37.99'
36.33'
23.55'
301.53'
23.55'
46.71'
36.73'
165.74'
38.58'
47.75'
23.55'
301.53'
23.55'
61.40'
39.96'
301.55'
DELTA
15°57'40"
4°32'50"
28°17'03"
22°57'20"
87°03'30"
11°53'43"
53°58'05"
287°56'10"
53°58'05"
11°53'43"
84°10'58"
15°04'23"
88°24'58"
15°38'04"
53°58'05"
287°56'10"
53°58'05"
15°38'04"
91°35'02"
75°07'15"
CHORD BEARING
S03° 31' 22"E
S02° 20' 09"W
N76° 28' 51"E
N73° 48' 59"E
N41° 45' 55"E
N07° 42' 42"W
N40° 38' 37"W
N76° 20' 26"E
S13° 19' 29"W
S07° 42' 42"E
S43° 51' 20"E
S78° 24' 37"E
N64° 55' 06"E
N12° 53' 35"E
N21° 54' 29"W
S84° 55' 27"E
S32° 03' 36"W
S12° 53' 35"W
S25° 04' 54"E
S33° 18' 48"E
CHORD LENGTH
202.01'
88.17'
83.07'
250.73'
34.44'
36.27'
22.69'
70.59'
22.69'
46.63'
33.52'
165.26'
34.86'
47.60'
22.69'
70.59'
22.69'
61.21'
35.84'
280.41'
CURVE TABLE
CURVE
C23
C24
C25
C26
C27
C28
C29
RADIUS
215.00'
275.00'
170.00'
570.00'
230.00'
25.00'
25.00'
LENGTH
129.60'
165.76'
222.89'
465.46'
120.45'
38.28'
41.01'
DELTA
34°32'11"
34°32'11"
75°07'15"
46°47'15"
30°00'19"
87°44'02"
93°59'15"
CHORD BEARING
S13° 01' 16"E
S13° 01' 16"E
S33° 18' 48"E
N85° 43' 57"E
N77° 20' 29"E
S48° 28' 38"W
S42° 23' 01"E
CHORD LENGTH
127.64'
163.26'
207.26'
452.64'
119.08'
34.65'
36.56'
S
3
0
°
1
7
'
2
2
"
E
5
9
.
6
8
'
N31° 22' 09"W
3.79'
N58°
3
8
'
4
2
"
E
2
7
4
.
8
8
'
S26° 01' 06"W
0.61'
S58° 38' 42"W
4.68'
N
2
7
°
0
5
'
1
0
"
W
5
6
.
4
3
'
S58°
3
7
'
5
1
"
W
2
7
2
.
7
7
'
S2
6
°
0
1
'
0
6
"
W
74
.
0
5
'
APPR
O
X
I
M
A
T
E
L
O
C
A
T
I
O
N
O
F
1
5
'
WATE
R
L
I
N
E
E
A
S
E
M
E
N
T
B
A
S
E
D
O
N
C
I
T
Y
OF G
E
O
R
G
E
T
O
W
N
G
I
S
L
O
C
A
T
I
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N
S
VOLU
M
E
2
1
6
8
,
P
A
G
E
4
4
DATE: JULY 2015
JOB NO.P2659.00
SHEET 1 OF 2
OWNER/AGENT
UICK INC.
LAND SURVEYING
MAILING ADDRESS: 4500 WILLIAMS DR. SUITE 212, BOX 228, GEORGETOWN, TX 78633
OFFICE: 3305 SHELL ROAD, SUITE 100, GEORGETOWN, TX. 78628
FIRM NUMBER: 10194104
PHONE: 512-915-4950
FIELD NOTES FOR A 28.752 ACRE TRACT OF LAND:
BEING A 28.752 ACRE TRACT OF LAND LOCATED IN THE C. JOYNER SURVEY, ABSTRACT NO. 820, AND THE G.B. MAYHALL SURVEY, ABSTRACT NO. 821, WILLIAMSON
COUNTY, TEXAS, SAID 28.752 ACRE TRACT BEING ALL OF A CALLED 10.27 ACRE TRACT RECORDED IN DOCUMENT NO. 2010025683, OFFICIAL PUBLIC RECORDS, WILLIAMSON
COUNTY, TEXAS, A PORTION OF A CALLED 17.73 ACRE TRACT RECORDED IN DOCUMENT NO. 2010023651, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS, AND A
PORTION OF A CALLED 17.85 ACRE TRACT RECORDED IN DOCUMENT NO. 2010025273, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS, SAID 28.752 ACRE TRACT
BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A ½" IRON ROD FOUND WITH AN ORANGE "ATX SURVEY" PLASTIC CAP LOCATED AT THE WEST CORNER OF LOT 10, ESTATES OF WESTLAKE, PHASE 3B,
RECORDED IN CABINET EE, SLIDES 386-387, PLAT RECORDS, WILLIAMSON COUNTY, TEXAS, SAID POINT BEING THE NORTH CORNER OF HIGHLAND SPRINGS LANE (60 FOOT
RIGHT-OF-WAY), AN ANGLE POINT IN THE SOUTHEAST LINE OF SAID 17.73 ACRE TRACT, AND BEING AN ANGLE POINT OF THE HEREIN DESCRIBED TRACT;
THENCE, WITH THE NORTHWEST RIGHT-OF-WAY LINE OF HIGHLAND SPRINGS LANE, A SOUTHEAST LINE OF SAID 17.73 ACRE TRACT, S 26° 01' 06" W, A DISTANCE OF 74.05'
(RECORD, S26°06'16"W 73.88') TO A ½" IRON ROD FOUND WITH AN ORANGE "ATX SURVEY" PLASTIC CAP LOCATED AT THE NORTH CORNER OF LOT 9, ESTATES OF
WESTLAKE, PHASE 3B, THE WEST RIGHT-OF-WAY CORNER OF HIGHLAND SPRINGS LANE, AN ANGLE POINT OF SAID 17.73 ACRE TRACT, AND BEING AN ANGLE POINT OF
THE HEREIN DESCRIBED TRACT;
THENCE, WITH THE NORTHWEST LINE OF SAID LOT 9, THE SOUTHEAST LINE OF SAID 17.73 ACRE TRACT, S 58° 38' 42" W, A DISTANCE OF 4.68' TO A ½" IRON ROD FOUND
WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP FOR A SOUTH CORNER OF THE HEREIN DESCRIBED TRACT;
THENCE, DEPARTING THE NORTH LINE OF SAID LOT 9, SEVERING SAID 17.73 ACRE TRACT AND SAID 17.85 ACRE TRACT THE FOLLOWING EIGHT (8) COURSES AND
DISTANCES:
N 27° 05' 10" W, A DISTANCE OF 56.43' TO A ½" IRON ROD FOUND WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP FOR ANGLE;
S 58° 37' 51" W, A DISTANCE OF 272.77' TO A ½" IRON ROD FOUND WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP FOR ANGLE;
N 31° 22' 09" W, A DISTANCE OF 279.08' TO A ½" IRON ROD FOUND WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP FOR ANGLE;
N 13° 36' 31" W, A DISTANCE OF 221.06' TO A ½" IRON ROD FOUND WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP FOR ANGLE;
S 83° 08' 09" W, A DISTANCE OF 232.45' TO A ½" IRON ROD FOUND WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP FOR ANGLE;
S 70° 04' 42" W, A DISTANCE OF 188.03' TO A ½" IRON ROD FOUND WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP FOR ANGLE;
S 86° 28' 52" W, A DISTANCE OF 197.88' TO A ½" IRON ROD FOUND WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP FOR ANGLE;
N 89° 42' 08" W, A DISTANCE OF 88.86' TO A ½" IRON ROD FOUND WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP LOCATED IN A THE EAST RIGHT OF WAY
CURVE TO THE RIGHT OF COUNTY ROAD 262, SAID POINT BEING IN THE WEST PROPERTY LINE OF SAID 17.73 ACRE TRACT AND BEING THE SOUTHWEST CORNER OF THE
HEREIN DESCRIBED TRACT;
THENCE, WITH THE EAST RIGHT-OF-WAY LINE OF COUNTY ROAD 262, THE WEST PROPERTY LINE OF SAID 17.73 ACRE TRACT THE FOLLOWING THREE (3) COURSES AND
DISTANCES
ALONG SAID CURVE TO THE RIGHT CONTAINING A RADIUS OF 1111.23', AN INTERIOR ANGLE OF 04°32'50", A CHORD BEARING OF N 02° 20' 09" E, A CHORD DISTANCE OF
88.17', AND AN ARC LENGTH OF 88.19' TO A ½" IRON ROD FOUND FOR A POINT OF TANGENCY,
N 04° 36' 37" E, A DISTANCE OF 284.28' (RECORD, N04°37'37"E 284.38') TO A ½" IRON ROD FOUND WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP AT THE
BEGINNING OF A CURVE TO THE LEFT;
ALONG SAID CURVE TO THE LEFT CONTAINING A RADIUS OF 727.51', AN INTERIOR ANGLE OF 15°57'40", A CHORD BEARING OF N 03° 31' 22" W, A CHORD DISTANCE OF
202.01', AND AN ARC LENGTH OF 202.67' TO A ½" IRON ROD FOUND WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP LOCATED AT THE SOUTHWEST CORNER OF
LOT 2, CALDER SUBDIVISION, RECORDED IN CABINET BB, SLIDE 37, PLAT RECORDS, WILLIAMSON COUNTY, TEXAS, SAID POINT BEING THE NORTHWEST CORNER OF SAID
17.73 ACRE TRACT, AND BEING A NORTHWEST CORNER OF THE HEREIN DESCRIBED TRACT;
THENCE, DEPARTING THE EAST RIGHT-OF-WAY LINE COUNTY ROAD 262 WITH THE COMMON SOUTHEAST LINE OF SAID LOT 2, CALDER SUBDIVISION, THE NORTHWEST LINE
OF SAID 17.73 ACRE TRACT, N 62° 26' 19" E, A DISTANCE OF 296.30' (RECORD, N62°27'19"E 296.40') TO A ½" IRON ROD FOUND WITH AN ORANGE "ATX SURVEY" CAP LOCATED
AT THE SOUTHEAST CORNER OF SAID LOT 2, CALDER SUBDIVISION, A SOUTHWEST CORNER OF SAID 10.27 ACRE TRACT, AN INTERIOR CORNER OF THE HEREIN
DESCRIBED TRACT;
THENCE, WITH THE NORTHEAST LINE OF SAID LOT 2, CALDER SUBDIVISION, A SOUTHWEST LINE OF SAID 10.27 ACRE TRACT, N 28° 40' 37" W, A DISTANCE OF 227.01'
[RECORD, N28°43'37"W 227.33'] TO A ½" IRON ROD WITH AN ORANGE "5784" CAP LOCATED IN THE SOUTHEAST LINE OF A CALLED 23.64 ACRE TRACT RECORDED IN
DOCUMENT NO. 2010012504, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS, SAID POINT BEING THE NORTHEAST CORNER OF SAID LOT 2, CALDER SUBDIVISION,
THE NORTHWEST CORNER OF SAID 10.27 ACRE TRACT, AND BEING A NORTHWEST CORNER OF THE HEREIN DESCRIBED TRACT;
THENCE, WITH THE SOUTHEAST LINE OF SAID 23.64 ACRE TRACT, THE NORTHWEST LINE OF SAID 10.27 ACRE TRACT, N 66° 29' 59" E, A DISTANCE OF 616.10' [RECORD,
N66°32'05"E 615.79'] TO A ½" IRON ROD LOCATED AT THE WEST CORNER OF LOT 3, ESTATES OF WESTLAKE ENCLAVE, RECORDED IN DOCUMENT NO. 2012061103, PLAT
RECORDS, WILLIAMSON COUNTY, TEXAS, SAID POINT BEING A NORTHEAST CORNER OF SAID 10.27 ACRE TRACT, AND BEING A NORTHEAST CORNER OF THE HEREIN
DESCRIBED TRACT;
THENCE, WITH THE COMMON LINES OF SAID 10.27 ACRE TRACT, AND LOT 3 AND LOT 4, ESTATES OF WESTLAKE ENCLAVE, THE FOLLOWING FOUR (4) COURSES AND
DISTANCES:
S 27° 51' 56" E, A DISTANCE OF 130.24' [RECORD, S27°59'47"E 130.16'] TO A ½" IRON ROD FOUND WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP FOR ANGLE;
S 54° 05' 37" E, A DISTANCE OF 100.06' [RECORD, S54°13'28"E 100.00'] TO A ½" IRON ROD FOUND WITH AN ORANGE "ATX SURVEY" CAP FOR ANGLE;
S 68° 57' 40" E, A DISTANCE OF 210.04' [RECORD, S68°57'21"E 210.07'] TO A ½" IRON ROD FOUND WITH AN ORANGE "5784" CAP FOR CORNER;
N 06° 42' 33" E, A DISTANCE OF 70.41' [RECORD, N06°33'04"E 70.52'] TO A ½" IRON ROD WITH AN ORANGE "5784" CAP LOCATED AT THE SOUTHWEST CORNER OF LOT 49,
ESTATES OF WESTLAKE PHASE 6A & 6B, SECTION ONE, RECORDED IN CABINET FF, SLIDES 367-369, PLAT RECORDS, WILLIAMSON COUNTY, TEXAS, SAID POINT BEING A
NORTHWEST CORNER OF SAID 10.27 ACRE TRACT, AND BEING A NORTHWEST CORNER OF THE HEREIN DESCRIBED TRACT;
THENCE, ALONG THE SOUTH LINE OF SAID LOT 49, ESTATES OF WESTLAKE PHASE 6A & 6B, SECTION ONE, AND WITH THE NORTH LINE OF SAID 10.27 ACRE TRACT, S 77° 49'
37" E, A DISTANCE OF 188.80' [RECORD, S77°49'09"E 189.02'] TO A ½" IRON ROD WITH A YELLOW "CS LTD" CAP LOCATED IN THE WEST LINE OF LOT 7, ESTATES OF
WESTLAKE, PHASE 4A, RECORDED IN CABINET AA, SLIDES 380-382, PLAT RECORDS, WILLIAMSON COUNTY, TEXAS, SAID POINT BEING A NORTHEAST CORNER OF SAID 10.27
ACRE TRACT AND BEING A NORTHEAST CORNER OF THE HEREIN DESCRIBED TRACT;
THENCE, WITH THE COMMON LINES OF SAID 10.27 ACRE TRACT, AND LOT 7, LOT 8, AND LOT 9, ESTATES OF WESTLAKE,
PHASE 4A, THE FOLLOWING TWO (2) COURSES AND DISTANCES:
S 06° 20' 48" W, A DISTANCE OF 195.90' [RECORD, S06°20'36"W 196.09'] TO A ½" IRON ROD FOUND FOR ANGLE;
S 14° 43' 39" W, A DISTANCE OF 327.96' [RECORD, S14°42'48"W 327.86'] TO A ½" IRON ROD FOUND WITH A YELLOW "GRANT" CAP LOCATED AT THE NORTHWEST CORNER OF
LOT 4, ESTATES OF WESTLAKE, PHASE 4B, RECORDED IN CABINET CC, SLIDES 181-183, PLAT RECORDS, WILLIAMSON COUNTY, TEXAS, SAID POINT BEING THE SOUTHWEST
CORNER OF SAID LOT 9, ESTATES OF WESTLAKE, PHASE 4A, THE SOUTHEAST CORNER OF SAID 10.27 ACRE TRACT, THE NORTHEAST CORNER OF SAID 17.73 ACRE TRACT,
AND BEING AN ANGLE POINT OF THE HEREIN DESCRIBED TRACT;
THENCE, ALONG THE COMMON LINES OF SAID 17.73 ACRE TRACT, LOT 4, LOT 5, AND LOT 6, ESTATES OF WESTLAKE, PHASE 4B, THE FOLLOWING TWO (2) COURSES AND
DISTANCES:
S 20° 24' 55" E, A DISTANCE OF 340.45' (RECORD, S20°24'08"E 340.44') TO A ½" IRON ROD FOUND WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP FOR ANGLE;
S 39° 55' 16" E, A DISTANCE OF 160.28' (RECORD, S39°54'29"E 160.27') TO A ½" IRON ROD WITH A YELLOW "GRANT" CAP LOCATED AT AN ANGLE POINT OF SAID LOT 6,
ESTATES OF WESTLAKE, PHASE 4B, THE NORTHEAST CORNER OF SAID LOT 10, ESTATES OF WESTLAKE, PHASE 3B, THE EAST CORNER OF SAID 17.73 ACRE TRACT, AND
BEING THE EAST CORNER OF THE HEREIN DESCRIBED TRACT;
THENCE, WITH THE NORTHWEST LINE OF SAID LOT 10, ESTATES OF WESTLAKE, PHASE 3B, A SOUTHEAST LINE OF SAID 17.73 ACRE TRACT, S 48° 35' 20" W, A DISTANCE OF
258.39' (RECORD, S48°32'51"W 258.47') TO THE POINT OF BEGINNING CONTAINING 28.752 ACES OF LAND.
SITE
FM 34
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PRELIMINARY PLAT OF
HIGHLAND ESTATES
LOT 2
CALDER SUBDIVISION
CAB. BB, SLIDE 37,
P.R.
17.095 ACRES
DOC. 2016006103
O.P.R.
CALLED 23.64 ACRES
DOC. 2010012504
O.P.R.
LOT 3
ESTATES OF WESTLAKE
ENCLAVE
DOC. 2012061103
P.R.
LOT 4
ESTATES OF WESTLAKE
PHASE 6A & 6B, SECTION ONE
CAB. FF, SLIDES 367-369
P.R.
LOT 49
LOT 7
LOT 8
LOT 9
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"MATKIN-HOOVER ENG. & SURVEY." PLASTIC CAP
FOUND 1/2" IRON ROD UNLESS SPECIFIED OTHERWISE
FOUND 1/2" IRON ROD WITH AN ORANGE "5784" CAP
FOUND 1/2" IRON ROD WITH A YELLOW "GRANT" CAP
FOUND 1/2" IRON ROD WITH A YELLOW "CS LTD" CAP
FOUND 1/2" IRON ROD WITH AN ORANGE "ATX SURVEY" CAP
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LOT 4
SET 1/2" IRON ROD WITH A BLUE "QUICK INC" PLASTIC CAP
LOT 1
1.000 AC.
LOT 2
1.011 AC.
LOT 3
1.036 AC.
LOT 4
1.018 AC.
LOT 5
1.002 AC.
LOT 6
1.000 AC.
LOT 7
1.000 AC.
LOT 8
1.005 AC.
LOT 9
1.065 AC.
LOT 10
1.050 AC.
LOT 11
1.000 AC.
LOT 12
1.003 AC.
LOT 13
1.000 AC.
LOT 14
1.000 AC.
LOT 15
1.015 AC.
LOT 16
1.017 AC.
LOT 17
1.052 AC.
LOT 8
1.034 AC.
LOT 7
1.000 AC.
LOT 6
1.000 AC.LOT 5
1.000 AC.
LOT 3
1.092 AC.
LOT 2
1.000 AC.
LOT 1, 1.028 AC.
(1.000 ACRES OUTSIDE OF
RIGHT-OF-WAY DEDICATION)
(0.028 ACRES WITHIN THE
RIGHT-OF-WAY DEDICATION)
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TREE TABLE
POINT NUMBER SPECIES TRUNK DIA (IN)SPREAD (FT)
6009 LIVE OAK 26 30
6010 LIVE OAK 37 45
6011 LIVE OAK 39 50
6012 LIVE OAK 30 45
6013 LIVE OAK 35 45
6014 LIVE OAK 36 40
6015 LIVE OAK 38 40
6016 LIVE OAK 38 40
6017 LIVE OAK 25 40
6018 LIVE OAK 26 45
6019 LIVE OAK 30 45
6020 LIVE OAK 34 35
6021 LIVE OAK 32 40
6022 LIVE OAK 26 40
6023 LIVE OAK 30 40
6024 LIVE OAK 25 30
6025 LIVE OAK 26 40
6026 LIVE OAK 24 35
6027 LIVE OAK 25 40
6028 LIVE OAK 28 35
6029 LIVE OAK 25 40
6030 LIVE OAK 24 30
6031 LIVE OAK 29 35
6032 LIVE OAK 33 40
6033 LIVE OAK 30 40
6034 LIVE OAK 30 40
6035 LIVE OAK 28 30
TREE TABLE
POINT NUMBER SPECIES TRUNK DIA (IN)SPREAD (FT)
TBM 1
BENCHMARK REF:
TBM1
NORTHING: 10225299.772
EASTING: 3102597.627
ELEV: 945.637
HORIZONTAL: NAD83, CENTRAL ZONE
VERTICAL: NAVD88
C/O NORM ASHBY
ASHBY CAPITOL INVESTMENTS
P.O. BOX 1138
GEORGETOWN, TX 78627
(512) 876-9008
(512) 697-2855 FAX
NORMASHBY@WILDEWOODTX.COM
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6025
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6020
6018
6017
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60106009
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LOT 1000
3.323 AC.
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PP-2015-014
MATKIN HOOVER
ENGINEERING & SURVEYING
C/O GARRETT KELLER, P.E.
8 SPENCER ROAD SUITE 100
BOERNE, TEXAS 78006
OFF: (830) 249-0600
FAX: (830) 249-0099
GKELLER@MATKINHOOVER.COM
ENGINEER:
FUTURE RIGHT-OF-WAY DEDICATION
RECORDED IN DOCUMENT NO.
(SEE DETAIL A:)
6
0
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0
'
TEMPORARY TURN-AROUND
EASEMENT DOCUMENT NO.
TO BE RECORDED PRIOR TO FINAL PLAT
N: 10225317.73
E: 3101217.55
N: 1022
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N: 10224968.12
E: 3102108.76
VICINITY MAP
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70' P.U.E.70' P.U.E.
SITE PROPERTIES:
LINEAR FOOT OF ROAD = 2633.73' (3.323 ACRES)
NUMBER OF BLOCKS = 2
NUMBER OF LOTS = 25
PHASE ACREAGE = 28.752 (RIGHT-OF-WAY = 3.323 ACRES,
RESIDENTIAL LOTS = 25.429 ACRES)
REMAINING PORTION OF LOT 1
1.000 AC.
DETAIL A: 1" = 100'
FUTURE RIGHT-OF-WAY DEDICATION, 0.028 AC.
6
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10' WATERLINE EASEMENT
(SEE NOTE 1.)LOT 4
1.000 AC.
NOTE:
1. 10 FOOT WATERLINE EASEMENTS SHOWN ARE INTENDED TO RUN
PERPENDICULAR INTO THE EXISTING WATER LINE EASEMENT.
2. THE EXISTING WATERLINE EASEMENT SHOWN IS APPROXIMATE
AND BASED ON CITY OF GEORGETOWN GIS APPLICATIONS
PROVIDED BY THE ENGINEER.
TEMPORARY TURN-AROUND
EASEMENT DOCUMENT NO.
TO BE RECORDED PRIOR TO FINAL PLAT
LOT 9
6031
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SEE NOTE 31, SHEET 2 OF 2
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Page 25 of 68
City of Georgetown, Texas
Planning and Zoning
February 16, 2016
SUBJECT:
Consideration and possible action on a Preliminary Plat of 28.75 acres in the C. Joyner and G. B.
Mayhill Surveys located along the east side of CR 262 to be known as Highland Estates. PP-2015-
014 (Valerie Kreger, AICP, Principal Planner)
ITEM SUMMARY:
Background:
The applicant proposes to develop 28.75 acres of undeveloped land into 25 residential lots with
gated, private street access to Russel Park Rd (CR 262) and the western stub of the existing
Highland Springs Lane. The applicant is also requesting waivers to Sections 6.02.010.B and
6.02.040.B of the UDC regarding public street frontage and block length, being processed via
application WAV-2016-001 concurrently to this Preliminary Plat application.
Public Comment:
As of the date of this report, no written public comments have been received.
Recommended Motion:
Approval of the Preliminary Plat for Highland Estates, subject to the approval of the companion
Plat Waiver (WAV-2016-001) and the following condition:
Notwithstanding all standard provisions applicable to the Highland Estates plat, prior to
approval or recordation of the highland estates plat, the owners of a called 17.095 acre tract
(doc. 2016006103 o.p.r.) and the 0.028 acre portion of Lot 1, Block B, shall dedicate fee
simple to Williamson County a tract of land being 60 feet wide and 274.88 feet long
adjacent to the remaining portion of Lot 1, Block B of the Highland Estates Subdivision and
one of the following conditions must be met:
1. A collector level roadway and associated drainage improvements designed to meet the
City of Georgetown standards shall be constructed and accepted by the County within said
dedication.
2. Fiscal surety in accordance with the Williamson County Subdivision Regulations, Section
7.2, shall be provided to Williamson County for the construction of a collector level
roadway and associated drainage improvements designed in accordance with the City of
Georgetown standards within said dedication.
FINANCIAL IMPACT:
None. The applicant has paid the required fees.
SUBMITTED BY:
Valerie Kreger, AICP, Principal Planner and Sofia Nelson, CNU-A, Planning Director
Page 26 of 68
ATTACHMENTS:
Description Type
Staff Report Cover Memo
Location Map Exhibit
Highland Estates Preliminary Plat Exhibit
Page 27 of 68
Georgetown Planning Department Staff Report
Highland Estates Preliminary Plat Page 1 of 3
Report Date: February 12, 2016
File No: PP-2015-014
Project Planner: Valerie Kreger, AICP, Principal Planner
Item Details
Project Name: Highland Estates
Project Address: CR 262 (Russell Park Road)
Location: East side of CR 262 north of Russell Park (see Exhibit 1)
Total Acreage: 28.75 acres
Legal Description: 28.75 acres in the C. Joyner and G. B. Mayhill Surveys
Applicant: Norm Ashby, Wildewood Construction Development Group
Property Owner: Norm Ashby, Wildewood Construction Development Group
Proposed Lots: 25 residential lots, 1 private street lot
Streets Proposed: 2,633.73 linear feet of private streets
Parkland: Fees-in-lieu
Heritage Trees: 23 Heritage Trees are located within this plat
Existing Use: Undeveloped land
Existing Zoning: Extraterritorial Jurisdiction (ETJ); no zoning
Future Lane Use: Low Density Residential
Growth Tier: Tier 3
Applicant’s Request
The applicant proposes to develop 28.75 acres of undeveloped land into 25 1-acre residential lots with
gated, private street access to Russel Park Rd (CR 262) and the western stub of the existing Highland
Springs Ln. The applicant is also requesting waivers to Sections 6.02.010.B and 6.02.040.B of the UDC
regarding public street frontage and block length, being processed via application WAV-2016-001
concurrently to this Preliminary Plat application.
A UDC Code Interpretation was published on October 8, 2013, which, in a change from previous
interpretations, allows for the construction of private streets in rural residential subdivisions, provided the
streets meet the standards of UDC Section 13.04.050. At the time of interpretation, gates were not allowed,
however, since that time the 2012 International Fire Code has been adopted which does not prohibit gates.
Even with these changes, the specific requirement of Section 6.02.010.B that each lot have public street
frontage must be waived in order to create the new lots in this subdivision. An additional waiver to exceed
the 1,320 foot maximum block length of the UDC by 127 feet (approximately 2%) was also requested. The
applicant has designed a 1,447 foot long main street (Highland Springs Lane) through the subdivision
without a break in the block along its south side (Block B). Due to the minimum 1-acre size requirement
for on-site septic systems, only eight lots are located within Block B.
The private streets proposed meet all dimensional requirements for the City of Georgetown and will be
built to public road standards. Additionally, a Home Owner Association (HOA) will be established and will
be responsible for maintenance of the private streets. The subdivision meets the connectivity requirements
of the UDC due to its limited number of lots and emergency access will be allowed through the
subdivision, creating emergency connectivity between the existing Estates of Westlake subdivision and CR
262. The existing collector street stub that originally extended to this property is being rerouted to the south
Page 28 of 68
Planning Department Staff Report
Highland Estates Preliminary Plat Page 2 of 3
of this property, maintaining the ability for a public connection between the Estates of Westlake
subdivision and CR 262 in the future.
Site Information
Location:
The property is located in the city’s ETJ on the east side of County Road 262 (Russell Park Road),
northwest of Russell Park (Corp of Engineers), and backing up to the Estates of Westlake subdivision.
Physical Characteristics:
The majority of the property is fairly level with elevation rising along the northern edge and the center of
the property and dropping along the southern edge. Tree coverage is moderate, with oaks and cedar
scattered throughout the property, although there are 23 Heritage Trees grouped mainly along the northern
and southern portions. A sensitive feature (cave) is locate in the southwestern quarter of the tract.
2030 Plan Conformance
The proposed plat is in conformance with the 2030 Plan land use designation of Low Density Residential.
This land use category comprises single family neighborhoods that can be accommodated at a density
ranging between 1.1 and 3 dwelling units per gross acre.
This project is located within Tier 3 consisting of the most remote portions of the city’s ETJ, an area of
land that will likely not be needed to meet the city’s growth needs for the next twenty years.
Utilities
Utilities will be provided by Pedernales Electric, City of Georgetown for water and on-site septic.
Transportation
This development proposes private, gated streets with two points of access to public streets, one being to
CR 262 (Russell Park Road) and the other being to the existing Highland Springs Lane street stub in the
Estates at Westlake subdivision. Direct access to CR 262 by lots backing up to this road will be prohibited.
The private streets proposed meet all dimensional requirements for the City of Georgetown and will be
built to public road standards. Additionally, a Home Owner Association (HOA) will be established and will
be responsible for maintenance of the private streets. The existing Highland Springs Lane is a collector
level roadway, which is not allowed to end into a lower level roadway. In this case, a private street is
considered a lower level roadway since, by nature, it will not handle as many trips as the collector. While
not included on this plat, the collector level roadway is proposed to reroute, continuing to the south of this
subdivision. As this is a requirement of the UDC in order to approve this Preliminary Plat, a note has been
placed on the plat and a condition attached to its requiring dedication of the right-of-way to the County and
either construction or posting of fiscal prior to approval of a Final Plat for the Highland Estates
subdivision.
The subdivision meets the connectivity requirements of the UDC due to its limited number of lots and
emergency access will be allowed through the subdivision, creating emergency connectivity between the
existing Estates of Westlake subdivision and CR 262. The number of trips anticipated from this
development did not trigger the requirement for a review of a Traffic Impact Analysis (TIA).
Staff Recommendation
Staff recommends approval of the Preliminary Plat, subject to the approval of the companion Plat Waiver
application (WAV-2016-001) and the following condition:
Page 29 of 68
Planning Department Staff Report
Highland Estates Preliminary Plat Page 3 of 3
Notwithstanding all standard provisions applicable to the Highland Estates plat, prior to
approval or recordation of the Highland Estates plat, the owners of a called 17.095 acre tract
(doc. 2016006103 o.p.r.) and the 0.028 acre portion of Lot 1, Block B, shall dedicate fee
simple to Williamson County a tract of land being 60 feet wide and 274.88 feet long adjacent
to the remaining portion of Lot 1, Block B of the Highland Estates subdivision and one of the
following conditions must be met:
1. A collector level roadway and associated drainage improvements designed to meet the
City of Georgetown standards shall be constructed and accepted by the County within
said dedication; or
2. Fiscal surety in accordance with the Williamson County subdivision regulations, Section
7.2, shall be provided to Williamson County for the construction of a collector level
roadway and associated drainage improvements designed in accordance with the City of
Georgetown standards within said dedication.
Public Comments
Public notice is not required for a preliminary plat application. There have been no inquiries about the plat.
Attachments
Exhibit 1 – Location Map
Exhibit 2 – Proposed Preliminary Plat (2 sheets)
Page 30 of 68
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PP-20 15-014Exhibit #1
Co ord inate Sys tem: Texas S tat e P lane/C entral Zone/NAD 83 /US FeetCartographic Data For Genera l Planning Purposes Onl y 0 1,000 2,000Fee t ¯
Le ge nd
SiteParcelsCity LimitsGeorgetown ETJ
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Page 31 of 68
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2
1
.
0
6
'
N
3
1
°
2
2
'
0
9
"
W
2
7
9
.
0
8
'
S58°
3
7
'
5
1
"
W
2
7
2
.
7
7
'
L
7
L6
S26° 01' 06"W
74.05'
S48°
3
5
'
2
0
"
W
2
5
8
.
3
9
'
S
3
9
°
5
5
'
1
6
"
E
1
6
0
.
2
8
'
S
2
0
°
2
4
'
5
5
"
E
3
4
0
.
4
5
'
S55°
5
4
'
0
1
"
W
3
3
9
.
3
1
'
S0
9
°
4
4
'
5
2
"
W
1
8
9
.
3
1
'
S
0
4
°
0
3
'
2
1
"
E
2
5
6
.
4
4
'
S
1
4
°
1
6
'
0
1
"
E
2
7
4
.
9
0
'
S
0
6
°
0
5
'
4
9
"
E
2
5
3
.
1
3
'
S0
0
°
0
0
'
0
0
"
E
3
3
9
.
0
4
'
S88° 14' 10"W 290.50'
S80° 16' 48"
E
1
1
0
.
7
5
'
N
1
8
°
0
8
'
2
4
"
W
2
6
5
.
5
2
'
N1
9
°
5
4
'
4
1
"
E
3
8
6
.
1
4
'
N1
9
°
5
4
'
4
1
"
E
1
7
8
.
5
3
'
S85° 50' 43"E 158.32'
N0
5
°
0
9
'
1
0
"
E
2
6
6
.
3
6
'
S86° 51' 15"E 194.32'
S86° 51' 15"E 170.20'
N
2
8
°
2
3
'
2
0
"
W
3
0
5
.
6
8
'
N0
4
°
0
9
'
1
7
"
E
1
7
3
.
9
9
'
N0
4
°
0
9
'
1
7
"
E
1
0
9
.
1
1
'
N35
°
3
8
'
4
0
"
E
1
8
1
.
7
0
'
N73° 42'
1
3
"
E
3
1
1
.
4
0
'
S84° 55' 27"E 297.91
'
S84° 55' 27"E 271.42
'
N48
°
1
6
'
1
0
"
E
2
3
8
.
4
2
'
N63° 3
4
'
2
8
"
E
1
3
0
.
2
9
'
C29
C5
N62° 2
0
'
1
9
"
E
76.41
'
C6
C7
C
8
N
1
3
°
3
9
'
3
4
"
W
6
0
.
3
6
'
C
9
C10
C1
1
S
1
3
°
3
9
'
3
4
"
E
6
0
.
3
6
'
C
1
2
S0
1
°
4
5
'
5
0
"
E
87
.
7
4
'
C
1
3
C14
S70°
5
2
'
2
5
"
E
85.16'
N2
0
°
4
2
'
3
7
"
E
9
4
.
8
4
'
C1
6
N0
5
°
0
4
'
3
3
"
E
1
7
0
.
0
8
'
C
1
7
C18
C19
S0
5
°
0
4
'
3
3
"
W
1
7
0
.
0
8
'
C2
0
S2
0
°
4
2
'
3
7
"
W
9
2
.
0
7
'
C
2
1
S70°
5
2
'
2
5
"
E
1
3
8
.
0
7
'
C
2
2
S0
4
°
1
4
'
4
9
"
W
73
.
2
5
'
C28
N70°
5
2
'
2
5
"
W
3
2
3
.
2
6
'
N0
4
°
1
4
'
4
9
"
E
73
.
2
5
'
N0
4
°
0
9
'
1
7
"
E
2
3
3
.
0
7
'
C
2
5
C26
C27
42.05
'
34.36
'
33.52
'
42.90
'
L=15.64'
L
=
8
6
.
5
0
'
L=20.69'
L=5 9.5 7 '
L =3 9.85'L=31.42'
L=14.46'
20
3
.
3
5
'
13
5
.
6
8
'
14
2
.
6
1
'
27
.
4
7
'
15
5
.
7
6
'
5.92'
L
=
115.72'
L =6 7.06'
L
=
3
9
.
8
6
'
L=78.90'
8.40'
119.4
8
'
18.58'
168.43
'
127.8
7
'
190.51
'
276.20
'
145.22
'
172.5
9
'
37.45
'
10
9
.
5
5
'
86
.
3
5
'
12
5
.
4
5
'
15
8
.
0
0
'
44
.
5
2
'
3
1
1
.
6
6
'
1.33'
2
8
.
8
0
'
1
5
8
.
0
3
'
0.61'
1
2
1
.
0
5
'
1
1
8
.
2
5
'
1
0
2
.
8
1
'
166.55'
65.89'
74.94'
113.09'
67.66'130.22'88.86'
6.90'
L
=
5
5
.
1
3
'
66
.
3
5
'
L
=
1
4
5
.
3
3
'
L=22.43'
L=166.10'L =1 8 7 .7 2 '
60.0'
60.0
'
65.86
'
68.82
'
35.61
'
57.81'
39.35'
40
.
1
3
'
N
O
C
O
N
S
T
R
U
C
T
I
O
N
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
E
A
S
E
M
E
N
T
NO
C
O
N
S
T
R
U
C
T
I
O
N
B
U
I
L
D
I
N
G
SE
T
B
A
C
K
E
A
S
E
M
E
N
T
DRAINAGE
EASEMENT
(N
0
7
°
4
9
'
3
5
"
E
1
9
3
.
6
5
'
)
L=91.84', R=200.00'
(N
0
7
°
4
9
'
3
5
"
E
1
9
3
.
6
5
'
)
36.72
'
S36
°
3
1
'
2
0
"
W
55.
0
1
'
C15
80.18'
L =1 1 1 .6 4 '
N0
1
°
4
5
'
5
0
"
W
85
.
2
3
'
71
.
6
4
'
10
2
.
4
9
'
L1
L3
L4
S59°
2
2
'
5
4
"
W
1
7
9
.
7
9
'
L=157.08', R=50.00'
S60°
1
2
'
5
5
"
W
3
9
3
.
4
6
'
39
.
3
4
'
32.85'
267.2
1
'
S62° 2
0
'
1
9
"
W
76.41
'
11
0
.
1
5
'
L
5
L2
56.05'
L8
L9
L1
0
C
2
3
C
2
4
15' DRAINAGE
EASEMENT
30
.
2
0
'
15' WIDE DRAINAGE
EASEMENT
12
.
5
6
'
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
BEARING
S59° 22' 54"W
S31° 30' 36"W
S59° 22' 54"W
S87° 15' 13"W
S30° 17' 22"E
S58° 38' 42"W
S27° 05' 10"E
S78° 00' 19"E
N55° 48' 05"W
N19° 09' 31"E
DISTANCE
24.89'
55.03'
49.57'
30.93'
20.35'
4.68'
56.43'
80.55'
38.46'
32.23'
CURVE TABLE
CURVE
C1
C2
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
RADIUS
727.51'
1111.23'
170.00'
630.00'
25.00'
175.00'
25.00'
60.00'
25.00'
225.00'
25.00'
630.00'
25.00'
175.00'
25.00'
60.00'
25.00'
225.00'
25.00'
230.00'
LENGTH
202.67'
88.19'
83.92'
252.41'
37.99'
36.33'
23.55'
301.53'
23.55'
46.71'
36.73'
165.74'
38.58'
47.75'
23.55'
301.53'
23.55'
61.40'
39.96'
301.55'
DELTA
15°57'40"
4°32'50"
28°17'03"
22°57'20"
87°03'30"
11°53'43"
53°58'05"
287°56'10"
53°58'05"
11°53'43"
84°10'58"
15°04'23"
88°24'58"
15°38'04"
53°58'05"
287°56'10"
53°58'05"
15°38'04"
91°35'02"
75°07'15"
CHORD BEARING
S03° 31' 22"E
S02° 20' 09"W
N76° 28' 51"E
N73° 48' 59"E
N41° 45' 55"E
N07° 42' 42"W
N40° 38' 37"W
N76° 20' 26"E
S13° 19' 29"W
S07° 42' 42"E
S43° 51' 20"E
S78° 24' 37"E
N64° 55' 06"E
N12° 53' 35"E
N21° 54' 29"W
S84° 55' 27"E
S32° 03' 36"W
S12° 53' 35"W
S25° 04' 54"E
S33° 18' 48"E
CHORD LENGTH
202.01'
88.17'
83.07'
250.73'
34.44'
36.27'
22.69'
70.59'
22.69'
46.63'
33.52'
165.26'
34.86'
47.60'
22.69'
70.59'
22.69'
61.21'
35.84'
280.41'
CURVE TABLE
CURVE
C23
C24
C25
C26
C27
C28
C29
RADIUS
215.00'
275.00'
170.00'
570.00'
230.00'
25.00'
25.00'
LENGTH
129.60'
165.76'
222.89'
465.46'
120.45'
38.28'
41.01'
DELTA
34°32'11"
34°32'11"
75°07'15"
46°47'15"
30°00'19"
87°44'02"
93°59'15"
CHORD BEARING
S13° 01' 16"E
S13° 01' 16"E
S33° 18' 48"E
N85° 43' 57"E
N77° 20' 29"E
S48° 28' 38"W
S42° 23' 01"E
CHORD LENGTH
127.64'
163.26'
207.26'
452.64'
119.08'
34.65'
36.56'
S
3
0
°
1
7
'
2
2
"
E
5
9
.
6
8
'
N31° 22' 09"W
3.79'
N58°
3
8
'
4
2
"
E
2
7
4
.
8
8
'
S26° 01' 06"W
0.61'
S58° 38' 42"W
4.68'
N
2
7
°
0
5
'
1
0
"
W
5
6
.
4
3
'
S58°
3
7
'
5
1
"
W
2
7
2
.
7
7
'
S2
6
°
0
1
'
0
6
"
W
74
.
0
5
'
APPR
O
X
I
M
A
T
E
L
O
C
A
T
I
O
N
O
F
1
5
'
WATE
R
L
I
N
E
E
A
S
E
M
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N
T
B
A
S
E
D
O
N
C
I
T
Y
OF G
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G
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T
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N
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L
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S
VOLU
M
E
2
1
6
8
,
P
A
G
E
4
4
DATE: JULY 2015
JOB NO.P2659.00
SHEET 1 OF 2
OWNER/AGENT
UICK INC.
LAND SURVEYING
MAILING ADDRESS: 4500 WILLIAMS DR. SUITE 212, BOX 228, GEORGETOWN, TX 78633
OFFICE: 3305 SHELL ROAD, SUITE 100, GEORGETOWN, TX. 78628
FIRM NUMBER: 10194104
PHONE: 512-915-4950
FIELD NOTES FOR A 28.752 ACRE TRACT OF LAND:
BEING A 28.752 ACRE TRACT OF LAND LOCATED IN THE C. JOYNER SURVEY, ABSTRACT NO. 820, AND THE G.B. MAYHALL SURVEY, ABSTRACT NO. 821, WILLIAMSON
COUNTY, TEXAS, SAID 28.752 ACRE TRACT BEING ALL OF A CALLED 10.27 ACRE TRACT RECORDED IN DOCUMENT NO. 2010025683, OFFICIAL PUBLIC RECORDS, WILLIAMSON
COUNTY, TEXAS, A PORTION OF A CALLED 17.73 ACRE TRACT RECORDED IN DOCUMENT NO. 2010023651, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS, AND A
PORTION OF A CALLED 17.85 ACRE TRACT RECORDED IN DOCUMENT NO. 2010025273, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS, SAID 28.752 ACRE TRACT
BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A ½" IRON ROD FOUND WITH AN ORANGE "ATX SURVEY" PLASTIC CAP LOCATED AT THE WEST CORNER OF LOT 10, ESTATES OF WESTLAKE, PHASE 3B,
RECORDED IN CABINET EE, SLIDES 386-387, PLAT RECORDS, WILLIAMSON COUNTY, TEXAS, SAID POINT BEING THE NORTH CORNER OF HIGHLAND SPRINGS LANE (60 FOOT
RIGHT-OF-WAY), AN ANGLE POINT IN THE SOUTHEAST LINE OF SAID 17.73 ACRE TRACT, AND BEING AN ANGLE POINT OF THE HEREIN DESCRIBED TRACT;
THENCE, WITH THE NORTHWEST RIGHT-OF-WAY LINE OF HIGHLAND SPRINGS LANE, A SOUTHEAST LINE OF SAID 17.73 ACRE TRACT, S 26° 01' 06" W, A DISTANCE OF 74.05'
(RECORD, S26°06'16"W 73.88') TO A ½" IRON ROD FOUND WITH AN ORANGE "ATX SURVEY" PLASTIC CAP LOCATED AT THE NORTH CORNER OF LOT 9, ESTATES OF
WESTLAKE, PHASE 3B, THE WEST RIGHT-OF-WAY CORNER OF HIGHLAND SPRINGS LANE, AN ANGLE POINT OF SAID 17.73 ACRE TRACT, AND BEING AN ANGLE POINT OF
THE HEREIN DESCRIBED TRACT;
THENCE, WITH THE NORTHWEST LINE OF SAID LOT 9, THE SOUTHEAST LINE OF SAID 17.73 ACRE TRACT, S 58° 38' 42" W, A DISTANCE OF 4.68' TO A ½" IRON ROD FOUND
WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP FOR A SOUTH CORNER OF THE HEREIN DESCRIBED TRACT;
THENCE, DEPARTING THE NORTH LINE OF SAID LOT 9, SEVERING SAID 17.73 ACRE TRACT AND SAID 17.85 ACRE TRACT THE FOLLOWING EIGHT (8) COURSES AND
DISTANCES:
N 27° 05' 10" W, A DISTANCE OF 56.43' TO A ½" IRON ROD FOUND WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP FOR ANGLE;
S 58° 37' 51" W, A DISTANCE OF 272.77' TO A ½" IRON ROD FOUND WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP FOR ANGLE;
N 31° 22' 09" W, A DISTANCE OF 279.08' TO A ½" IRON ROD FOUND WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP FOR ANGLE;
N 13° 36' 31" W, A DISTANCE OF 221.06' TO A ½" IRON ROD FOUND WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP FOR ANGLE;
S 83° 08' 09" W, A DISTANCE OF 232.45' TO A ½" IRON ROD FOUND WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP FOR ANGLE;
S 70° 04' 42" W, A DISTANCE OF 188.03' TO A ½" IRON ROD FOUND WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP FOR ANGLE;
S 86° 28' 52" W, A DISTANCE OF 197.88' TO A ½" IRON ROD FOUND WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP FOR ANGLE;
N 89° 42' 08" W, A DISTANCE OF 88.86' TO A ½" IRON ROD FOUND WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP LOCATED IN A THE EAST RIGHT OF WAY
CURVE TO THE RIGHT OF COUNTY ROAD 262, SAID POINT BEING IN THE WEST PROPERTY LINE OF SAID 17.73 ACRE TRACT AND BEING THE SOUTHWEST CORNER OF THE
HEREIN DESCRIBED TRACT;
THENCE, WITH THE EAST RIGHT-OF-WAY LINE OF COUNTY ROAD 262, THE WEST PROPERTY LINE OF SAID 17.73 ACRE TRACT THE FOLLOWING THREE (3) COURSES AND
DISTANCES
ALONG SAID CURVE TO THE RIGHT CONTAINING A RADIUS OF 1111.23', AN INTERIOR ANGLE OF 04°32'50", A CHORD BEARING OF N 02° 20' 09" E, A CHORD DISTANCE OF
88.17', AND AN ARC LENGTH OF 88.19' TO A ½" IRON ROD FOUND FOR A POINT OF TANGENCY,
N 04° 36' 37" E, A DISTANCE OF 284.28' (RECORD, N04°37'37"E 284.38') TO A ½" IRON ROD FOUND WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP AT THE
BEGINNING OF A CURVE TO THE LEFT;
ALONG SAID CURVE TO THE LEFT CONTAINING A RADIUS OF 727.51', AN INTERIOR ANGLE OF 15°57'40", A CHORD BEARING OF N 03° 31' 22" W, A CHORD DISTANCE OF
202.01', AND AN ARC LENGTH OF 202.67' TO A ½" IRON ROD FOUND WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP LOCATED AT THE SOUTHWEST CORNER OF
LOT 2, CALDER SUBDIVISION, RECORDED IN CABINET BB, SLIDE 37, PLAT RECORDS, WILLIAMSON COUNTY, TEXAS, SAID POINT BEING THE NORTHWEST CORNER OF SAID
17.73 ACRE TRACT, AND BEING A NORTHWEST CORNER OF THE HEREIN DESCRIBED TRACT;
THENCE, DEPARTING THE EAST RIGHT-OF-WAY LINE COUNTY ROAD 262 WITH THE COMMON SOUTHEAST LINE OF SAID LOT 2, CALDER SUBDIVISION, THE NORTHWEST LINE
OF SAID 17.73 ACRE TRACT, N 62° 26' 19" E, A DISTANCE OF 296.30' (RECORD, N62°27'19"E 296.40') TO A ½" IRON ROD FOUND WITH AN ORANGE "ATX SURVEY" CAP LOCATED
AT THE SOUTHEAST CORNER OF SAID LOT 2, CALDER SUBDIVISION, A SOUTHWEST CORNER OF SAID 10.27 ACRE TRACT, AN INTERIOR CORNER OF THE HEREIN
DESCRIBED TRACT;
THENCE, WITH THE NORTHEAST LINE OF SAID LOT 2, CALDER SUBDIVISION, A SOUTHWEST LINE OF SAID 10.27 ACRE TRACT, N 28° 40' 37" W, A DISTANCE OF 227.01'
[RECORD, N28°43'37"W 227.33'] TO A ½" IRON ROD WITH AN ORANGE "5784" CAP LOCATED IN THE SOUTHEAST LINE OF A CALLED 23.64 ACRE TRACT RECORDED IN
DOCUMENT NO. 2010012504, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS, SAID POINT BEING THE NORTHEAST CORNER OF SAID LOT 2, CALDER SUBDIVISION,
THE NORTHWEST CORNER OF SAID 10.27 ACRE TRACT, AND BEING A NORTHWEST CORNER OF THE HEREIN DESCRIBED TRACT;
THENCE, WITH THE SOUTHEAST LINE OF SAID 23.64 ACRE TRACT, THE NORTHWEST LINE OF SAID 10.27 ACRE TRACT, N 66° 29' 59" E, A DISTANCE OF 616.10' [RECORD,
N66°32'05"E 615.79'] TO A ½" IRON ROD LOCATED AT THE WEST CORNER OF LOT 3, ESTATES OF WESTLAKE ENCLAVE, RECORDED IN DOCUMENT NO. 2012061103, PLAT
RECORDS, WILLIAMSON COUNTY, TEXAS, SAID POINT BEING A NORTHEAST CORNER OF SAID 10.27 ACRE TRACT, AND BEING A NORTHEAST CORNER OF THE HEREIN
DESCRIBED TRACT;
THENCE, WITH THE COMMON LINES OF SAID 10.27 ACRE TRACT, AND LOT 3 AND LOT 4, ESTATES OF WESTLAKE ENCLAVE, THE FOLLOWING FOUR (4) COURSES AND
DISTANCES:
S 27° 51' 56" E, A DISTANCE OF 130.24' [RECORD, S27°59'47"E 130.16'] TO A ½" IRON ROD FOUND WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP FOR ANGLE;
S 54° 05' 37" E, A DISTANCE OF 100.06' [RECORD, S54°13'28"E 100.00'] TO A ½" IRON ROD FOUND WITH AN ORANGE "ATX SURVEY" CAP FOR ANGLE;
S 68° 57' 40" E, A DISTANCE OF 210.04' [RECORD, S68°57'21"E 210.07'] TO A ½" IRON ROD FOUND WITH AN ORANGE "5784" CAP FOR CORNER;
N 06° 42' 33" E, A DISTANCE OF 70.41' [RECORD, N06°33'04"E 70.52'] TO A ½" IRON ROD WITH AN ORANGE "5784" CAP LOCATED AT THE SOUTHWEST CORNER OF LOT 49,
ESTATES OF WESTLAKE PHASE 6A & 6B, SECTION ONE, RECORDED IN CABINET FF, SLIDES 367-369, PLAT RECORDS, WILLIAMSON COUNTY, TEXAS, SAID POINT BEING A
NORTHWEST CORNER OF SAID 10.27 ACRE TRACT, AND BEING A NORTHWEST CORNER OF THE HEREIN DESCRIBED TRACT;
THENCE, ALONG THE SOUTH LINE OF SAID LOT 49, ESTATES OF WESTLAKE PHASE 6A & 6B, SECTION ONE, AND WITH THE NORTH LINE OF SAID 10.27 ACRE TRACT, S 77° 49'
37" E, A DISTANCE OF 188.80' [RECORD, S77°49'09"E 189.02'] TO A ½" IRON ROD WITH A YELLOW "CS LTD" CAP LOCATED IN THE WEST LINE OF LOT 7, ESTATES OF
WESTLAKE, PHASE 4A, RECORDED IN CABINET AA, SLIDES 380-382, PLAT RECORDS, WILLIAMSON COUNTY, TEXAS, SAID POINT BEING A NORTHEAST CORNER OF SAID 10.27
ACRE TRACT AND BEING A NORTHEAST CORNER OF THE HEREIN DESCRIBED TRACT;
THENCE, WITH THE COMMON LINES OF SAID 10.27 ACRE TRACT, AND LOT 7, LOT 8, AND LOT 9, ESTATES OF WESTLAKE,
PHASE 4A, THE FOLLOWING TWO (2) COURSES AND DISTANCES:
S 06° 20' 48" W, A DISTANCE OF 195.90' [RECORD, S06°20'36"W 196.09'] TO A ½" IRON ROD FOUND FOR ANGLE;
S 14° 43' 39" W, A DISTANCE OF 327.96' [RECORD, S14°42'48"W 327.86'] TO A ½" IRON ROD FOUND WITH A YELLOW "GRANT" CAP LOCATED AT THE NORTHWEST CORNER OF
LOT 4, ESTATES OF WESTLAKE, PHASE 4B, RECORDED IN CABINET CC, SLIDES 181-183, PLAT RECORDS, WILLIAMSON COUNTY, TEXAS, SAID POINT BEING THE SOUTHWEST
CORNER OF SAID LOT 9, ESTATES OF WESTLAKE, PHASE 4A, THE SOUTHEAST CORNER OF SAID 10.27 ACRE TRACT, THE NORTHEAST CORNER OF SAID 17.73 ACRE TRACT,
AND BEING AN ANGLE POINT OF THE HEREIN DESCRIBED TRACT;
THENCE, ALONG THE COMMON LINES OF SAID 17.73 ACRE TRACT, LOT 4, LOT 5, AND LOT 6, ESTATES OF WESTLAKE, PHASE 4B, THE FOLLOWING TWO (2) COURSES AND
DISTANCES:
S 20° 24' 55" E, A DISTANCE OF 340.45' (RECORD, S20°24'08"E 340.44') TO A ½" IRON ROD FOUND WITH A RED "MATKIN HOOVER ENG. & SURVEY" PLASTIC CAP FOR ANGLE;
S 39° 55' 16" E, A DISTANCE OF 160.28' (RECORD, S39°54'29"E 160.27') TO A ½" IRON ROD WITH A YELLOW "GRANT" CAP LOCATED AT AN ANGLE POINT OF SAID LOT 6,
ESTATES OF WESTLAKE, PHASE 4B, THE NORTHEAST CORNER OF SAID LOT 10, ESTATES OF WESTLAKE, PHASE 3B, THE EAST CORNER OF SAID 17.73 ACRE TRACT, AND
BEING THE EAST CORNER OF THE HEREIN DESCRIBED TRACT;
THENCE, WITH THE NORTHWEST LINE OF SAID LOT 10, ESTATES OF WESTLAKE, PHASE 3B, A SOUTHEAST LINE OF SAID 17.73 ACRE TRACT, S 48° 35' 20" W, A DISTANCE OF
258.39' (RECORD, S48°32'51"W 258.47') TO THE POINT OF BEGINNING CONTAINING 28.752 ACES OF LAND.
SITE
FM 34
0
5
FM
2
3
3
8
PRELIMINARY PLAT OF
HIGHLAND ESTATES
LOT 2
CALDER SUBDIVISION
CAB. BB, SLIDE 37,
P.R.
17.095 ACRES
DOC. 2016006103
O.P.R.
CALLED 23.64 ACRES
DOC. 2010012504
O.P.R.
LOT 3
ESTATES OF WESTLAKE
ENCLAVE
DOC. 2012061103
P.R.
LOT 4
ESTATES OF WESTLAKE
PHASE 6A & 6B, SECTION ONE
CAB. FF, SLIDES 367-369
P.R.
LOT 49
LOT 7
LOT 8
LOT 9
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LOT 6
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LOT 10
ESTATES OF WESTLAKE
PHASE 3B
CAB. EE, SLIDES 386-387
P.R.
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FOUND 1/2" IRON ROD WITH A RED
"MATKIN-HOOVER ENG. & SURVEY." PLASTIC CAP
FOUND 1/2" IRON ROD UNLESS SPECIFIED OTHERWISE
FOUND 1/2" IRON ROD WITH AN ORANGE "5784" CAP
FOUND 1/2" IRON ROD WITH A YELLOW "GRANT" CAP
FOUND 1/2" IRON ROD WITH A YELLOW "CS LTD" CAP
FOUND 1/2" IRON ROD WITH AN ORANGE "ATX SURVEY" CAP
H
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P.O.B. POINT OF BEGINNING
LOT 4
SET 1/2" IRON ROD WITH A BLUE "QUICK INC" PLASTIC CAP
LOT 1
1.000 AC.
LOT 2
1.011 AC.
LOT 3
1.036 AC.
LOT 4
1.018 AC.
LOT 5
1.002 AC.
LOT 6
1.000 AC.
LOT 7
1.000 AC.
LOT 8
1.005 AC.
LOT 9
1.065 AC.
LOT 10
1.050 AC.
LOT 11
1.000 AC.
LOT 12
1.003 AC.
LOT 13
1.000 AC.
LOT 14
1.000 AC.
LOT 15
1.015 AC.
LOT 16
1.017 AC.
LOT 17
1.052 AC.
LOT 8
1.034 AC.
LOT 7
1.000 AC.
LOT 6
1.000 AC.LOT 5
1.000 AC.
LOT 3
1.092 AC.
LOT 2
1.000 AC.
LOT 1, 1.028 AC.
(1.000 ACRES OUTSIDE OF
RIGHT-OF-WAY DEDICATION)
(0.028 ACRES WITHIN THE
RIGHT-OF-WAY DEDICATION)
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SCALE: 1"=100'
0 50'100'150'200'
SE
N
S
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2
TREE TABLE
POINT NUMBER SPECIES TRUNK DIA (IN)SPREAD (FT)
6009 LIVE OAK 26 30
6010 LIVE OAK 37 45
6011 LIVE OAK 39 50
6012 LIVE OAK 30 45
6013 LIVE OAK 35 45
6014 LIVE OAK 36 40
6015 LIVE OAK 38 40
6016 LIVE OAK 38 40
6017 LIVE OAK 25 40
6018 LIVE OAK 26 45
6019 LIVE OAK 30 45
6020 LIVE OAK 34 35
6021 LIVE OAK 32 40
6022 LIVE OAK 26 40
6023 LIVE OAK 30 40
6024 LIVE OAK 25 30
6025 LIVE OAK 26 40
6026 LIVE OAK 24 35
6027 LIVE OAK 25 40
6028 LIVE OAK 28 35
6029 LIVE OAK 25 40
6030 LIVE OAK 24 30
6031 LIVE OAK 29 35
6032 LIVE OAK 33 40
6033 LIVE OAK 30 40
6034 LIVE OAK 30 40
6035 LIVE OAK 28 30
TREE TABLE
POINT NUMBER SPECIES TRUNK DIA (IN)SPREAD (FT)
TBM 1
BENCHMARK REF:
TBM1
NORTHING: 10225299.772
EASTING: 3102597.627
ELEV: 945.637
HORIZONTAL: NAD83, CENTRAL ZONE
VERTICAL: NAVD88
C/O NORM ASHBY
ASHBY CAPITOL INVESTMENTS
P.O. BOX 1138
GEORGETOWN, TX 78627
(512) 876-9008
(512) 697-2855 FAX
NORMASHBY@WILDEWOODTX.COM
10' P.U.E.
1
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10
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P
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6026
6025
6024
6023
6027 6028
6029
6030
6035
6034
6033
6032
6022
6021
6019
6020
6018
6017
6015
6016
6013
6014
60106009
6011
6012
LOT 1000
3.323 AC.
L
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15
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PP-2015-014
MATKIN HOOVER
ENGINEERING & SURVEYING
C/O GARRETT KELLER, P.E.
8 SPENCER ROAD SUITE 100
BOERNE, TEXAS 78006
OFF: (830) 249-0600
FAX: (830) 249-0099
GKELLER@MATKINHOOVER.COM
ENGINEER:
FUTURE RIGHT-OF-WAY DEDICATION
RECORDED IN DOCUMENT NO.
(SEE DETAIL A:)
6
0
.
0
'
TEMPORARY TURN-AROUND
EASEMENT DOCUMENT NO.
TO BE RECORDED PRIOR TO FINAL PLAT
N: 10225317.73
E: 3101217.55
N: 1022
6
2
2
7
.
0
8
E: 3101
3
8
5
.
3
2
N: 1022
6
2
9
3
.
4
6
E: 3102
2
9
6
.
4
9
N: 10224968.12
E: 3102108.76
VICINITY MAP
8
0
'
P
.
U
.
E
.
80' P.U
.
E
.
70' P.U.E.70' P.U.E.
SITE PROPERTIES:
LINEAR FOOT OF ROAD = 2633.73' (3.323 ACRES)
NUMBER OF BLOCKS = 2
NUMBER OF LOTS = 25
PHASE ACREAGE = 28.752 (RIGHT-OF-WAY = 3.323 ACRES,
RESIDENTIAL LOTS = 25.429 ACRES)
REMAINING PORTION OF LOT 1
1.000 AC.
DETAIL A: 1" = 100'
FUTURE RIGHT-OF-WAY DEDICATION, 0.028 AC.
6
0
.
0
'
10' W
A
T
E
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L
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N
E
E
A
S
E
M
E
N
T
(SEE
N
O
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E
1
.
)
10' WATERLINE EASEMENT
(SEE NOTE 1.)LOT 4
1.000 AC.
NOTE:
1. 10 FOOT WATERLINE EASEMENTS SHOWN ARE INTENDED TO RUN
PERPENDICULAR INTO THE EXISTING WATER LINE EASEMENT.
2. THE EXISTING WATERLINE EASEMENT SHOWN IS APPROXIMATE
AND BASED ON CITY OF GEORGETOWN GIS APPLICATIONS
PROVIDED BY THE ENGINEER.
TEMPORARY TURN-AROUND
EASEMENT DOCUMENT NO.
TO BE RECORDED PRIOR TO FINAL PLAT
LOT 9
6031
17.09
5
A
C
R
E
S
DOC.
2
0
1
6
0
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3
O.P.R
.
SEE NOTE 31, SHEET 2 OF 2
10' P
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.
Page 32 of 68
NEW RESIDENTIAL LOTS: 25
NEW RIGHT-OF-WAY DEDICATION: 0
I GARRETT D. KELLER, REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, DO
HEREBY CERTIFY THAT THIS SUBDIVISION IS IN THE EDWARDS AQUIFER RECHARGE ZONE AND IS NOT
ENCROACHED BY A ZONE A FLOOD AREA, AS DENOTED HEREIN, AND AS DEFINED BY FEDERAL
EMERGENCY MANAGEMENT ADMINISTRATION FLOOD HAZARD BOUNDARY MAP, COMMUNITY PANEL
NUMBER 48491C0275E, EFFECTIVE DATE SEPTEMBER 26, 2008, AND THAT EACH LOT CONFORMS TO
THE CITY OF GEORGETOWN REGULATIONS.
THE FULLY DEVELOPED, CONCENTRATED STORMWATER RUNOFF RESULTING FROM THE ONE
HUNDRED (100) YEAR FREQUENCY STORM IS CONTAINED WITHIN THE DRAINAGE EASEMENTS SHOWN
AND/OR PUBLIC RIGHTS-OF-WAY DEDICATED BY THIS PLAT.
TO CERTIFY WHICH, WITNESS MY HAND AND SEAL AT GEORGETOWN, WILLIAMSON COUNTY, TEXAS,
THIS ___ DAY OF FEBRUARY , 2016.
LICENSED PROFESSIONAL ENGINEER
GARRETT D. KELLER, PE
NO. 111511 STATE OF TEXAS
I, TRAVIS L. QUICKSALL , REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF TEXAS, DO
HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECTLY MADE FROM AN ACTUAL SURVEY MADE
ON THE GROUND OF THE PROPERTY LEGALLY DESCRIBED HEREON, AND THAT THERE ARE NO
APPARENT DISCREPANCIES, CONFLICTS, OVERLAPPING OF IMPROVEMENTS, VISIBLE UTILITY LINES
OR ROADS IN PLACE, EXCEPT AS SHOWN ON THE ACCOMPANYING PLAT, AND THAT THE CORNER
MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY SUPERVISION IN
ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF THE CITY OF GEORGETOWN, TEXAS.
TO CERTIFY WHICH, WITNESS MY HAND AND SEAL AT GEORGETOWN , WILLIAMSON COUNTY, TEXAS,
THIS ___ DAY OF FEBRUARY , 2016.
REGISTERED PROFESSIONAL LAND SURVEYOR
TRAVIS L. QUICKSALL, R.P.L.S.
NO.6447 STATE OF TEXAS
MATKIN HOOVER
ENGINEERING & SURVEYING
C/O GARRETT D. KELLER, P.E.
8 SPENCER ROAD SUITE 100
BOERNE, TEXAS 78006
OFF: (830) 249-0600
FAX: (830) 249-0099
GKELLER@MATKINHOOVER.COM
PRELIMINARY PLAT OF
HIGHLAND ESTATES
OWNER/DEVELOPER:AGENT/PREPARER:DATE: NOVEMBER 2015
BEING A 28.75 ACRE TRACT OF LAND, LOCATED IN THE C. JONER SURVEY, ABSTRACT NO. 820, AND THE G.B.
MAYHILL SURVEY, ABSTRACT NO. 821, WILLIAMSON COUNTY, TEXAS. SAID 28.75 ACRE TRACT BEING ALL OF A
CALLED 10.27 ACRE TRACT RECORDED IN DOCUMENT NO. 2010025683, OFFICIAL PUBLIC RECORDS, WILLIAMSON
COUNTY, TEXAS, A PORTION OF A CALLED 17.73 ACRE TRACT RECORDED IN DOCUMENT NO. 2010023651,
OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS, AND A PORTION OF A CALLED 17.85 ACRE TRACT
RECORDED IN DOCUMENT NO. 2010025273, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS.
NOTES:
1.UTILITY PROVIDERS FOR THIS DEVELOPMENT ARE WATER: CITY OF GEORGETOWN, WASTEWATER/SEPTIC:SEPTIC, AND
ELECTRIC:P.E.C.
2.RURAL MAILBOXES SHALL BE SET THREE FEET FROM THE EDGE OF THE PAVEMENT OR BEHIND CURBS, WHEN USED. ALL
MAILBOXES WITHIN COUNTY ARTERIAL RIGHT-OF-WAY SHALL MEET THE CURRENT TXDOT STANDARDS. ANY MAILBOX THAT
DOES NOT MEET THIS REQUIREMENT MAY BE REMOVED BY WILLIAMSON COUNTY.
3.ALL PUBLIC UTILITY EASEMENTS ARE FOR UTILITY IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ELECTRIC, TELEPHONE
AND/OR CATV LINES AND APPURTENANCES.
4.ALL STRUCTURES/OBSTRUCTIONS ARE PROHIBITED IN DRAINAGE EASEMENTS.
5.BASIS OF BEARING: WAS ESTABLISHED USING THE NAD 83/93 HARN-TEXAS CENTRAL ZONE & NAVD 88.
6.ALL PUBLIC ROADWAYS AND EASEMENTS AS SHOWN ON THE PLAT ARE FREE OF LIENS. REQUIRED RELEASE OF LIENS SHALL BE
PROVIDED TO THE COMMISSIONERS' COURT.
7.IN ORDER TO PROMOTE DRAINAGE AWAY FROM A STRUCTURE, THE SLAB ELEVATION SHOULD BE BUILT AT LEAST ONE-FOOT
ABOVE THE SURROUNDING GROUND, AND THE GROUND SHOULD BE GRADED AWAY FROM THE STRUCTURE AT A SLOPE OF 1/2"
PER FOOT FOR A DISTANCE OF AT LEAST 10 FEET.
8.THE LANDOWNER ASSUMES ALL RISKS ASSOCIATED WITH IMPROVEMENTS LOCATED IN THE RIGHT-OF-WAY, OR ROAD
WIDENING EASEMENTS. BY PLACES ANYTHING IN THE RIGHT-OF-WAY OR ROAD WIDENING EASEMENTS, THE LAND OWNER
INDEMNIFIES AND HOLDS THE CITY OF GEORGETOWN, WILLIAMSON COUNTY, THEIR OFFICERS, AGENTS AND EMPLOYEES
HARMLESS FROM ANY LIABILITY OWING TO PROPERTY DEFECTS OR NEGLIGENCE NOT ATTRIBUTED TO THEM AND
ACKNOWLEDGES THAT THE IMPROVEMENTS MAY BE REMOVED BY THE CITY AND/OR COUNTY AND THAT THE OWNER OF THE
IMPROVEMENTS WILL BE RESPONSIBLE FOR THE RELOCATION AND/OR REPLACEMENT OF THE IMPROVEMENTS.
9.PARKLAND DEDICATION REQUIREMENTS ARE BEING MET BY FEE-IN-LIEU.
10. ANY HERITAGE TREE AS NOTED ON THIS PLAT IS SUBJECT, IN PERPETUITY, TO THE MAINTENANCE, CARE, PRUNING AND
REMOVAL REQUIREMENTS OF THE CITY OF GEORGETOWN, AND APPROVED REMOVAL DOES NOT REQUIRE MODIFICATION OF
THE PLAT.
11. A 10-FOOT PUBLIC UTILITY EASEMENT IS RESERVED ALONG ALL STREET FRONTAGES WITHIN THIS PLAT.
12.THE MAXIMUM IMPERVIOUS COVERAGE PER RESIDENTIAL LOT IS 20% PERCENT.
13.THE BUILDING OF ALL STREETS, ROADS, AND OTHER PUBLIC THOROUGHFARES AND ANY BRIDGES OR CULVERTS NECESSARY
TO BE CONSTRUCTED OR PLACED IS THE RESPONSIBILITY OF THE OWNERS OF THE TRACT OF LAND COVERED BY THIS PLAT IN
ACCORDANCE WITH THE PLANS AND SPECIFICATIONS PRESCRIBED BY THE CITY OF GEORGETOWN AND/OR WILLIAMSON
COUNTY, TEXAS. NEITHER THE CITY OF GEORGETOWN NOR WILLIAMSON COUNTY ASSUMES ANY OBLIGATION TO BUILD ANY OF
THE STREETS, ROADS, OR OTHER PUBLIC THOROUGHFARES SHOWN ON THIS PLAT OR OF CONSTRUCTING ANY OF THE
BRIDGES OR DRAINAGE IMPROVEMENTS IN CONNECTION THEREWITH. NEITHER THE CITY OF GEORGETOWN NOR WILLIAMSON
COUNTY ASSUME ANY RESPONSIBILITY FOR DRAINAGE WAYS OR EASEMENTS IN THE SUBDIVISION, OTHER THAN THOSE
DRAINING OR PROTECTING THE ROAD SYSTEM AND STREETS IN THEIR RESPECTIVE JURISDICTIONS.
14.NEITHER THE CITY OF GEORGETOWN NOR WILLIAMSON COUNTY ASSUMES ANY RESPONSIBILITY FOR THE ACCURACY OF
REPRESENTATIONS BY OTHER PARTIES IN THIS PLAT. FLOODPLAIN DATA, IN PARTICULAR, MAY CHANGE DEPENDING ON
SUBSEQUENT DEVELOPMENT. IT IS FURTHER UNDERSTOOD THAT THE OWNERS OF THE TRACT OF LAND COVERED BY THIS PLAT
MUST INSTALL AT THEIR OWN EXPENSE ALL TRAFFIC CONTROL DEVICES AND SIGNAGE THAT MAY BE REQUIRED BEFORE THE
STREETS IN THE SUBDIVISION HAVE FINALLY BEEN ACCEPTED FOR MAINTENANCE BY THE CITY AND / OR COUNTY.
15.THERE ARE NO AREAS WITHIN THE BOUNDARIES OF THIS SUBDIVISION IN THE 100-YEAR FLOODPLAIN AS DEFINED BY FIRM MAP
NUMBER 48491C0275E, EFFECTIVE DATE OF 9/26/2008.
16.RIGHT-OF-WAY EASEMENTS FOR WIDENING ROADWAYS OR IMPROVING DRAINAGE SHALL BE MAINTAINED BY THE LAND OWNER
UNTIL ROAD OR DRAINAGE IMPROVEMENTS ARE ACTUALLY CONSTRUCTED ON THE PROPERTY. THE CITY AND/OR COUNTY HAVE
THE RIGHT AT ANY TIME TO TAKE POSSESSION OF ANY ROAD WIDENING EASEMENT FOR CONSTRUCTION, IMPROVEMENT, OR
MAINTENANCE OF THE ADJACENT ROAD.
17.ON-SITE SEWAGE FACILITIES MUST BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER OR REGISTERED SANITARIAN.
18.NO CONSTRUCTION IN THE SUBDIVISION MAY BEGIN UNTIL THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) HAS
APPROVED THE WATER POLLUTION ABATEMENT PLAN (WPAP) IN WRITING.
19.THIS PLAT IS SUBJECT TO THE PROVISIONS OF THE CITY OF GEORGETOWN WATER CONSERVATION ORDINANCE. IN
ACCORDANCE WITH THE ORDINANCE, IRRIGATION SYSTEMS INSTALLED ON RESIDENTIAL LOTS MAY NOT IRRIGATE AN AREA
LARGER THAN 2.5 TIMES THE HOUSE FOUNDATION FOOTPRINT OR 10,000 SQUARE FEET, WHICHEVER IS THE SMALLER, WITH
SPRAY OR ROTOR IRRIGATION HEADS. THE USE OF DRIP IRRIGATION, BUBBLERS, OR MICRO-SPRAYERS MAY BE USED TO
EXPAND THE IRRIGATION COVERAGE AREA.
20.THE SUBDIVISION SUBJECT TO THIS APPLICATION IS SUBJECT TO THE WATER QUALITY REGULATIONS OF THE CITY OF
GEORGETOWN. (FOR PROPERTIES OVER THE EDWARDS AQUIFER RECHARGE ZONE)
21.A GEOLOGIC ASSESSMENT, IN ACCORDANCE WITH THE CITY OF GEORGETOWN WATER QUALITY REGULATIONS, WAS
COMPLETED ON JUNE 4, 2015. ANY SPRINGS AND STREAMS AS IDENTIFIED IN THE GEOLOGIC ASSESSMENT ARE SHOWN HEREIN.
22.NEITHER THE CITY OF GEORGETOWN NOR WILLIAMSON COUNTY SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE
PRIVATE STREETS SHOWN HEREIN AND MAY NOT ACCEPT STREETS THAT HAVE NOT BEEN BUILT AND CONTINUOUSLY
MAINTAINED TO APPLICABLE CITY AND COUNTY STANDARDS. A MANDATORY PROPERTY OR HOME OWNER'S ASSOCIATION,
WHICH INCLUDES ALL PROPERTY TO BE SERVED BY THE PRIVATE STREETS, SHALL BE ESTABLISHED TO PROVIDE CONTINUOUS
MAINTENANCE OF THE PRIVATE STREETS SHOWN HEREIN AND ANY OTHER APPURTENANCES, SUCH AS GATES, THAT ARE FOR
COMMON USE BY THE RESIDENTS OF THE SUBDIVISION. A COPY OF THE PROPERTY OR HOME OWNER'S ASSOCIATION
AGREEMENTS SHALL BE PRESENTED TO AND APPROVED BY THE CITY AT THE TIME OF FINAL PLATTING AND SHALL BE FILED OF
RECORD WITH THE PLAT THEREOF. THE ASSOCIATION MAY NOT BE DISSOLVED, NOR MAY ANY PORTION OF THE ASSOCIATION
DOCUMENTS PERTAINING TO THE MAINTENANCE OF THE PRIVATE STREETS BE AMENDED, WITHOUT THE WRITTEN CONSENT OF
THE CITY.
23.LOT 1000 SHALL BE A PRIVATE STREET AND A PUBLIC UTILITY EASEMENT. ALL STREETS WITHIN LOT 1000 WITHIN THIS
SUBDIVISION SHALL PROVIDE FOR RECIPROCAL ACCESS FOR INGRESS AND EGRESS TO ALL OTHER LOT OWNERS AND
SUCCESSORS WITHIN THE SUBDIVISION.
24.A PERPETUAL PUBLIC SAFETY AND PUBLIC SERVICE EASEMENT FOR THE PURPOSE OF PROVIDING PUBLIC SAFETY SERVICES,
POLICE, FIRE AND MEDICAL SERVICES, UTILITY METER READING, CODE ENFORCEMENT, BUILDING INSPECTIONS, SOLID WASTE
COLLECTION, PUBLIC SCHOOL TRANSPORTATION, ANY OTHER PUBLIC SERVICES AND ENFORCING THE CITY ORDINANCES; AND
GIVING THE CITY AND ITS AUTHORIZED OFFICERS AND DESIGNEES UNINHIBITED INGRESS AND EGRESS OVER, ACROSS AND
THROUGH SUCH PRIVATE DRIVES, STREETS, ROADWAYS, AND RIGHTS-OF-WAY FOR THE PURPOSE OF PROVIDING PUBLIC
SAFETY SERVICES, POLICE, FIRE AND MEDICAL SERVICES, AND ENFORCING AND ENFORCING THE PENAL CODE AND CITY
ORDINANCES. THE HOA SHALL MAINTAIN AT ALL TIMES WITH THE CITY SECRETARY THE CURRENT GATE CODE OR KEY FOR ALL
GATES REGULATING ACCESS TO AND FROM THE SUBDIVISION.
25.DRIVEWAYS FOR LOT 17 (BLOCK A) AND LOT 8 (BLOCK B) SHALL CONNECT ONLY TO HIGHLAND SPRINGS LANE AND NOT
DIRECTLY TO CR 262.
26.THE SENSITIVE FEATURE BUFFER ZONE IS A NATURAL GEOLOGICAL FEATURE BUFFER ZONE (NON CONSTRUCTION/ LANDSCAPE
EASEMENT). NO ALTERATION WITHIN THE NATURAL TERRAIN OR VEGETATION SHALL OCCUR WITHIN THIS EASEMENT. NO
STORM WATER FLOW SHALL BE DIRECTED TOWARDS THIS EASEMENT. A PERMANENT FENCE SHALL BE PLACED AROUND THIS
EASEMENT TO PREVENT DISTURBANCE OF THE NATURAL SOIL AND VEGETATION WITHIN THIS EASEMENT. THE PROPERTY OR
HOME OWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE PERMANENT FENCE AROUND THE BUFFER
ZONE AND REMOVAL OF ANY TRASH OR DEBRIS FOUND WITHIN THE BUFFER ZONE.
27.NO HOMES OR STRUCTURES SHALL BE PLACED WITHIN THE "NO CONSTRUCTION BUILDING SETBACK EASEMENT".
28.THE INTENT OF THE FUTURE STREET RIGHT OF WAY DEDICATION AS SHOWN ON LOT 1 IS REQUIRED TO ENSURE A FUTURE
RIGHT OF WAY WIDTH OF 60 FEET WHEN COMBINED WITH FUTURE STREET STUB-OUT ON ADJACENT PROPERTY.
29.ALL LOTS SHALL HAVE MANICURED LAWN WITH AN AREA EQUAL TO OR GREATER THAN 350% OF THE TOTAL IMPERVIOUS COVER
PROPOSED ON THE LOT INCLUDING THE HOUSE FOUNDATION FOOTPRINT, SIDEWALKS, AND DRIVEWAYS.
FOR EXAMPLE:
IF THE PROPOSED IMPERVIOUS COVER = 6,500 SF X 3.50 = 22,950 SF OF REQUIRED MANICURED LAWN*
*MANICURED LAWN IS DEFINED AS SOD PLACED AROUND THE RESIDENCE WITH AN IRRIGATION SYSTEM. REFER TO NOTE 19
FOR ADDITIONAL RESTRICTION ON LAWN IRRIGATION.
C/O NORM ASHBY
ASHBY CAPITOL INVESTMENTS
P.O. BOX 1138
GEORGETOWN, TX 78627
(512) 876-9008
(512) 697-2855 FAX
NORMASHBY@WILDEWOODTX.COM
A PRELIMINARY PLAT FOR A SUBDIVISION TO BE KNOWN AS HIGHLAND ESTATES HAS BEEN APPROVED
ACCORDING TO THE MINUTES OF THE MEETING OF THE GEORGETOWN PLANNING AND ZONING COMMISSION
ON THE DAY OF ,20 . A.D.
JOSH SCHRODER, CHAIRMAN DATE
SCOTT RANKIN, SECRETARY DATE
PP-2015-014
ENGINEERING
& SURVEYING
CIVIL ENGINEERS SURVEYORS LAND PLANNERS CONSTRUCTION MANAGERS CONSULTANTS
P.O. BOX 54
8 SPENCER ROAD SUITE 100
BOERNE, TEXAS 78006
OFFICE: 830.249.0600 FAX:830.249.0099TEXAS REGISTERED ENGINEERING FIRM F-004512TEXAS REGISTERED SURVEYING FIRM F-10024000
NOTWITHSTANDING ALL STANDARD PROVISIONS APPLICABLE TO THE HIGHLAND ESTATES PLAT, PRIOR TO APPROVAL OR
RECORDATION OF THE HIGHLAND ESTATES PLAT, THE OWNERS OF A CALLED 17.095 ACRE TRACT (DOC. 2016006103 O.P.R.) AND
THE 0.028 ACRE PORTION OF LOT 1, BLOCK B, SHALL DEDICATE FEE SIMPLE TO WILLIAMSON COUNTY A TRACT OF LAND
BEING 60 FEET WIDE AND 274.88 FEET LONG ADJACENT TO THE REMAINING PORTION OF LOT 1, BLOCK B OF THE HIGHLAND
ESTATES SUBDIVISION AND ONE OF THE FOLLOWING CONDITIONS MUST BE MET:
A.A COLLECTOR LEVEL ROADWAY AND ASSOCIATED DRAINAGE IMPROVEMENTS DESIGNED TO MEET THE CITY OF
GEORGETOWN STANDARDS SHALL BE CONSTRUCTED AND ACCEPTED BY THE COUNTY WITHIN SAID DEDICATION.
B.FISCAL SURETY IN ACCORDANCE WITH THE WILLIAMSON COUNTY SUBDIVISION REGULATIONS, SECTION 7.2, SHALL BE
PROVIDED TO WILLIAMSON COUNTY FOR THE CONSTRUCTION OF A COLLECTOR LEVEL ROADWAY AND ASSOCIATED
DRAINAGE IMPROVEMENTS DESIGNED IN ACCORDANCE WITH THE CITY OF GEORGETOWN STANDARDS WITHIN SAID
DEDICATION.
PROVIDED FIRE
FLOW (GPM)
DWELLING
SIZE
MINIMUM EXPOSURE
DISTANCE
1,000 0 - 5,000 SQFT 31FT OR GREATER
1,000 0 - 3,600 SQFT 11 FT - 30 FT
Page 33 of 68
City of Georgetown, Texas
Planning and Zoning
February 16, 2016
SUBJECT:
Action on a request to Rezone 207.147 acres of land in the Addison Survey located at 2750 County Road
110, known as the Kasper Tract, from the Agriculture (AG) District to a Planned Unit Development (PUD)
District with a base zoning of Residential Single-family (RS). REZ-2016-001 (Sofia Nelson, CNU-A,
Planning Director)
ITEM SUMMARY:
Background:
The subject property is located in the southeast quadrant of the City, near the intersection of Westinghouse
Road and Rockride Lane. The Kasper PUD provides entitlements for a maximum of 775 residential units
and includes a mix of single family detached residential lot sizes. The proposed PUD provides the
flexibility to mix product types and sizes without defining multiple zoning boundaries within the property.
The RS areas within Kasper are planned to include a mix of lot sizes including 40’, 50’ and 60’ lot widths.
On February 2nd the Planning and Zoning Commission held a public hearing, received a presentation, and
discussed the request. No action was taken.
Public Comments:
On February 2, 2016 two speakers spoke in opposition to the request.
Staff Recommendation:
Staff has reviewed the request, provided comments to the applicant and has worked with the applicant to
prepare the PUD proposal for consideration. Within the staff report staff has prepared a table outlining each
development standards that varies from the UDC. A staff recommendation on each item has been provided.
Development
Standard
Code
Requirement
PUD Standard Staff Recommendation
Lot size Minimum lot
frontage of 45’
wide and
minimum 5,500
square feet in size
Minimum 40’ wide and 4,400
square feet in size.
The requested residential lot
total will not exceed 775
units. There shall be a
minimum of 25% of the total
units in each lot size (40s, 50s
and 60s) and a maximum of
50% of the total units in any
one lot size.
Staff supports the request to allow
the lot size mix requested by the
applicant.
Masonry
Requirement
N/A (currently
there is not a
minimum
requirement for
masonry on
single family
homes)
At least 85% of the exterior
surface area of all elevations
visible from a public street or
open space/ parkland shall
consist of brick, stone or
stucco.
At least 85% of the exterior
surface area of all elevations
which are not visible from a
public street or open space/
Staff supports of the proposed
PUD masonry standards.
Page 34 of 68
parkland shall consist of
brick, stone, stucco, or
cement based siding. No more
than 50% of any wall shall
consist of cement based
siding
Parking 2 per dwelling
unit
Every lot within Kasper shall
provide a minimum of 2
parking spaces. The garage
shall count as a minimum of
one parking space as long as
the garage is a minimum of
20 feet in depth, and has two
spaces if the garage is more
than 400 square feet. The
driveway shall count as a
minimum of one parking
space as long as the driveway
is a minimum of 20 feet deep,
measured from the right of
way line, so as to avoid an
obstruction to the sidewalk
within the right of way.
Staff supports the proposed PUD
parking standards.
Driveways
Residential-
Local Street
On local streets,
no driveway is
permitted closer
to a corner than
50 feet
On local streets, no driveway
is permitted closer to a corner
than 40’ for lots 50’ and
narrower.
Staff is neutral on the request for
driveway spacing on for lots 50’
and narrower. The request to
decrease the spacing appears to
be driven by the desire to allow
smaller lots.
Residential-
Collector
Driveway access
to single-family
or two-family
dwelling units is
permitted when
spaced 125 feet
apart measured
from center to
center.
Driveway access to Single
Family dwelling units is
permitted when spaced 50
feet apart measured center to
center. Driveways shall be
allowed along Residential or
Major Collectors provided
parking is limited to one side
and the traffic speed limit
along the Collector with
proposed driveways shall not
exceed 30 miles per hour.
Staff is not supportive of the
current request and is
recommending an alternative
recommendation. Since the last
meeting staff has reviewed the
requested variance, variances
from this standard granted in the
past, and the overall intent of a
residential collector. A residential
collector serves as primary access
between a residential subdivision
and the arterial system. It
distributes and/or collects traffic
from the local roads in the
residential neighborhood and
channels it into an arterial
roadway. The driveway spacing
along residential collector
roadways has specifically been
spaced further apart to reduce the
number of traffic conflicts on a
roadway specifically designed to
move traffic into and out of
neighborhoods.
Page 35 of 68
Design alternatives that often
allow for smaller lots fronting on
a neighborhood collector roadway
include slip roads and alley
loaded products that take
driveway access from the alley.
Staff is recommending the
following language:
Up to 10 residential lots shall be
allowed to face onto a residential
collector street with a driveway
spacing of 60 feet measured from
the center of the driveway. All
other driveways must meet the
minimum spacing requirement
outlined in the UDC. No
driveway access to single-family
or two-family dwelling units is
permitted.
On collector
streets, no
driveway is
permitted closer
to a corner than
125 feet
On collector streets no
driveway is permitted closer
to a corner than 50 feet.
Staff is neutral on the request for
driveway spacing from a corner.
Impervious
Cover
45% of the whole
site
Impervious cover shall be
calculated over the entire
Kasper subdivision gross site
area, excluding the Kenney
Fort Blvd. right of way.
Individual lots within Kasper
may contain up to 60%
impervious cover as long as
the entire subdivision remains
at 50% or less of the gross
site area.
Staff is neutral on the request for
increased impervious cover.
Parkland/Trails/Open
Space
The acreage to be
contributed for
any residential
subdivision shall
be pro-rated in an
amount equal to
one acre for each
50 new dwelling
units projected to
occupy any
developing
parcel.
Based on 775
units a minimum
land dedication
of 15.5 acres is
required for this
subdivision.
The Kasper PUD illustrates
approximately 22.5 acres of
public parkland/open space; a
mix of greenbelts, open space,
trail corridors, parks and
water quality amenity lakes.
The Kasper community will
include a private amenity
center within the first phase
and land dedication that will
be built as part of the second
phase of the project. The
amenity center will contain a
resident’s only swimming
pool and pool building, as
well as open public recreation
facilities such as a public
parking lot, playground, trail
Staff recommends support of the
established parkland/trails/ and
open space.
Page 36 of 68
Section 3.06 of the Unified Development Code (UDC) establishes zoning change approval criteria, the
Planning and Zoning Commission and City Council shall consider when reviewing a request for a Planned
Unit Development District (PUD). The criteria and evaluation of each criteria statement has been provided
in the staff report. Due to the number of approval criteria statements that staff has identified as neutral or
inconsistent , five of 11 criteria statements have been evaluated as neutral and 2 of 11 criteria statements
have been evaluated as inconsistent, staff does not believe a full staff recommendation of approval is
appropriate. However, staff does recognize the improvements in residential material standards and parkland
dedication that are gained from this PUD proposal. Should the commission recommend approval of the
request staff is recommending the following conditions be added:
The applicant shall at a minimum reserve 115 feet of ROW and improve one-half of the ultimate
minor arterial roadway section within the boundary of Kasper. Additional improvements may be
access, and an open play area.
Roadway
Dedication and
Improvement
A traffic impact
analysis shall be
required with any
application for a
subdivision or
plat approval,
Site Plan
approval, PUD,
or other
procedure for
which the
proposed
development
generates traffic
in excess of
2,000 average
daily trips. The
property owner
shall dedicate and
improve all
required rights-
of-way for
internal roadways
and adjacent
thoroughfares.
Adjacent
thoroughfares
include
thoroughfares
abutting the
proposed
subdivision,
whether located
within the
boundaries of the
subdivision or
within public
rights-of-way.
A traffic impact analysis will
be delayed to the subdivision
phase of development. Right
of way will be reserved for a
115 foot, minor arterial
roadway corridor for the
extension of Kenny Fort
Blvd. through the project, as
illustrated on Exhibit C.
Kenny Fort Blvd. is a regional
arterial that will provide a
major circulation route for the
eastern edges of Georgetown
and Round Rock. To assist
the municipalities and
Williamson County in
implementing this regional
north/south roadway corridor,
the Kasper development will
dedicate the entire right of
way for the arterial to be
completed as a capital
improvement project. The
Kasper development will
construct one half of the
ultimate arterial roadway
section, or construct the entire
roadway as a Major Collector,
within the boundary of
Kasper. A Major Collector
classification would
accommodate all of the
Kasper development traffic,
as well as serve a significant
amount of additional traffic
that could be generated by
future development in the
immediate area. The City
shall coordinate with the
developer to determine which
construction option is desired
within the arterial roadway
right of way.
Staff is not supportive of the
language as proposed by the
applicant. A full TIA has not been
conducted on this project. The
applicant has requested a TIA be
postponed until the first phase of
subdivision platting. Staff is
recommending the following:
The applicant shall at a minimum
reserve 115 feet of ROW and
improve one-half of the ultimate
minor arterial roadway section
within the boundary of Kasper.
Additional improvements may be
required as a result of the City’s
review of a traffic impact analysis
for the subdivision including
contribution to construction of the
remaining one-half of the minor
arterial roadway section.
Page 37 of 68
required as a result of the City’s review of a traffic impact analysis for the subdivision including
contribution to construction of the remaining one-half of the minor arterial roadway section. Specific
wording to be added to the PUD has been included in the PUD development standards.
Driveway spacing requirements along residential collector roadways shall be limited to the following:
Up to 10 residential lots shall be allowed to face onto a residential collector street with a driveway spacing
of 60 feet measured from the center of the driveway. All other driveways must meet the minimum spacing
requirement outlined in the UDC. No driveway access to single-family or two-family dwelling units is
permitted on a major collector.
FINANCIAL IMPACT:
n/a
SUBMITTED BY:
Sofia Nelson, CNU-A, Planning Director
ATTACHMENTS:
Description Type
staff report Backup Material
Kasper PUD- contains staff and applicant comments Backup Material
Location Map Backup Material
Future Land USe Backup Material
Zoning Map Backup Material
Aerial Map Backup Material
Page 38 of 68
Georgetown Planning Department Staff Report
Kasper Development – REZ-2016-001 Page 1 of 10
Report Date: February 11, 2016
File No.: REZ-2016-001
Project Planner: Sofia Nelson, CNU-A, Planning Director
Item Details
Project Name: Kasper Development
Project Address: 2750 Rockride Lane
Location: Generally located at the northwest corner of Westinghouse Road and
Rockride Lane.
Total Acreage: 207.10 acres
Applicant: Mark Baker, SEC Planning
Property Owner: Kasper Family Limited Partnership
Existing Use: Undeveloped Property
Existing Zoning: Unzoned- the property is currently working through the annexation
process.
Proposed Zoning: Planned Unit Development Overlay District (PUD) with a base district of
RS
Future Land Use: Low Density Residential
Overview of Applicant’s Request
The subject property is located in the southeast quadrant of the City, near the intersection of
Westinghouse Road and Rockride Lane. The Kasper PUD provides entitlements for a maximum
of 775 residential units and includes a mix of single family detached residential lot sizes. The
proposed PUD provides the flexibility to mix product types and sizes without defining multiple
zoning boundaries within the property. The RS areas within Kasper are planned to include a mix
of lot sizes including 40’, 50’ and 60’ lot widths.
This rezoning request is being processed concurrently with the following applications:
• A request for a Municipal Utility District (MUD)- reviewed and approved by the City
Council
• A request for annexation- reviewed and approved by City Council.
Site Information
Physical Characteristics:
The land is characterized by gently rolling terrain with grassland pastures. The only existing trees
occur around the homestead site and the existing pond located in the northwest corner of the
property.
Page 39 of 68
Planning Department Staff Report
Kasper Development – REZ-2016-001 Page 2 of 10
Surrounding Properties:
The subject property is located on the south eastern boundary of the city limits. The property owner
has reqeuested annexation into the City. The zoning request and the 2nd reading of the annexation
request will line up for review by the City Council at the same time. The surrounding zoning and
land uses are as follows:
Utilities:
Water is provided by Jonah Water, wastewater by the City of Georgetown, and electric by Oncor
Electric. As part of the MUD request a utility agreement will be reviewed by the City Council. The
utility agreement will outline the major wastewater infrastructure to be provided and the phasing
associated with the installment of the infrastructure.
Transportation:
The subject property has frontage on Westinghouse Road and Rockride Lane. The overall
transportation plan (OTP) identifies a minor arterial roadway dividing the subject tract into two
separate parts. The Unified Development Code (UDC) requires full dedication and construction of
thoroughfares adjacent and/or internal to a property. The applicant is seeking to reduce this
requirement (see below for further details). The overall connectivity, block structure, road
classification and design will be required to meet all UDC development standards.
Master Plan Guidance
2030 Comprehensive Plan:
This property is designated as Low Density Residential on the 2030 Plan-Future Land Use Map.
This category includes the city’s predominantly single-family neighborhoods that can be
accommodated at a density between 1.1 and 3 dwelling units per gross acre.
In order to stage contiguous, compact, and incremental growth of the city over the next two
decades, the 2030 Comprehensive Plan establishes a tiered growth framework. The subject
property is located in the Tier 2 Growth area. The Tier 2 lies outside the city limits, but within
the City’s Extraterritorial Jurisdiction (ETJ). This area likely will be needed to serve the city’s
growth needs over the next 10-20 years.
Location Zoning Future Land Use Existing Use
North Agriculture (AG) Mixed Use/ Employment
Center Undeveloped
South Outside of the city limits Low Density Residential Westinghouse Road
East Outside of the city limits Low Density Residential Rockride Lane
West Agriculture (AG) Medium Density Residential Undeveloped
Page 40 of 68
Planning Department Staff Report
Kasper Development – REZ-2016-001 Page 3 of 10
Zoning Districts
Residential Single-Family District (RS).
The Residential Single-family District (RS) is intended for areas of medium density with a
minimum lot size of 5,500 square feet. The RS District contains standards for development that
maintain single-family neighborhood characteristics. The District may be located within
proximity of neighborhood-friendly commercial and public services and protected from
incompatible uses.
Planned Unit Development District (PUD
A PUD is designed to be used in conjunction with a designated base zoning district. An
application for PUD zoning shall specify the base district(s) and the uses proposed. If no base
zoning exists, the base zoning shall be that zoning designation that is most similar to or
compatible with the uses proposed for the PUD. Any uses not permitted in the base district shall
be specifically identified. The standards and requirements of the specified base district shall
apply unless specifically superseded by the standards and requirements of the PUD Development
Plan.
Page 41 of 68
Planning Department Staff Report
Kasper Development – REZ-2016-001 Page 4 of 10
Staff Analysis
Below is a breakdown of the requested PUD.
Development
Standard
Code
Requirement
PUD Standard Staff Recommendation
Lot size Minimum lot
frontage of 45’
wide and
minimum 5,500
square feet in size
Minimum 40’ wide and 4,400
square feet in size.
The requested residential lot total
will not exceed 775 units. There
shall be a minimum of 25% of the
total units in each lot size (40s, 50s
and 60s) and a maximum of 50% of
the total units in any one lot size.
Staff supports the request to allow the
lot size mix requested by the applicant.
Masonry
Requirement
N/A (currently
there is not a
minimum
requirement for
masonry on single
family homes)
At least 85% of the exterior surface
area of all elevations visible from a
public street or open space/
parkland shall consist of brick,
stone or stucco.
At least 85% of the exterior surface
area of all elevations which are not
visible from a public street or open
space/ parkland shall consist of
brick, stone, stucco, or cement
based siding. No more than 50% of
any wall shall consist of cement
based siding
Staff supports of the proposed PUD
masonry standards.
Parking 2 per dwelling
unit
Every lot within Kasper shall
provide a minimum of 2 parking
spaces. The garage shall count as a
minimum of one parking space as
long as the garage is a minimum of
20 feet in depth, and has two spaces
if the garage is more than 400
square feet. The driveway shall
count as a minimum of one parking
space as long as the driveway is a
minimum of 20 feet deep,
measured from the right of way
line, so as to avoid an obstruction
to the sidewalk within the right of
way.
Staff supports the proposed PUD
parking standards.
Page 42 of 68
Planning Department Staff Report
Kasper Development – REZ-2016-001 Page 5 of 10
Driveways
Residential-
Local Street
On local streets,
no driveway is
permitted closer to
a corner than 50
feet
On local streets, no driveway is
permitted closer to a corner than
40’ for lots 50’ and narrower.
Staff is neutral on the request for
driveway spacing on for lots 50’ and
narrower. The request to decrease the
spacing appears to be driven by the
desire to allow smaller lots.
Residential-
Collector
Driveway access
to single-family or
two-family
dwelling units is
permitted when
spaced 125 feet
apart measured
from center to
center.
Driveway access to Single Family
dwelling units is permitted when
spaced 50 feet apart measured
center to center. Driveways shall
be allowed along Residential or
Major Collectors provided parking
is limited to one side and the traffic
speed limit along the Collector with
proposed driveways shall not
exceed 30 miles per hour.
Staff is not supportive of the current
request and is recommending an
alternative recommendation. Since the
last meeting staff has reviewed the
requested variance, variances from
this standard granted in the past, and
the overall intent of a residential
collector. A residential collector
serves as primary access between a
residential subdivision and the arterial
system. It distributes and/or collects
traffic from the local roads in the
residential neighborhood and channels
it into an arterial roadway. The
driveway spacing along residential
collector roadways has specifically
been spaced further apart to reduce the
number of traffic conflicts on a
roadway specifically designed to move
traffic into and out of neighborhoods.
Design alternatives that often allow
for smaller lots fronting on a
neighborhood collector roadway
include slip roads and alley loaded
products that take driveway access
from the alley.
Staff is recommending the following
language:
Up to 10 residential lots shall be
allowed to face onto a residential
collector street with a driveway
spacing of 60 feet measured from the
center of the driveway. All other
driveways must meet the minimum
spacing requirement outlined in the
UDC. No driveway access to single-
family or two-family dwelling units is
permitted on a major collector.
Page 43 of 68
Planning Department Staff Report
Kasper Development – REZ-2016-001 Page 6 of 10
On collector
streets, no
driveway is
permitted closer to
a corner than 125
feet
On collector streets no driveway is
permitted closer to a corner than 50
feet.
Staff is neutral on the request for
driveway spacing from a corner.
Impervious
Cover
45% of the whole
site
Impervious cover shall be
calculated over the entire Kasper
subdivision gross site area,
excluding the Kenney Fort Blvd.
right of way. Individual lots within
Kasper may contain up to 60%
impervious cover as long as the
entire subdivision remains at 50%
or less of the gross site area.
Staff is neutral on the request for
increased impervious cover.
Parkland/Trails/
Open Space
The acreage to be
contributed for
any residential
subdivision shall
be pro-rated in an
amount equal to
one acre for each
50 new dwelling
units projected to
occupy any
developing parcel.
Based on 775
units a minimum
land dedication of
15.5 acres is
required for this
subdivision.
The Kasper PUD illustrates
approximately 22.5 acres of public
parkland/open space; a mix of
greenbelts, open space, trail
corridors, parks and water quality
amenity lakes.
The Kasper community will include
a private amenity center within the
first phase and land dedication that
will be built as part of the second
phase of the project. The amenity
center will contain a resident’s only
swimming pool and pool building,
as well as open public recreation
facilities such as a public parking
lot, playground, trail access, and an
open play area.
Staff recommends support of the
established parkland/trails/ and open
space.
Roadway
Dedication and
Improvement
A traffic impact
analysis shall be
required with any
application for a
subdivision or plat
approval, Site
Plan approval,
PUD, or other
procedure for
which the
proposed
development
generates traffic in
excess of 2,000
A traffic impact analysis will be
delayed to the subdivision phase of
development. Right of way will be
reserved for a 115 foot, minor
arterial roadway corridor for the
extension of Kenney Fort Blvd.
through the project, as illustrated
on Exhibit C. Kenney Fort Blvd. is
a regional arterial that will provide
a major circulation route for the
eastern edges of Georgetown and
Round Rock. To assist the
municipalities and Williamson
County in implementing this
Staff is not supportive of the
language as proposed by the
applicant. A full TIA has not been
conducted on this project. The
applicant has requested a TIA be
postponed until the first phase of
subdivision platting. Staff is
recommending the following:
The applicant shall at a minimum
reserve 115 feet of ROW and
improve one-half of the ultimate
minor arterial roadway section
within the boundary of Kasper.
Page 44 of 68
Planning Department Staff Report
Kasper Development – REZ-2016-001 Page 7 of 10
average daily
trips. The property
owner shall
dedicate and
improve all
required rights-of-
way for internal
roadways and
adjacent
thoroughfares.
Adjacent
thoroughfares
include
thoroughfares
abutting the
proposed
subdivision,
whether located
within the
boundaries of the
subdivision or
within public
rights-of-way.
regional north/south roadway
corridor, the Kasper development
will dedicate the entire right of way
for the arterial to be completed as a
capital improvement project. The
Kasper development will construct
one half of the ultimate arterial
roadway section, or construct the
entire roadway as a Major
Collector, within the boundary of
Kasper. A Major Collector
classification would accommodate
all of the Kasper development
traffic, as well as serve a significant
amount of additional traffic that
could be generated by future
development in the immediate area.
The City shall coordinate with the
developer to determine which
construction option is desired
within the arterial roadway right of
way.
Additional improvements may be
required as a result of the City’s
review of a traffic impact analysis
for the subdivision including
contribution to construction of the
remaining one-half of the minor
arterial roadway section.
Evaluation of the Request:
Section 3.06 of the Unified Development Code (UDC) establishes the below zoning change
approval criteria, the Planning and Zoning Commission and City Council shall consider when
reviewing a request for a Planned Unit Development District (PUD). Staff’s evaluation of each
approval criteria is identified below in italics.
Rezoning Criteria
1. The application is complete and the information contained within the application is
sufficient and correct enough to allow adequate review and final action;
It appears that the PUD application is not consistent with the above criteria statement.
The PUD application is complete with the exception of the required traffic impact
analysis. Section 12.05 of the UDC requires any application for a subdivision or plat
approval, Site Plan approval, PUD, or other procedure for which the proposed
development generates traffic in excess of 2,000 average daily trips to prepare a Traffic
Impact Analysis. At full build out it is expected the development will generate an
estimated 7,416 trips per day.
2. The zoning change is consistent with the Comprehensive Plan;
It appears that the PUD application is both consistent and inconsistent with the above
criteria statement. The PUD application is generally consistent with the future land use
Page 45 of 68
Planning Department Staff Report
Kasper Development – REZ-2016-001 Page 8 of 10
component of the comprehensive master plan. The PUD application is inconsistent
with the overall transportation plan. The applicant has requested a reduced
construction requirement for the extension of the minor arterial roadway that
transverses through the subject property.
3. The zoning change promotes the health, safety or general welfare of the City and the safe
orderly, and healthful development of the City;
It appears the PUD application is neutral in meeting this criteria statement. The
proposed development is a greenfield subdivision that is located in a sector of the
community that is largely undeveloped. It does not appear the proposed development
promotes the incremental and orderly development of the community. However, it is
important to note that it does not appear that development will negatively affect the
health, safety, and general welfare of the community.
4. The zoning change is compatible with the present zoning and conforming uses of nearby
property and with the character of the neighborhood; and
It appears that the PUD application is neutral in meeting this criteria statement. The
subject property is located in a largely undeveloped area of the community. Single
family growth in the southeast quadrant of the city is increasing as wastewater
infrastructure is extended. The character of the surrounding properties remains rural.
To the north and west the subject properties are zoned Agriculture. To the south and
east the subject properties are located outside the city limits.
5. The property to be rezoned is suitable for uses permitted by the district that would be
applied by the proposed amendment.
It appears the PUD application is consistent with the above criteria statement. The
property to be rezoned appears to be suitable for a single family residential
development and is consistent with the future land use designation for the property.
PUD criteria.
1. A variety of housing types, employment opportunities, or commercial services to
achieve a balanced community;
The proposed PUD is inconsistent with the goal of providing a variety of housing types,
employment opportunities or commercial services. The proposed development is
exclusively a single family development with 3 single family lot sizes. Commercial
services have not been proposed as part of this PUD request.
2. An orderly and creative arrangement of all land uses with respect to each other and to
the entire community;
It appears that the proposed PUD is neutral with respect to meeting this criteria
statement. The proposed development is a conventional single family development. The
developer is proposing a maximum of 775 units and approximately 22 acres of open
Page 46 of 68
Planning Department Staff Report
Kasper Development – REZ-2016-001 Page 9 of 10
space. The arrangement of the subdivision appears to be laid out in a predictable
manner.
3. A planned and integrated comprehensive transportation system providing for a
separation of pedestrian and vehicular traffic, to include facilities such as roadways,
bicycle ways, and pedestrian walkways;
It appears that the proposed PUD is consistent with this criteria statement. 5,500 linear
feet of 8’ wide concrete sidewalk will be incorporated into a centralized open space
greenbelt and will connect parks and neighborhoods. Additionally, 4,200 linear feet of 8’
wide, concrete bike and walking sidewalk will be located along the south and west side of
Rockride Lane/Kenney Fort Blvd.
4. The provisions of cultural or recreational facilities for all segments of the community;
It appears the proposed PUD is consistent this criteria statement. The Kasper PUD
Concept Plan illustrates approximately 22.5 acres of public parkland/open space; a
mix of greenbelts, open space, trail corridors, parks and water quality amenity lakes.
Private and public open space has been provided for within the proposed subdivision.
5. The location of general building envelopes to take maximum advantage of the natural
and manmade environment; and
It appears that the proposed development is neutral with respect to meeting this criteria
statement. The applicant has chosen to proceed with a “bubble” concept plan. The
plan outlines 12 parcels or development areas, major roadways, and parkland. Exact
lot locations and building envelops have not been specified.
6. The staging of development in a manner which can be accommodated by the timely
provision of public utilities, facilities, and services.
It appears that the proposed development is neutral with respect to meeting this criteria
statement. A phasing plan has not been provided with this PUD application. A phasing
plan will be required as part of the preliminary plat stage of the subdivision process.
Staff Recommendation:
Staff has reviewed the request, provided comments to the applicant and has worked with the
applicant to prepare the PUD proposal for consideration. Due to the number of rezoning and PUD
approval criteria that staff has identified as neutral and inconsistent , five of 11 criteria statements
have been evaluated as neutral and 2 of 11 criteria statements have been evaluated as inconsistent,
staff does not believe a full staff recommendation of approval is appropriate. However, it is
important to recognize the improvements in residential material standards and parkland dedication
that are gained from this application. Should the commission recommend approval of the request
staff is recommending the following conditions be added:
• The applicant shall at a minimum reserve 115 feet of ROW and improve one-half of the
ultimate minor arterial roadway section within the boundary of Kasper. Additional
Page 47 of 68
Planning Department Staff Report
Kasper Development – REZ-2016-001 Page 10 of 10
improvements may be required as a result of the City’s review of a traffic impact analysis
for the subdivision including contribution to construction of the remaining one-half of the
minor arterial roadway section.
• Driveway spacing requirements along residential collector roadways shall be limited to
the following:
Up to 10 residential lots shall be allowed to face onto a residential collector street with a driveway
spacing of 60 feet measured from the center of the driveway. All other driveways must meet the
minimum spacing requirement outlined in the UDC. No driveway access to single-family or two-
family dwelling units is permitted.
Public Comments
Two speakers spoke in opposition to the request during the public hearing held on 2/2/16.
Meetings Schedule
February 2nd – Planning and Zoning Commission- presentation and public hearing
February 16th – Planning and Zoning Commission- presentation and recommendation to City Council
February 23rd – City Council 1st Reading (pending)
March 8th – City Council 2nd Reading (pending)
Attachments
Exhibit 1 – Location Map
Exhibit 2 – Future Land Use Map
Exhibit 3 – Zoning Map
Exhibit 4 – Aerial Map
Page 48 of 68
KASPER
City of Georgetown, Texas
PUD Planned Unit Development
December 30, 2015
Revised January 27, 2016
Revised February 10, 2016
Applicant: Sentinel Land Company, LLC
4910 Campus Drive
Newport Beach, CA
Prepared by: SEC Planning
4201 W. Parmer Lane
Building A, Suite 220
Austin, Tx 78727
Page 49 of 68
Kasper - Planned Unit Development Page 2 of 16
Exhibit A
Kasper Planned Unit Development
A. Purpose and Intent
The Kasper PUD is composed of 207.147 acres, as described in Exhibit B (Field
Notes). The development of this property is planned as a high quality, residential
community with multiple residential opportunities in a variety of lot sizes and
configurations.
The contents of this PUD further explain and illustrate the overall appearance and
function desired for this community. A Concept Plan has been attached to this PUD,
Exhibit C, to illustrate the design intent for the property. The Concept Plan is intended
to serve as a guide to illustrate the general community vision and design concepts and is
not intended to serve as a final document. .
B. Applicability and Base Zoning
All aspects regarding the development of this PUD shall comply with the version of the
Georgetown Unified Development Code (UDC) in effect at the date of PUD approval,
except as established in this PUD exhibit, titled Exhibit A.
For the purpose of complying with the UDC requirement of selecting a base zoning
district, the following base district has been selected for the residential areas:
RS – Residential Single Family
This PUD allows the definition of final lot boundaries during the platting process. All
neighborhoods within the PUD will comply with the modified development standards
of this PUD. In the case that this PUD does not address a specific City requirement, the
Georgetown Unified Development Code shall apply. In the event of a conflict between
this PUD and the base zoning district, this PUD shall control.
C. Concept Plan
Exhibit C attached is a conceptual development plan intended to visually convey the
design intent for the Kasper community. The design of the community is not final, and
is subject to refinement during the platting and site planning stages. This PUD zoning
document does not constitute plat or site plan approval of the attached plan.
The residential component of the project is comprised of a mix of various single family
detached products. Additionally, Kasper will include a cohesive network of open
spaces, including parks, greenbelts, water quality areas, trails, and a resident’s amenity
center.
Commented [SN1]: Since a lot layout is no longer included I do
not think the concept plan depicts the mix as indicated in this
statement.
Commented [MB2R1]: Okay
Page 50 of 68
Kasper - Planned Unit Development Page 3 of 16
D. Allowable / Prohibited Uses
The following uses within the Kasper PUD shall comply with the list of allowed and
prohibited uses defined in the Georgetown UDC Chapter 5 Zoning Use Regulations.
E. Lot Design Standards
Residential Areas:
Kasper will include a variety of detached residential product types and sizes. The
residential areas shall be developed according to the following regulations:
50’and wider lot width – Develop under Georgetown UDC regulations for RS
Zero Lot line – Develop under Georgetown UDC regulations for RS, Section
C.3
Lots smaller than 50’ in width will develop under regulations included in this
PUD.
The following unit count parameters and design standards have been established:
Maximum Residential Units
The requested residential total will not exceed 775 units.
There shall be a minimum of 25% of the total units in each lot size (40s, 50s and
60s) and a maximum of 50% of the total units in any one lot size. The
preliminary plat and any subsequent amendments to the plat shall contain a lot
mix table outlining the percentage of each lot size.
Masonry Requirements:
At least 85% of the exterior surface area of all elevations visible from a public
street or open space/ parkland shall consist of brick, stone or stucco.
At least 85% of the exterior surface area of all elevations which are not visible
from a public street or open space/ parkland shall consist of brick, stone, stucco,
or cement based siding. No more than 50% of any wall shall consist of cement
based siding.
Parking Requirement
Every lot within Kasper shall provide a minimum of 2 parking spaces. The
garage shall count as a minimum of one parking space as long as the garage is a
minimum of 20 feet in depth, and as two spaces if the garage is more than 400
square feet. The driveway shall count as a minimum of one parking space as long
as the driveway is a minimum of 20 feet deep, measured from the right of way
line, so as to avoid an obstruction to the sidewalk within the right of way.
Driveways
Commented [SN3]: Will these minimums and maximums be
per subdivision plat? If not, do you have any suggestions on how
this will be tracked.
Commented [MB4R3]: See note about table required on
preliminary plan
Commented [SN5R3]: Noted. Thank you.
Commented [SN6]: Include the corner lot driveway diagrams
that you included in the Woodhul PUD.
Commented [MB7R6]: Okay. See diagram below.
Commented [SN8R6]: Noted. Thank you.
Page 51 of 68
Kasper - Planned Unit Development Page 4 of 16
For detached residential lots, Georgetown UDC Section 12.03.010.c.3 shall be
modified as follows: On local streets, no driveway is permitted closer to a corner
than 40’ for lots 50’ and narrower. Measurement shall be taken from the edge of
street pavement to the center of the driveway.
Georgetown UDC Section 12.03.010.D.5 shall be modified as follows: Up to 10
residential lots shall be allowed to face onto a residential collector street with a
driveway spacing of 60 feet measured from the center of the driveway. All other
driveways must meet the minimum spacing requirement outlined in the UDC.
Driveway access to Single Family or Two Family dwelling units is permitted
when spaced 50 feet apart measured center to center. Driveways shall be allowed
along Residential or Major Collectors as permitted in the UDC. provided parking
is limited to one side and the traffic speed limit along the Collector with proposed
driveways shall not exceed 30 miles per hour.
Georgetown UDC Section 12.03.010.D.6 shall be modified as follows: On
collector streets no driveway is permitted closer to a corner than 50 feet.
Commented [SN9]: This requirement is more directly in line
with the requirements of the Woodhul PUD.
Commented [MB10R9]: We would like to maintain the
language as presented to P&Z. There were not objections to our
request or justification from the Commission. If the Commission
wanted a limitation to the number of units, we would request more
than 10, as the Saddlecreek PUD requirement was specific and
unique to that layout.
Page 52 of 68
Kasper - Planned Unit Development Page 5 of 16
The Kasper development will comply with the Development Standards set forth in Table E.1
Table E.1 – Development Standards
RESIDENTIAL USES Base District
RS
DETACHED
50’ and wider lots See Base District
RS DETACHED
Narrower than 50 ft. lot no alley
Impervious Cover
50%***
50%
Lot Width
(minimum)
50 ft. 40 ft.
Front Setback
(minimum)
20 ft./ 15 ft* 20 ft.
Side Setback
(minimum)
0/5 ft.** 0/5 ft.**
Corner Setback
(minimum)
15 ft. 10 ft.
Rear Setback
(minimum)
10 ft. 10 ft.
Building Height
(maximum)
35 ft. 35 ft
Lot Area
(minimum)
5,500 s.f. 4,400 s.f.
*Lots with side entry garage may reduce the front setback to 15’.
** Setbacks shall be measured from the outside of the brick. Eaves and
overhangs are permitted to encroach within the setbacks a maximum of 18
inches per Section 6.05.020 C7. Zero lot line product is allowed when it
follows Section 6.03.050 C3 standards.
***Impervious cover shall be calculated over the entire Kasper subdivision
gross site area, excluding the Kenney Fort Blvd. right of way. Individual lots
within Kasper may contain up to 60% impervious cover as long as the entire
subdivision remains at 50% or less of the gross site area. Tabulation of the
impervious cover shall be noted and calculated during the platting stage and
included on the plat for each neighborhood.
Page 53 of 68
Kasper - Planned Unit Development Page 6 of 16
F. Parkland/Trails/Open Space
Open space within Kasper will create a network of trails and parkland that creates
distinct neighborhoods and provides pedestrian walkways throughout the community.
Per UDC Section 13.05.010, B, Formula for Calculating Area of Parkland, the acreage
contributed for parkland shall be pro-rated in an amount equal to one acre for each 50
new detached single family dwelling units. As illustrated on Exhibit D, Open Space
Summary, the Kasper PUD Concept Plan illustrates approximately 22.5 acres of public
parkland/open space; a mix of greenbelts, open space, trail corridors, parks and water
quality amenity lakes. The aforementioned open space shall fully satisfy the park land
requirement for Kasper.
Phase One of the development shall include the land area for a private amenity center
as well as a minimum of five acres of parkland. The remaining parkland dedication will
correspond with the adjacent subdivision construction phases.
The Kasper community will include a private amenity center within the first phase land
dedication that will be built as part of the second phase of the project. The amenity
center will contain a resident’s only swimming pool and pool building, as well as open
public recreation facilities such as a public parking lot, playground, trail access, and an
open play area.
Each lot within Kasper will require a $250 parkland fee per the City of Georgetown fee
schedule. The Parks and Recreation Director may allow for parkland improvement
expenses within Kasper shall be allowed as credit toward the parkland fee requirement.
Elements that can be used as credit shall include but not be limited to:
Playgrounds
Parking lots to serve parkland
8’ hike and bike sidewalks
Open recreation fields
Public picnic pavilions
Park site furnishings
Turf and irrigation associated with play fields
Amenity ponds and fountains
Public restroom facility
Pedestrian circulation will be a vital component of the Kasper community. The
following summary describes the location and approximate linear footage of sidewalk
proposed within Kasper:
5,500 linear feet of 8’ wide sidewalk will be incorporated into a centralized
open space greenbelt and will connect parks and neighborhoods. The sidewalk
shall be constructed of concrete.
Commented [SN11]: This was not discussed with Parks
Director. Are these improvements to be in addition to the 8’ concrete
trails? Who will the payment go to?
Commented [MB12R11]: I called Kimberly to discuss and we
agreed to remove the fee language from the PUD. I misunderstood
the fee requirement and thought that a per lot fee was required in
addition to the land.
Commented [SN13R11]: Noted thank you
Page 54 of 68
Kasper - Planned Unit Development Page 7 of 16
4,200 linear feet of 8’ wide, concrete bike and walking sidewalk will be located
along the south and west side of Rockride Lane/Kenney Fort Blvd.
Water quality ponds may be located along the greenbelt of Kasper and will be designed
as an amenity feature that enhances the adjoining residential neighborhoods.
All facilities utilized as credit toward parkland requirements shall be open to the public
and shall be privately maintained by the Kasper MUD and/or homeowner’s association.
G. Roadway Design
The Kasper vehicular circulation pattern provides access to all parts of the project from
Rockride Lane, Future Kenney Fort Blvd. extension, and Westinghouse Road. See
Exhibit C for roadway circulation and right of way classification. Roadway design
standards shall be governed by the Georgetown UDC, Section 12.03, Streets unless
modified within this PUD.
The primary community entry will be from Rockride Lane at the southeastern area of
Kasper, as illustrated on Exhibit C. The primary roadway will serve as the entrance for
the residential areas of the community. The roadway may be median divided for a
segment of the entry experience from Rockride to the amenity center park area and
transition to a 65’ Residential Collector or 73’ Major Collector right of way with 30’ of
pavement, dependent on the TIA findings for right of way classification. Where the
roadway is median divided, a minimum of 20’ of pavement will be maintained on the
inbound and outbound portions of the roadway. Other than as provided herein, the
remainder of this roadway shall be designed to meet the UDC requirements for a
residential collector.
Right of way will be reserved for a 135 foot, arterial roadway corridor for the extension
of Kenney Fort Blvd. through the project, as illustrated on Exhibit C. Kenney Fort
Blvd. is a regional arterial that will provide a major circulation route for the eastern
edges of Georgetown and Round Rock. To assist the municipalities and Williamson
County in implementing this regional north/south roadway corridor, the Kasper
development will dedicate the entire right of way for the arterial to be completed as a
capital improvement project. The Kasper development will construct one half of the
ultimate arterial roadway section, or construct the entire roadway as a Major Collector,
within the boundary of Kasper. A Major Collector classification would accommodate
all of the Kasper development traffic, as well as serve a significant amount of additional
traffic that could be generated by future development in the immediate area. The City
shall coordinate with the developer to determine which construction option is desired
within the arterial roadway right of way.
Dedication and improvement of Rockride Lane, the portion of the roadway bordering
the subject property, shall be determined at the time a traffic impact analysis is
completed.
Internal local streets within Kasper shall utilize a 50’ right of way with 28’ of pavement
measured from back of curb to back of curb. On street parking shall be restricted to one
Commented [SN14]: Remove from the PUD requirements for
Kenny Fort will be covered in the MUD.
Commented [MB15R14]: We would like to maintain this
language in the PUD, as presented to P&Z. In previous projects,
staff has had some issues referring to consent agreements when
reviewing subdivision plans, so we believe it would be best to keep
the requirements outlined in the PUD.
Commented [SN16R14]: Staff recommends the following
wording:
A minimum reserve of 115 feet of ROW and improvement of one-half
of the ultimate minor arterial roadway section within the boundary
of Kasper shall be requiremend. Additional improvements may be
required as a result of the City’s review of a traffic impact analysis
for the subdivision including contribution to construction of the
remaining one-half of the minor arterial roadway section.
Page 55 of 68
Kasper - Planned Unit Development Page 8 of 16
side of the street. A sign will be placed at entries into residential neighborhoods stating
that parking is restricted to one (1) side of the street. The final sign language is to be
determined and agreed to by the City and Applicant prior to installation.
Roadway Landscaping:
Along the extension of the Kenney Fort Boulevard arterial, landscaping shall be
provided between the back of the lots and the right way in the following quantities:
A minimum of 5’ of landscape area will be provided between the right of way
and the back of lots, with an average width of 10’
2 shade trees, minimum of 3 inch caliper and 5 five gallon shrubs for every
1,000 square feet of landscape area located between the right of way and the
back of lots
Landscape in Right of Way:
The Kasper PUD shall allow the planting of trees and vegetation within internal
medians and public right-of-ways. The Developer or Homeowners Association is
responsible for landscape maintenance and irrigation within the landscape lots and right
of way. Landscape within the right of way shall require a license agreement with the
City. Tree species, spacing and irrigation requirements shall be approved by the City
Arborist.
If a median is planned within the ultimate build out section of the Kenney Fort Blvd.
arterial, the City shall be responsible for landscaping, irrigation and maintenance within
the median.
H. Signage
Exhibit E illustrates the location of signage within the Kasper community.
Subdivision Entry Signs (see Exhibit F)
Primary subdivision entry monument signs shall be located along Rockride Lane and
the future extension of Kenney Fort Blvd., as illustrated on Exhibit E. A conceptual
design for the freestanding monument signs is illustrated on Exhibit F. The sign scale
and dimensions shall not exceed the dimensions illustrated on Exhibit F. Exhibit F
shall replace the size restrictions described in Chapter 10 of the Unified Development
Code. The signs shall be located a minimum of 20’ from the right of way of Rockride
Lane, Kenney Fort Blvd. and Westinghouse Road.
A minimum of 1,000 s.f. of landscape plant bed shall be provided around each
Subdivision Entry Sign. Plant material should be of a native and/or adapted species.
Plants should be selected from the booklet titled, Native and Adapted Landscape
Plants, an earthwise guide for Central Texas, 5th Edition, 2013, created by the Texas
Commented [SN17]: This is not different from what is allowed.
Please remove.
Commented [MB18R17]: We want to maintain this language
in the PUD to preserve a consistent roadway treatment over the life
of the project. In the event the City revises the UDC road
classifications in the future, we think it is prudent to keep this
language in the PUD.
Commented [SN19R17]: I understand.
Commented [MB20]: We are requesting to maintain the Kenney
Fort Blvd. language in the PUD and thus would like to maintain this
provision as well.
Commented [SN21R20]: In lieu of establishing specific
requriements and assignments at this time staff requests
improvements be deterimend upon review of the traffic impact
analysis.
Page 56 of 68
Kasper - Planned Unit Development Page 9 of 16
Cooperative Extension, Grow Green and the Ladybird Johnson National Wildflower
Center.
Residential Neighborhood Monument Signs
Neighborhood signs may be located throughout the community as noted on Exhibit E
and illustrated on Exhibit F. The residential neighborhood signs shall not exceed the
dimensions illustrated on Exhibit F for Neighborhood Entry Monuments.
A minimum of 300 s.f. of landscape plant bed shall be provided around each
Residential Neighborhood Monument Sign. Plant material should be of a native and/or
adapted species. Plants should be selected from the booklet titled, Native and Adapted
Landscape Plants, an earthwise guide for Central Texas, 5th Edition, 2013, created by
the Texas Cooperative Extension, Grow Green and the Ladybird Johnson National
Wildflower Center.
I. Fencing and Walls
A masonry residential boundary wall shall be constructed in conformance with the
UDC. will be provided along the rear of all lots that back onto an unloaded collector or
higher level roadway. The masonry wall shall consist of brick, stone or pre cast
concrete fencing.
All lots within Kasper which back onto open space or greenbelts shall be required to
utilize a wrought iron view fence.
J. Miscellaneous Provisions
Amendments: Amendments to this PUD shall follow the amendment process outlined
in the UDC
Exhibits. All exhibits described herein and attached hereto are fully incorporated into
this Agreement by this reference for all purposes.
Commented [MB22]: We would like to maintain the language
that lots backing up to unloaded collector roads will have masonry
walls. If the UDC is amended in the future, we do not want an
unforeseen requirement for walls on the boundary of the project.
Can you expand upon your definition of a residential boundary wall?
Commented [SN23R22]: Noted. Sec. 8.07.060 of the UDC
establishes requriemetns.
Page 57 of 68
Kasper - Planned Unit Development Page 10 of 16
Exhibit B
Field Notes
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Exhibit C
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Exhibit D
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Exhibit E
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Exhibit F
Conceptual Entry Monument Signs
Page 64 of 68
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Exhibit #2REZ-2016-001
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1460
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