HomeMy WebLinkAboutAgenda_P&Z_09.19.2017Notice of Meeting for the
Planning and Zoning Commission
of the City of Georgetown
September 19, 2017 at 6:00 PM
at Council Chambers, 101 East 7th Street, Georgetown, TX 78626
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cons id ers that item.
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http://go vernment.georgetown.o rg/category/b o ard s -commissions /.
A As of th e d ea d lin e, n o p ersons were sign ed up to sp ea k on items other than those p osted on the a g enda.
Consent Agenda
The Statutory Cons ent Agenda inc ludes non-c o ntro versial and ro utine items that may be acted up o n with one
s ingle vo te. An item may b e pulled from the Cons ent Agenda in o rd er that it b e dis c us sed and acted up o n
individ ually as part of the Regular Agenda.
B Co nsideration of the Minutes from the Septemb er 5, 2017 meeting. Karen Fros t, Rec o rd ing Secretary
C Co nsideration and possible actio n o n an Amended Preliminary Plat fo r Shadow Canyon, lo cated o n
SH 29 (PP -2016-001) Nathan Jo nes-Meyer, Planner and Sofia Nelson, P lanning Directo r
Legislativ e Regular Agenda
D Co nsideration and possible actio n o n an Preliminary Plat fo r the Estraya Subdivision, loc ated along
N.E. Inner Loop (PP -2017-004) Nathan Jones -Meyer, Planner and Sofia Nels o n, P lanning Directo r
E Co nsideration and possible actio n o n a Subdivision Variance for the Estraya Subdivision, lo cated
along N.E. Inner Lo o p (WAV-2017-001) Nathan Jo nes-Meyer, Planner and Sofia Nelson, Planning
Directo r
F Up d ates:
The next meeting o f the Planning & Zo ning Commission will be on Tues day, Oc tober 3, 2017.
Page 1 of 31
Adjournment
CERTIFICATE OF POSTING
I, Shelley No wling, C ity S ecretary fo r the C ity of Geo rgeto wn, Texas , d o hereby c ertify that this Notice of
Meeting was p o s ted at City Hall, 113 E. 8th Street, a p lace read ily acc es s ible to the general p ublic at all times ,
on the ______ d ay o f __________________, 2017, at __________, and remained so p o s ted fo r at leas t 72
c o ntinuo us ho urs p receding the sc heduled time o f s aid meeting.
____________________________________
S helley No wling, City Sec retary
Page 2 of 31
City of Georgetown, Texas
Planning and Zoning
September 19, 2017
SUBJECT:
Cons id eration o f the Minutes fro m the September 5, 2017 meeting. Karen F ro s t, R ecording Sec retary
ITEM SUMMARY:
FINANCIAL IMPACT:
NA
SUBMITTED BY:
Karen Fro s t, Rec o rd ing S ecretary
ATTACHMENTS:
Description Type
Minutes _P&Z_09.05.2017 Backup Material
Page 3 of 31
Planning & Zoning Commission Minutes Page 1 of 4
September 5, 2017
City of Georgetown, Texas
Planning and Zoning Commission Meeting
Minutes
Tuesday September 5, 2017 at 6:00 p.m.
Council and Courts Building, located at 101 E 7th Street Georgetown, TX 78626
Commissioners present: Josh Schroeder, Chair; Kevin Pitts, Vice-Chair; Aaron Albright, Alternate Tim
Bargainer; Ercel Brashear; Alex Fuller, Secretary; John Marler; Travis Perthuis, Alternate; and Andy
Webb.
Absent: none
Staff Present: Sofia Nelson, Planning Director; Chris Yanez, Assistant Planning Director; Michaela
Dollar, Economic Development Director; Andreina Davila-Quintero, Current Planning Manager; Nat
Waggoner, Long Range Planning Manager; Nathan Jones, Planner; Juan Enriquez, Planner; and Karen
Frost, Recording Secretary.
A. Chair Schroeder called the meeting to order at 6:00 p.m. Bargainer led the pledge of allegiance.
Chair Schroeder stated the order of the meeting and that those who speak must turn in a speaker form
to the recording secretary before the item that they wish to address begins. Each speaker is permitted
to address the Commission once for each item, for a maximum of three (3) minutes, unless otherwise
agreed to before the meeting begins.
• As of the deadline for this agenda, 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.
B. Consideration of the Minutes from the August 15, 2017 P&Z meeting. Karen Frost, Recording
Secretary
C. Consideration and possible action on an Preliminary Plat for the Stillwater subdivision, located on
NE Inner Loop (PP-2017-002) Nathan Jones-Meyer, Planner and Sofia Nelson, Planning Director
D. Consideration and possible action on a Preliminary Plat for The Retreat, located on East 7th Street
(PP-2016-016) Chelsea Irby, Planner and Sofia Nelson, Planning Director
E. Consideration and possible action on a Preliminary Plat for Wolf Ranch West Section 2, located on
Wolf Road. (PP-2017-001) Chelsea Irby, Planner and Sofia Nelson, Planning Director
Chair Schroeder recused himself from the consent agenda items and item F, for conflict of interest. Vice-Chair
Pitts conducted the following items and alternate Aaron Albright joined the dais.
Motion by Brashear, second by Fuller to approve the consent agenda items with the minutes
amended to reflect that Josh Schroeder was not in attendance at the August 15th meeting.
Approved 7 – 0.
Page 4 of 31
Planning & Zoning Commission Minutes Page 2 of 4
September 5, 2017
Legislative Regular Agenda
F. Public Hearing and possible action on a request for a Special Use Permit (SUP) to allow an
automotive sales facility at 2030 South Austin Avenue and within the General Commercial (C-3)
District for a requested maximum time limit of three (3) years, to be known as Alan's Auto Sales.
(SUP-2017-006) Juan Enriquez, Planner
Enriquez presented the application. The application had currently been seen by the Commission
and Council, but Council gave them a waiver to come back through the process to allow the
applicant to request the SUP with a three year term limit. Staff recommends denial based on the
use being inconsistent with the Future Land Use Plan.
Pitts opened the Public Hearing and with no one coming forth, closed the hearing.
Motion by Marler to recommend to Council approval of the SUP with the conditions of the three
year limit of the Permit. Second by Fuller.
The Commission discussed the issue and agreed that the Comprehensive Plan needs to be updated
to address the issues of what is being developed in certain areas. Brashear suggested that a
Comprehensive Plan Amendment would have been more appropriate for this application.
Motion by Brashear to amend the original motion to withdraw the three year term limit. Second by
Marler. After further discussion, this motion was withdrawn.
Original motion was voted on and approved, 7 – 0. Marler asked to speak for the commission at
the Council Meeting to explain their discussion and vote.
G. Public Hearing and possible action on a request to Rezone approximately 4.40 acres in the Fish
Survey located at 4819 Williams Drive from the Neighborhood Commercial (CN) District, to Local
Commercial (C-1) District. (REZ-2017-013 – 4819 Williams Drive) Chelsea Irby, Planner and Sofia
Nelson, Planning Director.
This item was pulled after posting at the request of the applicant.
Schroeder took the chair back and Albright went back to the audience.
H. Public Hearing and possible action on a request to Rezone approximately 5 acres in the William
Roberts Survey, located near the intersection of Shell Road and SH-195, from the Agriculture (AG)
District to the Regional Commercial (C-3) District. (REZ-2017-014, Georgetown Gun Range) Nathan
Jones-Meyer, Planner
Jones presented the staff report. Staff recommends approval of the rezoning. Brashear questioned
the proximity to the new subdivision Hidden Oaks at Berry Creek. Jones explained this will be an
indoor range and noise should not be a factor. He also explained that the commission will also be
reviewing an SUP for this use, but that it is in line with the comprehensive plan.
Chair Schroeder opened the Public Hearing and with no speakers coming forth, close the hearing.
Motion by Pitts, second by Bargainer to recommend to Council the rezoning for this application.
Approved 7 – 0.
Page 5 of 31
Planning & Zoning Commission Minutes Page 3 of 4
September 5, 2017
I. Public Hearing and possible action on a request to rezone 0.17 acre site, located at 309 S. Main St.,
from the Residential (RS) Single Family District in the Downtown Overlay to the Mixed Use
Development - Downtown (MU-DT) District in the Downtown Overlay - Nat Waggoner, Long
Range Planning Manager
Waggoner presented the staff report. Staff recommends approval. Fuller and others questioned the
transition area that is listed in the Downtown Master Plan and discussed the long term growth
plan. They suggested that the Downtown Master Plan be reviewed immediately after the
comprehensive plan is reviewed. There was concern that changing the zoning for this property
would put a use next to single-family residential uses that is not appropriate.
Chair Schroeder opened the Public Hearing and with no speakers coming forth, close the hearing.
Motion by Pitts, second by Marler to recommend to Council approval of the rezoning
application for 309 S. Main Street. Approved 7 – 0.
J. Public Hearing and possible action on a proposed amendment to the Unified Development Code
(UDC) Sec.7.03.020 - Non-Residential Lot and Dimensional Standards to amend the maximum
height permitted in C-3 zoning from 45' to 60', Sofia Nelson, CNU-A, Planning Director
Nelson presented the proposed changes and explained the reasoning and recommendation from
the UDC Advisory Committee.
Chair Schroeder opened the Public Hearing and with no speakers coming forth, close the hearing.
Motion by Brashear, second by Bargainer to recommend to Council the proposed amendment to
the UDC as written. Approved 7 – 0.
K. Public Hearing and possible action on the proposed amendments to Unified Development Code
(UDC) Sec.5.04.010 - Commercial Uses Allowed by District and Sec.5.04.020 -Commercial Use
Limitations to amend standards for fuel stations.-- Sofia Nelson, Planning Director
Nelson presented the proposed changes and explained the reasoning and recommendation from
the UDC Advisory Committee. It was recommended to Nelson that the language requiring the 100
feet separation of the pumps from the residential properties be clarified before publication.
Chair Schroeder opened the Public Hearing and with no speakers coming forth, close the hearing.
Motion by Bargainer, second by Marler to recommend to Council the proposed amendment to
the UDC. Approved 7 – 0.
L. Update on Planning Department work and staffing.
• Nelson reported that a new Housing Coordinator, Susan Watkins had been hired and she
would be visiting the commission soon.
• The Department has been looking at Performance Measures and identifying not only numbers
of applications received by the department, but how long certain reviews would take. Those
numbers will eventually be added to the city’s web site so that developers can predict how long
a review will take in Georgetown. Nelson also reported that the Department has been hitting
all-time highs in the number of monthly applications and resubmittals that are being submitted.
• Reminder of the next Planning and Zoning Commission meeting on September 19, 2017 at
Page 6 of 31
Planning & Zoning Commission Minutes Page 4 of 4
September 5, 2017
Council Chambers located at 101 East 7th Street, starting at 6:00 pm.
Motion to adjourn by Fuller, second by Marler at 7:06 p.m.
____________________________________ ____________________________________
Josh Schroeder, Chair Attest, Tim Bargainer
Page 7 of 31
City of Georgetown, Texas
Planning and Zoning
September 19, 2017
SUBJECT:
Cons id eration and p o s s ib le ac tion on an Amended Preliminary Plat fo r Shadow Canyon, loc ated o n
SH 29 (PP-2016-001) Nathan Jones -Meyer, P lanner and S o fia Nels o n, Planning Direc tor
ITEM SUMMARY:
Background:
The s ubjec t s ite was annexed in 2003 (Ord . 2003-84) and the original p reliminary p lat was ap p ro ved in
2004. The s ite was rezoned from the Res id ential Single-F amily (RS) district to the P lanned Unit
Develo p ment (PUD) d is tric t in 2016 (Ord. 2016-46).
Public Comment:
To d ate, no written pub lic comments have been received .
Staff Recommendation:
Staff rec o mmend s approval of the Amend ed Preliminary Plat.
FINANCIAL IMPACT:
None studied at this time.
SUBMITTED BY:
Nathan Jo nes-Meyer, Planner and Sofia Nels o n, C NU-A, P lanning Director
ATTACHMENTS:
Description Type
Staff Report - Shadow Canyon Amended Preliminary Plat Cover Memo
Attachment 1 - Location Map Backup Material
Attachment 2 - Preliminary Plat Backup Material
Page 8 of 31
Georgetown Planning Department Staff Report
Shadow Canyon – Amended Preliminary Plat Page 1 of 2
Report Date: September 15, 2017
File No: PP-2016-001
Project Planner: Nathan Jones-Meyer, Planner
Item Details
Project Name: Amended Plat of Shadow Canyon
Project Address: 2675 W. SH 29, Georgetown,
TX 78628
Total Acreage: 307.9 acres
Legal Description: 307.9 acres in the Donagan and
Thompson Surveys
Applicant: Scott Maham, P.E.
Property Owner: Joe Straub
Plat Summary
Proposed Single-Family Lots: 600
Proposed Open Space Lots: 25
Proposed Water Quality Lots: 4
Proposed Amenity Lots: 1
Proposed Parkland Lots: 2
Total Number of Lots: 632
Site Information
Location:
The subject site is located along E SH 29 at the eastern border of the city limits.
Physical Characteristics:
The subject site is approximately 307.9 acre along SH-29. It is proposed to be developed as a
single-family residential subdivision consisting of 600 residential lots that vary in acreage.
Background
The subject site was annexed in 2003 (Ord. 2003-84) and has a Future Land Use designation of
Moderate Density Residential and Open Space. The original preliminary plat was approved in
2004. Since that time, the developer has worked with the City to pursue various zoning and
utility financing options, including a Planned Unit Development (PUD) and a Municipal
Page 9 of 31
Planning Department Staff Report
Shadow Canyon – Amended Preliminary Plat Page 2 of 2
Utility District (MUD). The site was officially rezoned from the Residential Single-Family (RS)
district to the PUD district in 2016 (Ord. 2016-46).
If approved, the site will be developed according to the proposed phasing plan (seven phases).
Public street frontage will be platted first with River Terrace Drive and Whisper Creek Drive
providing access to phases further from SH -29 and closer to the San Gabriel River. Any changes
to the phasing plan will require approval by the Planning and Zoning Commission for each
corresponding final plat.
Utilities
Water and wastewater service will be provided by the City of Georgetown. Pedernales Electric
Coop will provide electric service. It is anticipated that there is adequate water capacity at this
time to serve this property either by existing capacity or developer participation in upgrades
to infrastructure.
Transportation
The proposed subdivision will take access from SH 29 via River Terrace Drive and Whisper
Creek Drive in Phase 1. A TIA has not been completed for this subdivision.
Parkland Dedication
Parkland dedication requirements are being met by dedication of Block B, Lot 53 (6.03 acres),
and Block P, Lot 2 (15.95 acres).
Staff Analysis
The proposed Amended Preliminary Plat meets the requirements of the UDC and the PUD,
and is presented for approval.
Attachments
Attachment 1 – Location Map
Attachment 2 – Amended Preliminary Plat
Page 10 of 31
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Page 17 of 31
City of Georgetown, Texas
Planning and Zoning
September 19, 2017
SUBJECT:
Cons id eration and p o s s ib le ac tion on an Preliminary Plat for the Estraya Subdivision, lo cated along
N.E. Inner Lo o p (P P-2017-004) Nathan Jones -Meyer, P lanner and So fia Nels on, Planning Direc tor
ITEM SUMMARY:
Background:
The 39.804 ac re s ite was annexed into the City in 1998 (Ord . 98-50). The s ite was rezo ned as part of a
larger d evelop ment in 2017 (Ord . 2017-06) to a P lanned Unit Development (P UD). T he s ubjec t s ite is a
p ro p o s ed preliminary plat for the multi-family lo t that was ap p ro ved in the PUD c oncept plan.
Public Comment:
To d ate, no written pub lic comments have been received .
Staff Recommendation:
Staff rec o mmend s approval of the Preliminary Plat.
FINANCIAL IMPACT:
None studied at this time.
SUBMITTED BY:
Nathan Jo nes-Meyer, Planner and Sofia Nels o n, C NU-A, P lanning Director
ATTACHMENTS:
Description Type
Staff Report - Es traya Subdivis ion Cover Memo
Attachment 1 - Location Map Backup Material
Attachment 2 - Preliminary Plat Backup Material
Page 18 of 31
Georgetown Planning Department Staff Report
Estraya Subdivision – Preliminary Plat and Subdivision Waiver Page 1 of 3
Report Date: September 15, 2017
File No: WAV-2017-001 and PP-2017-004
Project Planner: Nathan Jones-Meyer, Planner
Item Details
Project Name: Estraya Subdivision
Project Address: 551 N.E. Inner Loop
Total Acreage: 39.804 acres
Legal Description: 39.804 acres in the
William Addison Survey
Applicant: Harrison Hudson, P.E.
Property Owner: Harry Scott, Jr.
Gtown 120 Holdings, LP
Request Summary
The applicant has applied for a preliminary plat for a three-lot subdivision. The proposed
subdivision will consist of one multi-family lot, one private park, and one public park. In
addition to the preliminary plat, the applicant has requested a subdivision variance to wai ve
the public road frontage requirement for the public park.
Plat Summary
Proposed Multi-Family Lots: 1 Lot
Proposed Number of Blocks: 1 Block
Proposed Parkland Lots: 2 Lots
Proposed New Streets: 265 Linear Feet
Site Information
Location:
The subject site is located along the west side of N.E. Inner Loop, north of SH 29. Due to its
location along N.E. Inner Loop, the site has frontage on a major arterial as classified in the
City’s Overall Transportation Plan (OTP).
Physical Characteristics:
The subject site is approxiamtely 39.804 acres in size and currently undeveloped. The site
overlooks the San Gabriel River and, if approved, will include two parkland lots, one of which
will be a public park that will provide scenic views of the river.
Background
The 39.804-acre site was annexed into the City in 1998 (Ord. 98-50) and has a Mixed Use
Page 19 of 31
Planning Department Staff Report
Estraya Subdivision – Preliminary Plat and Subdivision Waiver Page 2 of 3
Community Future Land Use designation. The site was rezoned as part of a larger
development in 2017 (Ord. 2017-06) to the Planned Unit Development (PUD) zoning district.
According to the PUD, the base zoning for the site is High Density Multi -Family (MF-2). The
PUD’s concept plan divided the development into a general commercial, single-family zone,
and multi-family zones. The concept plan also proposed two parkland lots, one public and one
private along the northwestern property boundary overlooking the San Gabriel River.
Pursuant to the PUD, in the event the final plat for the multi-family zone is processed prior to
the single-family zone, approval of a subdivision variance by the Planning and Zoning
Commission would be required to waive the public road frontage requirement for the public
park. In the event that a subdivision variance is approved, a public street in public right -of-
way shall be provided prior to acceptance of the parkland improvements. Finally, the parkland
improvements shall be completed and opened to the public (and all obligations, deeds, etc.
conveyed to the City) prior to June 1, 2019 or the issuance of the 30th single-family residential
building permit, whichever comes first.
Utilities
The utility service providers for water, wastewater, and electricity will be the City of
Georgetown per the proposed Plat. It is anticipated that there is adequate water capacity at this
time to serve this property either by existing capacity or developer participation in upgrades
to infrastructure.
Transportation
The multi-family lot will have direct access to N.E. Inner Loop. Access to the public park will
be provided by a temporary access easement across the single -family zone per the PUD should
the Subdivision Variance be approved by the Planning and Zoning Commission . The
temporary access easement will satisfy the secondary access requirements per Fire Code.
Access to the public park will be provided by public street frontage when the single -family
zone is platted. According to the PUD, public improvements to the park and access to a public
street will be completed prior to June 1, 2019.
Trip generation was reviewed and the City’s Traffic Engineer determined that this subdivision
application will trigger the need for a Traffic Impact Analysis (TIA). A TIA was submitted in
2015 and was approved in Janruary 2017.
Parkland Dedication
Parkland dedication requirements are being met by dedication of Lot 3 (2.61 acres) and fee-in-
lieu contributions that will cover public improvements made to the park.
Staff Analysis
The proposed Preliminary Plat has been reviewed by City staff and meets all of the
Page 20 of 31
Planning Department Staff Report
Estraya Subdivision – Preliminary Plat and Subdivision Waiver Page 3 of 3
requirements of the UDC and the PUD. Staff recommends approval of the preliminary plat.
According to the UDC, a subdivision variance may be approved , conditionally approved, or
disapproved by the Planning and Zoning Commission. Approval requires a super-majority
vote by the Commission. At least four of the following factors are required for approval:
A. That the granting of the variance 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. This subdivision variance will not result in an effect that is either detrimental
to the public health, safety, or welfare or injurious to other surrounding property. The
public park will gain access to a public road when development of the single-family
zone occurs or by June 1, 2019, whichever comes first.
B. That the granting of the variance would not substantially conflict with the
Comprehensive Plan and the purposes of this Code. The granting of the variance does
not conflict with the Comprehensive Plan or the purposes of the Code . The request for
a subdivision variance is in accordance with the agreements codified in the Planned
Unit Development ordinance.
C. That the conditions that create the need for the variance do not generally apply to
other property in the vicinity. The conditions that necessitated the request for the
subdivision variance are unique to this property and are not relevant to any other part
of the development or to other properties in the vicinity.
D. That application of a provision of this Code will render subdivision of the land
impossible. The application of the provision to require public road frontage for the
public park would not render the subdivision of land impossible. However, it is an
option that the developer is permitted to pursue in accordance with the Planned Unit
Development ordinance.
E. Where the literal enforcement of these regulations would result in an unnecessary
hardship. The enforcement of the regulation would result in an unnecessary hardship
for the developer. It would require the platting and alignment of public roads across the
single-family zone before the lots of that zone are platted.
Staff has found that the application satisfies at least four (A, B, C & E) of the preceding factors
and recommends approval of the subdivision variance.
Attachments
Attachment 1 – Location Map
Attachment 2 – Preliminary Plat
Page 21 of 31
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Page 22 of 31
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.
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BRIAN & BERNICE WILSON
DOC. NO. 2016075861, O.P.R.
1.6
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DOC. NO. 963
2
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.
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3
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DOC. NO. 97
3
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4
8
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.
X
X
X
117.48 ACR
E
S
SOUTHWES
T
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S
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DOC. NO. 20
0
1
0
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8
2
6
0
,
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.
P
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.
WV
EM
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OHW
OH
W
OH
W
X
X
O
H
W
OH
W
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING STO
N
E
C
I
S
T
E
R
N
BUIL
D
I
N
G
CONCCONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC WA
L
L
CONC WALL
CONC WALL
CONC WALL
STONE WAL
L
CONC S
/
W
CONC
ASPHALT DRIVE
ASPHALT DRIVE
ASPHAL
T
D
R
I
V
E
CONC FOOTI
N
G
S
CONC
X
X
X
X
X
X
OH
W
OH
W
OH
W
X
X
X
X
740
750
760
76
0
75
0
7
4
0
7
3
0
7
2
0
7
1
0
720730
69
0
700
710
720
730
740
750
760
7
6
0
7
5
0
7
4
0
72
0
730
71
0
30
39
45
47
50
64
74
76
79
80
81
83
84
85
90
96
99
100
102
104
108
112
117
120
129
132
135
151
164
165
166
167
169
170
175
176
177
N47°19
'
1
5
"
E
250.23
'
N84°4
4
'
3
0
"
E
66.08'
S0
°
2
7
'
1
5
"
E
11
7
.
4
4
'
L5
L1
15' BL
D
G
.
L
I
N
E
25
'
B
L
D
G
.
L
I
N
E
20' WIDE WASTEWATER
EASEMENT
60' x 50'
LIFT STATION
N 10,208,812.34
E 3,142,168.67
N 10,207,825.99
E 3,140,623.05
N 10,208,336.57
E 3,141,206.69
N 10,208,451.96
E 3,142,195.14
SO
U
T
H
E
A
S
T
I
N
N
E
R
L
O
O
P
POINT OF BEGINNING
N 10,209,018.70
E 3,142,218.38
300.7'
C4
90
.
5
5
'
0.29 Acres
Street A
90' WIDE R.O.W.
136.7
4
'
BENCH MARK
1/2" IRON ROD
N 10,208,548.24
E 3,142,252.07
ELEV. 768.38
BENCH MARK
1/2" IRON ROD
N 10,208,269.45
E 3,141,157.76
ELEV. 772.13
21.43 Acres
OPEN SPACE
FUTURE DEVELOPMENT BEYOND
TRAIL PROHIBITED
LOT 1
15.35 Acres
LOT 2
S
3
9
°
4
3
'
4
2
"
E
2
5
0
.
6
6
'
S
6
6
°
1
8
'
5
2
"
E
2
6
9
.
5
6
'
S8
1
°
5
1
'
1
9
"
E
32
5
.
3
2
'
S7
8
°
1
4
'
1
3
"
E
22
3
.
1
2
'
N83°3
2
'
5
6
"
E
251.03
'
N74°58'51"E
210.09'
S2
1
°
3
1
'
4
9
"
E
11
4
.
7
4
'
S9
°
4
1
'
4
0
"
E
13
0
.
3
9
'
S86°36'36"W
146.69'
N3°23'24"W
90.00'
542.7
3
'
C2
C3
S22°14'27"W
146.68'
S89°
3
2
'
5
0
"
W
225.
3
9
'
S10°44'15"E
139.40'
S26
°
2
1
'
2
7
"
W
237
.
3
2
'
S1
5
°
4
0
'
1
4
"
E
16
2
.
0
5
'
S69°22'51"W
110.43'
N8
0
°
4
1
'
5
4
"
W
22
2
.
2
4
'
N
3
0
°
1
7
'
4
0
"
W
9
7
3
.
9
8
'
N6
°
0
4
'
0
1
"
E
14
5
.
8
7
'
N0
°
0
8
'
1
4
"
W
16
3
.
6
6
'
N53°22'4
0
"
E
134.19'
N51°53'
2
1
"
E
259.24'
N55°21'15
"
E
386.73'
S88°
1
6
'
1
5
"
W
231.
8
3
'
N8
2
°
2
5
'
4
5
"
W
20
5
.
4
8
'
N7
9
°
0
8
'
1
5
"
W
19
1
.
0
6
'
L7
N
6
8
°
3
3
'
4
5
"
W
1
9
0
.
2
8
'
S86°0
9
'
1
5
"
W
526.4
0
'
N8
1
°
1
6
'
3
0
"
W
11
0
.
0
3
'
S56°44'15
"
W
404.97'
S5
°
0
0
'
3
0
"
E
98
.
5
6
'
S
4
9
°
5
1
'
4
5
"
E
3
2
1
.
5
6
'
S
5
6
°
1
3
'
0
0
"
E
1
9
1
.
5
0
'
N89°
3
6
'
0
0
"
E
276.
2
9
'
C1
39.84'
L6
L4
L2
L3 STREET B
4,883 Sq. Ft.
50' R.O.W.
297
.
8
'
N 10,209,435.37
E 3,140,776.57
N0
°
2
7
'
1
5
"
W
14
9
.
9
2
'
S
5
7
°
5
0
'
1
5
"
E
2
1
6
.
2
9
'
2.61 Acres
Park
LOT 3
S86°3
6
'
3
6
"
W
405.9
9
'
10
'
P
U
E
10'
P
U
E
20' OFFSITE WW EASEMENT
DOC. No._______
20' WIDE
WASTEWATER
EASEMENT
20' WW EASEMENT DOC. No.___________
15' WATER ESM'T.
VOL. 563, PG. 561
EDWARDS AQUI
F
E
R
T
R
A
N
S
I
T
I
O
N
Z
O
N
E
EDWARDS AQUIF
E
R
R
E
C
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A
R
G
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Z
O
N
E
ED
W
A
R
D
S
A
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C
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A
Q
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F
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R
T
R
A
N
S
I
T
I
O
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Z
O
N
E
10' PUE
30' OFFSITE ACCESS
EASEMENT
DOC. No._______
11
7
.
4
8
A
C
R
E
S
SO
U
T
H
W
E
S
T
E
R
N
U
N
I
V
E
R
S
I
T
Y
DO
C
.
N
O
.
2
0
0
1
0
1
8
2
6
0
,
O
.
P
.
R
.
C6
C7
L13
L14
C8
C9
L15
L17
L16
SEE DETAIL A
THIS SHEET
IN
N
E
R
L
O
O
P
D
R
I
V
E
I
N
D
I
A
N
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R
E
E
K
DRIVE
W
I
L
B
A
R
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P
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N
D
E
R
A
CV
.
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D
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.
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PI
M
L
I
C
O
C
V
.
H
I
G
H
-
A
L
E
A
RETAMA
CT.
Curve Table
Curve #
C1
C2
C3
C4
C5
Delta
019°43'11"
016°43'26"
081°05'35"
008°19'22"
005°56'27"
Radius
677.27'
898.70'
100.00'
677.27'
1100.00'
Length
233.10'
262.32'
141.53'
98.38'
114.06'
Chord
231.95'
261.39'
130.01'
98.29'
114.01'
Chd Brg
S01° 07' 06"E
N85° 01' 41"W
S62° 47' 15"W
S12° 54' 11"W
S14° 06' 07"W
Curve Table
Curve #
C6
C7
C8
C9
Delta
078°58'40"
078°58'40"
033°29'05"
033°29'05"
Radius
85.01'
55.01'
35.00'
65.01'
Length
117.18'
75.82'
20.46'
37.99'
Chord
108.12'
69.96'
20.17'
37.45'
Chd Brg
N16° 41' 22"W
S16° 41' 22"E
S72° 55' 15"E
N72° 55' 15"W
WV
WASTEWATER CLEANOUT
WATER VALVE
TELEPHONE PEDESTAL
POWER POLE
GUY ANCHOR
ELECTRIC METER
SEPTIC TANK
OVERHEAD ELECTRIC
BARB WIRE FENCE
OHW
OFFICIAL PUBLIC RECORDS OF
WILLIAMSON COUNTY, TEXAS
DEED RECORDS OF
WILLIAMSON COUNTY, TEXAS
RIGHT-OF-WAY
SANITARY CLEAN OUT
CONTROLLING MONUMENT
EM
19
7
.
0
5
'
STATE HIGHWAY 29
20' WW EASEMENT
15' WATER ESM'T.
VOL. 563, PG. 561
60' ACCESS & DRAIN. ESM'T.
DOC. #2007036409
DOC. #2007054450
DOC. #2008012650
31.39'
X
XXX
L5
S89°32'50"W
225.39'
L6
L4
10' PUE
L8
L9 L10
L11
L12
C6 C7
Line Table
Line #
L1
L2
L3
L4
L5
L6
Length
90.39'
50.00'
6.29'
97.67'
97.67'
50.00'
Direction
N22°14'27"E
S22°14'27"W
S22°14'27"W
S67°45'41"E
S67°45'41"E
S22°14'19"W
Line Table
Line #
L7
L8
L9
L10
L11
L12
Length
53.15'
44.35'
30.01'
23.31'
3.96'
4.25'
Direction
N10°51'47"E
S67°45'41"E
S67°45'41"E
S67°45'41"E
N22°47'57"E
S22°47'57"W
Line Table
Line #
L13
L14
L15
L16
L17
Length
1193.44'
1193.44'
43.47'
30.01'
42.84'
Direction
S56°10'42"E
N56°10'42"W
S89°39'48"E
S01°32'20"W
N89°39'48"W
GEORGETOWN, TX 78626
STEGERBIZZELL.COM
>>ENGINEERS >>PLANNERS >>SURVEYORS
512.930.9412
SERVICES
METRO
ADDRESS 1978 S. AUSTIN AVENUE
WEB
DRAWN BY: gad REVIEWED BY:APPROVED BY:
LEGEND
- 1/2" IRON PIN FOUND WITH CAP STAMPED "RPLS 5784"
OR "RPLS 2218"(UNLESS STATED OTHERWISE)
- 1/2" IRON PIN SET WITH CAP STAMPED "STEGER BIZZELL"
P.U.E. - PUBLIC UTILITY EASEMENT
B.L. - BUILDING LINE
- FENCE CORNER POST FOUND
LOCATION MAP - 1"=2000'
JOB No. 22130 DATE: 6-Sep-17 SHEET 1 of 2
PRELIMINARY PLAT
ESTRAYA GEORGETOWN
A 39.804 Acre Subdivision situated in the
William Addison Survey Abstract No.21
Williamson County, Texas
Th
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.
TEXAS REGISTERED ENGINEERING FIRM F-181
TBPLS FIRM No.10003700
SCALE: 1"=150'
OWNERS:
GTOWN 120 HOLDINGS, LP
221 W 6th STREET, SUITE 1030
AUSTIN, TEXAS 78701
ENGINEER:
KIMLEY-HORN
10814 JOLLYVILLE RD.
CAMPUS IV, SUITE 300
AUSTIN, TEXAS 78759
SURVEYOR:
STEGER BIZZELL
1978 S. AUSTIN AVE.
GEORGETOWN, TEXAS 78626
SITE
CASE No. PP-2017-004
FOR REVIEW.
THIS DOCUMENT IS RELEASED FOR THE
PURPOSE OF REVIEW UNDER THE
AUTHORITY OF HARRISON HUDSON P.E.
REG. #109973 ON 9/6/17. IT IS NOT TO BE
USED FOR BIDDING, PERMIT OR
CONSTRUCTION.
0 150 300
GENERAL NOTES:
1.Total Acres: 39.804 Ac.
2.Number of Lots: 3
3.Number of Blocks: 1
4.Linear feet of new street: 265 L.F.
All bearings and coordinates are
referenced to the Texas Coordinate
System, Central Zone. NAD 83/93 HARN
horizontal control datum and NAVD 88
vertical control datum. All coordinates are
grid. All distances are surface in U.S.
survey feet using a grid to surface
combined factor of 1.00013.
DETAIL A
SCALE 1"=50'
Page 23 of 31
HERITAGE TREE LIST
TAG #
30
39
45
47
50
64
74
76
79
80
81
83
84
85
90
96
99
100
102
104
Description
33in LIVE OAK
28in (M) LIVE OAK
39in (M) LIVE OAK
29in (M) LIVE OAK
31in (M) LIVE OAK
31in (M) LIVE OAK
28in LIVE OAK
30in (M) LIVE OAK
37in LIVE OAK
32in LIVE OAK
34in LIVE OAK
26in LIVE OAK
28in LIVE OAK
32in LIVE OAK
26in (M) LIVE OAK
27in LIVE OAK
27in LIVE OAK
33in LIVE OAK
32in LIVE OAK
34in LIVE OAK
HERITAGE TREE LIST
TAG #
108
112
117
120
129
132
135
151
164
165
166
167
169
170
175
176
177
Description
32in (M) LIVE OAK
29in LIVE OAK
26in (M) ELM
32in LIVE OAK
41in (M) LIVE OAK
33in (M) LIVE OAK
27in LIVE OAK
28in POST OAK
35in LIVE OAK
35in LIVE OAK
36in LIVE OAK
43in LIVE OAK
35in LIVE OAK
41in LIVE OAK
31in (M) LIVE OAK
27in LIVE OAK
38in LIVE OAK
GEORGETOWN, TX 78626
STEGERBIZZELL.COM
>>ENGINEERS >>PLANNERS >>SURVEYORS
512.930.9412
SERVICES
METRO
ADDRESS 1978 S. AUSTIN AVENUE
WEB
REVIEWED BY:APPROVED BY:
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TEXAS REGISTERED ENGINEERING FIRM F-181
TBPLS FIRM No.10003700
JOB No. 22130 DATE: 6-Sep-17 SHEET 2 of 2 DRAWN BY: gad
PRELIMINARY PLAT
ESTRAYA GEORGETOWN
A 39.804 Acre Subdivision situated in the
William Addison Survey Abstract No.21
Williamson County, Texas
CASE No. PP-2017-004
FOR REVIEW.
THIS DOCUMENT IS RELEASED FOR THE PURPOSE
OF REVIEW UNDER THE AUTHORITY OF HARRISON
HUDSON P.E. REG. #109973 ON 9/6/17. IT IS NOT TO
BE USED FOR BIDDING, PERMIT OR CONSTRUCTION.
STATE OF TEXAS {
KNOW ALL MEN BY THESE PRESENTS
COUNTY OF WILLIAMSON {
I, Miguel A. Escobar, 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 ____________________ , 2017.
Meguel A. Escobar
Registered Professional Surveyor No. 5630
State of Texas
STATE OF TEXAS {
KNOW ALL MEN BY THESE PRESENTS
COUNTY OF WILLIAMSON {
I, Harrison Hudson, 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 48491C0295E 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 ______________________, 2017.
__________________________________
Harrison Hudson
Registered Professional Engineer No.109973
State of Texas
A Preliminary Plat for a subdivision to be known as ESTRAYA GEORGETOWN has been approved according to
the minutes of the meeting of the Georgetown Planning and Zoning Commission on the _______ day of
_________________, 2017, A.D.
______________________________________ _________________________________
Josh Schroeder, Chairman Date
______________________________________ _________________________________
<name of current P&Z Secretary>, Secretary Date
DESCRIPTION OF
DESCRIPTION OF A 39.804 ACRE TRACT OF LAND LOCATED IN THE WILLIAM ADDISON SURVEY, ABSTRACT 21,
WILLIAMSON COUNTY, TEXAS, BEING OUT OF THAT CERTAIN 78.29 ACRE TRACT OF LAND DESIGNATED AS TRACT
2 IN A SPECIAL WARRANTY DEED TO GTOWN 120 HOLDINGS, L.P., OF RECORD IN DOCUMENT NUMBER
2013014417, OF THE OFFICIAL PUBLIC RECORDS, SAID 39.804 ACRE TRACT OF LAND BEING MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at a 1/2 inch iron rod found on the west line of that certain 110.09 acres, called Tract 1, of record in Document
No. 2016058731, of the Official Public Records of Williamson County, Texas, for the most northerly corner of that certain
tract of land, called 12.03 acres, as conveyed to Williamson County by deed of record in Document No. 2002068217, of the
Official Public Records of Williamson County, Texas, for the eastern most northeast corner of said 78.29 acre tract of land
and the herein described tract;
THENCE, with the west line of the said 12.03 acre Williamson County tract (Inner Loop), same line being the east line of said
78.29 acre tract, the following three (3) courses and distances:
1.with a curve to the right, an arc distance of 114.06 feet, having a radius of 1100.00 feet, a central angle of 5°56'27",
and a ĐŚŽƌĚƚŚĂƚďĞĂƌƐ^ŽƵƚŚϭϰΣϬϲΖϬϳΗtĞƐƚ͕ĂĐŚŽƌĚĚŝƐƚĂŶĐĞŽĨϭϭϰ͘ϬϭĨĞĞƚ, (Record: Radius = 1100.00 feet, Long
Chord bears South 16° 32' 45” West, 113.71 feet, arc distance of 113.76 feet) to a 1/2 inch iron rod with cap
stamped “RPLS 2218” found at the beginning of a curve to the left;
2. with a non-tangent curve to the left, an arc distance of 331.48 feet, having a radius of 677.27 feet, a central angle of
28°02'33", and a ĐŚŽƌĚƚŚĂƚďĞĂƌƐ^ŽƵƚŚϬϯΣϬϮΖϯϱΗtĞƐƚ͕ĂĐŚŽƌĚĚŝƐƚĂŶĐĞŽĨϯϮϴ͘ϭϴĨĞĞƚ, (Record: Radius = 677.27
feet, Long Chord bears South 5° 28' 45” West, 328.18 feet, arc distance of 331.48 feet) to a 1/2 inch iron rod with
cap stamped “RPLS 2218” found;
3.^ŽƵƚŚϬϵΣϰϭΖϰϬΗ ĂƐƚ (Record: South 7° 15' 30” East), at a distance of 39.84 feet, pass a 1/2 inch iron rod with cap
stamped “RPLS 5784” found, in all a total distance of 130.39 feet to a point for the southeast corner of the herein
described tract;
THENCE, over and across said 78.29 acre tract, the following six (6) courses and distances:
1.^ŽƵƚŚϴϲΣϯϲΖϯϲΗtĞƐƚ, a distance of 146.69 feet, to a point;
2.EŽƌƚŚϬϯΣϮϯΖϯϰ͟tĞƐƚ, a distance of 90.00 feet, to a point;
3.^ŽƵƚŚϴϲΣϯϲΖϯϲΗtĞƐƚ, a distance of 405.99 feet, to a 1/2 inch iron rod with cap stamped “RPLS 5784” found;
4.with a tangent curve to the right, an arc distance of 262.32 feet, having a radius of 898.70 feet, a central angle of
16°43'26", and a ĐŚŽƌĚƚŚĂƚďĞĂƌƐEŽƌƚŚϴϱΣϬϭΖϰϭΗtĞƐƚ͕ĂĐŚŽƌĚĚŝƐƚĂŶĐĞŽĨϮϲϭ͘ϯϵĨĞĞƚ, to a 1/2 inch iron rod
with cap stamped “RPLS 5784” found for a point of reverse curvature;
5.with said reverse curve to the left, an arc distance of 141.53 feet, having a radius of 100.01 feet, a central angle of
81°05'35", and ĂĐŚŽƌĚƚŚĂƚďĞĂƌƐ^ŽƵƚŚϲϮΣϰϳΖϭϱΗtĞƐƚ͕ĂĐŚŽƌĚĚŝƐƚĂŶĐĞŽĨϭϯϬ͘ϬϭĨĞĞƚ, to a 1/2 inch iron rod
with cap stamped “RPLS 5784” found;
6.^ŽƵƚŚϮϮΣϭϰΖϮϳΗtĞƐƚ, a distance of 146.68 feet, to a 1/2 inch iron rod with cap stamped “RPLS 5784” found;
THENCE, ^ŽƵƚŚϴϵΣϯϮΖϱϬΗtĞƐƚ, at a distance of 31.39 feet, pass a 2 inch fence corner post found for an interior corner of
the 78.29 acre tract of land, same point being the northeast corner of that certain 1.682 acre tract of land conveyed to L.A.
Crabb, of record in Document No. 1995055228, said Official Public Records and continuing South 89°32'50" West (Record =
North 88° 01' West), with an interior line of said 78.29 acre tract of land, in all a total distance of 225.39 feet, to a 2 inch
fence corner post found for an interior corner of the said 78.29 acre tract of land for the northwest corner of said 1.682
acre Crabb Tract, for an interior corner hereof;
THENCE, with an easterly line of said 78.29 acre tract, same being the west line of the said 1.682 acre Crabb tract the
following three (3) courses and distances:
1.^ŽƵƚŚϭϬΣϰϮΖϭϬΗ ĂƐƚ (Record = South 8° 16' East), a distance of 139.64 feet (Record = 139.64 feet), to a 2 inch fence
corner post
2.^ŽƵƚŚϮϲΣϮϭΖϮϳΗtĞƐƚ (Record = South 28° 48' West), a distance of 237.32 feet (Record = 237.22 feet), to a 1/2 inch
iron rod with cap stamped “RPLS 2218” found;
3.^ŽƵƚŚϭϱΣϰϬΖϭϰΗ ĂƐƚ (Record = South 13° 13' East), a distance of 162.05 feet (Record = 162.15 feet), to a 1/2 inch
iron rod with cap stamped “RPLS 2218” found on the north line of that certain 0.95 acre tract of land conveyed to
Brian and Bernice Wilson, of record in Document No. 2016075861, said Official Public Records, for a corner of 78.29
acre tract, and the southwest corner of the said 1.682 acre Crabb tract, for a corner herein described tract;
THENCE, with a southerly line of the said 78.29 acre tract, the following two (2) courses and distances:
1.^ŽƵƚŚϲϵΣϮϮΖϱϭΗtĞƐƚ (Record = South 71° 57' 30” West), a distance of 110.43 feet (Record = 110.22 feet), to a 1/2
inch iron rod with cap stamped “RPLS 2218” found;
2.EŽƌƚŚϴϬΣϰϭΖϱϰΗtĞƐƚ (Record = North 78° 17' West), a distance of 222.24 feet (Record = 222.32 feet), to a 1/2 inch
iron rod with cap stamped “RPLS 2218” found;
THENCE, with a west and north line of said 78.29 acre tract, same being the east and south line of the said 117.48 acre
Southwestern University tract, respectively, the following twelve (12) courses and distances;
1.EŽƌƚŚϯϬΣϭϳΖϰϬΗtĞƐƚ (Record = North 27° 50' 30” West), a distance of 973.98 feet (Record = 973.75 feet), to a 1/2
inch iron rod with cap stamped “RPLS 2218” found;
2.EŽƌƚŚϬϲΣϬϰΖϬϭΗ ĂƐƚ (Record = North 8° 18' 30” East), a distance of 145.87 feet (Record = 145.13 feet), to a 1/2 inch
iron rod with cap stamped “RPLS 2218” found;
3.EŽƌƚŚϬϬΣϬϴΖϭϰΗtĞƐƚ (Record = North 2° 25' 30” East), a distance of 163.66 feet (Record = 164.09 feet), to a 1/2
inch iron rod with cap stamped “RPLS 2218” found;
4.EŽƌƚŚϱϯΣϮϮΖϰϬΗ ĂƐƚ (Record = North 55° 46' 30” East), a distance of 134.19 feet (Record = 134.29 feet), to a 1/2
inch iron rod with cap stamped “RPLS 2218” found;
5.EŽƌƚŚϱϭΣϱϯΖϮϭΗ ĂƐƚ (Record = North 54° 20' East), a distance of 259.24 feet (Record = 259.15 feet), to a 1/2 inch
iron rod with cap stamped “RPLS 2218” found;
6.EŽƌƚŚϱϱΣϮϭΖϭϱΗ ĂƐƚ (Record = North 57° 47' East), a distance of 386.73 feet (Record = 386.67 feet), to a 1/2 inch
iron rod with cap stamped “RPLS 2218” found;
7.^ŽƵƚŚϯϵΣϰϯΖϰϮΗ ĂƐƚ (Record = South 37° 14' East), a distance of 250.66 feet (Record = 250.80 feet), to a 1/2 inch
iron rod with cap stamped “RPLS 2218” found;
8.^ŽƵƚŚϲϲΣϭϴΖϱϮΗ ĂƐƚ (Record = South 63° 54' 30” East), a distance of 269.56 feet (Record = 269.51 feet), to a 1/2
inch iron rod with cap stamped “RPLS 2218” found;
9.^ŽƵƚŚϴϭΣϱϭΖϭϵΗ ĂƐƚ (Record = South 79° 26' 30” East), a distance of 325.32 feet (Record = 325.37 feet), to a 1/2
inch iron rod with cap stamped “RPLS 2218” found;
10.^ŽƵƚŚϳϴΣϭϰΖϭϯΗ ĂƐƚ (Record = South 75° 44' 30” East), a distance of 223.12 feet (Record = 223.23 feet), to a 1/2
inch iron rod with cap stamped “RPLS 2218” found;
11.EŽƌƚŚϴϯΣϯϮΖϱϲΗ ĂƐƚ (Record = North 85° 58' East), a distance of 251.03 feet (Record = 251.00 feet), to a 1/2 inch
iron rod with cap stamped “RPLS 2218” found;
12.EŽƌƚŚϳϰΣϱϴΖϱϭΗ ĂƐƚ (Record = North 77° 27' 30” East), a distance of 210.09 feet (Record = 210.12 feet), to a 1/2
inch iron rod with cap stamped “RPLS 2218” found;
THENCE, ^ŽƵƚŚϮϭΣϯϵΖϰϵΗ ĂƐƚ (Record = South 19° 01' East), with the east line of said 78.29 acre tract, same being the
west line of the said 110.09 acre Tract 1, a distance of 114.74 feet (Record = 114.76 feet), the POINT OF BEGINNING, and
containing 39.804 acres of land, more or less, within these metes and bounds.
GENERAL NOTES:
1.Utility providers for this development are Water: City of Georgetown, Wastewater/septic: City of Georgetown, and Electric: City
of Georgetown.
2.All structures/ obstructions are prohibited in drainage easements.
3.There are no areas within the boundaries of this subdivision in the 100-year floodplain as defined by FIRM Map Number
48791C0295E, effective date of Sept. 26, 2008.
4.Prior to any channel alteration or bridge construction, which will change existing flood patterns or elevations, a Letter of Map
Amendment must be submitted to the City of Georgetown Floodplain Administrator for approval and approval by the Federal
Emergency Management Agency.
5.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.
6.Parkland Dedication requirements will be met as outlined in the PUD Ordinance 2017-06.
7.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. Approved removal does not require modification of the plat.
8.A 10-foot Public Utility Easement is reserved along all street frontages within this plat.
9.The monuments of this plat have been rotated to the NAD 83/93 HARN - Texas Central Zone and NAVD 88.
10.Impervious Coverage Plat Notes - Residential Lots:
The maximum impervious coverage per residential lot is according to the following table which was recorded in PUD Ordinance
No. 2017-06:
MAXIMUM IMPERVIOUS COVER ALLOWED PER LAND USE
LAND USE ALLOWABLE I.C.
Parkland 30%
Residential (multi-family)60%
Residential (single family)55%
11.Impervious Coverage Plat Notes - Non-Residential Lots:
The maximum impervious coverage per residential lot is according to the following table which was recorded in PUD Ordinance
No. 2017-06:
MAXIMUM IMPERVIOUS COVER ALLOWED PER LAND USE
LAND USE ALLOWABLE I.C.
Non-Residential 80%
12.The landowner assumes all risks associated with improvements located in the right-o-fway,or road widening easements. By
placing anything in the right-of-way or road widening easements, the landowner 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
attributable 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.
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
assumes 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.Right-of-way easements for widening roadways or improving drainage shall be maintained by the landowner 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.
16.This plat is subject to the provisions of the City of Georgetown Water Conservation Ordinance.
17.The subdivision subject to this application is subject to the Water Quality Regulations of the City of Georgetown.
18.A Geologic Assessment, in accordance with the City of Georgetown Water Quality Regulations, was completed on June 5, 2017.
Any springs and streams as identified in the Geologic Assessment are shown herein.
19.Right-of-way easements for widening roadways or improving drainage shall be maintained by the landowner 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.
20.No construction in Lot 1 may begin until the Texas Commission on Environmental Quality TCEQ has approved the Water
Pollution Abatement Plan (WPAP) in writing.
21.Control monuments as shown: It is the practice of STEGER BIZZELL to monument all corners (If practical) upon completion of
construction. Typical monument is a 1/2-Inch iron rod with a "STEGER BIZZELL” plastic cap.
22.All plat boundary corners are staked with 1/2 -Inch iron rods with plastic caps stamped “STEGER BIZZELL” unless otherwise
indicated.
23.The subdivision subject to this application is subject the Water Quality Regulations of the City of Georgetown.
24.All water quality, sedimentation, filtration, water quality, detention, and/or retention basins, features, and related
appurtenances shall be situated within a drainage easement, drainage lot or as shown on site plan. The owners, or its assignees
of the tracts upon which are located such easements, appurtenances, and detention and water quality facilities shall maintain
and be responsible for their maintenance, routine inspection and upkeep.
28. Lot 1 shall be reserved for the purpose of a natural trail as described in Ordinance 2017-06, and shall contain no development
features of or for any other lot within this subdivision, notwithstanding drainage easements, structures or other utility
structures (including lift stations).
29.Street Reserve will be dedicated and built upon request of the City by the developer at no cost to the City.
30.A Subdivision Variance (city project number WAV-2017-001) was approved allowing for secondary access and frontage to the
parkland lot to be provided via the 30' Access Easement as shown herein.
Page 24 of 31
City of Georgetown, Texas
Planning and Zoning
September 19, 2017
SUBJECT:
Cons id eration and p o s s ib le ac tion on a Subdivision Variance fo r the Estraya Subdivision, loc ated along
N.E. Inner Lo o p (WAV-2017-001) Nathan Jo nes -Meyer, P lanner and So fia Nels on, Planning Direc tor
ITEM SUMMARY:
Background:
The 39.804 ac re s ite was annexed into the City in 1998 (Ord . 98-50). The s ite was rezo ned as part of a
larger d evelop ment in 2017 (Ord . 2017-06) to a P lanned Unit Development (P UD). In acc o rd anc e with the
PUD concept p lan, a Sub d ivision Varianc e is reques ted to waive the lo t frontage requirement for the public
p ark.
Public Comment:
To d ate, no written pub lic comments have been received .
Staff Recommendation:
Staff rec o mmend s approval of the Preliminary Plat.
FINANCIAL IMPACT:
None studied at this time.
SUBMITTED BY:
Nathan Jo nes-Meyer, Planner and Sofia Nels o n, C NU-A, P lanning Director
ATTACHMENTS:
Description Type
Staff Report - Es traya Subdivis ion Cover Memo
Attachment 1 - Location Map Backup Material
Attachment 2 - Preliminary Plat Backup Material
Page 25 of 31
Georgetown Planning Department Staff Report
Estraya Subdivision – Preliminary Plat and Subdivision Waiver Page 1 of 3
Report Date: September 15, 2017
File No: WAV-2017-001 and PP-2017-004
Project Planner: Nathan Jones-Meyer, Planner
Item Details
Project Name: Estraya Subdivision
Project Address: 551 N.E. Inner Loop
Total Acreage: 39.804 acres
Legal Description: 39.804 acres in the
William Addison Survey
Applicant: Harrison Hudson, P.E.
Property Owner: Harry Scott, Jr.
Gtown 120 Holdings, LP
Request Summary
The applicant has applied for a preliminary plat for a three-lot subdivision. The proposed
subdivision will consist of one multi-family lot, one private park, and one public park. In
addition to the preliminary plat, the applicant has requested a subdivision variance to wai ve
the public road frontage requirement for the public park.
Plat Summary
Proposed Multi-Family Lots: 1 Lot
Proposed Number of Blocks: 1 Block
Proposed Parkland Lots: 2 Lots
Proposed New Streets: 265 Linear Feet
Site Information
Location:
The subject site is located along the west side of N.E. Inner Loop, north of SH 29. Due to its
location along N.E. Inner Loop, the site has frontage on a major arterial as classified in the
City’s Overall Transportation Plan (OTP).
Physical Characteristics:
The subject site is approxiamtely 39.804 acres in size and currently undeveloped. The site
overlooks the San Gabriel River and, if approved, will include two parkland lots, one of which
will be a public park that will provide scenic views of the river.
Background
The 39.804-acre site was annexed into the City in 1998 (Ord. 98-50) and has a Mixed Use
Page 26 of 31
Planning Department Staff Report
Estraya Subdivision – Preliminary Plat and Subdivision Waiver Page 2 of 3
Community Future Land Use designation. The site was rezoned as part of a larger
development in 2017 (Ord. 2017-06) to the Planned Unit Development (PUD) zoning district.
According to the PUD, the base zoning for the site is High Density Multi -Family (MF-2). The
PUD’s concept plan divided the development into a general commercial, single-family zone,
and multi-family zones. The concept plan also proposed two parkland lots, one public and one
private along the northwestern property boundary overlooking the San Gabriel River.
Pursuant to the PUD, in the event the final plat for the multi-family zone is processed prior to
the single-family zone, approval of a subdivision variance by the Planning and Zoning
Commission would be required to waive the public road frontage requirement for the public
park. In the event that a subdivision variance is approved, a public street in public right -of-
way shall be provided prior to acceptance of the parkland improvements. Finally, the parkland
improvements shall be completed and opened to the public (and all obligations, deeds, etc.
conveyed to the City) prior to June 1, 2019 or the issuance of the 30th single-family residential
building permit, whichever comes first.
Utilities
The utility service providers for water, wastewater, and electricity will be the City of
Georgetown per the proposed Plat. It is anticipated that there is adequate water capacity at this
time to serve this property either by existing capacity or developer participation in upgrades
to infrastructure.
Transportation
The multi-family lot will have direct access to N.E. Inner Loop. Access to the public park will
be provided by a temporary access easement across the single -family zone per the PUD should
the Subdivision Variance be approved by the Planning and Zoning Commission . The
temporary access easement will satisfy the secondary access requirements per Fire Code.
Access to the public park will be provided by public street frontage when the single -family
zone is platted. According to the PUD, public improvements to the park and access to a public
street will be completed prior to June 1, 2019.
Trip generation was reviewed and the City’s Traffic Engineer determined that this subdivision
application will trigger the need for a Traffic Impact Analysis (TIA). A TIA was submitted in
2015 and was approved in Janruary 2017.
Parkland Dedication
Parkland dedication requirements are being met by dedication of Lot 3 (2.61 acres) and fee-in-
lieu contributions that will cover public improvements made to the park.
Staff Analysis
The proposed Preliminary Plat has been reviewed by City staff and meets all of the
Page 27 of 31
Planning Department Staff Report
Estraya Subdivision – Preliminary Plat and Subdivision Waiver Page 3 of 3
requirements of the UDC and the PUD. Staff recommends approval of the preliminary plat.
According to the UDC, a subdivision variance may be approved , conditionally approved, or
disapproved by the Planning and Zoning Commission. Approval requires a super-majority
vote by the Commission. At least four of the following factors are required for approval:
A. That the granting of the variance 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. This subdivision variance will not result in an effect that is either detrimental
to the public health, safety, or welfare or injurious to other surrounding property. The
public park will gain access to a public road when development of the single-family
zone occurs or by June 1, 2019, whichever comes first.
B. That the granting of the variance would not substantially conflict with the
Comprehensive Plan and the purposes of this Code. The granting of the variance does
not conflict with the Comprehensive Plan or the purposes of the Code . The request for
a subdivision variance is in accordance with the agreements codified in the Planned
Unit Development ordinance.
C. That the conditions that create the need for the variance do not generally apply to
other property in the vicinity. The conditions that necessitated the request for the
subdivision variance are unique to this property and are not relevant to any other part
of the development or to other properties in the vicinity.
D. That application of a provision of this Code will render subdivision of the land
impossible. The application of the provision to require public road frontage for the
public park would not render the subdivision of land impossible. However, it is an
option that the developer is permitted to pursue in accordance with the Planned Unit
Development ordinance.
E. Where the literal enforcement of these regulations would result in an unnecessary
hardship. The enforcement of the regulation would result in an unnecessary hardship
for the developer. It would require the platting and alignment of public roads across the
single-family zone before the lots of that zone are platted.
Staff has found that the application satisfies at least four (A, B, C & E) of the preceding factors
and recommends approval of the subdivision variance.
Attachments
Attachment 1 – Location Map
Attachment 2 – Preliminary Plat
Page 28 of 31
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E UNIVERSITY AVE
PP-2017-004Exhibit #1
Coordinate System: Texas State Plane/Central Zone/NAD 83/US FeetCartographic Data For General Planning Purposes Only
¯
Location Map LegendSiteParcelsCity LimitsGeorgetown ETJ
0 0.5 1Mi
Page 29 of 31
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BRIAN & BERNICE WILSON
DOC. NO. 2016075861, O.P.R.
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WV
EM
X
X
X
X
X
X
X
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OHW
OH
W
OH
W
X
X
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OH
W
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING STO
N
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BUIL
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CONCCONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC WA
L
L
CONC WALL
CONC WALL
CONC WALL
STONE WAL
L
CONC S
/
W
CONC
ASPHALT DRIVE
ASPHALT DRIVE
ASPHAL
T
D
R
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V
E
CONC FOOTI
N
G
S
CONC
X
X
X
X
X
X
OH
W
OH
W
OH
W
X
X
X
X
740
750
760
76
0
75
0
7
4
0
7
3
0
7
2
0
7
1
0
720730
69
0
700
710
720
730
740
750
760
7
6
0
7
5
0
7
4
0
72
0
730
71
0
30
39
45
47
50
64
74
76
79
80
81
83
84
85
90
96
99
100
102
104
108
112
117
120
129
132
135
151
164
165
166
167
169
170
175
176
177
N47°19
'
1
5
"
E
250.23
'
N84°4
4
'
3
0
"
E
66.08'
S0
°
2
7
'
1
5
"
E
11
7
.
4
4
'
L5
L1
15' BL
D
G
.
L
I
N
E
25
'
B
L
D
G
.
L
I
N
E
20' WIDE WASTEWATER
EASEMENT
60' x 50'
LIFT STATION
N 10,208,812.34
E 3,142,168.67
N 10,207,825.99
E 3,140,623.05
N 10,208,336.57
E 3,141,206.69
N 10,208,451.96
E 3,142,195.14
SO
U
T
H
E
A
S
T
I
N
N
E
R
L
O
O
P
POINT OF BEGINNING
N 10,209,018.70
E 3,142,218.38
300.7'
C4
90
.
5
5
'
0.29 Acres
Street A
90' WIDE R.O.W.
136.7
4
'
BENCH MARK
1/2" IRON ROD
N 10,208,548.24
E 3,142,252.07
ELEV. 768.38
BENCH MARK
1/2" IRON ROD
N 10,208,269.45
E 3,141,157.76
ELEV. 772.13
21.43 Acres
OPEN SPACE
FUTURE DEVELOPMENT BEYOND
TRAIL PROHIBITED
LOT 1
15.35 Acres
LOT 2
S
3
9
°
4
3
'
4
2
"
E
2
5
0
.
6
6
'
S
6
6
°
1
8
'
5
2
"
E
2
6
9
.
5
6
'
S8
1
°
5
1
'
1
9
"
E
32
5
.
3
2
'
S7
8
°
1
4
'
1
3
"
E
22
3
.
1
2
'
N83°3
2
'
5
6
"
E
251.03
'
N74°58'51"E
210.09'
S2
1
°
3
1
'
4
9
"
E
11
4
.
7
4
'
S9
°
4
1
'
4
0
"
E
13
0
.
3
9
'
S86°36'36"W
146.69'
N3°23'24"W
90.00'
542.7
3
'
C2
C3
S22°14'27"W
146.68'
S89°
3
2
'
5
0
"
W
225.
3
9
'
S10°44'15"E
139.40'
S26
°
2
1
'
2
7
"
W
237
.
3
2
'
S1
5
°
4
0
'
1
4
"
E
16
2
.
0
5
'
S69°22'51"W
110.43'
N8
0
°
4
1
'
5
4
"
W
22
2
.
2
4
'
N
3
0
°
1
7
'
4
0
"
W
9
7
3
.
9
8
'
N6
°
0
4
'
0
1
"
E
14
5
.
8
7
'
N0
°
0
8
'
1
4
"
W
16
3
.
6
6
'
N53°22'4
0
"
E
134.19'
N51°53'
2
1
"
E
259.24'
N55°21'15
"
E
386.73'
S88°
1
6
'
1
5
"
W
231.
8
3
'
N8
2
°
2
5
'
4
5
"
W
20
5
.
4
8
'
N7
9
°
0
8
'
1
5
"
W
19
1
.
0
6
'
L7
N
6
8
°
3
3
'
4
5
"
W
1
9
0
.
2
8
'
S86°0
9
'
1
5
"
W
526.4
0
'
N8
1
°
1
6
'
3
0
"
W
11
0
.
0
3
'
S56°44'15
"
W
404.97'
S5
°
0
0
'
3
0
"
E
98
.
5
6
'
S
4
9
°
5
1
'
4
5
"
E
3
2
1
.
5
6
'
S
5
6
°
1
3
'
0
0
"
E
1
9
1
.
5
0
'
N89°
3
6
'
0
0
"
E
276.
2
9
'
C1
39.84'
L6
L4
L2
L3 STREET B
4,883 Sq. Ft.
50' R.O.W.
297
.
8
'
N 10,209,435.37
E 3,140,776.57
N0
°
2
7
'
1
5
"
W
14
9
.
9
2
'
S
5
7
°
5
0
'
1
5
"
E
2
1
6
.
2
9
'
2.61 Acres
Park
LOT 3
S86°3
6
'
3
6
"
W
405.9
9
'
10
'
P
U
E
10'
P
U
E
20' OFFSITE WW EASEMENT
DOC. No._______
20' WIDE
WASTEWATER
EASEMENT
20' WW EASEMENT DOC. No.___________
15' WATER ESM'T.
VOL. 563, PG. 561
EDWARDS AQUI
F
E
R
T
R
A
N
S
I
T
I
O
N
Z
O
N
E
EDWARDS AQUIF
E
R
R
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C
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Z
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ED
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A
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R
T
R
A
N
S
I
T
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Z
O
N
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10' PUE
30' OFFSITE ACCESS
EASEMENT
DOC. No._______
11
7
.
4
8
A
C
R
E
S
SO
U
T
H
W
E
S
T
E
R
N
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N
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V
E
R
S
I
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DO
C
.
N
O
.
2
0
0
1
0
1
8
2
6
0
,
O
.
P
.
R
.
C6
C7
L13
L14
C8
C9
L15
L17
L16
SEE DETAIL A
THIS SHEET
IN
N
E
R
L
O
O
P
D
R
I
V
E
I
N
D
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-
A
L
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A
RETAMA
CT.
Curve Table
Curve #
C1
C2
C3
C4
C5
Delta
019°43'11"
016°43'26"
081°05'35"
008°19'22"
005°56'27"
Radius
677.27'
898.70'
100.00'
677.27'
1100.00'
Length
233.10'
262.32'
141.53'
98.38'
114.06'
Chord
231.95'
261.39'
130.01'
98.29'
114.01'
Chd Brg
S01° 07' 06"E
N85° 01' 41"W
S62° 47' 15"W
S12° 54' 11"W
S14° 06' 07"W
Curve Table
Curve #
C6
C7
C8
C9
Delta
078°58'40"
078°58'40"
033°29'05"
033°29'05"
Radius
85.01'
55.01'
35.00'
65.01'
Length
117.18'
75.82'
20.46'
37.99'
Chord
108.12'
69.96'
20.17'
37.45'
Chd Brg
N16° 41' 22"W
S16° 41' 22"E
S72° 55' 15"E
N72° 55' 15"W
WV
WASTEWATER CLEANOUT
WATER VALVE
TELEPHONE PEDESTAL
POWER POLE
GUY ANCHOR
ELECTRIC METER
SEPTIC TANK
OVERHEAD ELECTRIC
BARB WIRE FENCE
OHW
OFFICIAL PUBLIC RECORDS OF
WILLIAMSON COUNTY, TEXAS
DEED RECORDS OF
WILLIAMSON COUNTY, TEXAS
RIGHT-OF-WAY
SANITARY CLEAN OUT
CONTROLLING MONUMENT
EM
19
7
.
0
5
'
STATE HIGHWAY 29
20' WW EASEMENT
15' WATER ESM'T.
VOL. 563, PG. 561
60' ACCESS & DRAIN. ESM'T.
DOC. #2007036409
DOC. #2007054450
DOC. #2008012650
31.39'
X
XXX
L5
S89°32'50"W
225.39'
L6
L4
10' PUE
L8
L9 L10
L11
L12
C6 C7
Line Table
Line #
L1
L2
L3
L4
L5
L6
Length
90.39'
50.00'
6.29'
97.67'
97.67'
50.00'
Direction
N22°14'27"E
S22°14'27"W
S22°14'27"W
S67°45'41"E
S67°45'41"E
S22°14'19"W
Line Table
Line #
L7
L8
L9
L10
L11
L12
Length
53.15'
44.35'
30.01'
23.31'
3.96'
4.25'
Direction
N10°51'47"E
S67°45'41"E
S67°45'41"E
S67°45'41"E
N22°47'57"E
S22°47'57"W
Line Table
Line #
L13
L14
L15
L16
L17
Length
1193.44'
1193.44'
43.47'
30.01'
42.84'
Direction
S56°10'42"E
N56°10'42"W
S89°39'48"E
S01°32'20"W
N89°39'48"W
GEORGETOWN, TX 78626
STEGERBIZZELL.COM
>>ENGINEERS >>PLANNERS >>SURVEYORS
512.930.9412
SERVICES
METRO
ADDRESS 1978 S. AUSTIN AVENUE
WEB
DRAWN BY: gad REVIEWED BY:APPROVED BY:
LEGEND
- 1/2" IRON PIN FOUND WITH CAP STAMPED "RPLS 5784"
OR "RPLS 2218"(UNLESS STATED OTHERWISE)
- 1/2" IRON PIN SET WITH CAP STAMPED "STEGER BIZZELL"
P.U.E. - PUBLIC UTILITY EASEMENT
B.L. - BUILDING LINE
- FENCE CORNER POST FOUND
LOCATION MAP - 1"=2000'
JOB No. 22130 DATE: 6-Sep-17 SHEET 1 of 2
PRELIMINARY PLAT
ESTRAYA GEORGETOWN
A 39.804 Acre Subdivision situated in the
William Addison Survey Abstract No.21
Williamson County, Texas
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.
TEXAS REGISTERED ENGINEERING FIRM F-181
TBPLS FIRM No.10003700
SCALE: 1"=150'
OWNERS:
GTOWN 120 HOLDINGS, LP
221 W 6th STREET, SUITE 1030
AUSTIN, TEXAS 78701
ENGINEER:
KIMLEY-HORN
10814 JOLLYVILLE RD.
CAMPUS IV, SUITE 300
AUSTIN, TEXAS 78759
SURVEYOR:
STEGER BIZZELL
1978 S. AUSTIN AVE.
GEORGETOWN, TEXAS 78626
SITE
CASE No. PP-2017-004
FOR REVIEW.
THIS DOCUMENT IS RELEASED FOR THE
PURPOSE OF REVIEW UNDER THE
AUTHORITY OF HARRISON HUDSON P.E.
REG. #109973 ON 9/6/17. IT IS NOT TO BE
USED FOR BIDDING, PERMIT OR
CONSTRUCTION.
0 150 300
GENERAL NOTES:
1.Total Acres: 39.804 Ac.
2.Number of Lots: 3
3.Number of Blocks: 1
4.Linear feet of new street: 265 L.F.
All bearings and coordinates are
referenced to the Texas Coordinate
System, Central Zone. NAD 83/93 HARN
horizontal control datum and NAVD 88
vertical control datum. All coordinates are
grid. All distances are surface in U.S.
survey feet using a grid to surface
combined factor of 1.00013.
DETAIL A
SCALE 1"=50'
Page 30 of 31
HERITAGE TREE LIST
TAG #
30
39
45
47
50
64
74
76
79
80
81
83
84
85
90
96
99
100
102
104
Description
33in LIVE OAK
28in (M) LIVE OAK
39in (M) LIVE OAK
29in (M) LIVE OAK
31in (M) LIVE OAK
31in (M) LIVE OAK
28in LIVE OAK
30in (M) LIVE OAK
37in LIVE OAK
32in LIVE OAK
34in LIVE OAK
26in LIVE OAK
28in LIVE OAK
32in LIVE OAK
26in (M) LIVE OAK
27in LIVE OAK
27in LIVE OAK
33in LIVE OAK
32in LIVE OAK
34in LIVE OAK
HERITAGE TREE LIST
TAG #
108
112
117
120
129
132
135
151
164
165
166
167
169
170
175
176
177
Description
32in (M) LIVE OAK
29in LIVE OAK
26in (M) ELM
32in LIVE OAK
41in (M) LIVE OAK
33in (M) LIVE OAK
27in LIVE OAK
28in POST OAK
35in LIVE OAK
35in LIVE OAK
36in LIVE OAK
43in LIVE OAK
35in LIVE OAK
41in LIVE OAK
31in (M) LIVE OAK
27in LIVE OAK
38in LIVE OAK
GEORGETOWN, TX 78626
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TEXAS REGISTERED ENGINEERING FIRM F-181
TBPLS FIRM No.10003700
JOB No. 22130 DATE: 6-Sep-17 SHEET 2 of 2 DRAWN BY: gad
PRELIMINARY PLAT
ESTRAYA GEORGETOWN
A 39.804 Acre Subdivision situated in the
William Addison Survey Abstract No.21
Williamson County, Texas
CASE No. PP-2017-004
FOR REVIEW.
THIS DOCUMENT IS RELEASED FOR THE PURPOSE
OF REVIEW UNDER THE AUTHORITY OF HARRISON
HUDSON P.E. REG. #109973 ON 9/6/17. IT IS NOT TO
BE USED FOR BIDDING, PERMIT OR CONSTRUCTION.
STATE OF TEXAS {
KNOW ALL MEN BY THESE PRESENTS
COUNTY OF WILLIAMSON {
I, Miguel A. Escobar, 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 ____________________ , 2017.
Meguel A. Escobar
Registered Professional Surveyor No. 5630
State of Texas
STATE OF TEXAS {
KNOW ALL MEN BY THESE PRESENTS
COUNTY OF WILLIAMSON {
I, Harrison Hudson, 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 48491C0295E 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 ______________________, 2017.
__________________________________
Harrison Hudson
Registered Professional Engineer No.109973
State of Texas
A Preliminary Plat for a subdivision to be known as ESTRAYA GEORGETOWN has been approved according to
the minutes of the meeting of the Georgetown Planning and Zoning Commission on the _______ day of
_________________, 2017, A.D.
______________________________________ _________________________________
Josh Schroeder, Chairman Date
______________________________________ _________________________________
<name of current P&Z Secretary>, Secretary Date
DESCRIPTION OF
DESCRIPTION OF A 39.804 ACRE TRACT OF LAND LOCATED IN THE WILLIAM ADDISON SURVEY, ABSTRACT 21,
WILLIAMSON COUNTY, TEXAS, BEING OUT OF THAT CERTAIN 78.29 ACRE TRACT OF LAND DESIGNATED AS TRACT
2 IN A SPECIAL WARRANTY DEED TO GTOWN 120 HOLDINGS, L.P., OF RECORD IN DOCUMENT NUMBER
2013014417, OF THE OFFICIAL PUBLIC RECORDS, SAID 39.804 ACRE TRACT OF LAND BEING MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at a 1/2 inch iron rod found on the west line of that certain 110.09 acres, called Tract 1, of record in Document
No. 2016058731, of the Official Public Records of Williamson County, Texas, for the most northerly corner of that certain
tract of land, called 12.03 acres, as conveyed to Williamson County by deed of record in Document No. 2002068217, of the
Official Public Records of Williamson County, Texas, for the eastern most northeast corner of said 78.29 acre tract of land
and the herein described tract;
THENCE, with the west line of the said 12.03 acre Williamson County tract (Inner Loop), same line being the east line of said
78.29 acre tract, the following three (3) courses and distances:
1.with a curve to the right, an arc distance of 114.06 feet, having a radius of 1100.00 feet, a central angle of 5°56'27",
and a ĐŚŽƌĚƚŚĂƚďĞĂƌƐ^ŽƵƚŚϭϰΣϬϲΖϬϳΗtĞƐƚ͕ĂĐŚŽƌĚĚŝƐƚĂŶĐĞŽĨϭϭϰ͘ϬϭĨĞĞƚ, (Record: Radius = 1100.00 feet, Long
Chord bears South 16° 32' 45” West, 113.71 feet, arc distance of 113.76 feet) to a 1/2 inch iron rod with cap
stamped “RPLS 2218” found at the beginning of a curve to the left;
2. with a non-tangent curve to the left, an arc distance of 331.48 feet, having a radius of 677.27 feet, a central angle of
28°02'33", and a ĐŚŽƌĚƚŚĂƚďĞĂƌƐ^ŽƵƚŚϬϯΣϬϮΖϯϱΗtĞƐƚ͕ĂĐŚŽƌĚĚŝƐƚĂŶĐĞŽĨϯϮϴ͘ϭϴĨĞĞƚ, (Record: Radius = 677.27
feet, Long Chord bears South 5° 28' 45” West, 328.18 feet, arc distance of 331.48 feet) to a 1/2 inch iron rod with
cap stamped “RPLS 2218” found;
3.^ŽƵƚŚϬϵΣϰϭΖϰϬΗ ĂƐƚ (Record: South 7° 15' 30” East), at a distance of 39.84 feet, pass a 1/2 inch iron rod with cap
stamped “RPLS 5784” found, in all a total distance of 130.39 feet to a point for the southeast corner of the herein
described tract;
THENCE, over and across said 78.29 acre tract, the following six (6) courses and distances:
1.^ŽƵƚŚϴϲΣϯϲΖϯϲΗtĞƐƚ, a distance of 146.69 feet, to a point;
2.EŽƌƚŚϬϯΣϮϯΖϯϰ͟tĞƐƚ, a distance of 90.00 feet, to a point;
3.^ŽƵƚŚϴϲΣϯϲΖϯϲΗtĞƐƚ, a distance of 405.99 feet, to a 1/2 inch iron rod with cap stamped “RPLS 5784” found;
4.with a tangent curve to the right, an arc distance of 262.32 feet, having a radius of 898.70 feet, a central angle of
16°43'26", and a ĐŚŽƌĚƚŚĂƚďĞĂƌƐEŽƌƚŚϴϱΣϬϭΖϰϭΗtĞƐƚ͕ĂĐŚŽƌĚĚŝƐƚĂŶĐĞŽĨϮϲϭ͘ϯϵĨĞĞƚ, to a 1/2 inch iron rod
with cap stamped “RPLS 5784” found for a point of reverse curvature;
5.with said reverse curve to the left, an arc distance of 141.53 feet, having a radius of 100.01 feet, a central angle of
81°05'35", and ĂĐŚŽƌĚƚŚĂƚďĞĂƌƐ^ŽƵƚŚϲϮΣϰϳΖϭϱΗtĞƐƚ͕ĂĐŚŽƌĚĚŝƐƚĂŶĐĞŽĨϭϯϬ͘ϬϭĨĞĞƚ, to a 1/2 inch iron rod
with cap stamped “RPLS 5784” found;
6.^ŽƵƚŚϮϮΣϭϰΖϮϳΗtĞƐƚ, a distance of 146.68 feet, to a 1/2 inch iron rod with cap stamped “RPLS 5784” found;
THENCE, ^ŽƵƚŚϴϵΣϯϮΖϱϬΗtĞƐƚ, at a distance of 31.39 feet, pass a 2 inch fence corner post found for an interior corner of
the 78.29 acre tract of land, same point being the northeast corner of that certain 1.682 acre tract of land conveyed to L.A.
Crabb, of record in Document No. 1995055228, said Official Public Records and continuing South 89°32'50" West (Record =
North 88° 01' West), with an interior line of said 78.29 acre tract of land, in all a total distance of 225.39 feet, to a 2 inch
fence corner post found for an interior corner of the said 78.29 acre tract of land for the northwest corner of said 1.682
acre Crabb Tract, for an interior corner hereof;
THENCE, with an easterly line of said 78.29 acre tract, same being the west line of the said 1.682 acre Crabb tract the
following three (3) courses and distances:
1.^ŽƵƚŚϭϬΣϰϮΖϭϬΗ ĂƐƚ (Record = South 8° 16' East), a distance of 139.64 feet (Record = 139.64 feet), to a 2 inch fence
corner post
2.^ŽƵƚŚϮϲΣϮϭΖϮϳΗtĞƐƚ (Record = South 28° 48' West), a distance of 237.32 feet (Record = 237.22 feet), to a 1/2 inch
iron rod with cap stamped “RPLS 2218” found;
3.^ŽƵƚŚϭϱΣϰϬΖϭϰΗ ĂƐƚ (Record = South 13° 13' East), a distance of 162.05 feet (Record = 162.15 feet), to a 1/2 inch
iron rod with cap stamped “RPLS 2218” found on the north line of that certain 0.95 acre tract of land conveyed to
Brian and Bernice Wilson, of record in Document No. 2016075861, said Official Public Records, for a corner of 78.29
acre tract, and the southwest corner of the said 1.682 acre Crabb tract, for a corner herein described tract;
THENCE, with a southerly line of the said 78.29 acre tract, the following two (2) courses and distances:
1.^ŽƵƚŚϲϵΣϮϮΖϱϭΗtĞƐƚ (Record = South 71° 57' 30” West), a distance of 110.43 feet (Record = 110.22 feet), to a 1/2
inch iron rod with cap stamped “RPLS 2218” found;
2.EŽƌƚŚϴϬΣϰϭΖϱϰΗtĞƐƚ (Record = North 78° 17' West), a distance of 222.24 feet (Record = 222.32 feet), to a 1/2 inch
iron rod with cap stamped “RPLS 2218” found;
THENCE, with a west and north line of said 78.29 acre tract, same being the east and south line of the said 117.48 acre
Southwestern University tract, respectively, the following twelve (12) courses and distances;
1.EŽƌƚŚϯϬΣϭϳΖϰϬΗtĞƐƚ (Record = North 27° 50' 30” West), a distance of 973.98 feet (Record = 973.75 feet), to a 1/2
inch iron rod with cap stamped “RPLS 2218” found;
2.EŽƌƚŚϬϲΣϬϰΖϬϭΗ ĂƐƚ (Record = North 8° 18' 30” East), a distance of 145.87 feet (Record = 145.13 feet), to a 1/2 inch
iron rod with cap stamped “RPLS 2218” found;
3.EŽƌƚŚϬϬΣϬϴΖϭϰΗtĞƐƚ (Record = North 2° 25' 30” East), a distance of 163.66 feet (Record = 164.09 feet), to a 1/2
inch iron rod with cap stamped “RPLS 2218” found;
4.EŽƌƚŚϱϯΣϮϮΖϰϬΗ ĂƐƚ (Record = North 55° 46' 30” East), a distance of 134.19 feet (Record = 134.29 feet), to a 1/2
inch iron rod with cap stamped “RPLS 2218” found;
5.EŽƌƚŚϱϭΣϱϯΖϮϭΗ ĂƐƚ (Record = North 54° 20' East), a distance of 259.24 feet (Record = 259.15 feet), to a 1/2 inch
iron rod with cap stamped “RPLS 2218” found;
6.EŽƌƚŚϱϱΣϮϭΖϭϱΗ ĂƐƚ (Record = North 57° 47' East), a distance of 386.73 feet (Record = 386.67 feet), to a 1/2 inch
iron rod with cap stamped “RPLS 2218” found;
7.^ŽƵƚŚϯϵΣϰϯΖϰϮΗ ĂƐƚ (Record = South 37° 14' East), a distance of 250.66 feet (Record = 250.80 feet), to a 1/2 inch
iron rod with cap stamped “RPLS 2218” found;
8.^ŽƵƚŚϲϲΣϭϴΖϱϮΗ ĂƐƚ (Record = South 63° 54' 30” East), a distance of 269.56 feet (Record = 269.51 feet), to a 1/2
inch iron rod with cap stamped “RPLS 2218” found;
9.^ŽƵƚŚϴϭΣϱϭΖϭϵΗ ĂƐƚ (Record = South 79° 26' 30” East), a distance of 325.32 feet (Record = 325.37 feet), to a 1/2
inch iron rod with cap stamped “RPLS 2218” found;
10.^ŽƵƚŚϳϴΣϭϰΖϭϯΗ ĂƐƚ (Record = South 75° 44' 30” East), a distance of 223.12 feet (Record = 223.23 feet), to a 1/2
inch iron rod with cap stamped “RPLS 2218” found;
11.EŽƌƚŚϴϯΣϯϮΖϱϲΗ ĂƐƚ (Record = North 85° 58' East), a distance of 251.03 feet (Record = 251.00 feet), to a 1/2 inch
iron rod with cap stamped “RPLS 2218” found;
12.EŽƌƚŚϳϰΣϱϴΖϱϭΗ ĂƐƚ (Record = North 77° 27' 30” East), a distance of 210.09 feet (Record = 210.12 feet), to a 1/2
inch iron rod with cap stamped “RPLS 2218” found;
THENCE, ^ŽƵƚŚϮϭΣϯϵΖϰϵΗ ĂƐƚ (Record = South 19° 01' East), with the east line of said 78.29 acre tract, same being the
west line of the said 110.09 acre Tract 1, a distance of 114.74 feet (Record = 114.76 feet), the POINT OF BEGINNING, and
containing 39.804 acres of land, more or less, within these metes and bounds.
GENERAL NOTES:
1.Utility providers for this development are Water: City of Georgetown, Wastewater/septic: City of Georgetown, and Electric: City
of Georgetown.
2.All structures/ obstructions are prohibited in drainage easements.
3.There are no areas within the boundaries of this subdivision in the 100-year floodplain as defined by FIRM Map Number
48791C0295E, effective date of Sept. 26, 2008.
4.Prior to any channel alteration or bridge construction, which will change existing flood patterns or elevations, a Letter of Map
Amendment must be submitted to the City of Georgetown Floodplain Administrator for approval and approval by the Federal
Emergency Management Agency.
5.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.
6.Parkland Dedication requirements will be met as outlined in the PUD Ordinance 2017-06.
7.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. Approved removal does not require modification of the plat.
8.A 10-foot Public Utility Easement is reserved along all street frontages within this plat.
9.The monuments of this plat have been rotated to the NAD 83/93 HARN - Texas Central Zone and NAVD 88.
10.Impervious Coverage Plat Notes - Residential Lots:
The maximum impervious coverage per residential lot is according to the following table which was recorded in PUD Ordinance
No. 2017-06:
MAXIMUM IMPERVIOUS COVER ALLOWED PER LAND USE
LAND USE ALLOWABLE I.C.
Parkland 30%
Residential (multi-family)60%
Residential (single family)55%
11.Impervious Coverage Plat Notes - Non-Residential Lots:
The maximum impervious coverage per residential lot is according to the following table which was recorded in PUD Ordinance
No. 2017-06:
MAXIMUM IMPERVIOUS COVER ALLOWED PER LAND USE
LAND USE ALLOWABLE I.C.
Non-Residential 80%
12.The landowner assumes all risks associated with improvements located in the right-o-fway,or road widening easements. By
placing anything in the right-of-way or road widening easements, the landowner 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
attributable 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.
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
assumes 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.Right-of-way easements for widening roadways or improving drainage shall be maintained by the landowner 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.
16.This plat is subject to the provisions of the City of Georgetown Water Conservation Ordinance.
17.The subdivision subject to this application is subject to the Water Quality Regulations of the City of Georgetown.
18.A Geologic Assessment, in accordance with the City of Georgetown Water Quality Regulations, was completed on June 5, 2017.
Any springs and streams as identified in the Geologic Assessment are shown herein.
19.Right-of-way easements for widening roadways or improving drainage shall be maintained by the landowner 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.
20.No construction in Lot 1 may begin until the Texas Commission on Environmental Quality TCEQ has approved the Water
Pollution Abatement Plan (WPAP) in writing.
21.Control monuments as shown: It is the practice of STEGER BIZZELL to monument all corners (If practical) upon completion of
construction. Typical monument is a 1/2-Inch iron rod with a "STEGER BIZZELL” plastic cap.
22.All plat boundary corners are staked with 1/2 -Inch iron rods with plastic caps stamped “STEGER BIZZELL” unless otherwise
indicated.
23.The subdivision subject to this application is subject the Water Quality Regulations of the City of Georgetown.
24.All water quality, sedimentation, filtration, water quality, detention, and/or retention basins, features, and related
appurtenances shall be situated within a drainage easement, drainage lot or as shown on site plan. The owners, or its assignees
of the tracts upon which are located such easements, appurtenances, and detention and water quality facilities shall maintain
and be responsible for their maintenance, routine inspection and upkeep.
28. Lot 1 shall be reserved for the purpose of a natural trail as described in Ordinance 2017-06, and shall contain no development
features of or for any other lot within this subdivision, notwithstanding drainage easements, structures or other utility
structures (including lift stations).
29.Street Reserve will be dedicated and built upon request of the City by the developer at no cost to the City.
30.A Subdivision Variance (city project number WAV-2017-001) was approved allowing for secondary access and frontage to the
parkland lot to be provided via the 30' Access Easement as shown herein.
Page 31 of 31