HomeMy WebLinkAboutAgenda_P&Z_04.18.2017Notice of Meeting for the
Planning and Zoning Commission
of the City of Georgetown
April 18, 2017 at 6:00 PM
at Council Chambers, 101 East 7th Street, Georgetown, TX 78626
The City o f G eo rgeto wn is committed to comp lianc e with the Americans with Dis abilities Ac t (ADA). If yo u
req uire as s is tanc e in participating at a p ublic meeting d ue to a disability, as d efined und er the ADA, reas onab le
as s is tance, ad ap tatio ns , or acc o mmo d ations will b e provid ed up o n req uest. P leas e c o ntact the City Sec retary's
Office, at leas t three (3) days prior to the sc hed uled meeting d ate, at (512) 930-3652 o r City Hall at 113 Eas t 8th
Street fo r add itional info rmation; TTY us ers ro ute through Relay Texas at 711.
Public Wishing to Address the Board
On a sub ject that is pos ted on this agend a: Pleas e fill out a speaker regis tration form which c an b e found at the
Bo ard meeting. C learly p rint yo ur name, the letter o f the item o n which yo u wis h to s p eak, and present it to the
Staff Liais o n, p referab ly p rio r to the s tart of the meeting. You will be called forward to speak when the Board
cons id ers that item.
On a sub ject not pos ted on the agend a: Pers ons may add an item to a future Bo ard agenda b y filing a written
req uest with the S taff Liaison no later than one week prior to the Board meeting. T he req uest mus t inc lude the
s p eaker's name and the s p ecific to p ic to b e ad d res s ed with sufficient information to info rm the b o ard and the
p ublic . For Board Liais on c o ntact info rmatio n, pleas e lo gon to
http://go vernment.georgetown.o rg/category/b o ard s -commissions /.
A As of the d ead line, no persons were signed up to s peak on items other than thos e p o s ted o n the agend a.
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 Ap ril 4, 2017 P &Z meeting. Karen Fros t, Rec o rd ing Secretary
C Co nsideration and possible actio n o n a Preliminary Plat amend ment fo r 817 s ingle-family residential lots
and 3 multi-family lo ts o n 353.08 ac res kno wn as Saddlecreek Subdivision. (PP -2016-013). Caro lyn
Ho rner, AIC P, P lanner
D Co nsideration and possible actio n o n a Preliminary Plat for 69 ac res in the W. Addison S urvey, to be
known as Carlson Place. (P P-2016-008) Juan Enriq uez, P lanner
Legislativ e Regular Agenda
E Public Hearing and possible actio n o n a req ues t to Rezone 0.63 ac res , lo c ated at 1301 West Street
and 609 W 14th Street, fro m the Office (OF ) Dis tric t to the To wnhous e (T H) District, to b e known as
West Street Townhomes. (REZ-2017-004) C aro lyn Ho rner, AICP, Planner
F Public Hearing and possible actio n o n a req ues t for a Special Use Permit for AAA Storage , 7.32
Page 1 of 105
ac res , loc ated at 1301 NE Inner Loop, fo r ind o o r sto rage (SUP-2017-001). C aro lyn Ho rner, AICP,
Planner
G Public Hearing and p o s s ib le ac tion on a Replat of a Final Plat for 2.34 ac res of Oak Crest
Ranc hettes Lo t 12, lo cated at 614 Oak G ro ve Lane. (FP -2016-044, 614 Oak Gro ve Lane Rep lat) S.
Nathan Jo nes -Meyer, P lanner
H Public Hearing and possible actio n o n a req ues t to Rezone 87.517 acres lo cated at the inters ectio n of
Westingho us e Road and the extens io n of Mays Street, from MF-1 Dis tric t (Multifamily), C-1 (Lo cal
c o mmercial), and Busines s P ark (BP) to the Planned Unit Develo p ment Dis trict (P UD)to be known as
New Westinghouse Investors Tract. (REZ-2016-031). Sofia Nelson, P lanning Directo r
I Pres entatio n and d is cus s io n o f the CAMP O/C ity of Geo rgeto wn Williams Drive S tud y Concept Plan –
Nathaniel Waggoner, AICP, P MP, Transp o rtatio n Analys t, and And reina Dávila-Quintero , Projec t
Co o rd inator
J Dis cus s ion Items :
Update on the Unified Development C o d e Advis o ry Committee (UDC AC ) meetings .
(Commis s ioner Bargainer)
Update on the Geo rgeto wn Transp o rtatio n Ad visory Board (GTAB) meetings .
Ques tio ns o r c o mments from Commis s io ners-in-Training about the ac tio ns and matters c o nsidered
on this agenda.
Remind er of the next P lanning and Zoning Co mmis s io n meeting on May 2, 2017 at Co uncil
Chamb ers loc ated at 101 East 7th Street, s tarting at 6:00 p m.
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 105
City of Georgetown, Texas
Planning and Zoning
April 18, 2017
SUBJECT:
Cons id eration o f the Minutes fro m the Ap ril 4, 2017 P&Z meeting. Karen F ro s t, R ecording Sec retary
ITEM SUMMARY:
FINANCIAL IMPACT:
NA
SUBMITTED BY:
ATTACHMENTS:
Description Type
Minutes _P&Z_04.04.2017 Backup Material
Page 3 of 105
P&Z Minutes Page 1 of 2
April 4, 2017
City of Georgetown, Texas
Planning and Zoning Commission Meeting
Minutes
Tuesday, April 4, 2017 at 6:00 p.m.
Council and Courts Building
101 East 7th Street, Georgetown, Texas 78626
Commissioners present: Josh Schroeder, Chair; Tim Bargainer, Secretary; Alex Fuller, Jerry
Hammerlun, John Marler, Kevin Pitts, Vice-Chair and Andy Webb
Alternates: Aaron Albright and Travis Perthuis
Staff Present: Sofia Nelson, Planning Director; Carolyn Horner, Planner; and Karen Frost, Recording
Secretary.
A. Chair Schroeder called the meeting to order at 6:01 p.m. and Hammerlun 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
A. Consideration of the Minutes from the March 7, 2017 P&Z meeting. Karen Frost, Recording
Secretary
B. Consideration and possible action on a Preliminary Plat for 5.441 acres in the C. Joyner and G. B.
Mayhill Surveys to be known as Highland Overlook. (PP-2016-007) Valerie Kreger, AICP, Principal
Planner
C. Consideration and possible action on a Preliminary Plat for 0.901 acres in the Isaac Jones Survey, to
be known as Gatlin Creek Section 2. (PP-2016-015) Valerie Kreger, ACIP, Principal Planner
D. Consideration and possible action on a Preliminary Plat for 207.15 acres in the W. Addison and C.
Bell Surveys, to be known as Kasper. (PP-2016-009) Carolyn Horner, AICP, Planner
E. Consideration and possible action on a Preliminary/Final Plat for Merritt Heritage Subdivision,
located at 4700 Williams Drive, to be known as Merritt Heritage Senior Village. (PFP-2016-008) Juan
Enriquez, Planner
Motion by Bargainer, second by Pitts to approve the consent agenda as presented. Approved 7 –
0.
Legislative Regular Agenda
F. Public Hearing and possible action on a request to Rezone AAA Storage, 7.32 acres, located at 1301
NE Inner Loop, from the Agricultural (AG) District to the Local Commercial (C-1) District. (REZ-
Page 4 of 105
P&Z Minutes Page 2 of 2
April 4, 2017
2017- 001) Carolyn Horner, AICP, Planner
Horner presented the staff report and recommends approval of the request.
Schroeder opened the public hearing and with no speakers coming forth, closed the hearing.
Motion by Bargainer, second by Fuller to recommend the rezoning request to City Council.
Approved 7 – 0.
G. Public Hearing and possible action on a request to Rezone approximately 6.5 acres in the Porter
Survey located at 1308,1402, and 1502 Williams Drive from Local Commercial (C-1) to the Planned
Unit Development (PUD) District. (REZ-2016-028, Gabriel’s Bluff) Sofia Nelson, Planning Director
This item was pulled prior to the meeting by the applicant.
Motion to adjourn by Marler, second by Fuller at 6:06 p.m.
____________________________________ ____________________________________
Josh Schroeder, Chair Tim Bargainer, Secretary
Page 5 of 105
City of Georgetown, Texas
Planning and Zoning
April 18, 2017
SUBJECT:
Cons id eration and p o s s ib le ac tion on a Preliminary Plat amendment fo r 817 s ingle-family res id ential lots
and 3 multi-family lots on 353.08 acres known as Saddlecreek Subdivision. (P P-2016-013). Carolyn
Horner, AICP, Planner
ITEM SUMMARY:
Background:
The City annexed this p ro p erty in 2006. In 2014, City Counc il ap p ro ved an in-c ity Municipal Utility Distric t
(MUD) for the p ro p erty. P lanned Unit Development (P UD) zoning on the p roperty was ap p ro ved b y the
City Counc il in 2015. In March, 2016, the Planning and Zo ning Commission reviewed and approved a
Preliminary Plat fo r this s ite.
This Preliminary P lat amendment inc reas es the number o f single-family resid ential lots within the overall
d evelopment by 10, and c hanges the phas e numb ers within the original p lat boundary.
Public Comment:
No p ublic notic es req uired fo r this p reliminary p lat.
Staff Recommendation:
The p ro p o s ed Preliminary Plat meets the requirements of the UDC and the P lanned Unit Development and
is presented for approval.
FINANCIAL IMPACT:
None studied at this time.
SUBMITTED BY:
Carolyn Horner, AICP, Planner, and Sofia Nels o n, C NU-A, P lanning Director
ATTACHMENTS:
Description Type
Staff Report Cover Memo
Location Map Backup Material
Preliminary Plat Backup Material
Page 6 of 105
Georgetown Planning Department Staff Report
Saddlecreek – Preliminary Plat amendment Page 1 of 2
Report Date: April 13, 2017
File No: PP‐2016‐013
Project Planner: Carolyn Horner, AICP, Planner
Item Details
Project Name: Saddlecreek
Project Address: Not assigned at this time
Applicant: Pape‐Dawson Engineers
Owner: Woodhull Ventures 2015, L.P.
Total Acreage: 353.08 acres
Legal Description: 353.08 acres in the Addison and
Stubblefield Surveys
Plat Summary
Proposed Lots: 817 residential lots, 1 amenity center lot
Heritage Trees: 10 Heritage trees
Site Information
This property is located between Rockride Land, Sam Houston Avenue, and Highway 130. The
site has a natural drainage feature bisecting the center, which will be enhanced with ponds and
trails.
Background
The City annexed this property in 2006. In 2014, City Council approved an in‐city Municipal
Utility District (MUD) for the property. Planned Unit Development (PUD) zoning on the
property was approved by the City Council in 2015. The Planned Unit Develop guidelines for
this area contain a mix of uses, including residential, multi‐family and commercial. In March,
2016, the Planning and Zoning Commission reviewed and approved a Preliminary Plat for this
site. The largest development type is single family residential lots, including a mix of lot sizes
and design. The multi‐family lots are towards the edges of the development, with access off the
major arterial roads included in this plat. The commercial node is located at the intersection of
two arterials.
This Preliminary Plat amendment increases the number of single‐family residential lots by 10,
and changes the phase numbers within the original plat boundary.
Utilities
Wastewater will be provided by Georgetown Utility Systems (GUS). Electric service is Oncor.
Water is provided by Jonah Special Utility District. Wastewater improvements are detailed in the
Page 7 of 105
Planning Department Staff Report
Saddlecreek – Preliminary Plat Page 2 of 2
Consent Agreement for the MUD. The developerʹs responsibilities include a significant portion
of a gravity sewer line, a portion of the lift station and wet well near the Dove Springs Plant, and
a force main from the lift station.
Transportation
This development will be accessed from Rockride Lane, Bell Gin Road, Sam Houston Avenue,
and a future connection to Texas Highway 130. Right‐of‐way dedication is being provided in
accordance with the City of Georgetown Overall Transportation Plan and the Development
Agreement for the property
Parkland Dedication
Parkland dedication requirements are being met per agreement, and will have approximately 31
acres of parkland and a private amenity center.
Staff Analysis
The proposed Preliminary Plat meets the requirements of the UDC and the Planned Unit
Development and is presented for approval.
Attachments
Attachment 1 – Location Map
Attachment 2 – Preliminary Plat
Page 8 of 105
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Page 16 of 105
City of Georgetown, Texas
Planning and Zoning
April 18, 2017
SUBJECT:
Cons id eration and p o s s ib le ac tion on a Preliminary Plat fo r 69 acres in the W. Ad d is o n Survey, to be
kno wn as Carlson Place. (PP -2016-008) Juan Enriquez, Planner
ITEM SUMMARY:
Background:
The s ubjec t s ite is loc ated eas t of SE Inner Loop and west of S H 130, immediately s o uth o f Churchill
Farms neighborho o d at the terminus of Reinhardt Bo ulevard and Autumn Trail. The p ro p erty is generally
flat and is und eveloped.
Public Comment:
Pub lic notice is not required for a Preliminary Plat. T here have been no inquiries about the plat.
Staff Recommendation:
The p ro p o s ed p reliminary plat meets all the req uirements o f the UDC and is p res ented for approval.
FINANCIAL IMPACT:
None studied at this time.
SUBMITTED BY:
Juan Enriq uez, Planner, and Sofia Nelson, CNU-A, P lanning Directo r
ATTACHMENTS:
Description Type
Staff Report Cover Memo
Attachment 1 - Location Map Backup Material
Attachment 2 - Preliminary Plat Backup Material
Page 17 of 105
Georgetown Planning Department Staff Report
Carlson Place Preliminary Plat Page 1 of 2
Report Date: April 13, 2017
File No: PP-2016-008
Project Planner: Juan Enriquez, Planner
Item Details
Project Name: Carlson Place
Project Address: 801 Carslon Cove
Total Acreage: 69 acres
Legal Description: 69 acres in the W. Addison Survey
Applicant: Bryan Moore, P.E.
Plat Summary
Proposed Lots: 273 residential lots, 4 open space lots
Heritage Trees: 22 Heritage trees. 1 will be removed
Site Information
The subject site is located east of SE Inner Loop and west of SH 130, immediately south of
Churchill Farms neighborhood at the terminus of Reinhardt Boulevard and Autumn Trail.
The property is undeveloped and has several heritage trees throughout the site.
Background
The 69 acre property was annexed into the City on November 28, 2006 by Ordinance No. 2006-
123. At the time of annexation into the City, the default AG District was assigned. The property
was rezoned to the Residential Single-Family District (RS) by Ordinance No. 2016-50.
Utilities
Water and wastewater are served by the City of Georgetown. Electric service is provided by the
ONCOR. It is anticipated that there is adequate capacity to serve this property either by existing
capacity or developer participation in upgrades to infrastructure.
Transportation
The site’s primary inbound and outbound access is currently through Carlson Cove (private
drive) via Rockride Lane. The applicant’s Traffic Impact Analysis (TIA) indicates that the
developer will pay a pro-rata share for street imrovements in the area.
Page 18 of 105
Planning Department Staff Report
Carlson Place Preliminary Plat Page 2 of 2
Parkland Dedication
Parkland dedication requirements are being met per the agreement between the applicant and
the Parks and Recreation Advisory Board which will include 2.26 acres of upland parkland, 7.18
acres of floodplain land and a minimum of $30,000 of improvements to the parkland.
Staff Analysis
The proposed Preliminary Plat meets all of the requirements of the UDC and is presented for
approval.
Attachments
Attachment 1 – Location Map
Attachment 2 – Preliminary Plat
Page 19 of 105
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THIS PROJECT IS REFERENCED FOR ALL BEARING AND COORDINATE BASIS TO
THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF
1983 (NAD83 - 2011 ADJUSTMENT), CENTRAL ZONE (4203).
DISTANCES SHOWN HEREON ARE SURFACE VALUES REPRESENTED IN U.S.
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OF 0.99987081.
TBM 1 - ELEV=766.56'
MAG NAIL SET ALONG BARB WIRE FENCE, APPROXIMATELY 300 FEET EAST OF
THE CENTERLINE OF SE INNER LOOP AND 225 FEET SOUTHWEST OF THE
CENTER OF CUL-DE-SAC OF S. CARRIAGE HILLS DRIVE, ALSO BEING 39.9 FEET
SOUTHEAST OF THE NORTHWEST CORNER OF THE 82.8544 ACRE TRACT
TBM 2 - ELEV=755.61'
"X" CUT IN CONCRETE CURB, ALONG THE NORTHEAST RIGHT-OF-WAY OF
REINHARDT BOULEVARD, APPROXIMATELY 17.9 FEET NORTHWEST OF THE
SOUTHWEST CORNER OF LOT 1, BLOCK G, STONEHEDGE SECTION ONE AND
APPROXIMATELY 140 FEET SOUTH OF THE CENTERLINE OF BELMONT DRIVE
SITE
C
B
A
D
GEORGETOWN, TX 78626
STEGERBIZZELL.COM
>>ENGINEERS >>PLANNERS >>SURVEYORS
512.930.9412
SERVICES
METRO
ADDRESS 1978 S. AUSTIN AVENUE
WEB
DRAWN BY:REVIEWED BY:APPROVED BY:JOB No. DATE: 11-Apr-17 SHEET of
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TEXAS REGISTERED ENGINEERING FIRM F-181
TBPLS FIRM No.10003700
VICINITY MAP - 1" = 1000'22402 1 10
PRELIMINARY PLAT
CARLSON PLACE
A 68.797 ACRE SUBDIVISION SITUATED IN THE
W. ADDISON SURVEY, ABSTRACT NO. 21
CITY OF GEORGETOWN
WILLIAMSON COUNTY, TEXAS
OWNER:
BEVERLY C. THOMPSON, ET UX
801 CARLSON COVE
GEORGETOWN, TEXAS 78626
ENGINEER/SURVEYOR:
STEGER BIZZELL
1978 S. AUSTIN AVE.
GEORGETOWN, TEXAS 78626
TOTAL ACREAGE : 68.797 ACRES
NUMBER OF PHASES: 4
RESIDENTIAL LOTS:273
OPEN SPACE & D.E. LOTS:4
NUMBER OF BLOCKS: 12
LINEAR FEET OF STREETS: 11,009
COLLECTOR PAVEMENT WIDTH:37'
(WEY HILL DRIVE)
TOTAL R.O.W. ACREAGE: 23.14 ACRES
TIA-2016-014
SHEET INDEX
PHASING PLAN SHEETS 1-2
PHASE A SHEETS 3-4
PHASE B SHEETS 5-6
PHASE C SHEETS 7-9
PHASE D SHEETS 10
CASE No.PP-2016-008
Page 21 of 105
Page 22 of 105
131211109875
4
1 3
REINHARDT BLVD
(60' R.O.W)
14 15 16 17 1 2 3 4
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DOC. NO. 201
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N 10204762.471
E 3144229.877
N 10203269.714
E 3144311.093
N 10203117.466
E 3143675.991
WEY HILL DRIVE
S68°29'55"W
336.40'
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114.43'
THIS PROJECT IS REFERENCED FOR ALL BEARING AND COORDINATE BASIS TO
THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF
1983 (NAD83 - 2011 ADJUSTMENT), CENTRAL ZONE (4203).
DISTANCES SHOWN HEREON ARE SURFACE VALUES REPRESENTED IN U.S.
SURVEY FEET BASED ON A SURFACE-TO-GRID COMBINED ADJUSTMENT FACTOR
OF 0.99987081.
TBM 1 - ELEV=766.56'
MAG NAIL SET ALONG BARB WIRE FENCE, APPROXIMATELY 300 FEET EAST OF
THE CENTERLINE OF SE INNER LOOP AND 225 FEET SOUTHWEST OF THE
CENTER OF CUL-DE-SAC OF S. CARRIAGE HILLS DRIVE, ALSO BEING 39.9 FEET
SOUTHEAST OF THE NORTHWEST CORNER OF THE 82.8544 ACRE TRACT
TBM 2 - ELEV=755.61'
"X" CUT IN CONCRETE CURB, ALONG THE NORTHEAST RIGHT-OF-WAY OF
REINHARDT BOULEVARD, APPROXIMATELY 17.9 FEET NORTHWEST OF THE
SOUTHWEST CORNER OF LOT 1, BLOCK G, STONEHEDGE SECTION ONE AND
APPROXIMATELY 140 FEET SOUTH OF THE CENTERLINE OF BELMONT DRIVE
C
B
A
D
SITE
GEORGETOWN, TX 78626
STEGERBIZZELL.COM
>>ENGINEERS >>PLANNERS >>SURVEYORS
512.930.9412
SERVICES
METRO
ADDRESS 1978 S. AUSTIN AVENUE
WEB
DRAWN BY:REVIEWED BY:APPROVED BY:JOB No. DATE: 11-Apr-17 SHEET of
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TEXAS REGISTERED ENGINEERING FIRM F-181
TBPLS FIRM No.10003700
VICINITY MAP - 1" = 1000'22402 3 10
PRELIMINARY PLAT
CARLSON PLACE, PHASE A
A 21.184 ACRE SUBDIVISION SITUATED IN THE
W. ADDISON SURVEY, ABSTRACT NO. 21
CITY OF GEORGETOWN
WILLIAMSON COUNTY, TEXAS
OWNER:
BEVERLY C. THOMPSON, ET UX
801 CARLSON COVE
GEORGETOWN, TEXAS 78626
ENGINEER/SURVEYOR:
STEGER BIZZELL
1978 S. AUSTIN AVE.
GEORGETOWN, TEXAS 78626
TOTAL ACREAGE : 21.184 ACRES
RESIDENTIAL LOTS:76
OPEN SPACE & D.E. LOTS:2
NUMBER OF BLOCKS: 6
LINEAR FEET OF STREETS: 4,178
SMALLEST LOT SIZE:5,673 SQ. FT.
TOTAL ACREAGE R.O.W.:5.25 ACRES
SEE SHEET 4 FOR NOTES
AND CURVE TABLE
CASE No.PP-2016-008
Page 23 of 105
BEING 21.184 ACRES OF LAND SITUATED IN THE W. ADDISON SURVEY, ABSTRACT NO. 21, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A
CALLED 82.8544 ACRE TRACT OF LAND DESCRIBED IN A PARTITION WARRANTY DEED TO BEVERLY C. THOMPSON, ET UX, RECORDED IN DOCUMENT
NO. 2016005382 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, AND ALL OF THAT CERTAIN CALLED 0.954 ACRE TRACT OF LAND
DESCRIBED IN A QUITCLAIM DEED TO DURWOOD M. THOMPSON, JR. OF RECORD IN DOC. No.2016063917, SAID OFFICIAL PUBLIC RECORDS. SAID
21.184 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at a Mag Nail Found for the Northwest corner of said 82.8544 acre tract and the Northeast corner of the remainder portion of a called
103.5913 acre tract of land described in a Special Warranty Deed to the County of Williamson, Texas, recorded in Volume 2332, Page 141 of the
Official Records of Williamson County, Texas, also being in the Southeast line of Lot 4, Block M, STONEHEDGE SECTION TWO, a subdivision recorded in
Cabinet G, Slide 283-285 of the Plat Records of Williamson County, Texas;
THENCE North ϲϴΣϯϴΖϮϬ͟ East along the Northwest line of said 82.8544 acre tract and the Southeast line of said STONEHEDGE SECTION TWO, a
distance of 786.58 feet to a 1/2-inch iron rebar found for the Southeast corner of Lot 13, of said Block M, STONEHEDGE SECTION TWO, also being the
Southwest corner of Lot 14, Block M, STONEHEDGE SECTION ONE, a subdivision recorded in Cabinet G, Slide 280-282 of said Plat Records;
THENCE North ϲϴΣϰϮΖϰϵ͟ East continuing along said Northwest line of the 82.8544 acre tract and the Southeast line of said STONEHEDGE SECTION
ONE, a distance of 332.24 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set for the Northeast corner of the herein described tract, from
which a 1/2-inch iron rebar found for the Northeast corner of said 82.8544 and the Southeast corner of Lot 8, Block A, of said STONEHEDGE SECTION
ONE, also being the Southwest corner of Lot 13, Block A, MEADOWS OF GEORGETOWN, a subdivision recorded in Cabinet Y, Slide 194-196 of said Plat
Records and the Northwest corner of Lot 10, Block D, DOVE SPRINGS SECTION ONE, a subdivision recorded in Cabinet H, Slide 28-29 of said Plat
Records, and also being in the ostensible Northeast line of the W. Addison Survey, Abstract No. 21 and the ostensible Southwest line of the W.
Stubblefield Survey, Abstract No. 556, bears North 68°42'49” East a distance of 1447.93 feet;
THENCE over and across said 82.8544 acre tract, the following twenty nine (29) courses and distances:
1.South ϮϭΣϭϱΖϰϮ͟ East a distance of 105.02 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set for a Point of Curvature of a curve to
the left;
2.Southeasterly along the arc of said curve to the left having a radius of 15.00 feet, an arc length of 23.63 feet, a delta angle of ϵϬΣϭϱΖϰϬ͟, and a
chord which bears South ϲϲΣϮϯΖϯϮ͟ East a distance of 21.26 feet to a 1/2-inch iron rebar with cap stamped “RPLS 5784” set for a Point of
Tangency;
3.South ϭϮΣϯϱΖϬϮ͟ East a distance of 50.61 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set for a Point of Curvature of a curve to the
left;
4.Southwesterly along the arc of said curve to the left having a radius of 15.00 feet, an arc length of 23.49 feet, a delta angle of ϴϵΣϰϰΖϮϬ͟, and a
chord which bears South ϮϯΣϯϲΖϮϴ͟ West a distance of 21.16 feet to a 1/2-inch iron rebar with cap stamped “RPLS 5784” set for a Point of
Tangency;
5.South ϲϴΣϭϵΖϭϯ͟ West a distance of 50.00 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set for a Point of Curvature of a curve to
the left;
6.Northwesterly along the arc of said curve to the left having a radius of 15.00 feet, an arc length of 23.63 feet, a delta angle of ϵϬΣϭϱΖϰϬ͟, and a
chord which bears North ϲϲΣϮϯΖϯϮ͟ West a distance of 21.26 feet to a 1/2-inch iron rebar with cap stamped “RPLS 5784” set for a Point of
Tangency;
7.South ϲϴΣϮϴΖϯϴ͟ West a distance of 231.01 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set for a Point of Curvature of a curve to
the left;
8.Southwesterly along the arc of said curve to the left having a radius of 15.00 feet, an arc length of 23.56 feet, a delta angle of ϵϬΣϬϬΖϬϬ͟, and a
chord which bears South ϮϯΣϮϴΖϯϴ͟ West a distance of 21.21 feet to a 1/2-inch iron rebar with cap stamped “RPLS 5784” set for a Point of
Tangency;
9.South ϲϴΣϮϴΖϯϴ͟ West a distance of 50.00 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set for a Point of Curvature of a curve to
the left;
10.Northwesterly along the arc of said curve to the left having a radius of 15.00 feet, an arc length of 23.56 feet, a delta angle of ϵϬΣϬϬΖϬϬ͟, and a
chord which bears North ϲϲΣϯϭΖϮϮ͟ West a distance of 21.21 feet to a 1/2-inch iron rebar with cap stamped “RPLS 5784” set for a Point of
Tangency;
11.^ŽƵƚŚϲϴΣϮϴΖϯϴ͟tĞƐƚ a distance of 114.43 feet to a 1/2-inch iron rebar with cap stamped “RPLS 5784” set;
12.^ŽƵƚŚϮϭΣϯϭΖϮϮ͟ ĂƐƚ a distance of 396.00 feet to a 1/2-inch iron rebar with cap stamped “RPLS 5784” set
13.^ŽƵƚŚϲϴΣϮϴΖϯϴ͟tĞƐƚ a distance of 129.43 feet to a 1/2-inch iron rebar with cap stamped “RPLS 5784” set;
14.South ϮϭΣϯϭΖϮϮ͟ East a distance of 51.59 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set for a Point of Curvature of a curve to
the left;
15.Southeasterly along the arc of said curve to the left having a radius of 15.00 feet, an arc length of 23.56 feet, a delta angle of ϵϬΣϬϬΖϬϬ͟, and a
chord which bears South ϲϲΣϯϭΖϮϮ͟ East a distance of 21.21 feet to a 1/2-inch iron rebar with cap stamped “RPLS 5784” set for a Point of
Tangency;
16.South ϮϭΣϯϭΖϮϮ͟ East a distance of 50.00 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set for a Point of Curvature of a curve to
the left;
17.Southwesterly along the arc of said curve to the left having a radius of 15.00 feet, an arc length of 23.56 feet, a delta angle of ϵϬΣϬϬΖϬϬ͟, and a
chord which bears South ϮϯΣϮϴΖϯϴ͟ West a distance of 21.21 feet to a 1/2-inch iron rebar with cap stamped “RPLS 5784” set for a Point of
Tangency;
18.South ϮϭΣϯϭΖϮϮ͟ East a distance of 190.75 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set for a Point of Curvature of a curve to
the left;
19.Southeasterly along the arc of said curve to the left having a radius of 25.00 feet, an arc length of 39.27 feet, a delta angle of ϵϬΣϬϬΖϬϬ͟, and a
chord which bears South ϲϲΣϯϭΖϮϮ͟ East a distance of 35.36 feet to a 1/2-inch iron rebar with cap stamped “RPLS 5784” set for a Point of
Tangency;
20.North ϲϴΣϮϴΖϯϴ͟ East a distance of 133.83 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set, from which a 1/2-inch iron rebar with
cap stamped “RPLS 5784” found, bears North 21°12'48” West a distance of 97.90 feet;
21.South ϮϭΣϭϮΖϰϴ͟ East a distance of 505.04 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set for the Southeast corner of the herein
described tract;
22.^ŽƵƚŚϲϴΣϮϴΖϯϴ͟tĞƐƚ a distance of 176.15 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set;
23.^ŽƵƚŚϮϭΣϯϭΖϮϮ͟ ĂƐƚ a distance of 31.54 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set;
24.^ŽƵƚŚϲϴΣϮϴΖϯϴ͟tĞƐƚ a distance of 47.00 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set;
25.^ŽƵƚŚϰϲΣϭϰΖϯϯ͟tĞƐƚ a distance of 101.55 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set;
26.^ŽƵƚŚϲϴΣϮϴΖϯϴ͟tĞƐƚ a distance of 18.95 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set;
27.EŽƌƚŚϮϭΣϯϭΖϮϮ͟tĞƐƚ a distance of 141.00 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set;
28.^ŽƵƚŚϲϴΣϮϴΖϯϴ͟tĞƐƚ a distance of 120.00 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set;
29.EŽƌƚŚϮϭΣϯϭΖϮϮ͟tĞƐƚ a distance of 20.34 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set; and
30.South ϲϴΣϮϴΖϯϴ͟ West a distance of 190.57 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set in the Southwest line of said 82.8544
acre tract and the Northeast line of said remainder portion of the 103.5913 acre tract, from which a 1/2-inch iron rebar found for the Southwest
corner of said 82.8544 acre tract and the Northwest corner of a called 76.8568 acre tract of land described in a Partition Warranty Deed to Dayne
M. Carlson, et ux, recorded in Document No. 2016005383 of said Official Public Records, also being in said Northeast line of the remainder
portion of the 103.5913 acre tract, bears South 21°31'28” East a distance of 478.87 feet;
THENCE North ϮϭΣϯϭΖϮϴ͟ West along said Southwest line of the 82.8544 acre tract and said Northeast line of the remainder portion of the 103.5913
acre tract, a distance of 146.66 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set;
THENCE over and across said 82.8544 acre tract, the following seven (7) courses and distances:
1.EŽƌƚŚϲϴΣϮϴΖϯϴ͟ ĂƐƚ a distance of 315.57 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set;
2.EŽƌƚŚϮϭΣϯϭΖϮϮ͟tĞƐƚ a distance of 202.00 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set;
3.South ϲϴΣϮϴΖϯϴ͟ West a distance of 110.00 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set for a Point of Curvature of a curve to
the left;
4.Southwesterly along the arc of said curve to the left having a radius of 15.00 feet, an arc length of 23.56 feet, a delta angle of ϵϬΣϬϬΖϬϬ͟, and a
chord which bears South ϮϯΣϮϴΖϯϴ͟ West a distance of 21.21 feet to a 1/2-inch iron rebar with cap stamped “RPLS 5784” set for a Point of
Tangency;
Curve Table
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
Delta
090°15'40"
089°44'20"
090°15'40"
090°00'00"
090°00'00"
090°00'00"
090°00'00"
090°00'00"
090°00'00"
090°00'00"
090°00'00"
089°44'20"
007°16'41"
048°11'23"
178°11'45"
047°17'03"
090°00'00"
090°00'00"
Radius
15.00'
15.00'
15.00'
15.00'
15.00'
15.00'
15.00'
15.00'
25.00'
15.00'
15.00'
15.00'
525.00'
25.00'
50.00'
25.00'
15.00'
15.00'
Length
23.63'
23.49'
23.63'
23.56'
23.56'
23.56'
23.56'
23.56'
39.27'
23.56'
23.56'
23.49'
66.69'
21.03'
155.51'
20.63'
23.56'
23.56'
Chord
21.26'
21.16'
21.26'
21.21'
21.21'
21.21'
21.21'
21.21'
35.36'
21.21'
21.21'
21.16'
66.64'
20.41'
99.99'
20.05'
21.21'
21.21'
Ch Brg
S66°23'32"E
S23°36'28"W
N66°23'32"W
S23°28'38"W
N66°31'22"W
S23°28'38"W
S66°31'22"E
S23°28'38"W
S66°31'22"E
S23°28'38"W
N66°31'22"W
N23°36'28"E
N64°50'17"E
N85°17'38"E
N20°17'27"E
N45°09'54"W
N23°28'38"E
S66°31'22"E
Curve Table
Curve #
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
Delta
090°00'00"
090°00'00"
007°16'41"
082°43'19"
000°18'37"
004°56'33"
002°01'30"
005°57'02"
053°15'57"
039°13'55"
041°57'39"
037°47'12"
002°37'06"
004°39'35"
022°57'11"
022°57'53"
Radius
15.00'
15.00'
475.00'
25.00'
525.00'
525.00'
525.00'
50.00'
50.00'
50.00'
50.00'
50.00'
475.00'
475.00'
332.50'
267.50'
Length
23.56'
23.56'
60.34'
36.09'
2.84'
45.29'
18.56'
5.19'
46.48'
34.24'
36.62'
32.98'
21.71'
38.63'
133.20'
107.22'
Chord
21.21'
21.21'
60.30'
33.04'
2.84'
45.28'
18.55'
5.19'
44.83'
33.57'
35.80'
32.38'
21.70'
38.62'
132.31'
106.50'
Ch Brg
N23°28'38"E
N66°31'22"W
S64°50'17"W
S19°50'17"W
N68°19'19"E
N65°41'43"E
N62°12'42"E
S73°35'11"E
N76°48'19"E
N30°33'23"E
N10°02'24"W
N49°54'49"W
S67°10'05"W
S63°31'44"W
S79°59'22"W
N79°59'28"E
5.South ϲϴΣϮϴΖϯϴ͟ West a distance of 50.00 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set for a Point of Curvature of a curve to
the left;
6.Northwesterly along the arc of said curve to the left having a radius of 15.00 feet, an arc length of 23.56 feet, a delta angle of ϵϬΣϬϬΖϬϬ͟, and a
chord which bears North ϲϲΣϯϭΖϮϮ͟ West a distance of 21.21 feet to a 1/2-inch iron rebar with cap stamped “RPLS 5784” set for a Point of
Tangency; and
7.South ϲϴΣϮϴΖϯϴ͟ West a distance of 125.58 feet to a 1/2-inch iron rebar with cap stamped 'RPLS 5784” set in said Southwest line of the 82.8544
acre tract and said Northeast line of said 0.954 acre tract of land;
THENCE South ϮϭΣϯϭΖϮϴ͟ East with the common line of said 8.28544 acre tract and said 0.954 acre tract, a distance of 5.78 feet to a 1/2 inch iron rod
found for the southeast corner of said 0.954 acre tract of land;
THENCE with the south line of said 0.954 acre tract the following four (4) courses and distances:
1.^ŽƵƚŚϲϴΣϮϵΖϱϱ͟tĞƐƚ a distance of 336.40 feet to a 1/2 inch iron rod found for the point of curvature of a curve to the right;
2.Southwesterly along the arc of said curve to the right having a radius of 332.50 feet, an arc length of 113.20 feet, a delta angle of ϮϮΣϱϳΖϭϭ͟, and
a chord which bears ^ŽƵƚŚϳϵΣϱϵΖϮϮ͟tĞƐƚ a distance of 132.31 feet to a 1/2-inch iron rebar found for a Point of Tangency;
3.EŽƌƚŚϴϴΣϯϴΖϯϯ͟tĞƐƚ a distance of 94.13 feet to a 1/2 inch iron rod found;
4.South ϰϲΣϯϬΖϮϴ͟ West a distance of 70.79 feet to a 1/2 inch iron rod found on the easterly right-of-way line of Inner Loop, a 180 foot wide
roadway, as dedicated in Volume 2682, Page 193, of said Official Public Records for the southwest corner of said 0.954 acre tract;
THENCE North ϬϭΣϮϳΖϱϴ͟ East with said easterly right-of-way of Inner Loop, same line being the west boundary line of said 0.954 acre tract, a distance
of 165.18 feet to a 1/2 inch iron rod found for the northwest corner of said 0.954 acre tract;
THENCE with the north line of said 0.954 acre tract the following four (4) courses and distances:
1.^ŽƵƚŚϰϯΣϮϭΖϭϱ͟ ĂƐƚ a distance of 70.61 feet to a 1/2 inch iron rod found;
2.^ŽƵƚŚϴϴΣϯϬΖϯϮ͟ ĂƐƚ a distance of 94.15 feet to a 1/2 inch iron rod found for the point of curvature of a curve to the left;
3.Northeasterly along the arc of said curve to the left having a radius of 267.50 feet, an arc length of 107.22 feet, a delta angle of ϮϮΣϱϳΖϱϯ͟, and a
chord which bears EŽƌƚŚϳϵΣϱϵΖϮϴ͟tĞƐƚ a distance of 106.50 feet to a 1/2-inch iron rebar found for a Point of Tangency;
4.North ϲϴΣϯϬΖϮϵ͟ East a distance of 336.43 feet to a 1/2-inch iron rebar found on said Southwest line of the 82.8544 acre tract, same line being
the Northeasterly line of the remainder portion of a called 103.5913 acre tract, for the northeast corner of said 0.954 acre tract;
THENCE North ϮϭΣϯϭΖϮϴ͟ West along said Southwest line of the 82.8544 acre tract and said Northeast line of the remainder portion of the 103.5913
acre tract, a distance of 922.81 feet to the POINT OF BEGINNING and containing 21.184 acres of land more or less.
Line Table
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
Length
50.61'
50.00'
50.00'
50.00'
31.54'
47.00'
18.95'
20.34'
50.00'
52.45'
27.74'
24.71'
0.15'
65.22'
29.22'
17.78'
70.79'
70.61'
40.64'
55.75'
52.00'
Direction
S12° 35' 02"E
S68° 19' 13"W
S68° 28' 38"W
S21° 31' 22"E
S21° 31' 22"E
S68° 28' 38"W
S68° 28' 38"W
S21° 31' 22"E
S68° 28' 38"W
N61° 11' 57"E
N61° 11' 57"E
N61° 11' 57"E
S21° 31' 22"E
S61° 11' 57"W
N68° 38' 20"E
N68° 42' 49"E
S46° 30' 28"W
S43° 32' 15"E
S82° 52' 15"W
S21° 31' 22"E
N21° 31' 22"W
TREE LIST
TAG# SIZE(IN) TYPE #BOLES TRUNKS(IN)
7601 43 LIVE OAK 2B 35,15
7602 35 LIVE OAK
7603 26 LIVE OAK
7604 27 LIVE OAK 2B 21,11
7605 35 LIVE OAK 3B 18,18,16
7606 36 LIVE OAK
7607 30 LIVE OAK
7608 43 LIVE OAK
7609 47 LIVE OAK 3B 25,24,19
7610 53 LIVE OAK 3B 28,25,25
7611 33 LIVE OAK 2B 23,20
7612 36 LIVE OAK 2B 25,22
7613 29 LIVE OAK 2B 21,16
7614 31 LIVE OAK 2B 21,19
7615 46 ELM
7430 36 LIVE OAK
7432 47 LIVE OAK
7433 36 LIVE OAK
7434*33 LIVE OAK
7435 31 LIVE OAK 2B 22,20
7436 32 LIVE OAK
7437 53 LIVE OAK 2B 36,34
*= TREE TO BE REMOVED
GEORGETOWN, TX 78626
STEGERBIZZELL.COM
>>ENGINEERS >>PLANNERS >>SURVEYORS
512.930.9412
SERVICES
METRO
ADDRESS 1978 S. AUSTIN AVENUE
WEB
DRAWN BY:REVIEWED BY:APPROVED BY:JOB No. DATE: 11-Apr-17 SHEET of
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TEXAS REGISTERED ENGINEERING FIRM F-181
TBPLS FIRM No.10003700
22402 4 10
PRELIMINARY PLAT
CARLSON PLACE, PHASE A
A 21.184 ACRE SUBDIVISION SITUATED IN THE
W. ADDISON SURVEY, ABSTRACT NO. 21
CITY OF GEORGETOWN
WILLIAMSON COUNTY, TEXAS
CASE No.PP-2016-008
Page 24 of 105
1312111098
REINHARDT BLVD
(60' R.O.W)
14 15 16 17 1 2 3 4 5 6 7 8
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W
9
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BLOCK F
BLOCK G
TBM 2
POINT OF
COMMENCING
CLIFFBRAKE WAY
S2
1
°
3
1
'
2
2
"
E
4
6
2
.
5
9
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S2
1
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3
1
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2
2
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E
13
6
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L2
N68°28'38"E
120.00'
L1
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NORTHING =
10204120.258
EASTING =
3144836.338
BLOCK H
S68°28'38"W
115.65'
S68°28'38"W
50.00'
N2
1
°
3
1
'
2
2
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W
11
1
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1
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W
11
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S68°28'38"W 414.29'
N2
1
°
1
5
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4
2
"
W
10
5
.
0
2
'
N68°28'38"E 231.01'
S68°47'33"W 618.65'
C4 C
5 C6
C
7
10' PUE
10' PUE 10' PUE 10' PUE
10' PUE10' PUE10' PUE
10' PUE
10
'
P
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10
'
P
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10
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10
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10
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10
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10
'
P
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E
N 10,204,421.25
E 3,143,828.28
N 10,203,831.80
E 3,144,092.92
POINT OF BEGINNING
N 10,204,762.471
E 3,144,229.877
N 10,205,040.991
E 3,144,944.748
N 10,204,055.590
E 3,144,669.679
N68°28'38"E
50.00'
C
3
N68°28'38"E114.43'
N2
1
°
3
1
'
2
2
"
W
3
9
6
.
0
0
'
N68°28'38"E
129.43'
N2
1
°
3
1
'
2
2
"
W
51
.
5
9
'
N21°31'22"W
50.00'
N2
1
°
3
1
'
2
2
"
W
52
.
0
0
'
C1
C2
S68°28'38"W
50.00'
S21°31'22"E
50.00'
S2
1
°
3
1
'
2
2
"
E
10
1
.
9
2
'
S50°19'21"E
57.06'
C9
C
8
N68°19'13"E 50.00'
N12°35'02"W
50.61'
N68°42'49"E 767.26'
10' PUE
10
'
P
U
E
10
'
P
U
E
THIS PROJECT IS REFERENCED FOR ALL BEARING AND COORDINATE BASIS TO
THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF
1983 (NAD83 - 2011 ADJUSTMENT), CENTRAL ZONE (4203).
DISTANCES SHOWN HEREON ARE SURFACE VALUES REPRESENTED IN U.S.
SURVEY FEET BASED ON A SURFACE-TO-GRID COMBINED ADJUSTMENT FACTOR
OF 0.99987081.
TBM 1 - ELEV=766.56'
MAG NAIL SET ALONG BARB WIRE FENCE, APPROXIMATELY 300 FEET EAST OF
THE CENTERLINE OF SE INNER LOOP AND 225 FEET SOUTHWEST OF THE
CENTER OF CUL-DE-SAC OF S. CARRIAGE HILLS DRIVE, ALSO BEING 39.9 FEET
SOUTHEAST OF THE NORTHWEST CORNER OF THE 82.8544 ACRE TRACT
TBM 2 - ELEV=755.61'
"X" CUT IN CONCRETE CURB, ALONG THE NORTHEAST RIGHT-OF-WAY OF
REINHARDT BOULEVARD, APPROXIMATELY 17.9 FEET NORTHWEST OF THE
SOUTHWEST CORNER OF LOT 1, BLOCK G, STONEHEDGE SECTION ONE AND
APPROXIMATELY 140 FEET SOUTH OF THE CENTERLINE OF BELMONT DRIVE
C
A
D
B
SITE
TREE LIST
TAG# SIZE(IN) TYPE #BOLES TRUNKS(IN)
7601 43 LIVE OAK 2B 35,15
7602 35 LIVE OAK
7603 26 LIVE OAK
7604 27 LIVE OAK 2B 21,11
7605 35 LIVE OAK 3B 18,18,16
7606 36 LIVE OAK
7607 30 LIVE OAK
7608 43 LIVE OAK
7609 47 LIVE OAK 3B 25,24,19
7610 53 LIVE OAK 3B 28,25,25
7611 33 LIVE OAK 2B 23,20
7612 36 LIVE OAK 2B 25,22
7613 29 LIVE OAK 2B 21,16
7614 31 LIVE OAK 2B 21,19
7615 46 ELM
7430 36 LIVE OAK
7432 47 LIVE OAK
7433 36 LIVE OAK
7434*33 LIVE OAK
7435 31 LIVE OAK 2B 22,20
7436 32 LIVE OAK
7437 53 LIVE OAK 2B 36,34
*= TREE TO BE REMOVED
8
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GEORGETOWN, TX 78626
STEGERBIZZELL.COM
>>ENGINEERS >>PLANNERS >>SURVEYORS
512.930.9412
SERVICES
METRO
ADDRESS 1978 S. AUSTIN AVENUE
WEB
DRAWN BY:REVIEWED BY:APPROVED BY:JOB No. DATE: 11-Apr-17 SHEET of
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TEXAS REGISTERED ENGINEERING FIRM F-181
TBPLS FIRM No.10003700
VICINITY MAP - 1" = 1000'22402 5 10
PRELIMINARY PLAT
CARLSON PLACE, PHASE B
A 14.034 ACRE SUBDIVISION SITUATED IN THE
W. ADDISON SURVEY, ABSTRACT NO. 21
CITY OF GEORGETOWN
WILLIAMSON COUNTY, TEXAS
OWNER:
BEVERLY C. THOMPSON, ET UX
801 CARLSON COVE
GEORGETOWN, TEXAS 78626
ENGINEER/SURVEYOR:
STEGER BIZZELL
1978 S. AUSTIN AVE.
GEORGETOWN, TEXAS 78626
TOTAL ACREAGE : 14.034 ACRES
RESIDENTIAL LOTS:74
OPEN SPACE & D.E. LOTS:0
NUMBER OF BLOCKS: 6
LINEAR FEET OF STREETS: 2,608
SMALLEST LOT SIZE:5,681 SQ. FT.
TOTAL ACREAGE R.O.W.2.95 ACRES
SEE SHEET 6 FOR NOTES,
LINE AND CURVE TABLES
CASE No.PP-2016-008
Page 25 of 105
PROPERTY DESCRIPTION
BEING 14.034 ACRES OF LAND SITUATED IN THE W. ADDISON SURVEY, ABSTRACT NO. 21, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A
CALLED 82.8544 ACRE TRACT OF LAND DESCRIBED IN A PARTITION WARRANTY DEED TO BEVERLY C. THOMPSON, ET UX, RECORDED IN DOCUMENT NO.
2016005382 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. SAID 14.034 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY
METES AND BOUNDS AS FOLLOWS:
COMMENCING AT A 1/2-INCH IRON REBAR FOUND FOR THE SOUTHEAST CORNER OF LOT 13, BLOCK M, STONEHEDGE SECTION TWO, A SUBDIVISION
RECORDED IN CABINET G, SLIDE 283-285 OF THE PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS, AND THE SOUTHWEST CORNER OF LOT 14, BLOCK
M, STONEHEDGE SECTION ONE, A SUBDIVISION RECORDED IN CABINET G, SLIDE 280-282 OF SAID PLAT RECORDS, ALSO BEING IN THE NORTHWEST
LINE OF SAID 82.8544 ACRE TRACT, FROM WHICH A MAG NAIL FOUND FOR THE NORTHWEST CORNER OF SAID 82.8544 ACRE TRACT AND THE
NORTHEAST CORNER OF THE REMAINDER PORTION OF A CALLED 103.5913 ACRE TRACT OF LAND DESCRIBED IN A SPECIAL WARRANTY DEED TO THE
COUNTY OF WILLIAMSON, TEXAS, RECORDED IN VOLUME 2332, PAGE 141 OF THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS, ALSO BEING IN
THE SOUTHEAST LINE OF LOT 4, OF SAID BLOCK M, STONEHEDGE SECTION TWO, BEARS SOUTH 68°38'20” WEST A DISTANCE OF 786.58 FEET;
THENCE ALONG SAID NORTHWEST LINE OF THE 82.8544 ACRE TRACT AND THE SOUTHEAST LINE OF SAID STONEHEDGE SECTION ONE, THE FOLLOWING
TWO COURSES AND DISTANCES:
NORTH 68°42'49” EAST A DISTANCE OF 332.24 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET FOR THE POINT OF BEGINNING
OF THE HEREIN DESCRIBED TRACT; AND
NORTH 68°42'49” EAST A DISTANCE OF 767.26 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET ON THE EAST RIGHT-OF-WAY
LINE OF AUTUMN TRAIL, A 50' WIDE ROADWAY DEDICATED ON SAID STONEHEDGE SECTION TWO, FOR THE NORTHEAST CORNER OF THE HEREIN
DESCRIBED TRACT, FROM WHICH A 1/2-INCH IRON REBAR FOUND FOR THE NORTHEAST CORNER OF SAID 82.8544 AND THE SOUTHEAST CORNER OF
LOT 8, BLOCK A, OF SAID STONEHEDGE SECTION ONE, ALSO BEING THE SOUTHWEST CORNER OF LOT 13, BLOCK A, MEADOWS OF GEORGETOWN, A
SUBDIVISION RECORDED IN CABINET Y, SLIDE 194-196 OF SAID PLAT RECORDS AND THE NORTHWEST CORNER OF LOT 10, BLOCK D, DOVE SPRINGS
SECTION ONE, A SUBDIVISION RECORDED IN CABINET H, SLIDE 28-29 OF SAID PLAT RECORDS, AND ALSO BEING IN THE OSTENSIBLE NORTHEAST LINE
OF THE W. ADDISON SURVEY, ABSTRACT NO. 21 AND THE OSTENSIBLE SOUTHWEST LINE OF THE W. STUBBLEFIELD SURVEY, ABSTRACT NO. 556, BEARS
NORTH 68°42'49” EAST A DISTANCE OF 680.49 FEET;
THENCE OVER AND ACROSS SAID 82.8544 ACRE TRACT, THE FOLLOWING THIRTY-FOUR (34) COURSES AND DISTANCES:
1.SOUTH 21°31'22” EAST A DISTANCE OF 101.92 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET FOR A POINT OF CURVATURE
OF A CURVE TO THE LEFT;
2.SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT HAVING A RADIUS OF 15.00 FEET, AN ARC LENGTH OF 23.56 FEET, A DELTA ANGLE
OF 90°00'00”, AND A CHORD WHICH BEARS SOUTH 66°31'22” EAST A DISTANCE OF 21.21 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED
“RPLS 5784” SET FOR THE END OF SAID CURVE;
3.SOUTH 21°31'22” EAST A DISTANCE OF 50.00 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET FOR A POINT OF CURVATURE
OF A CURVE TO THE LEFT;
4.SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT HAVING A RADIUS OF 15.00 FEET, AN ARC LENGTH OF 23.56 FEET, A DELTA ANGLE
OF 90°00'00”, AND A CHORD WHICH BEARS SOUTH 2328'28” EAST A DISTANCE OF 21.21 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED
“RPLS 5784” SET FOR THE END OF SAID CURVE;
5.SOUTH 68°28'38” WEST A DISTANCE OF 50.00 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET;
6.SOUTH 21°31'22” EAST A DISTANCE OF 111.19 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET;
7.SOUTH 68°28'38” WEST A DISTANCE OF 414.29 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET;
8.NORTH 21°31'22” WEST A DISTANCE OF 111.19 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET;
9.SOUTH 68°28'38” WEST A DISTANCE OF 50.00 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET FOR A POINT OF CURVATURE
OF A CURVE TO THE LEFT;
10.NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT HAVING A RADIUS OF 15.00 FEET, AN ARC LENGTH OF 23.56 FEET, A DELTA
ANGLE OF 90°00'00”, AND A CHORD WHICH BEARS NORTH 66°31'22” WEST A DISTANCE OF 21.21 FEET TO A 1/2-INCH IRON REBAR WITH CAP
STAMPED “RPLS 5784” SET FOR THE END OF SAID CURVE;
11.SOUTH 68°28'38” WEST A DISTANCE OF 115.65 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET;
12.SOUTH 21°31'22” EAST A DISTANCE OF 462.59 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET;
13.SOUTH 50°19'21” EAST A DISTANCE OF 57.06 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET;
14.SOUTH 21°31'22” EAST A DISTANCE OF 136.26 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET, FROM WHICH POINT A 1/2
INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784' FOUND BEARS NORTH 68°47'33” EAST A DISTANCE OF 178.77 FEET;
15.SOUTH 68°47'33” WEST A DISTANCE OF 618.65 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” FOUND, FROM WHICH A
1/2-INCH IRON REBAR WITH CAP STAMPED “RPLS 5784” FOUND IN SAID SOUTH LINE OF THE 82.8544 ACRE TRACT AND SAID NORTH LINE OF THE
76.8568 ACRE TRACT, BEARS SOUTH 21°12'48” EAST A DISTANCE OF 1011.18 FEET;
16.SOUTH 82°52'15” WEST, A DISTANCE OF 40.64 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET;
17.NORTH 21°31'22” WEST, A DISTANCE OF 55.75 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET
18.SOUTH 68°28'38” WEST A DISTANCE OF 120.00 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET;
19.NORTH 21°31'22” WEST A DISTANCE OF 52.00 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET FOR A POINT OF
CURVATURE OF A CURVE TO THE RIGHT;
20.NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 15.00 FEET, AN ARC LENGTH OF 23.56 FEET, A DELTA
ANGLE OF 90°00'00”, AND A CHORD WHICH BEARS NORTH 23°28'38” EAST A DISTANCE OF 21.21 FEET TO A 1/2-INCH IRON REBAR WITH CAP
STAMPED “RPLS 5784” SET FOR A POINT OF TANGENCY;
21.NORTH 21°31'22” WEST A DISTANCE OF 50.00 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET FOR A POINT OF
CURVATURE OF A CURVE TO THE RIGHT;
22.NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 15.00 FEET, AN ARC LENGTH OF 23.56 FEET, A DELTA
ANGLE OF 90°00'00”, AND A CHORD WHICH BEARS NORTH 66°31'22” WEST A DISTANCE OF 21.21 FEET TO A 1/2-INCH IRON REBAR WITH CAP
STAMPED “RPLS 5784” SET FOR A POINT OF TANGENCY;
23.NORTH 21°31'22” WEST A DISTANCE OF 51.59 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET;
24.NORTH 68°28'38” EAST A DISTANCE OF 114.43 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET FOR A POINT OF
CURVATURE OF A CURVE TO THE RIGHT;
25.SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 15.00 FEET, AN ARC LENGTH OF 23.56 FEET, A DELTA
ANGLE OF 90°00'00”, AND A CHORD WHICH BEARS SOUTH 66°31'22” EAST A DISTANCE OF 21.21 FEET TO A 1/2-INCH IRON REBAR WITH CAP
STAMPED “RPLS 5784” SET FOR A POINT OF TANGENCY;
26.NORTH 68°28'38” EAST A DISTANCE OF 50.00 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET FOR A POINT OF
CURVATURE OF A CURVE TO THE RIGHT;
27.NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 15.00 FEET, AN ARC LENGTH OF 23.56 FEET, A DELTA
ANGLE OF 90°00'00”, AND A CHORD WHICH BEARS NORTH 23°28'38” EAST A DISTANCE OF 21.21 FEET TO A 1/2-INCH IRON REBAR WITH CAP
STAMPED “RPLS 5784” SET FOR A POINT OF TANGENCY;
28.NORTH 68°28'38” EAST A DISTANCE OF 231.01 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET FOR A POINT OF
CURVATURE OF A CURVE TO THE RIGHT;
29.SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 15.00 FEET, AN ARC LENGTH OF 23.63 FEET, A DELTA
ANGLE OF 90°15'40”, AND A CHORD WHICH BEARS SOUTH 66°23'32” EAST A DISTANCE OF 21.26 FEET TO A 1/2-INCH IRON REBAR WITH CAP
STAMPED “RPLS 5784” SET FOR A POINT OF TANGENCY;
30.NORTH 68°19'13” EAST A DISTANCE OF 50.00 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET FOR A POINT OF
CURVATURE OF A CURVE TO THE RIGHT;
31.NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 15.00 FEET, AN ARC LENGTH OF 23.49 FEET, A DELTA
ANGLE OF 89°44'20”, AND A CHORD WHICH BEARS NORTH 23°36'28” EAST A DISTANCE OF 21.16 FEET TO A 1/2-INCH IRON REBAR WITH CAP
STAMPED “RPLS 5784” SET FOR A POINT OF TANGENCY;
32.NORTH 12°35'02” WEST A DISTANCE OF 50.61 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET FOR A POINT OF
CURVATURE OF A CURVE TO THE RIGHT;
33.NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 15.00 FEET, AN ARC LENGTH OF 23.63 FEET, A DELTA
ANGLE OF 90°15'40”, AND A CHORD WHICH BEARS NORTH 66°23'32” WEST A DISTANCE OF 21.26 FEET TO A 1/2-INCH IRON REBAR WITH CAP
STAMPED “RPLS 5784” SET FOR A POINT OF TANGENCY; AND
34.NORTH 21°15'42” WEST A DISTANCE OF 105.02 FEET TO THE POINT OF BEGINNING AND CONTAINING 14.034 ACRES OF LAND MORE OR LESS.
GEORGETOWN, TX 78626
STEGERBIZZELL.COM
>>ENGINEERS >>PLANNERS >>SURVEYORS
512.930.9412
SERVICES
METRO
ADDRESS 1978 S. AUSTIN AVENUE
WEB
DRAWN BY:REVIEWED BY:APPROVED BY:JOB No. DATE: 11-Apr-17 SHEET of
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TEXAS REGISTERED ENGINEERING FIRM F-181
TBPLS FIRM No.10003700
22402 6 10
PRELIMINARY PLAT
CARLSON PLACE, PHASE B
A 14.034 ACRE SUBDIVISION SITUATED IN THE
W. ADDISON SURVEY, ABSTRACT NO. 21
CITY OF GEORGETOWN
WILLIAMSON COUNTY, TEXAS
CASE No.PP-2016-008
Page 26 of 105
BA
D
C
SITE
TREE LIST
TAG# SIZE(IN) TYPE #BOLES TRUNKS(IN)
7601 43 LIVE OAK 2B 35,15
7602 35 LIVE OAK
7603 26 LIVE OAK
7604 27 LIVE OAK 2B 21,11
7605 35 LIVE OAK 3B 18,18,16
7606 36 LIVE OAK
7607 30 LIVE OAK
7608 43 LIVE OAK
7609 47 LIVE OAK 3B 25,24,19
7610 53 LIVE OAK 3B 28,25,25
7611 33 LIVE OAK 2B 23,20
7612 36 LIVE OAK 2B 25,22
7613 29 LIVE OAK 2B 21,16
7614 31 LIVE OAK 2B 21,19
7615 46 ELM
7430 36 LIVE OAK
7432 47 LIVE OAK
7433 36 LIVE OAK
7434*33 LIVE OAK
7435 31 LIVE OAK 2B 22,20
7436 32 LIVE OAK
7437 53 LIVE OAK 2B 36,34
*= TREE TO BE REMOVED
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50.00'
50
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50.00'
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178.77'
N2
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57.06'
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115.65'
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N68°28'38"E 414.29'
N68°28'38"E
50.00'
N21°31'22"W
50.00'
N68°42'49"E 680.67'
N2
1
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5
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5
4
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50.00'
50.00'
BLOCK G
BL
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BLOCK H
N 10,205,041.010
E 3,144,944.796
POINT OF BEGINNING
N 10,205,288.112
E 3,145,579.027
N 10,204,548.940
E 3,145868.091
N 10,203,612.325
E 3,145,033.622
5
10' PUE
10' PUE 10' PUE
10' PUE
10' PUE
10' PUE
10' PUE
10' PUE
10' PUE
10
'
P
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10
'
P
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1
0
'
P
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10
'
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THIS PROJECT IS REFERENCED FOR ALL BEARING AND
COORDINATE BASIS TO THE TEXAS STATE PLANE
COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983
(NAD83 - 2011 ADJUSTMENT), CENTRAL ZONE (4203).
DISTANCES SHOWN HEREON ARE SURFACE VALUES
REPRESENTED IN U.S. SURVEY FEET BASED ON A
SURFACE-TO-GRID COMBINED ADJUSTMENT FACTOR OF
0.99987081.
TBM 1 - ELEV=766.56'
MAG NAIL SET ALONG BARB WIRE FENCE, APPROXIMATELY
300 FEET EAST OF THE CENTERLINE OF SE INNER LOOP
AND 225 FEET SOUTHWEST OF THE CENTER OF
CUL-DE-SAC OF S. CARRIAGE HILLS DRIVE, ALSO BEING
39.9 FEET SOUTHEAST OF THE NORTHWEST CORNER OF
THE 82.8544 ACRE TRACT
TBM 2 - ELEV=755.61'
"X" CUT IN CONCRETE CURB, ALONG THE NORTHEAST
RIGHT-OF-WAY OF REINHARDT BOULEVARD,
APPROXIMATELY 17.9 FEET NORTHWEST OF THE
SOUTHWEST CORNER OF LOT 1, BLOCK G, STONEHEDGE
SECTION ONE AND APPROXIMATELY 140 FEET SOUTH OF
THE CENTERLINE OF BELMONT DRIVE
14
15
GEORGETOWN, TX 78626
STEGERBIZZELL.COM
>>ENGINEERS >>PLANNERS >>SURVEYORS
512.930.9412
SERVICES
METRO
ADDRESS 1978 S. AUSTIN AVENUE
WEB
DRAWN BY:REVIEWED BY:APPROVED BY:JOB No. DATE: 11-Apr-17 SHEET of
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TEXAS REGISTERED ENGINEERING FIRM F-181
TBPLS FIRM No.10003700
VICINITY MAP - 1" = 1000'22402 7 10
PRELIMINARY PLAT
CARLSON PLACE, PHASE C
A 25.83 ACRE SUBDIVISION SITUATED IN THE
W. ADDISON SURVEY, ABSTRACT NO. 21
CITY OF GEORGETOWN
WILLIAMSON COUNTY, TEXAS
OWNER:
BEVERLY C. THOMPSON, ET UX
801 CARLSON COVE
GEORGETOWN, TEXAS 78626
ENGINEER/SURVEYOR:
STEGER BIZZELL
1978 S. AUSTIN AVE.
GEORGETOWN, TEXAS 78626
TOTAL ACREAGE : 25.83 ACRES
RESIDENTIAL LOTS:85
OPEN SPACE & D.E. LOTS:1
NUMBER OF BLOCKS: 5
LINEAR FEET OF STREETS: 2,947
SMALLEST LOT SIZE:5,640 SQ. FT.
TOTAL ACREAGE OF R.O.W.3.70 ACRES
SEE SHEET 8 FOR
NOTES, LINE AND
CURVE TABLES
0 100 200
SCALE: 1"=100'
CASE No.PP-2016-008
Page 27 of 105
PROPERTY DESCRIPTION
BEING 25.83 ACRES OF LAND SITUATED IN THE W. ADDISON SURVEY, ABSTRACT NO. 21, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A
CALLED 82.8544 ACRE TRACT OF LAND DESCRIBED IN A PARTITION WARRANTY DEED TO BEVERLY C. THOMPSON, ET UX, RECORDED IN DOCUMENT
NO. 2016005382 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. SAID 25.83 ACRE TRACT BEING MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A 1/2-INCH IRON REBAR FOUND FOR THE NORTHEAST CORNER OF SAID 82.8544 AND THE SOUTHEAST CORNER OF LOT 8, BLOCK A,
STONEHEDGE SECTION ONE, A SUBDIVISION RECORDED IN CABINET G, SLIDE 280-282 OF THE PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS, ALSO
BEING THE SOUTHWEST CORNER OF LOT 13, BLOCK A, MEADOWS OF GEORGETOWN, A SUBDIVISION RECORDED IN CABINET Y, SLIDE 194-196 OF SAID
PLAT RECORDS AND THE NORTHWEST CORNER OF LOT 10, BLOCK D, DOVE SPRINGS SECTION ONE, A SUBDIVISION RECORDED IN CABINET H, SLIDE
28-29 OF SAID PLAT RECORDS, AND ALSO BEING IN THE OSTENSIBLE NORTHEAST LINE OF THE W. ADDISON SURVEY, ABSTRACT NO. 21 AND THE
OSTENSIBLE SOUTHWEST LINE OF THE W. STUBBLEFIELD SURVEY, ABSTRACT NO. 556;
THENCE SOUTH 21°21'31” EAST ALONG THE NORTHEAST LINE OF SAID 82.8544 ACRE TRACT AND THE SOUTHWEST LINE OF SAID DOVE SPRINGS
SECTION ONE, PASSING THE SOUTHWEST CORNER OF SAID DOVE SPRINGS SECTION ONE AND THE NORTHWEST CORNER OF THE REMAINDER
PORTION OF A CALLED 50.56 ACRE TRACT OF LAND DESCRIBED IN A SPECIAL WARRANTY DEED TO THE CITY OF GEORGETOWN, RECORDED IN VOLUME
2142, PAGE 384 OF THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS, AND CONTINUE FOR A TOTAL DISTANCE OF 793.68 FEET TO A 1/2-INCH
IRON REBAR WITH CAP STAMPED “RPLS 5784” FOUND FOR THE SOUTHEAST CORNER OF SAID 82.8544 ACRE TRACT AND THE NORTHEAST CORNER OF
A CALLED 76.8568 ACRE TRACT OF LAND DESCRIBED IN A PARTITION WARRANTY DEED TO DAYNE M. CARLSON, ET UX, RECORDED IN DOCUMENT NO.
2016005383 OF SAID OFFICIAL PUBLIC RECORDS, ALSO BEING IN THE SOUTHWEST LINE OF SAID REMAINDER POTION OF THE 50.56 ACRE TRACT;
THENCE ALONG THE SOUTHEAST LINE OF SAID 82.8544 ACRE TRACT AND THE NORTHWEST LINE OF SAID 76.8568 ACRE TRACT, THE FOLLOWING TWO
COURSES AND DISTANCES:
1.SOUTH 61°31'15” WEST A DISTANCE OF 382.81 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED “RPLS 5784” FOUND; AND
2.SOUTH 33°26'25” WEST A DISTANCE OF 903.67 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED “RPLS 5784” FOUND;
THENCE OVER AND ACROSS SAID 82.8544 ACRE TRACT, THE FOLLOWING SIXTEEN (16) COURSES AND DISTANCES:
1.NORTH 21°13'35” WEST A DISTANCE OF 544.90 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED “RPLS 5784” FOUND;
2.SOUTH 68°47'33” WEST A DISTANCE OF 178.77 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED “RPLS 5784” SET;
3.NORTH 21°31'22” WEST A DISTANCE OF 136.26 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED “RPLS 5784” SET;
4.NORTH 50°19'21” WEST A DISTANCE OF 57.06 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED “RPLS 5784” SET;
5.NORTH 21°31'22” WEST A DISTANCE OF 462.59 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED “RPLS 5784” SET;
6.NORTH 68°28'28” EAST A DISTANCE OF 115.65 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED “RPLS 5784” SET FOR POINT OF
CURVATURE OF A CURVE TO THE RIGHT;
7.NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 15.00 FEET, AN ARC LENGTH OF 23.56 FEET, A DELTA
ANGLE OF 90°00'00”, AND A CHORD WHICH BEARS NORTH 66°31'22” EAST A DISTANCE OF 21.21 FEET TO A 1/2-INCH IRON REBAR WITH CAP
STAMPED “RPLS 5784” SET FOR THE END OF SAID CURVE TO THE RIGHT;
8.NORTH 68°28'28” WEST A DISTANCE OF 50.00 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED “RPLS 5784” SET;
9.SOUTH 21°31'22” EAST A DISTANCE OF 111.19 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED “RPLS 5784” SET;
10.NORTH 68°28'28” EAST A DISTANCE OF 414.29 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED “RPLS 5784” SET;
11.NORTH 21°31'22” WEST A DISTANCE OF 119.19 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED “RPLS 5784” SET;
12.NORTH 68°28'28” WEST A DISTANCE OF 50.00 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED “RPLS 5784” SET FOR POINT OF
CURVATURE OF A CURVE TO THE RIGHT;
13.NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 15.00 FEET, AN ARC LENGTH OF 23.56 FEET, A DELTA
ANGLE OF 90°00'00”, AND A CHORD WHICH BEARS NORTH 23°28'38” WEST A DISTANCE OF 21.21 FEET TO A 1/2-INCH IRON REBAR WITH CAP
STAMPED “RPLS 5784” SET FOR THE END OF SAID CURVE TO THE RIGHT;
14.NORTH 21°31'22” WEST A DISTANCE OF 50.00 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED “RPLS 5784” SET FOR POINT OF
CURVATURE OF A CURVE TO THE RIGHT;
15.SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 15.00 FEET, AN ARC LENGTH OF 23.56 FEET, A DELTA
ANGLE OF 90°00'00”, AND A CHORD WHICH BEARS SOUTH 66°31'22” WEST A DISTANCE OF 21.21 FEET TO A 1/2-INCH IRON REBAR WITH CAP
STAMPED “RPLS 5784” SET FOR THE END OF SAID CURVE TO THE RIGHT;
16.NORTH 21°31'22” WEST A DISTANCE OF 101.92 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET IN THE NORTHWEST
LINE OF SAID 82.8544 ACRE TRACT AND THE SOUTHEAST LINE OF SAID STONEHEDGE SECTION ONE, FROM WHICH A 1/2-INCH IRON REBAR
FOUND FOR THE SOUTHWEST CORNER OF LOT 14, BLOCK M, OF SAID STONEHEDGE SECTION ONE AND THE SOUTHEAST CORNER OF LOT 13,
BLOCK M, STONEHEDGE SECTION TWO, A SUBDIVISION RECORDED IN CABINET G, SLIDE 283-285 OF SAID PLAT RECORDS, ALSO BEING IN SAID
NORTHWEST LINE OF THE 82.8544 ACRE TRACT, BEARS SOUTH 68°42'49” WEST A DISTANCE OF 1099.50 FEET;
THENCE NORTH 68°42'49” EAST ALONG SAID NORTHWEST LINE OF THE 82.8544 ACRE TRACT AND SAID SOUTHEAST LINE OF STONEHEDGE SECTION
ONE, A DISTANCE OF 680.67 FEET TO THE POINT OF BEGINNING AND CONTAINING 25.83 ACRES OF LAND MORE OR LESS.
GEORGETOWN, TX 78626
STEGERBIZZELL.COM
>>ENGINEERS >>PLANNERS >>SURVEYORS
512.930.9412
SERVICES
METRO
ADDRESS 1978 S. AUSTIN AVENUE
WEB
DRAWN BY:REVIEWED BY:APPROVED BY:JOB No. DATE: 11-Apr-17 SHEET of
Th
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TEXAS REGISTERED ENGINEERING FIRM F-181
TBPLS FIRM No.10003700
22402 8 10
PRELIMINARY PLAT
CARLSON PLACE, PHASE C
A 25.83 ACRE SUBDIVISION SITUATED IN THE
W. ADDISON SURVEY, ABSTRACT NO. 21
CITY OF GEORGETOWN
WILLIAMSON COUNTY, TEXAS
CASE No.PP-2016-008
Page 28 of 105
BEV
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POINT OF
BEGINNING
PART 1
POINT OF
BEGINNING
PART 2
N68°28'38"E
125.58'
N68°28'38"E
110.00'
N2
1
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4
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176.15'
L4 L5
S2
1
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N2
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S68°28'38"W 315.57'
N68°28'38"E 190.57'
N68°28'38"E
120.00'
WEY HILL DRIVE
NORTHING = 10203441.811
EASTING = 3143548.080 NORTHING =
10203557.600
EASTING =
3143841.642
NORTHING =
10202889.133
EASTING =
3144458.813
NORTHING =
10203369.674
EASTING =
3143915.750
NORTHING =
10203253.400
EASTING =
3143622.182
NORTHING =
10203117.466
EASTING =
3143675.991
NORTHING =
10202671.993
EASTING =
3143851.689
NORTHING =
10203267.713
EASTING =
31434311.093
THIS PROJECT IS REFERENCED FOR ALL BEARING AND COORDINATE BASIS TO
THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF
1983 (NAD83 - 2011 ADJUSTMENT), CENTRAL ZONE (4203).
DISTANCES SHOWN HEREON ARE SURFACE VALUES REPRESENTED IN U.S.
SURVEY FEET BASED ON A SURFACE-TO-GRID COMBINED ADJUSTMENT FACTOR
OF 0.99987081.
TBM 1 - ELEV=766.56'
MAG NAIL SET ALONG BARB WIRE FENCE, APPROXIMATELY 300 FEET EAST OF
THE CENTERLINE OF SE INNER LOOP AND 225 FEET SOUTHWEST OF THE
CENTER OF CUL-DE-SAC OF S. CARRIAGE HILLS DRIVE, ALSO BEING 39.9 FEET
SOUTHEAST OF THE NORTHWEST CORNER OF THE 82.8544 ACRE TRACT
TBM 2 - ELEV=755.61'
"X" CUT IN CONCRETE CURB, ALONG THE NORTHEAST RIGHT-OF-WAY OF
REINHARDT BOULEVARD, APPROXIMATELY 17.9 FEET NORTHWEST OF THE
SOUTHWEST CORNER OF LOT 1, BLOCK G, STONEHEDGE SECTION ONE AND
APPROXIMATELY 140 FEET SOUTH OF THE CENTERLINE OF BELMONT DRIVE
SITE
D
A B
C
TREE LIST
TAG# SIZE(IN) TYPE #BOLES TRUNKS(IN)
7601 43 LIVE OAK 2B 35,15
7602 35 LIVE OAK
7603 26 LIVE OAK
7604 27 LIVE OAK 2B 21,11
7605 35 LIVE OAK 3B 18,18,16
7606 36 LIVE OAK
7607 30 LIVE OAK
7608 43 LIVE OAK
7609 47 LIVE OAK 3B 25,24,19
7610 53 LIVE OAK 3B 28,25,25
7611 33 LIVE OAK 2B 23,20
7612 36 LIVE OAK 2B 25,22
7613 29 LIVE OAK 2B 21,16
7614 31 LIVE OAK 2B 21,19
7615 46 ELM
7430 36 LIVE OAK
7432 47 LIVE OAK
7433 36 LIVE OAK
7434*33 LIVE OAK
7435 31 LIVE OAK 2B 22,20
7436 32 LIVE OAK
7437 53 LIVE OAK 2B 36,34
*= TREE TO BE REMOVED
131211109875413
TBM 1
POINT OF
COMMENCING
GEORGETOWN, TX 78626
STEGERBIZZELL.COM
>>ENGINEERS >>PLANNERS >>SURVEYORS
512.930.9412
SERVICES
METRO
ADDRESS 1978 S. AUSTIN AVENUE
WEB
DRAWN BY:REVIEWED BY:APPROVED BY:JOB No. DATE: 11-Apr-17 SHEET of
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TEXAS REGISTERED ENGINEERING FIRM F-181
TBPLS FIRM No.10003700
VICINITY MAP - 1" = 1000'22402 9 10
PRELIMINARY PLAT
CARLSON PLACE, PHASE D
A 7.76 ACRE SUBDIVISION SITUATED IN THE
W. ADDISON SURVEY, ABSTRACT NO. 21
CITY OF GEORGETOWN
WILLIAMSON COUNTY, TEXAS
OWNER:
BEVERLY C. THOMPSON, ET UX
801 CARLSON COVE
GEORGETOWN, TEXAS 78626
ENGINEER/SURVEYOR:
STEGER BIZZELL
1978 S. AUSTIN AVE.
GEORGETOWN, TEXAS 78626
TOTAL ACREAGE : 7.76 ACRES
PART 1 ACREAGE:1.44 ACRES
PART 2 ACREAGE:6.32 ACRES
RESIDENTIAL LOTS:40
OPEN SPACE & D.E. LOTS:1
NUMBER OF BLOCKS: 2
LINEAR FEET OF STREETS: 1,181
SMALLEST LOT SIZE:5,642 SQ. FT.
TOTAL ACREAGE OF R.O.W.1.39 ACRES
SEE SHEET 10 FOR
NOTES, LINE AND
CURVE TABLES
CASE No.PP-2016-008
Page 29 of 105
PROPERTY DESCRIPTION
BEING 7.76 ACRES OF LAND SITUATED IN THE W. ADDISON SURVEY, ABSTRACT NO. 21, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A
CALLED 82.8544 ACRE TRACT OF LAND DESCRIBED IN A PARTITION WARRANTY DEED TO BEVERLY C. THOMPSON, ET UX, RECORDED IN DOCUMENT
NO. 2016005382 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. SAID 7.76 ACRE TRACT BEING MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
PART 1 = 1.44 ACRES
COMMENCING AT A MAG NAIL FOUND FOR THE NORTHWEST CORNER OF SAID 82.8544 ACRE TRACT AND THE NORTHEAST CORNER OF THE
REMAINDER PORTION OF A CALLED 103.5913 ACRE TRACT OF LAND DESCRIBED IN A SPECIAL WARRANTY DEED TO THE COUNTY OF WILLIAMSON,
TEXAS, RECORDED IN VOLUME 2332, PAGE 141 OF THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS, ALSO BEING IN THE SOUTHEAST LINE
OF LOT 4, BLOCK M, STONEHEDGE SECTION TWO, A SUBDIVISION RECORDED IN CABINET G, SLIDE 283-285 OF THE PLAT RECORDS OF WILLIAMSON
COUNTY, TEXAS, FROM WHICH A 1/2-INCH IRON REBAR FOUND FOR THE SOUTHEAST CORNER OF LOT 13, OF SAID BLOCK M, STONEHEDGE
SECTION TWO, ALSO BEING THE SOUTHWEST CORNER OF LOT 14, BLOCK M, STONEHEDGE SECTION ONE, A SUBDIVISION RECORDED IN CABINET G,
SLIDE 280-282 OF SAID PLAT RECORDS, BEARS NORTH 68°38'20” EAST A DISTANCE OF 786.58 FEET;
THENCE SOUTH 21°31'28” EAST ALONG THE SOUTHWEST LINE OF SAID 82.8544 ACRE TRACT AND THE NORTHEAST LINE OF SAID REMAINDER
PORTION OF THE 103.5913 ACRE TRACT A DISTANCE OF 982.03 FEET TO THE NORTHWEST CORNER AND POINT OF BEGINNING OF THE HEREIN
DESCRIBED TRACT;
THENCE OVER AND ACROSS SAID 82.8544 ACRE TRACT, THE FOLLOWING SEVEN (7) COURSES AND DISTANCES:
1.NORTH ϲϴΣϮϴΖϯϴ͟ EAST A DISTANCE OF 125.58 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET FOR A POINT OF
CURVATURE OF A CURVE TO THE RIGHT;
2.SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 15.00 FEET, AN ARC LENGTH OF 23.56 FEET, A DELTA
ANGLE OF ϵϬΣϬϬΖϬϬ͟, AND A CHORD WHICH BEARS SOUTH ϲϲΣϯϭΖϮϮ͟ EAST A DISTANCE OF 21.21 FEET TO A 1/2-INCH IRON REBAR WITH CAP
STAMPED “RPLS 5784” SET FOR A POINT OF TANGENCY;
3.NORTH ϲϴΣϮϴΖϯϴ͟ EAST A DISTANCE OF 50.00 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET FOR A POINT OF
CURVATURE OF A CURVE TO THE RIGHT;
4.NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 15.00 FEET, AN ARC LENGTH OF 23.56 FEET, A DELTA
ANGLE OF ϵϬΣϬϬΖϬϬ͟, AND A CHORD WHICH BEARS NORTH ϮϯΣϮϴΖϯϴ͟ EAST A DISTANCE OF 21.21 FEET TO A 1/2-INCH IRON REBAR WITH CAP
STAMPED “RPLS 5784” SET FOR A POINT OF TANGENCY;
5.NORTH ϲϴΣϮϴΖϯϴ͟ EAST A DISTANCE OF 110.00 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET FOR THE NORTHEAST
CORNER OF THE HEREIN DESCRIBED TRACT;
6.SOUTH ϮϭΣϯϭΖϮϮ͟ EAST A DISTANCE OF 202.00 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET FOR THE SOUTHEAST
CORNER OF THE HEREIN DESCRIBED TRACT; AND
7.SOUTH ϲϴΣϮϴΖϯϴ͟ WEST A DISTANCE OF 315.57 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET IN SAID SOUTHWEST
LINE OF THE 82.8544 ACRE TRACT AND SAID NORTHEAST LINE OF THE REMAINDER PORTION OF THE 103.5913 ACRE TRACT, FROM WHICH A
1/2-INCH IRON REBAR FOUND FOR THE SOUTHWEST CORNER OF SAID 82.8544 ACRE TRACT AND THE NORTHWEST CORNER OF A CALLED
76.8568 ACRE TRACT OF LAND DESCRIBED IN A PARTITION WARRANTY DEED TO DAYNE M. CARLSON, ET UX, RECORDED IN DOCUMENT NO.
2016005383 OF SAID OFFICIAL PUBLIC RECORDS, ALSO BEING IN SAID NORTHEAST LINE OF THE REMAINDER PORTION OF THE 103.5913 ACRE
TRACT, BEARS SOUTH 21°31'28” EAST A DISTANCE OF 625.53 FEET;
THENCE NORTH ϮϭΣϯϭΖϮϴ͟ WEST ALONG SAID SOUTHWEST LINE OF THE 82.8544 ACRE TRACT AND SAID NORTHEAST LINE OF THE REMAINDER
PORTION OF THE 103.5913 ACRE TRACT, A DISTANCE OF 202.00 FEET TO THE POINT OF BEGINNING AND CONTAINING 1.44 ACRES OF LAND MORE
OR LESS.
PART 2 = 6.32 ACRES
COMMENCING AT A MAG NAIL FOUND FOR THE NORTHWEST CORNER OF SAID 82.8544 ACRE TRACT AND THE NORTHEAST CORNER OF THE
REMAINDER PORTION OF A CALLED 103.5913 ACRE TRACT OF LAND DESCRIBED IN A SPECIAL WARRANTY DEED TO THE COUNTY OF WILLIAMSON,
TEXAS, RECORDED IN VOLUME 2332, PAGE 141 OF THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS, ALSO BEING IN THE SOUTHEAST LINE
OF LOT 4, BLOCK M, STONEHEDGE SECTION TWO, A SUBDIVISION RECORDED IN CABINET G, SLIDE 283-285 OF THE PLAT RECORDS OF WILLIAMSON
COUNTY, TEXAS, FROM WHICH A 1/2-INCH IRON REBAR FOUND FOR THE SOUTHEAST CORNER OF LOT 13, OF SAID BLOCK M, STONEHEDGE
SECTION TWO, ALSO BEING THE SOUTHWEST CORNER OF LOT 14, BLOCK M, STONEHEDGE SECTION ONE, A SUBDIVISION RECORDED IN CABINET G,
SLIDE 280-282 OF SAID PLAT RECORDS, BEARS NORTH 68°38'20” EAST A DISTANCE OF 786.58 FEET;
THENCE SOUTH 21°31'28” EAST ALONG THE SOUTHWEST LINE OF SAID 82.8544 ACRE TRACT AND THE NORTHEAST LINE OF SAID REMAINDER
PORTION OF THE 103.5913 ACRE TRACT, A DISTANCE OF 1330.69 FEET TO THE NORTHWEST CORNER AND POINT OF BEGINNING OF THE HEREIN
DESCRIBED TRACT;
THENCE OVER AND ACROSS SAID 82.8544 ACRE TRACT, THE FOLLOWING TEN (10) COURSES AND DISTANCES:
1.EKZd,ϲϴΣϮϴΖϯϴ͟ ^d A DISTANCE OF 190.57 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET;
2.^Khd,ϮϭΣϯϭΖϮϮ͟ ^d A DISTANCE OF 20.34 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET;
3.EKZd,ϲϴΣϮϴΖϯϴ͟ ^d A DISTANCE OF 120.00 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET;
4.^Khd,ϮϭΣϯϭΖϮϮ͟ ^d A DISTANCE OF 141.00 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET;
5.EKZd,ϲϴΣϮϴΖϯϴ͟ ^d A DISTANCE OF 18.95 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET;
6.EKZd,ϰϲΣϭϰΖϯϯ͟ ^d A DISTANCE OF 101.55 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET;
7.EKZd,ϲϴΣϮϴΖϯϴ͟ ^d A DISTANCE OF 47.00 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET;
8.EKZd,ϮϭΣϯϭΖϮϮ͟t ^d A DISTANCE OF 31.54 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET;
9.NORTH ϲϴΣϮϴΖϯϴ͟ EAST A DISTANCE OF 176.15 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” SET, FROM WHICH A
1/2-INCH IRON REBAR WITH CAP STAMPED “RPLS 5784” FOUND, BEARS NORTH 21°12'48” WEST A DISTANCE OF 913.28 FEET; AND
10.SOUTH ϮϭΣϭϮΖϰϴ͟ EAST A DISTANCE OF 408.24 FEET TO A 1/2-INCH IRON REBAR WITH CAP STAMPED 'RPLS 5784” FOUND IN THE SOUTH
LINE OF SAID 82.8544 ACRE TRACT AND THE NORTH LINE OF A CALLED 76.8568 ACRE TRACT OF LAND DESCRIBED IN A PARTITION WARRANTY
DEED TO DAYNE M. CARLSON, ET UX, RECORDED IN DOCUMENT NO. 2016005383 OF SAID OFFICIAL PUBLIC RECORDS;
THENCE SOUTH ϳϬΣϭϵΖϭϮ͟ WEST ALONG SAID SOUTH LINE OF THE 82.8544 ACRE TRACT AND SAID NORTH LINE OF THE 76.8568 ACRE TRACT, A
DISTANCE OF 644.79 FEET TO A 1/2-INCH IRON REBAR FOUND FOR THE SOUTHWEST CORNER OF SAID 82.8544 ACRE TRACT AND THE NORTHWEST
CORNER OF SAID 76.8568 ACRE TRACT, FROM WHICH A 1/2-INCH IRON REBAR FOUND FOR THE SOUTHWEST CORNER OF SAID 76.8568 ACRE
TRACT AND THE SOUTHEAST CORNER OF SAID REMAINDER PORTION OF THE 103.5913 ACRE TRACT, BEARS SOUTH 21°24'13” EAST A DISTANCE OF
889.64 FEET;
THENCE NORTH ϮϭΣϯϭΖϮϴ͟ WEST ALONG SAID SOUTHWEST LINE OF THE 82.8544 ACRE TRACT AND SAID NORTHEAST LINE OF THE REMAINDER
PORTION OF THE 103.5913 ACRE TRACT, A DISTANCE OF 478.87 FEET TO THE POINT OF BEGINNING AND CONTAINING 6.32 ACRES OF LAND MORE
OR LESS.
GEORGETOWN, TX 78626
STEGERBIZZELL.COM
>>ENGINEERS >>PLANNERS >>SURVEYORS
512.930.9412
SERVICES
METRO
ADDRESS 1978 S. AUSTIN AVENUE
WEB
DRAWN BY:REVIEWED BY:APPROVED BY:JOB No. DATE: 11-Apr-17 SHEET of
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TEXAS REGISTERED ENGINEERING FIRM F-181
TBPLS FIRM No.10003700
22402 10 10
PRELIMINARY PLAT
CARLSON PLACE, PHASE D
A 7.76 ACRE SUBDIVISION SITUATED IN THE
W. ADDISON SURVEY, ABSTRACT NO. 21
CITY OF GEORGETOWN
WILLIAMSON COUNTY, TEXAS
CASE No.PP-2016-008
Page 30 of 105
City of Georgetown, Texas
Planning and Zoning
April 18, 2017
SUBJECT:
Public Hearing and p o s s ib le ac tion on a reques t to Rezone 0.63 acres, loc ated at 1301 West Street
and 609 W 14th Street, from the Offic e (O F) Dis trict to the Townho use (TH) Dis tric t, to be kno wn as
West Street Townhomes. (REZ-2017-004) Carolyn Horner, AICP, Planner
ITEM SUMMARY:
Background:
The ap p licant has reques ted to rezo ne the exis ting property fro m Offic e (O F) Dis trict to the Townho use
(TH) District fo r develo p ment of townho mes . The property is und eveloped . T here are a few s maller trees
o n s ite.
Public Comment:
To d ate, no written c o mments have b een rec eived. S taff has received two telep hone c alls with general
q uestio ns about the pos ted no tic e signs.
Staff Recommendation:
Staff rec o mmend s approval of the reques t to rezone the 0.63 ac re tract to T H.
FINANCIAL IMPACT:
None studied at this time.
SUBMITTED BY:
Carolyn Horner, AICP, Planner, and Sofia Nels o n, C NU-A, P lanning Director
ATTACHMENTS:
Description Type
Staff Report Cover Memo
Location Map Backup Material
Future Land Us e Backup Material
Zoning Map Backup Material
TH Dis trict Standards Backup Material
Page 31 of 105
Georgetown Planning Department Staff Report
West Street Townhomes rezoning
OF to TH Page 1 of 4
Report Date: April 13, 2017
File No: REZ‐2017‐004
Project Planner: Carolyn Horner, AICP, Planner
Item Details
Project Name: West Street Townhomes
Project Address: 1301 West St. and 609 W. 14th St.
Applicant: Lewis Asset Management, LLC
Owner: Lewis Asset Management, LLC
Total Acreage: 7.32 acres
Legal Description: 7.32 acres of the J. Berry Survey
Existing Zoning: Agriculture (AG)
Proposed Zoning: Local Commercial (C‐1)
Overview of Applicant’s Request
The applicant has requested to rezone the existing property from Office (OF) District to the
Townhouse (TH) District for development of townhomes.
Site Information
Location:
The subject site is located on West Street, between 13th and 14th Streets. The site is one block south
of University Avenue.
Physical Characteristics:
The property is undeveloped. There are a few smaller trees on site.
Surrounding Properties:
Location Zoning Future Land Use Existing Use
North OF, C‐1 Moderate Density Residential Residential, Retail
South OF Moderate Density Residential Residential
East OF, RS Moderate Density Residential Residential
West OF Moderate Density Residential Multi‐family development
Property History
The property was incorporated into the City in 1890 as part of a larger tract. The property dates
back to a deed creation called “Booty and Lesueur”, which created sixteen (16) lots of property
between the modern‐day streets of Railroad Avenue, Hart Street, and West 13th and 14th Streets.
West Street now runs north/south in the middle of these lots. Over time, the western portion of
Page 32 of 105
Planning Department Staff Report
West Street Townhomes rezoning
OF to TH Page 2 of 4
this land division (Lots 9‐16) was consolidated by deed into one property that is today the
Victorian Villages residential complex. The eastern portion today is recognized by the
Williamson Central Appraisal District [WCAD] as a smaller grouping of properties
The property is undeveloped. Based on research the property has historically been residentially
zoned. The 1965 zoning map identified properties in this vicinity as “Residential”. On the 1968
zoning map, the property was redesignated as “RM”, Residential Multiple‐family district. In
2002 the property was designated as “RM‐3”, Residential, Office and Service Use District. With
the adoption of the Unified Development Code (UDC) in 2003, all RM‐3 properties transitioned
to the Office (OF) District, which is the current zoning district applied to the property.
2030 Comprehensive Plan
Future Land Use:
The 2030 Future Land Use category for this subject site is Moderate Density Residential. The
Moderate Density Residential category is described in the 2030 Comprehensive Plan as comprising
single family neighborhoods that can be accommodated at a density ranging between 3.1 and 6
dwelling units per gross acre, with housing types including small‐lot detached and attached
single‐family dwellings (such as townhomes). This category may also support complementary
non‐residential uses along major roadways such as neighborhood‐serving retail, office,
institutional, and civic uses, although such uses may not be depicted on the Future Land Use
Map.
Growth Tier:
The subject property is located within Growth Tier 1A, that portion of the city where
infrastructure systems are in place, or can be economically provided and where the bulk of the
city’s growth should be guided over the near term.
Transportation
The subject property has roadway frontage on 3 sides: West Street, W. 13th Street, and W. 14th
Street.
Utilities
Electric, water, and wastewater are served by the City of Georgetown; there are no foreseen
issues with providing these services to this property for the permitted uses in the proposed
District.
Proposed Zoning District
The Townhouse District (TH) is intended for townhouse and attached single‐family dwellings.
The TH District is appropriate for infill development as well as a transition from residential areas
to non‐residential areas. This District is also appropriate in areas designated on the Future Land
Use Plan as one of the Mixed Use Land Use Categories. In the TH District, townhomes shall be
Page 33 of 105
Planning Department Staff Report
West Street Townhomes rezoning
OF to TH Page 3 of 4
located on individual lots.
See attached for list of uses and development standards of the TH District.
Staff Analysis
The subject property is located within the Future Land Use categories of Moderate Density
Residential.
The proposed rezoning request meets most of the criteria established in UDC Section 3.06.030 for
zoning changes:
Comply Do Not
Comply
Approval Criteria for Rezoning
X The application is complete and
the information contained
within the application is
sufficient and correct enough to
allow adequate review and final
action
An application must provide the necessary
information to review and make a knowledgeable
decision in order for staff to schedule an application
for consideration by P&Z and City Council. This
application was reviewed by staff and deemed to be
complete.
X The zoning change is consistent
with the Comprehensive Plan
The proposed zoning change is consistent with the
Moderate Density Residential category as shown on the
Future Land Use Map; the proposed zoning category
supports the proposed residential use and existing
residential nature of the area.
X The zoning change promotes
the health, safety or general
welfare of the City and the safe
orderly, and healthful
development of the City
The zoning change request promotes the health,
safety and general welfare of the City. This
undeveloped tract has sufficient size and utilities for
the proposed development and use.
X The zoning change is
compatible with the present
zoning and conforming uses of
nearby property and with the
character of the neighborhood
The proposed rezoning is compatible with the
surrounding residential zoning districts and
residential uses.
X The property to be rezoned is
suitable for uses permitted by
the District that would be
applied by the proposed
amendment.
The uses allowed in the TH District are suitable
adjacent to the existing residential development, and
is appropriate adjacent to the existing multi‐family
development to the west.
General Findings
Based on all the information presented, staff has made the following findings:
Page 34 of 105
Planning Department Staff Report
West Street Townhomes rezoning
OF to TH Page 4 of 4
1. Goal 1 of the Land Use Element of the Comprehensive Plan states that the City should
“promote sound, sustainable, and compact development patterns with balanced land uses, a variety
of housing choices and well‐integrated transportation, public facilities, and open space amenities.”
The rezoning of this property to the TH District for the development of residential dwelling
units, supports this goal. The property is surrounded with residential uses and is suitable
for residential development.
2. Goal 4 of the Land Use Element of the Comprehensive Plan states that the City should
“maintain and strengthen viable land uses and land use patterns (e.g., stable neighborhoods,
economically sound commercial and employment areas, etc.).” The rezoning of this property to
the TH District complements the existing single and multi‐family uses in the area, and it is
compatible with the existing retail to the north.
Staff Recommendation
Staff recommends approval of the applicant’s zoning request based on the above‐mentioned
findings.
Public Comments
As required by the Unified Development Code, all property owners within a 200 foot radius of
the subject property that are located within City limits were notified of the rezoning application
(26 notices mailed), a legal notice advertising the public hearing was placed in the Sun
Newspaper (March 19, 2017) and signs were posted on‐site. To date, staff has received zero
written responses.
Attachments
Attachment 1 – Location Map
Attachment 2 – Future Land Use Map
Attachment 3 – Zoning Map
Attachment 4 – TH District Development Standards and Permitted Land Uses
Attachment 5 – Public Notice Responses
Page 35 of 105
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REZ-2 017-0 04Exhibit #1
Co ord inate System: Texas Sta te Plane/Centra l Zone/NAD 83/U S FeetCartographic Data For General Planning Purp oses Only
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Page 36 of 105
SCENIC DR
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Coo rd inate Sys tem: Te xas S tate Plane/C entral Zone/N AD 83/U S FeetCartographic D ata Fo r General Planning Purposes O nly
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Future Land Use / Overall Transportation Plan
Exhi bit #2
REZ-20 17 -00 4
Legend
Thoroughfare
Future Land Use
Institutional
Regi onal Commercial
Community Commerc ial
Em ployment Center
Low Dens ity Residential
Mining
Mix ed Us e Community
Mix ed Us e Neighborhood Center
Moderate Density Residential
Open Space
Specialty Mixed Us e Area
Ag / Rural Residential
Ex isting Collector
Ex isting Freeway
Ex isting Major Arterial
Ex isting Minor Arterial
Ex isting Ramp
Pr oposed Collector
Pr oposed Freeway
Pr opsed Frontage Road
Pr oposed Major Arterial
Pr oposed Minor Arterial
Pr oposed Railroad
High Density Residential
Le ge ndSi teParcelsCity Lim itsGeorgetown ETJ
0 50 0 1,00 0Ft
Page 37 of 105
SCENIC DR
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Zon in g Inf ormationREZ-2 017-0 04Exhibit #3
Co ord inate System: Texas Sta te Plane/Centra l Zone/NAD 83/U S FeetCartographic Data For General Planning Purp oses Only
Le ge n dSiteParcelsCity LimitsGeorgetown ETJ
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0 50 0 1,00 0Ft
Page 38 of 105
Minimum Lot Size = 2,000 square feet Front Setback = 15 feet Bufferyard = 15 feet with plantings
Minimum Lot Width = 22 feet Non‐shared Wall Side Setback = 10 when non‐residential develops
Maximum Building Height = 35 feet Shared Wall Side Setback = 0 adjacent to residential
Dwelling Units per Row, max = 6 Rear Setback = 15 feet
Allowed by Right Subject to Limitations Special Use Permit (SUP) Required
Single‐family, attached Elementary School Hospice Facility
Townhouse Family Home, Daycare Halfway House
Group Home (<7 residents) Religious Assembly Facilities Middle School
Utilities (Minor) Religious Assembly Facilities with Group Daycare
Nature Preserve or Community Garden Activity Center, Youth or Senior
Neighborhood Amenity, Activity or Emergency Services Station
Neighborhood Public Park Bed and Breakfast
Golf Course Bed and Breakfast with Events
Utilities (Intermediate)
Wireless Transmission Facility (<41')
Seasonal Product Sales
Concrete Products, Temporary
Construction Field Office
Construction Staging, Off‐Site
Parking Lot, Temporary
Portable Classrooms
Residential Sales Office/Model Homes
Townhouse District (TH)
District Development Standards
Specific Uses Allowed within the District
Page 39 of 105
City of Georgetown, Texas
Planning and Zoning
April 18, 2017
SUBJECT:
Public Hearing and p o s s ib le ac tion on a reques t fo r a Special Use Permit for AAA Storage , 7.32
acres, lo cated at 1301 NE Inner Lo o p , fo r indoor s torage (S UP -2017-001). Carolyn Horner, AICP, Planner
ITEM SUMMARY:
Background:
The ap p licant has reques ted cons id eration of a Spec ial Us e P ermit (SUP) to allow a Self-S torage us e to
o p erate in a C-1 Dis tric t lo cated at 1301 NE Inner Lo o p . T he C-1 Dis tric t allows S elf-Sto rage, Ind o o r as a
use at the disc retio n o f the City Counc il with ap p ro val o f a SUP. The ap plic ant operates a Self-Storage,
o utd o o r us e o n the s ite c urrently, as a legal non-c onfo rming us e.
Public Comment:
To d ate, no written pub lic comments have been received .
Staff Recommendation:
Staff rec o mmend s approval of the reques t for a S p ecial Use Permit for the 7.32 ac re tract.
FINANCIAL IMPACT:
None studied at this time.
SUBMITTED BY:
Carolyn Horner, AICP, Planner, and Sofia Nels o n, C NU-A, P lanning Director
ATTACHMENTS:
Description Type
Staff Report Cover Memo
Location Map Backup Material
Future Land Us e Backup Material
Zoning Map Backup Material
Concept Plan Backup Material
Page 40 of 105
Georgetown Planning Department Staff Report
AAA Storage on Inner Loop rezoning
SUP for Self‐Storage, Indoor Page 1 of 5
Report Date: April 13, 2017
File No: SUP‐2017‐001
Project Planner: Carolyn Horner, AICP, Planner
Item Details
Project Name: AAA Storage
Project Address: 1301 NE Inner Loop
Total Acreage: 7.32 acres
Legal Description: 7.32 acres of the J. Berry Survey
Existing Zoning: Agriculture (AG)
Proposed Zoning: Local Commercial (C‐1)
Overview of Applicant’s Request
The applicant has requested consideration of a Special Use Permit (SUP) to allow a Self‐Storage
use to operate in a C‐1 District located at 1301 NE Inner Loop. The C‐1 District allows Self‐
Storage, Indoor as a use at the discretion of the City Council with approval of a SUP. The
applicant operates a Self‐Storage, outdoor use on the site currently, as a legal non‐conforming
use. The business wants to expand, and therefore must bring their use into compliance with
current code. The existing outdoor storage will continue; the expansion will be indoor storage.
Site Information
Location:
The subject site is located on NE Inner Loop, south of the railroad line and north of the San
Gabriel River.
Physical Characteristics:
The property is developed with a self‐storage facility, with driveway access to NE Inner Loop.
The site was originally permitted before the land was annexed into the City limits.
Surrounding Properties:
Location Zoning Future Land Use Existing Use
North MF‐2,
RS
High Density Residential;
Moderate Density Residential Vacant
South AG Open Space Vacant
East AG Moderate Density Residential;
Open Space Vacant
West AG Moderate Density Residential;
Open Space Vacant
Page 41 of 105
Planning Department Staff Report
AAA Storage on Inner Loop rezoning
SUP for Self‐Storage, Indoor Page 2 of 5
Property History
The property was annexed into the City with Ordinance 2006‐121 as part of a larger tract. The
Agriculture (AG) District was the default zoning district assigned at time of annexation.
The outdoor self‐storage facility on the property was permitted prior to annexation.
2030 Comprehensive Plan
Future Land Use:
The 2030 Future Land Use category for this subject site is Moderate Density Residential and Open
Space. The Moderate Density Residential category is described in the 2030 Comprehensive Plan as
comprising single family neighborhoods that can be accommodated at a density ranging between
3.1 and 6 dwelling units per gross acre, with housing types including small‐lot detached and
attached single‐family dwellings (such as townhomes). This category may also support
complementary non‐residential uses along major roadways such as neighborhood‐serving retail,
office, institutional, and civic uses, although such uses may not be depicted on the Future Land
Use Map.
The Open Space category is described in the 2030 Comprehensive Plan as applying to existing
public parks, golf courses, and protected open spaces of city‐wide significance, which are
expected to remain as open space in perpetuity.
Growth Tier:
The subject property is located within Growth Tier 1B, which is within the present city limits, or
subject to a development agreement, surrounding Tier 1A that is generally underserved by
infrastructure and where such service and facilities will likely be needed to meet the growth
capacity of the city once Tier 1A approaches buildout.
Transportation
The subject property’s only access is from NE Inner Loop, a major arterial. The existing driveway
access will remain.
Utilities
The property is served by Jonah Water SUD for water services, and Oncor for electricity.
Zoning District
The Local Commercial (C‐1) District is intended to provide areas for commercial and retail
activities that primarily serve residential areas. Uses should have pedestrian access to adjacent
and nearby residential areas, but are not appropriate along residential streets or residential
collectors. The District is more appropriate along major and minor thoroughfares and corridors.
See attached for list of uses and development standards of the C‐1 District.
Page 42 of 105
Planning Department Staff Report
AAA Storage on Inner Loop rezoning
SUP for Self‐Storage, Indoor Page 3 of 5
Staff Analysis
The subject property is located along NE Inner Loop, a major arterial roadway. This area has
multi‐and single‐family zoning to the north, but most of the adjacent property is zoned for
agricultural uses. As shown on their Conceptual Site Layout, the applicant is proposing to
expand their use on the southern‐most portion of their property, closer to the floodplain.
The existing outdoor self‐storage use has been in continuous operation since 2007 on this
property. Therefore, it is a legal non‐conforming use per UDC Section 14.02.010. In order to
expand the business on site, the applicant must comply with UDC Section 14.02.020, which
outlines the options available to bring a legal non‐conforming use into compliance with current
Code. The applicant is seeking a Special Use Permit, which will eliminate the nonconformity per
UDC 14.02.020.C.
UDC Section 3.07.030.C states that the City Council may approve an application for a Special Use
Permit where it reasonably determines that there will be no significant negative impact upon
residents of surrounding property or upon the general public. The City Council shall consider
the following criteria in its review:
1. The proposed special use is not detrimental to the health, welfare, and safety of the
surrounding neighborhood or its occupants. The existing use is not detrimental to the
surrounding area, as it is a compatible use to its neighbors. The adjacent multi‐family zoning to
the north is not yet developed, and the adjacent open space/floodplain area will remain
undeveloped.
2. The proposed conceptual site layout, circulation plan, and design are harmonious with the
character of the surrounding area. The proposed expansion area to the southern portion of the
property, between the existing buildings and the detention pond, will not impact the adjacent
multi‐family zoning area to the north of the site. If the Special Use Permit is approved, the
applicant will be required to submit a Site Development Plan for review and approval, when
staff will review the development standards in more detail than the conceptual plan. The
Development Engineer and Fire Reviewer have commented on the concept plan, and their
comments will be addressed with the Site Development Plan application.
3. The proposed use does not negatively impact existing uses in the area and in the City through
impacts on public infrastructure such as roads, parking facilities, and water and sewer
systems and on public services such as police and fire protection and solid waste collection
and the ability of existing infrastructure and services to adequately provide services. As a
legal non‐conforming use, the business can continue operations, but to expand and service more
customers, the use must be brought into compliance. To bring the site into compliance, the
zoning on the site must change from Agriculture to Local Commercial (case number REZ‐2017‐
001) and obtain a Special Use Permit for Self‐Storage, Indoor. The owner is proposing to develop
Page 43 of 105
Planning Department Staff Report
AAA Storage on Inner Loop rezoning
SUP for Self‐Storage, Indoor Page 4 of 5
Self‐Storage, Indoor for the expansion area of the site, rather than continuing the Self‐Storage,
Outdoor development.
4. The proposed use does not negatively impact existing uses in the area and in the City through
the creation of noise, glare, fumes, dust, smoke, vibration, fire hazard or other injurious or
noxious impact. The property is developed with a Self‐Storage, Outdoor use that was permitted
prior to annexation. The proposed SUP will allow expansion of the Self‐Storage use, but limit it
to Self‐Storage, Indoor, versus the existing Self‐Storage, Outdoor use on the property. If
approved, the project will allow the expansion of an existing commercial development, with the
new development to the southern portion of the tract, and will be responsible for meeting all
City codes and ordinances to protect adjacent uses from impacts such as noise, glare, fumes,
dust, smoke, vibration, or fire hazard within the vicinity.
General Findings
Based on all the information presented, staff has made the following findings:
1. Goal 1 of the Land Use Element of the Comprehensive Plan states that the City should
“promote sound, sustainable, and compact development patterns with balanced land uses, a variety
of housing choices and well‐integrated transportation, public facilities, and open space amenities.”
The rezoning of this property to the C‐1 District for the continued use of the existing
development, and the future redevelopment options, supports this goal. The property is
mostly within the FEMA floodplain, and would not be suitable for residential development.
2. Goal 4 of the Land Use Element of the Comprehensive Plan states that the City should
“maintain and strengthen viable land uses and land use patterns (e.g., stable neighborhoods,
economically sound commercial and employment areas, etc.).” The rezoning of this property to
the C‐1 District with a Special Use Permit brings the existing the site into compliance, and it
balances the future multi‐family to the north with other non‐residential uses along this
stretch of NE Inner Loop, supporting this goal.
3. Due to its legal non‐conforming status, the Self‐Storage use can not expand to handle the
expected large growth of business without bringing the use into compliance by acquiring
an approved SUP. Granting this Special Use Permit gives the owner the ability to bring this
legal non‐conforming use into compliance with the Unified Development Code.
Staff Recommendation
Staff recommends approval of the applicant’s request based on the above‐mentioned findings.
Public Comments
As required by the Unified Development Code, all property owners within a 200 foot radius of
the subject property that are located within City limits were notified of the rezoning application
Page 44 of 105
Planning Department Staff Report
AAA Storage on Inner Loop rezoning
SUP for Self‐Storage, Indoor Page 5 of 5
(6 notices mailed), a legal notice advertising the public hearing was placed in the Sun Newspaper
(March 19, 2017) and signs were posted on‐site. To date, staff has received zero responses.
Attachments
Attachment 1 – Location Map
Attachment 2 – Future Land Use Map
Attachment 3 – Zoning Map
Attachment 4 – Concept Plan
Attachment 5 – Public Notice Responses
Page 45 of 105
N IH 35
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Page 46 of 105
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Page 47 of 105
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.
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'
)
(
N
6
9
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0
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'
E
,
4
2
6
.
8
7
'
)
RADIUS = (
2
3
9
2
.
4
2
'
)
(S 02°07'30" W, 620.64')
(S 07°03'15
"
E
,
7
6
3
.
4
3
'
)
MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM
WATER
QUALITY
POND
235'
1
9
5
'
2
4
'
SINGLE-STORY
PROPOSED
STORAGE
45425 SQ. FT
HT: ±15 FT
EXISTING
STORAGE
15425 SQ. FT
HT: ±15 FT
EXISTING
STORAGE
16437 SQ. FT
HT: ±15 FT
2-STORY OFFICE
BUILDING
907.5 SQ. FT
HT: ±15 FT
EXISTING
MONUMENT
SIGN
EXISTING
STORAGE
5350 SQ. FT
HT:±20 FT
EXISTING
STORAGE
2550 SQ. FT
HT: ±15 FT
EXISTING PARKING
AREA
2
3
3
'
71'
2
5
2
'
62'
1
3
3
'
19'
195'
2
8
'
2
6
'
20'
2
6
'
7
8
'
3
9
'
LANDSCAPED
AREA
LANDSCAPED
AREA
EXISTING
DRIVEWAY
PLACE designers, inc.
PLANNING | LANDSCAPE | ARCHITECTURE | CONSULTING | ENGINEERING
304 E. MAIN | SUITE 100 | ROUND ROCK | TX | 78664
T : [512] 238 8912 | F : [512] 238 8913 | PLACEdesigners.com
120'240'
JANUARY 19, 2017
0 60'NORTH
All information furnished regarding this property is from sources deemed reliable. However, Consultant has not made an independent investigation of
these sources and no warranty or representation is made by Consultant as to the accuracy thereof and same is submitted subject to errors,
omissions, land plan changes, or other conditions. This land plan is conceptual in nature and does not represent any regulatory approval. Land plan is
subject to change.
BARROWS AAA STORAGE - PHASE 2
1301 N. INNER LOOP
GEORGETOWN, TEXAS 78626
CONCEPTUAL SITE LAYOUT
NOTE:
·NO SIGNIFICANT ON-SITE TREES
·NO DUMPSTER PROPOSED
Page 49 of 105
City of Georgetown, Texas
Planning and Zoning
April 18, 2017
SUBJECT:
Public Hearing and possible actio n o n a Replat of a Final Plat fo r 2.34 ac res o f Oak Cres t Ranchettes
Lot 12, loc ated at 614 Oak Grove Lane. (FP -2016-044, 614 Oak Grove Lane R ep lat) S. Nathan Jones -
Meyer, Planner
ITEM SUMMARY:
Background:
This rep lat of a final plat c reates two (2) resid ential lots . Acc es s to the s ite is o ff of Oak Gro ve Lane. No
p arkland is required as a result o f this s ubdivis ion.
Public Comments:
As req uired by the Unified Development Cod e, all owners o f property within a 200 foot radius of the
s ubjec t p ro perty that are within the original s ub d ivis ion were no tified o f the replatting ap p licatio n
(15 no tic es mailed ) and a legal notice ad vertis ing the pub lic hearing was p lac ed in the Sun News p ap er
(April 2, 2017). Pub lic hearing s igns were not pos ted on-s ite s inc e they are no t req uired b y the UDC for
p latting. To date, s taff has received one phone c all from o ne neighbors that rec eived a written notice
inquiring about the d etails o f the ap p licatio n. Staff has no t received any written o r verb al c o mments in
s upport or agains t the rep latting applic ation.
Recommended motion:
Approve the Replat of Oak Crest Ranc hettes , Lot 12
FINANCIAL IMPACT:
None studied at this time.
SUBMITTED BY:
S. Nathan Jones -Meyer, P lanner and So fia Nels on, CNU-A, Planning Direc to r
ATTACHMENTS:
Description Type
Staff Report Cover Memo
Attachment 1 - Location Map Backup Material
Attachment 2 - Replat of Oak Cres t Ranchettes Lot 12 Backup Material
Page 50 of 105
Georgetown Planning Department Staff Report
Oak Crest Ranchettes Lot 12 – Replat of a Final Plat Page 1 of 2
Report Date: April 14, 2017
File No: FP-2016-044
Project Planner: S. Nathan Jones-Meyer, Planner
Item Details
Project Name: Replat of Oak Crest Ranchettes Lot 12
Project Address: 614 Oak Grove Lane
Total Acreage: 2.34
Legal Description: Oak Crest Ranchettes, Unit III, Block 1,
Lot 12
Applicant: Dan Jackson, P.E.
Property Owner: Michael & Jean Flahive
Contact: Dan Jackson, P.E.
Plat Summary
Proposed Lots: Two (2) single-family lots
Proposed Streets: None
Heritage Trees: None
Site Information
Location:
The property is located within Georgetown’s Extra-Territorial Jurisdiction (ETJ) in a primarily
rural single-family neighborhood at the west end of Oak Grave Lane.
Physical Characteristics:
The property is flat, primarily undeveloped with an exist ing single-family residence near the
west end of the property which will remain. The property has approximately 255 feet of street
frontage along Oak Grove Lane.
History
The property is located within Georgetown’s ETJ and has no zoning regulations. However, the
replat of this property is subject to Texas Local Government Code 212 Subchapter A (Regulation
of Subdivisions), Unified Development Code (UDC) Sections 3.08 (Subdivision of Land) and 6.01
(Residential Standards) regulations. UDC Section 3.08 states that an application for replatting a
property that is or has been subject to single or two family restrictions or zoning within the last 5
years, requires a public hearing and approval by the Planning & Zoning (P&Z) Commission.
Therefore, this application is presented at a public hearing for P&Z approval. The City’s 2030
Page 51 of 105
Planning Department Staff Report
Oak Crest Ranchettes Lot 12 – Replat of a Final Plat Page 2 of 2
Comprehensive Plan future land use category for the property is Low Density Residential. This
project is located within Growth Tier 2 (Intermediate Growth Area). According to the 2030
Comprehensive Plan, these areas likely will be needed to serve the city’s growth needs over the
next 10-20 years and, until annexation occurs, City land use and development controls are
limited to subdivision review and signage, and in some cases building permits where City
utilities are connected to new construction.
Utilities
Water is served by the City of Georgetown. Electric service is provided by PEC and sanitary
sewer requirements will be handled by On-Site Septic Facilities (OSSF). 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 site’s primary inbound and outbound access is on Oak Crest Lane. Trip generation will not
be reviewed with the subdivision application since a two lot subdivision will not trigger the need
for a TIA.
Parkland Dedication
No parkland is required as a result of this subdivision. There are no parkland fees for less than
four residential lots.
Staff Analysis
The proposed Replat meets all of the requirements of the UDC and is presented for approval.
Public Comments
As required by the Unified Development Code, all owners of property within a 200 foot radius of
the subject property that are within the original subdivision were notified of the replatting
application (15 notices mailed) and a legal notice advertising the public hearing was placed in the
Sun Newspaper (April 2, 2017). Public hearing signs were not posted on-site since they are not
required by the UDC for platting. To date, staff received one request for more information;
however, staff has not received any written or verbal comments in support or against the
replatting application.
Attachments
Attachment 1 – Location Map
Attachment 2 – Replat of Oak Crest Ranchettes Lot 12
Page 52 of 105
W
illia
ms
Dr
Lake w ay DrBooty'sCrossingRd
RiveryBlv d
W olfRanchPkw y
N
orth
w
estBlvd
Lake w ay Dr
§¨¦35
(River/Stream)
(River/Stream)
FP-2016-044
Attachment #1
Coordinate System: Texas State Plane/Central Zone/NAD 83/US FeetCartographic Data For General Planning Purposes Only
¯
Location Map
0 0.5 1Mi
LegendSiteParcelsCity LimitsGeorgetown ETJ
Page 53 of 105
N85° 46' 31"W 198.73'
R=40.00'L=56.66'∆=81°09'32"C B =N73°41'54"
W
C H=52.04'
N
2
5
°
2
0
'
0
6
"
W
2
1
0
.
8
7
'
N50°
2
6
'
4
5
"
E
4
0
9
.
7
3
'
S
0
2
°
4
0
'
3
1
"
E
4
8
1
.
2
8
'
(N5
2
°
5
0
'
0
0
"
E
4
1
0
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0
0
'
)
(
S
0
0
°
1
8
'
0
0
"
E
4
8
1
.
2
8
'
)
(N83° 24' 00"W 198.73')
(
N
2
2
°
3
4
'
0
0
"
W
2
1
1
.
0
0
'
)
70.51'
70.0'
128.22'
S85° 47' 24"E 207.73'
S
0
2
°
4
0
'
3
1
"
E
2
4
0
.
6
7
'
64.4
0
'
345.
3
3
'
C
SCALE: 1"=60'
0 30'60'90'120'
LOT 11, BLOCK 1
OAKCREST RANCHETTES
UNIT III
CABINET B, SLIDE 398
REVISION DATE:
FEBRUARY 24, 2017
PROJECT NO. FP-2016-044
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
OAK GROVE LANE
(50' PUBLIC RIGHT-OF-WAY)
BEING A 2.340 ACRE TRACT OF LAND BEING ALL OF LOT 12, BLOCK 1, OAK CREST RANCHETTES UNIT III, RECORDED IN CABINET
B, SLIDE 398, PLAT RECORDS, WILLIAMSON COUNTY, TEXAS, SAID 2.340 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED
BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A 5/8” IRON ROD LOCATED IN THE OAK GROVE LANE CUL-DE-SAC RIGHT-OF-WAY LINE, SAID POINT BEING THE
COMMON CORNER OF LOT 11 AND LOT 12, BLOCK 1, OAK CREST RANCHETTES, UNIT III AND BEING THE SOUTHWEST CORNER OF
THE HEREIN DESCRIBED TRACT ;
THENCE, FOLLOWING AROUND THE OUTER PERIMETER OF THE EXISTING LOT 12, BLOCK 1, OAK RANCHETTES, UNIT III, THE
FOLLOWING THREE (3) COURSES AND DISTANCES:
1.1
: A DISTANCE OF 210.87' (RECORD, N 22° 34' 00" W, 211.00') TO A 5/8” IRON ROD FOUND FOR CORNER, SAID
POINT BEING THE COMMON CORNER OF LOT 11 AND 12, BLOCK 1, OAK RANCHETTES, UNIT III;
2.1
( A DISTANCE OF 409.73' (RECORD, N 52° 50' 00" E, 410.00') TO A 5/8” IRON ROD FOUND FOR CORNER, SAID
POINT BEING THE COMMON CORNER OF LOT 12 AND 14, BLOCK 1, OAK RANCHETTES, UNIT III;
3.6
( A DISTANCE OF 481.28' (RECORD, S 00° 18' 00" E, 481.28') TO A 1/2” IRON ROD SET WITH A BLUE “QUICK INC
RPLS 6447” PLASTIC CAP IN THE NORTH RIGHT-OF-WAY LINE OF OAK GROVE LANE, SAID POINT BEING THE COMMON SOUTH
CORNER OF SAID LOT 12 AND LOT 13, BLOCK 1, OAK RANCHETTES UNIT III;
THENCE, WITH THE NORTH RIGHT-OF-WAY LINE OF OAK GROVE LANE, THE SOUTH PROPERTY LINE OF SAID LOT 12 THE
FOLLOWING TWO (2) COURSES AND DISTANCES:
4.1
: A DISTANCE OF 198.73' (RECORD, N 83° 24' 00" W, 198.73') TO A 1/2” IRON ROD SET WITH A BLUE “QUICK INC
RPLS 6447” PLASTIC CAP AT THE BEGINNING OF A CURVE TO THE LEFT, SAID CURVE TO THE LEFT BEING A NON-TANGENT
CURVE AND START OF THE CUL-DE-SAC OF OAK GROVE LANE;
5.WITH SAID CURVE TO THE LEFT CONTAINING A RADIUS OF 40.00', A CENTRAL ANGLE OF 81° 09' 32", A CHORD BEARING OF N
73° 41' 54" W, A CHORD DISTANCE OF 52.04' AND CURVE LENGTH OF 56.66' TO THE POINT OF BEGINNING CONTAINING 2.340
ACRES OF LAND;
BENCHMARK REF:
TBM1 - SOUTHWEST CORNER OF LOT 12A
NORTHING: 10211129.78
EASTING: 3121131.63
ELEV: 794.69
HORIZONTAL: NAD83, CENTRAL ZONE
VERTICAL: NAVD88
SITE PROPERTIES:
NUMBER OF BLOCKS = 1
NUMBER OF LOTS = 2
TOTAL ACREAGE = 2.34
SITE
REPLAT OF LOT 12, OAK CREST
RANCHETTES UNIT III, BLOCK 1,
2.340 ACRES
FLAHIVE, MICHAEL PETER & JEAN D.
614 OAK GROVE LANE
GEORGETOWN, TX 78628
P.O.B. (TBM 1)
( )RECORD CALL PER CABINET B, SLIDE 398
LEGEND
P.O.B.POINT OF BEGINNING
NOTES:
1) FIELD WORK PERFORMED ON: OCTOBER 13, 2016
2) ADDRESS: 614 OAK GROVE LANE, GEORGETOWN, TEXAS
3) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT, THEREFORE ALL SETBACKS, EASEMENTS,
ENCUMBRANCES AND RESTRICTIONS MAY NOT BE SHOWN HEREON. THE SURVEYOR DID NOT COMPLETE AN ABSTRACT OF TITLE.
4) NO HERITAGE TREES CURRENTLY EXIST ON THE SITE.
FEMA FLOOD NOTE:
1) ACCORDING TO THE NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP FOR WILLIAMSON COUNTY, TEXAS, MAP
NUMBER 48491C0290E, EFFECTIVE DATE SEPTEMBER 26, 2008, THIS PROPERTY LIES IN ZONE X, WHICH IS DEFINED AS AREAS
DETERMINED TO BE OUTSIDE OF THE 100 YEAR FLOOD PLAIN. THE NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE
MAP IS FOR USE IN ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM; IT DOES NOT NECESSARILY IDENTIFY ALL AREAS
SUBJECT TO FLOODING, PARTICULARLY FROM LOCAL DRAINAGE SOURCES OF SMALL SIZE, OR ALL PLANIMETRIC FEATURES OUTSIDE
SPECIAL FLOOD HAZARD AREAS. THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR STRUCTURES LOCATED
THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. THE FLOOD HAZARD AREA IS SUBJECT TO CHANGE AS DETAILED
STUDIES OCCUR AND/OR WATERSHED OR CHANNEL CONDITIONS CHANGE. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON
THE PART OF THE SURVEYOR.
10' P
.
U
.
E
.
&
B
.
S
.
L
.
10' P.U.E. & B.S.L.
10' P.U.E. & B.S.L.
10
'
P
.
U
.
E
.
&
B
.
S
.
L
.
10
'
P
.
U
.
E
.
&
B
.
S
.
L
.
10
'
P
.
U
.
E
.
&
B
.
S
.
L
.
1
0
'
P
.
U
.
E
.
&
B
.
S
.
L
.
FOUND 5/8" IRON ROD
LOT 12A
1.190 ACRES
LOT 12B
1.150 ACRES
40' B.S.L.
10' P.U.E.
SET 1/2" IRON ROD WITH A BLUE "QUICK INC
RPLS 6447" PLASTIC CAP
LOCATION MAP: 1" = 5000'
ENGINEER:
MATKIN HOOVER ENGINEERING
8 SPENCER ROAD, SUITE 100
BOERNE, TX 78006
NORTHING: 10211100.53
EASTING: 3121379.50
NORTHING: 10211129.78
EASTING: 3121131.36
NORTHING: 10211320.37
EASTING: 3121131.36
NORTHING: 10211581.29
EASTING: 3121357.04
LOT 14, BLOCK 1
OAKCREST RANCHETTES
UNIT III
CABINET B, SLIDE 398
LOT 13, BLOCK 1
OAKCREST RANCHETTES
UNIT III
CABINET B, SLIDE 398
LOT 20, BLOCK 1
OAKCREST RANCHETTES
UNIT III
CABINET B, SLIDE 398
LOT 19, BLOCK 1
OAKCREST RANCHETTES
UNIT III
CABINET B, SLIDE 398
50
.
0
'
50
.
0
'
Attachement 2 - Replat of Oak Crest
Ranchettes Lot 12
Page 54 of 105
I AARON J. NEUMANN, 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 48491C0290E, 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.
LICENSED PROFESSIONAL ENGINEER
DAN JACKSON, PE
NO. 98728 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 , 2017.
REGISTERED PROFESSIONAL LAND SURVEYOR
TRAVIS L. QUICKSALL, R.P.L.S.
NO.6447 STATE OF TEXAS
MATKIN HOOVER
ENGINEERING & SURVEYING
C/O AARON J. NEUMANN, P.E.
8 SPENCER ROAD SUITE 100
BOERNE, TEXAS 78006
OFF: (830) 249-0600
FAX: (830) 249-0099
ANEUMANN@MATKINHOOVER.COM
REPLAT OF LOT 12,
OAK CREST
RANCHETTES UNIT 3,
BLOCK I
OWNER/DEVELOPER:AGENT/PREPARER:DATE: FEBRUARY 2017
LOT 12, BLOCK 1 OF OAK CREST RANCHETTES, UNIT 3, A SUBDIVISION IN WILLIAMSON COUNTY, TEXAS ACCORDING TO THE MAP OR PLAT
RECORDED IN CABINET B, SLIDES 398 - 400 AND CABINET C, SLIDES 1 - 2, PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS.
NOTES:
1.UTILITY PROVIDERS FOR THIS DEVELOPMENT ARE WATER: CITY OF GEORGETOWN, WASTEWATER/SEPTIC:SEPTIC, AND
ELECTRIC: PEC
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 STRUCTURES/OBSTRUCTIONS ARE PROHIBITED IN DRAINAGE EASEMENTS.
4.BASIS OF BEARING: THE MONUMENTS OF THIS PLAT HAVE BEEN ROTATED TO THE NAD 83/93 HARN - TEXAS CENTRAL ZONE AND
NAVD 88.
5.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.
6.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.
7.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.
8.A 10-FOOT PUBLIC UTILITY EASEMENT IS RESERVED ALONG ALL STREET FRONTAGES WITHIN THIS PLAT.
9.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.
10.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.
11.THERE ARE NO AREAS WITHIN THE BOUNDARIES OF THIS SUBDIVISION IN THE 100-YEAR FLOODPLAIN AS DEFINED BY FIRM MAP
NUMBER 48491C0290E, EFFECTIVE DATE OF 9/26/2008.
12.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. IT IS THE RESPONSIBILITY OF THE OWNER, NOT THE COUNTY, TO ASSURE COMPLIANCE
WITH THE PROVISIONS OF ALL APPLICABLE STATE, FEDERAL AND LOCAL LAWS, AND REGULATIONS RELATING TO THE PLATTING
AND DEVELOPMENT OF THIS PROPERTY.
13.NO HOMES OR STRUCTURES SHALL BE PLACED WITHIN THE "NO CONSTRUCTION BUILDING SETBACK EASEMENT".
14.ON-SITE SEWAGE FACILITIES MUST BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER OR REGISTERED SANITARIAN.
15.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. TCEQ EXEMPTION APPROVED ON OCTOBER 24, 2016.
16.THIS SUBDIVISION 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 COVER AREA. LANDSCAPING IS PROHIBITED WITHIN THE COUNTY ROAD RIGHT-OF-WAY.
17.A GEOLOGIC ASSESSMENT, IN ACCORDANCE WITH THE CITY OF GEORGETOWN WATER QUALITY REGULATIONS, WAS
COMPLETED ON OCTOBER 27TH, 2016. NO SPRINGS OR STREAMS WERE IDENTIFIED ON THE PROPERTY.
18.THE MAXIMUM IMPERVIOUS COVER PER RESIDENTIAL LOT IS 20 PERCENT.
19.THIS SUBDIVISION IS SUBJECT TO ALL GENERAL NOTES AND RESTRICTIONS APPEARING ON THE PLAT OF LOT 12, BLOCK 1 OF
OAK CREST RANCHETTES, UNIT 3, A SUBDIVISION IN WILLIAMSON COUNTY, TEXAS ACCORDING TO THE PLAT RECORDED IN
DOCUMENT NUMBER 1973005230 IN CABINET B, SLIDES 398 - 400 AND CABINET C, SLIDES 1 -2, IN THE OFFICIAL PUBLIC RECORDS
OF WILLIAMSON COUNTY, TEXAS.
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.THERE ARE NO HERITAGE TREES ON THE SITE.
22.NO IMPROVEMENTS WILL BE ALLOWED WITHIN THE OAK GROVE LANE RIGHT-OF-WAY INCLUDING, BUT NOT LIMITED TO
LANDSCAPING, LIGHTING, FENCING, SIGNAGE AND IRRIGATION, WITHOUT FIRST EXECUTING A LICENSE AGREEMENT WITH
WILLIAMSON COUNTY.
23.ALL SIDEWALKS ARE TO BE MAINTAINED BY EACH OF THE ADJACENT PROPERTY OWNERS.
24.ONE-WAY "CIRCULAR" DRIVEWAYS SHALL BE PROHIBITED ONTO OAK GROVE LANE.
25.A DE FACTO CERTIFICATE OF COMPLIANCE IS HEREBY ISSUED FOR ALL LOTS WITHIN THIS SUBDIVISION. THIS CERTIFICATE IS
VALID UNTIL SUCH TIME AS FEMA REVISES OR NEWLY ADOPTS FLOODPLAIN BOUNDARIES IN THIS AREA.
MICHAEL & JEAN FLAHIVE
614 OAK GROVE LANE
GEORGETOWN, TX 78628
(512) 289-8149 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
BEFORE ME, THE ABOVE AUTHORITY, ON THIS DAY PERSONALLY APPEARED , KNOWN TO ME
TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THIS FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO
ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED, AND IN
THE CAPACITY THEREIN STATED. AND SEAL OF OFFICE THIS DAY OF ,2017.
STATE OF TEXAS )(
)(KNOW ALL MEN BY THESE PRESENTS;
COUNTY OF WILLIAMSON )(
WE, MICHAEL AND JEAN FLAHIVE, OWNERS OF THE CERTAIN PLAT OF LOT 12, BLOCK 1 OF OAK CREST
RANCHETTES, UNIT 3, A SUBDIVISION IN WILLIAMSON COUNTY, TEXAS ACCORDING TO THE MAP OR PLAT
RECORDED IN CABINET B, SLIDES 398 - 400 AND CABINET C, SLIDES 1 - 2, PLAT RECORDS OF WILLIAMSON
COUNTY, TEXAS, AND DO HEREBY STATE THAT THERE ARE NO LIEN HOLDERS OF THE CERTAIN TRACT OF LAND,
AND DO HEREBY SUBDIVIDE SAID TRACT AS SHOWN HEREON, AND DO HEREBY CONSENT TO ALL PLAT NOTE
REQUIREMENTS SHOWN HEREON, AND DO HEREBY FOREVER DEDICATE TO THE PUBLIC THE ROADS, ALLEYS,
RIGHTS-OF-WAY, EASEMENTS AND PUBLIC PLACES SHOWN HEREON FOR SUCH PUBLIC PURPOSES AS
WILLIAMSON COUNTY MAY DEEM APPROPRIATE, AND DO HEREBY STATE THAT ALL PUBLIC ROADWAYS AND
EASEMENTS AS SHOWN ON THIS PLAT ARE FREE OF LIENS.
STATE OF TEXAS )(
)(KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF WILLIAMSON )(
BASED UPON THE REPRESENTATIONS OF THE ENGINEER OR SURVEYOR WHOSE SEAL IS AFFIXED
HERETO, AND AFTER REVIEW OF THE PLAT AS REPRESENTED BY THE SAID ENGINEER OR SURVEYOR, I FIND
THAT THIS PLAT COMPLIES WITH THE REQUIREMENTS OF EDWARDS AQUIFER REGULATIONS FOR WILLIAMSON
COUNTY AND WILLIAMSON COUNTY ON-SITE SEWAGE FACILITY REGULATIONS. THIS CERTIFICATION IS MADE
SOLELY UPON SUCH REPRESENTATIONS AND SHOULD NOT BE RELIED UPON FOR VERIFICATIONS OF THE FACTS
ALLEGED. THE WILLIAMSON COUNTY AND CITIES HEALTH DISTRICT (WCCHD) AND WILLIAMSON COUNTY
DISCLAIMS ANY RESPONSIBILITY TO ANY MEMBER OF THE PUBLIC FOR INDEPENDENT VERIFICATION OF THE
REPRESENTATIONS, FACTUAL OR OTHERWISE, CONTAINED IN THIS PLAT AND THE DOCUMENTS ASSOCIATED
WITHIN IT.
STATE OF TEXAS )(
)(KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF WILLIAMSON )(
I, SOFIA NELSON, PLANNING DIRECTOR OF THE CITY OF GEORGETOWN, DO HEREBY CERTIFY THIS PLAT IS
APPROVED FOR FILING OF
RECORD WITH THE COUNTY CLERK OF WILLIAMSON COUNTY, TEXAS.
OWNER
NOTARY PUBLIC STATE OF TEXAS
MY COMMISSION EXPIRES ON:
DEBORAH L. MARLOW, RS, OS0029596
DIRECTOR, ENVIRONMENTAL HEALTH SERVICES, WCCHD
DATE
I, , COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY
THAT THE FOREGOING INSTRUMENT IN WRITING, WITH ITS CERTIFICATE OF AUTHENTICATION WAS FILED FOR
RECORD IN MY OFFICE ON THE DAY OF , A.D.,2017, AT O'CLOCK,M AND
DULY RECORDED THIS THE DAY OF , 2017 , AD, AT O'CLOCK M, IN THE
OFFICIAL PUBLIC RECORDS OF SAID COUNTY IN DOCUMENT NO. .
TO CERTIFY WHICH, WITNESS MY HAND AND DEAL AT THE COUNTY COURT OF SAID COUNTY, AT MY OFFICE IN
GEORGETOWN, TEXAS, THE DATE LAST SHOWN ABOVE WRITTEN.
NANCY RISTER, CLERK COUNTY COURT OF WILLIAMSON COUNTY, TEXAS
BY: DEPUTY
MICHAEL FLAHIVE
614 OAK GROVE LANE
GEORGETOWN, TX 78628
SOFIA NELSON, CNU-A, PLANNING DIRECTOR DATE
BASED UPON THE REPRESENTATIONS OF THE ENGINEER OR SURVEYOR WHOSE SEAL IS AFFIXED
HERETO, AND AFTER REVIEW OF THE PLAT AS REPRESENTED BY THE SAID ENGINEER OR SURVEYOR, I FIND
THAT THIS PLAT COMPLIES WITH THE WILLIAMSON COUNTY FLOOD PLAIN REGULATIONS. THIS CERTIFICATION IS
MADE SOLELY UPON SUCH REPRESENTATIONS AND SHOULD BE RELIED UPON FOR VERIFICATIONS OF THE
FACTS ALLEGED. WILLIAMSON COUNTY DISCLAIMS ANY RESPONSIBILITY TO ANY MEMBER OF THE PUBLIC FOR
INDEPENDENT VERIFICATION OF THE REPRESENTATIONS, FACTUAL OR OTHERWISE, CONTAINED IN THIS PLAT
AND THE DOCUMENTS ASSOCIATED WITHIN IT.
J. TERRON EVERTSON, P.E., C.F.M.
WILLIAMSON COUNTY FLOODPLAIN ADMINISTRATOR
DATE
THIS PLAT HAS BEEN ACCEPTED AND APPROVED FOR FILING OF RECORD WITH THE COUNTY CLERK OF
WILLIAMSON COUNTY, TEXAS, 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
DATE
OWNER JEAN FLAHIVE
614 OAK GROVE LANE
GEORGETOWN, TX 78628
FP-2016-044
QUICK INC.
C/O TRAVIS QUICKSALL, R.P.L.S.
3305 SHELL ROAD
GEORGETOWN, TEXAS 78628
OFF: (512) 915-4950
TQUICKSALL@QUICK-INC.NET
SURVEYOR:
Page 55 of 105
City of Georgetown, Texas
Planning and Zoning
April 18, 2017
SUBJECT:
Public Hearing and p o s s ib le ac tion on a reques t to Rezone 87.517 acres loc ated at the intersec tion of
Wes tingho use R o ad and the extension of Mays S treet, fro m MF -1 District (Multifamily), C-1 (Loc al
commerc ial), and Bus iness Park (BP) to the P lanned Unit Development Dis tric t (PUD)to be known as
New Westinghouse Investors Tract. (REZ-2016-031). S o fia Nels o n, Planning Direc tor
ITEM SUMMARY:
Background:
The New Westingho us e Inves tors Trac t Planned Unit Development District is loc ated o n the south side of
Wes tingho use Road and enc o mp as s es approximately 87.517 ac res . The p ro ject propos es a mix of
commerc ial, offic e and high d ens ity multi-family res idential units with c o ntinuity and unifo rmity in signage
and land s caping. Pedestrian trails will be des igned to provide a link b etween us es and s hared b y res id ents
o f the multifamily trac ts and emp lo yees of the c o mmercial build ings . The primary uses of the p ro p erty
s hall be offic e, c o mmercial and high dens ity multi-family res id ential. Bourn Co mp anies shall initiate the site
p lan ap p ro val p ro cess with a minimum c ommitment of one (1) two-sto ry b uilding with a to tal o f 50,000
s q uare feet (25,000 s q ft. floor p late) o f offic e s p ace within one-year o f PUD ap p ro val.
Public Comment:
To d ate, no written pub lic comments have been received .
Staff Recommendation:
Staff rec o mmend s approval of the reques t.
FINANCIAL IMPACT:
n/a
SUBMITTED BY:
Sofia Nelson, C NU-A, P lanning Directo r
ATTACHMENTS:
Description Type
s taff report Cover Memo
Aerial location map Cover Memo
zoning map Cover Memo
PUD Development Plan Cover Memo
conceptual land plan Backup Material
s ite connection Backup Material
property lines and s etback Backup Material
location of s torm water facilities Backup Material
lands caping Backup Material
lands cape s tandards Backup Material
Page 56 of 105
office entry Backup Material
office s ideview Backup Material
Page 57 of 105
Georgetown Planning Department Staff Report
REZ-2016-028
Gabriels Bluff C-1 to PUD with C-1 base
Report Date: April 13, 2017
File No: REZ-2016-031
Project Planner: Sofia Nelson, Planning Director
Item Details
Project Name: New Westinghouse Investors Tract
Location: Along Westinghouse Road at the intersection of the new Mays Street
extension.
Total Acreage: 87.517 acres
Applicant: David Singleton
Property Owner: Horizontal Westinghouse Investors
Contact: David Singleton
Existing Use: Undeveloped land
Existing Zoning: MF-2 (Multi-family), C-1 (local commercial), and BP (business park)
Proposed Zoning: Planned Unit Development (PUD) with General Commercial and Multi-
family base zoning
Future Land Use: Employment Center and High Density Residential
Overview of Applicant’s Request
The New Westinghouse Investors Tract Planned Unit Development District is located on the
south side of Westinghouse Road and encompasses approximately 87.517 acres. The project
proposes a mix of commercial, office and high density multi-family residential units with
continuity and uniformity in signage and landscaping. Pedestrian trails will be designed to
provide a link between uses and shared by residents of the multifamily tracts and employees
of the commercial buildings. The primary uses of the property shall be office, commercial and
high density multi-family residential. Bourn Companies shall initiate the site plan approval
process with a minimum commitment of one (1) two-story building with a total of 50,000
square feet (25,000 sqft. floor plate) of office space within one-year of PUD approval.
Site Information
Physical Characteristics:
The site is generally flat.The properties drop elevation away from Westinghouse Drive.
Surrounding Properties:
Page 58 of 105
Planning Department Staff Report
REZ-2016-031
Westinghouse Investors PUD
The immediately surrounding properties are a mix of undeveloped properties and residential
uses. This vicinity has seen significant interest in multi-family development. The extension of
Mays Streets allows for another connection point into Round Rock and direct access to retail
services and goods at the University/Mays node in Round Rock.
Location Zoning Future Land Use Existing Use
North C-1, Local Commercial Employment
Center
Multi-family development
South Round Rock ETJ -- Tierra Vista Residential
Subdivision
East Ag, Agriculture
RS, Single Family
Residential
Employment
Center,
High Density
Residential, and
Mixed Use
Center
Existing commercial
development along
Westinghouse and the
Development of Single
family subdivision
West Business Park Employment
Center
Undeveloped
Page 59 of 105
Planning Department Staff Report
REZ-2016-031
Westinghouse Investors PUD
Utilities
Electric, water, and wastewater are served by the City of Georgetown.
Transportation
The project will take primary access off of the New Mays Street extension. The project will be
developed in phases and TIA’s shall be prepared, submitted and reviewed with any phase of the project
that triggers a TIA as established in the Unified Development Code. Bi-directional curb cuts shall be
limited to those locations where existing median breaks on Mays Street are located. Additional right-
in/right-out only driveways may be proposed at the time of Site Plan review and approval. Cross access
between lots may be limited/restricted due to topographic constraints. Shared driveways shall be
encouraged throughout the project.
2030 Comprehensive Plan
The properties are contained within the 2030 Plan land use designation of Employment
Center and High Density Residential.
The Employment Center designation is intended for tracts of undeveloped land located at
strategic locations, which are designated for well planned, larger scale employment and
business activities, as well as supporting uses such as retail, services, hotels, and high density
Page 60 of 105
Planning Department Staff Report
REZ-2016-031
Westinghouse Investors PUD
residential development (stand-alone or in mixed-use buildings) as a conditional use. Primary
uses include offices, flex offices, and technology research and development, as well as
environmentally friendly manufacturing. These uses should be encouraged to develop in a
campus-like setting with generous, linked open space to maximize value, promote visual
quality, and encourage pedestrian activity between employment areas and areas of
supporting uses such as retail, restaurants, and residential.
The High Density Residential designation provides for residential uses to diversify the
housing stock by accommodating dwelling types that maintain a compatible neighborhood
scale and character, such as patio homes and townhomes. Additionally, duplexes, triplexes,
fourplexes, apartments, condominiums, life care and other forms of multifamily housing types
are envisioned within this land use area. This land use classification is ideally suited near
major activity and employment centers and in areas suitable for future transit service. The
High-Density Residential category may also support complementary non-residential uses
along arterial roadways such as neighborhood-serving retail, office, institutional, and civic
uses.
Proposed Zoning District
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. In addition to the zoning change approval criteria, the
Planning and Zoning Commission and City Council shall consider the following specific
objectives and criteria for approving the PUD:
Rezoning to and development under the PUD District will be permitted only in
accordance with the following specific objectives:
1. A variety of housing types, employment opportunities, or commercial services to achieve a
balanced community;
2. An orderly and creative arrangement of all land uses with respect to each other and to the
entire community;
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;
Page 61 of 105
Planning Department Staff Report
REZ-2016-031
Westinghouse Investors PUD
4. The provisions of cultural or recreational facilities for all segments of the community;
5. The location of general building envelopes to take maximum advantage of the natural and
manmade environment; and
6. The staging of development in a manner which can be accommodated by the timely
provision of public utilities, facilities, and services.
PUD Summary:
The PUD document consists of the following documents:
• PUD Development Plan
• Conceptual Land Plan
• Elevations and Design Standards for the Office Building
• Landscape Information
A breakdown of development standards included in the PUD is as follows:
Page 62 of 105
Planning Department Staff Report
REZ-2016-031
Westinghouse Investors PUD
Development
Standard
Code Requirement PUD Standard
Land Uses Uses permitted in compliance
with the base zoning
designation.
The PUD establishes the following use
standards:
1) The primary uses of the property shall
be office, commercial and high density
multi-family residential. Bourn
Companies shall initiate the site plan
approval process with a minimum
commitment of 1- 2story 50,000 square
feet of office space within one-year of
PUD approval.
2) The PUD establishes C-3 and MF-2
districts as base zoning districts. The
PUD further limits C-3 uses based on the
location of the property.
Building Height C-3 limits the building height to
45 feet.
The PUD requests 60/80 feet building
height maximum. Office building
height limited to 60 ft. / 80 ft. building
height allowed for hotel only.
Building
Materials
At least 80% of the collective
walls of a building shall be
finished in one or more of the
following building materials:
Brick, stone, cast stone, rock,
marble, granite, glass block or
tile, stucco or plaster, Split-face
concrete block, poured-in-place
concrete, and tilt-wall concrete,
Glass with less than 20%
reflectance.
Renderings have been provided for the
office building. All buildings shall meet
the minimum design standards set forth
in the UDC. Design Standards have
been included as part the PUD request.
Tree
Preservation
The site will meet the minimum
requirements of the code
The site will meet the minimum
requirements of the code
Scenic/Natural
Gateway
Landscape
Buffer
n/a A 25’ landscape buffer will be
developed along Mays Street. The
landscape buffer will includes, native
grasses, shrubs, and trees where they
do not conflict with the overlapping
utility easement.
Page 63 of 105
Planning Department Staff Report
REZ-2016-031
Westinghouse Investors PUD
Staff Analysis and Recommendation
Consistent Neutral Not
Consistent
UDC Criteria
X A variety of housing types, employment opportunities, or
commercial services to achieve a balanced community;
The proposed development will consists of office,
commercial, and multi-family development. The mixture and
connection between the requested uses are consistent with
the comprehensive plan vision for this area.
X An orderly and creative arrangement of all land uses with
respect to each other and to the entire community;
The proposed layout of uses has been reviewed for
arrangement with each other and surrounding uses.
Attention and detail have been made to look at cross-
connectivity, transitions between uses within the PUD and
adjacent to the PUD.
X 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;
The proposed site plan will be consistent with the UDC
requirements for pedestrian walkways and site features to
separate pedestrian and vehicular traffic. Additionally,
plans for pedestrian connectivity between uses within the
PUD have been planned- this goes above and
X The provisions of cultural or recreational facilities for all
segments of the community
This development will meet minimum requirements for
parkland dedication and amenity center spaces within the
multi-family development.
X The location of general building envelopes to take maximum
advantage of the natural and manmade environment; and
Page 64 of 105
Planning Department Staff Report
REZ-2016-031
Westinghouse Investors PUD
X The staging of development in a manner which can be
accommodated by the timely provision of public utilities,
facilities, and services.
Based on all the information presented, staff has made the following findings:
1. The Future Land Use categories of Employment Center and High Density Residential
supports the requested PUD at this location since this category is intended for large
tracts of undeveloped open land where uses such as office, retail, services, hotels, and
high density residential development are supported.
2. The city is developed with stable neighborhoods and commercial areas; however, office
development in close proximity to residential uses, and supporting services are key to
the development of the city and the implementation of the employments center future
land use designation.
3. The development of this property under a PUD designation allows the city to review this
area in a comprehensive and unified manner. Additionally, the use protections,
landscape buffering, and predicablity of the deveopment of the site allows the planning
of a unified development of the city rather than just stand alone parcels.
Staff recommends APPROVAL of the request.
Public Comments
As of the writing of this report, no written comments have been received.
Attachments
Exhibit 1 – Future Land Use Map
Exhibit 2 – Zoning Map
Exhibit 3 – PUD Development Plan
Exhibit 4 – PUD Conceptual Site Layout
Meetings Schedule
April 18, 2017 – Planning and Zoning Commission Public Hearing
April 25, 2017 – City Council Public Hearing and First Reading of an Ordinance
May 9, 2017 – City Council Second Reading of an Ordinance
Page 65 of 105
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Page 66 of 105
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0 ¼½¾MiPage 67 of 105
Development Plan for the New Westinghouse Investors Tract
SOUTHWEST LAND SERVICES, INC. P.O. BOX 984 LEANDER,TEXAS 78646 512.259.9000
1
“EXHIBIT A”
New Westinghouse Investors Tract
Planned Unit Development
Development Plan
A. PROPERTY
The New Westinghouse Investors Tract Planned Unit Development District is located on
the south side of Westinghouse Road and encompasses approximately 87.517 acres,
described as AW0385 – B.C. Low SUR., recorded in Document 201500509, Official Public
Records of Williamson County, herein defined as the “property”.
B. PURPOSE
This PUD serves to augment and/or modify the standards for development outlined in the
City’s Unified Development Code (UDC) in order to implement the vision for the property
and insure a cohesive, quality development not otherwise achieved by the underlying base
zoning districts. In accordance with UDC Section 4.06.010.C “Development Plan
Required”, this Development Plan titled Exhibit A is a summary of the development and
design standards for the property.
The project proposes a mix of commercial, office and high density multi-family residential
units with continuity and uniformity in signage and landscaping. Pedestrian trails will be
designed to provide a link between uses and shared by residents of the multi family tracts
and employees of the commercial buildings.
C. APPLICABILITY AND BASE ZONING
In accordance with UDC Section 4.06.010.A “Compatibility with Base Zoning District”, all
development of the property shall conform to the base zoning districts of C-3 and MF-2.
Except for those requirements specifically deviated by this Development Plan, all
development standards established in the most current version of the UDC at time of
development shall be applicable, including amendments or ordinances adopted after the
date of this PUD. In the case that this Development Plan does not address a specific item,
the City of Georgetown UDC and any other applicable Ordinances shall apply. In the
event of a conflict between the regulations of this PUD and the regulations of the
appropriate base zoning district, the PUD shall control.
D. CONCEPTUAL LAND PLAN
A Conceptual Land Plan has been attached to this Development Plan as Exhibit B to
illustrate the land use and design intent for the property. The Conceptual Land Plan is
intended to serve as a guide to illustrate the general vision and design concepts and is not
intended to serve as a final document. As such, proposed building and parking locations
and configurations are subject to refinement at time of Site Plan review. The Conceptual
Land Plan depicts a series of buildings, parking, outdoor areas, and landscaping that may
be developed in phases, provided the minimum requirements of the PUD district are
proportionally met with each phase. Approval of this PUD, Development Plan, and
Conceptual Land Plan does not constitute approval of a Site Plan per Section 3.09 of the
UDC.
Page 68 of 105
Development Plan for the New Westinghouse Investors Tract
SOUTHWEST LAND SERVICES, INC. P.O. BOX 984 LEANDER,TEXAS 78646 512.259.9000
2
E. LAND USES
1. Primary Uses. The primary uses of the Property shall be office, commercial and high
density multi-family residential. Bourn Companies shall initiate the site plan approval
process with a minimum commitment of 50,000 square feet of office space within one-
year of PUD approval.
2. Other Permitted Uses.
No additional uses are proposed in either of the underlying zoning districts.
3. Prohibited Uses.
Pursuant to Chapter 5 of the Code and this PUD, the following shall be prohibited uses
for all C-3 areas or tracts except the 1.467-acre C-3 tract at Westinghouse Road and
Mays Street.
(a) Mf, Attached Dwelling Units
(b) Upper-Story Residential
(c) Home-Based Business
(d) Assisted Living
(e) Nursing or Convalescent Home
(f) Hospice Facility
(g) School, Elementary
(h) School, Middle
(i) School, High
(j) Day Care, Group
(k) Activity Center, Youth or Senior
(l) Community Center
(m) Correctional Facility
(n) Emergency Service Station
(o) Social Service Facility
(p) Transient Service Facility
(q) Hospital
(r) Hospital Psychiatric
(s) Substance Abuse Facility
(t) Religious Assembly Facilities
(u) Religious Assembly Facilities with Columbaria
(v) Public-Park, Regional
(w) Cemetary, Columbaria, Mausoleum or Memorial Park
(x) Live Music or Entertainment
(y) Dance Hall or Nightclub
(z) Theater, Movie or Live
(aa) Membership Club or Lodge
(bb) Major Event Entertainment
(cc) Event Facility
(dd) Commercial Recreation
(ee) Driving Range
(ff) Firing Range, Indoor
(gg) Blood or Plasma Center
(hh) Data Center
(ii) Agricultural Sales
(jj) Flea Market
(kk) Laundromat
(ll) Small Engine Repair
(mm) Funeral Home
(nn) Kennel
(oo) Self Storage Outdoor
(pp) Event Catering and Equipment Rental Services
(qq) Pest Control or Janitorial Services
(rr) Manufactured Housing Sales
(ss) Automotive Sales, Rental or Leasing Facility
(tt) Automotive Parts and Accessories, Outdoor
(uu) Automobile Repair and Service Limited
(vv) Automobile Repair and Service General
(ww) Recreational Vehicle Sales Rental or Service
Page 69 of 105
Development Plan for the New Westinghouse Investors Tract
SOUTHWEST LAND SERVICES, INC. P.O. BOX 984 LEANDER,TEXAS 78646 512.259.9000
3
Site Specific Restrictions for the 1.467 acre C-3 at Westinghouse and Main Street
(a) Mf, Attached Dwelling Units
(b) Upper-Story Residential
(c) Home-Based Business
(d) Assisted Living
(e) Nursing or Convalescent Home
(f) Hospice Facility
(g) School, Elementary
(h) School, Middle
(i) School, High
(j) School, College
(k) School, Business or Trade
(l) Day Care, Group
(m) Day Care Commercial
(n) Activity Center, Youth or Senior
(o) Community Center
(p) Correctional Facility
(q) Emergency Services Station
(r) Government or Postal Office
(s) Library or Museum
(t) Social Service Facility
(u) Transient Service Facility
(v) Hospital
(w) Hospital Psychiatric
(x) Substance Abuse Facility
(y) Religious Assembly Facilities
(z) Religious Assembly Facilities w/ Columbaria
(aa) Public Park, Neighborhood
(bb) Public Park, Regional
(cc) Cemetery, Columbaria, Mausoleum, or Memorial Park
(dd) Inn
(ee) Hotel, Boutique
(dd) Hotel Full Service
(ff) Hotel Limited Service
(gg) Hotel Extended Stay
(hh) Motel
(ii) Theater, Movie or Live
(jj) Major Event Entertainment
(kk) Event Facility
(ll) Driving Range
(mm) Firing Range, Indoor
(nn) Blood or Plasma Center
(oo) Medical Complex
(pp) Data Center
(qq) Laundromat
(rr) Small Engine Repair
(ss) Funeral Home
(tt) Manufactured Housing Sales
(uu) Automotive Sales, Rental or Leasing Facility
(vv) Automotive Parts & Accessories Sales, Indoor
(ww) Automotive Parts and Accessories, Outdoor
(xx) Automotive Repair and Service Limited
(yy) Automotive Repair and Service General
4. Permitted Accessory Uses.
No accessory uses are proposed in either of the underlying zoning districts.
Page 70 of 105
Development Plan for the New Westinghouse Investors Tract
SOUTHWEST LAND SERVICES, INC. P.O. BOX 984 LEANDER,TEXAS 78646 512.259.9000
4
F. DESIGN STANDARDS
All buildings within this PUD will comply with the UDC Non-Residential Design Standards unless
otherwise modified within this PUD.
1. Densities: [see tables below]
2. Setbacks: As permitted in Section 7.03.030 C.4.a.ii of the UDC, retaining walls shall
be permitted to be constructed within the building setback.
[see tables below]
3. Building Heights: [see tables below]
C-3 DESIGN STANDARDS
Dimension General Commercial
C-3
Per UDC
General Commercial
C-3
PUD Request
District Size – Min. Acreage
5 Acres 1 Acre
Lot Width
(minimum) 50 ft. 50 ft.
Front/Street Setback
(minimum) 25 ft. 25 ft.
Side Setback
(minimum) 10 ft. 10 ft.
Side Setback to Residential
District
(minimum)
15 ft. 15 ft.
Rear Setback
(minimum)
10 ft. 10 ft.
Rear Setback to Residential
(minimum) 25 ft. 25 ft.
Max Height of Building
45 ft.
60/80 ft.*
Bufferyards
C
C
*Office building height limited to 60 ft. / 80 ft. building height allowed for hotel only.
Page 71 of 105
Development Plan for the New Westinghouse Investors Tract
SOUTHWEST LAND SERVICES, INC. P.O. BOX 984 LEANDER,TEXAS 78646 512.259.9000
5
MF-2 DESIGN STANDARDS
4. Building Materials. Materials and colors will be submitted to the Planning Director as
a condition for final approval of the Site Plan(s).
At least 80% of the collective walls of a building shall be finished in one or more of the
following building materials:
A. Brick, stone, cast stone, marble, granite, glass block, tile, or prefinished
architectural metal panels.
B. Stucco or plaster.
C. Split-face, shotblast, exposed aggregate, groundface or vertical scored concrete
block, poured-in-place concrete, and tilt-wall concrete. Any use of concrete
products shall have an integrated color and be textured or patterned. Tilt-wall
Lot and
Dimensional Standards
MF-2
(High Density Multifamily)
Per UDC
MF-2
(High Density Multifamily)
PUD Request
Lot Size
(minimum)
2 Acres
2 Acres
Dwelling Units per acre
(maximum)
24 Units
24 Units
Apartment Units per
Structure
(maximum)
24 Units
24 Units
Lot Width
(minimum)
50 ft.
50 ft.
Front Setback
(minimum)
25 ft.
25 ft.
Side Setback
(minimum)
15 ft.
15 ft.
Side Setback to
Residential District
(minimum)
30 ft.
30 ft.
Rear Setback
(minimum)
15 ft.
15 ft.
Rear Setback to
Residential District
(minimum)
30 ft.
30 ft.
Building Height
(maximum)
45 ft.
45 ft.
Page 72 of 105
Development Plan for the New Westinghouse Investors Tract
SOUTHWEST LAND SERVICES, INC. P.O. BOX 984 LEANDER,TEXAS 78646 512.259.9000
6
concrete structures shall include reveals, punch-outs or other similar surface
characteristics to enhance the wall on at least 10% of each wall.
D. Glass with less than 20% reflectance. A maximum of 50% of the first two stories or
floors of a building may be constructed in glass. Above the first two stories or
floors, there are no restrictions on the amount of glass allowed.
E. The following materials may be counted towards the minimum building material
requirement if they are installed a minimum of four feet above ground level, but
shall not comprise more than 60% of the collective walls of the building.
1. Exterior Insulation and Finish System (EIFS) or equivalent product; or
2. The use of Cellulose fiber-reinforced cement building siding that is horizontally
installed, such as Hardi-plank or similar product approved by a nationally-
recognized building products evaluation service shall be limited to the multi-
family portions of the project.
5. Building Articulation.
A. Horizontal Articulation (Footprint).
1. No building wall shall extend laterally for a distance greater than 120 feet
without a perpendicular offset of at least 3 feet.
2. Where the length of the wall is less than 120 feet, articulation is not required.
3. The perpendicular offset shall extend laterally for a distance equal to at least
50% of the buildings average height.
4. The perpendicular and lateral offset(s) may be divided and distributed
throughout the length of the wall if the applicant demonstrates, to the satisfaction
of the Director, that the intent of this Section has been met.
B. Vertical Articulation.
1. No building wall shall extend laterally for a distance greater than 120 feet
without a change in vertical elevation of at least 25% of such height.
2. The change in elevation shall extend laterally for a distance equal to at least
50% of the buildings height.
3. The vertical change(s) in elevation may be divided and distributed throughout
the length of the wall if the applicant demonstrates, to the satisfaction of the
Director, that the intent of this Section has been met.
6. Exterior Lighting. Exterior Lighting on the Property and its buildings will comply with
the requirements set forth in Section 7.05 of the UDC related to outdoor lighting unless
otherwise described in this PUD. Lighting along Mays Street to be installed with the
construction of Mays Street (by others).
G. PARKING.
Parking on the Property shall be in conformance with Chapter 9 of the UDC except as
otherwise stated in this Development Plan.
Page 73 of 105
Development Plan for the New Westinghouse Investors Tract
SOUTHWEST LAND SERVICES, INC. P.O. BOX 984 LEANDER,TEXAS 78646 512.259.9000
7
H. VEHICULAR ACCESS AND CIRCULATION
1. Transportation Impact Analysis (TIA). The project will be developed in phases and
TIA’s shall be prepared, submitted and reviewed with any phase of the project that
triggers a TIA as established in the Unified Development Code.
2. Driveway Access. Bi-directional curb cuts shall be limited to those locations where
existing median breaks on Mays Street are located. Additional right-in/right-out only
driveways may be proposed at the time of Site Plan review and approval. Cross
access between lots may be limited/restricted due to topographic constraints. Shared
driveways shall be encouraged throughout the project.
I. TREE PRESERVATION
Tree Preservation on the Property shall be in conformance with Chapter 8 of the Unified
Development Code unless otherwise stated in this Development Plan.
J. LANDSCAPE AND BUFFER REQUIREMENTS
Vehicular screening, as required by City Code, will be required along public Right of Way
(R.O.W.). The use of planted berms is encouraged for visual interest and establishing the
natural character referred Exhibit A - Landscape Exhibits. Shade trees planted along
the R.O.W. will further enhance the visual experience. Parking lot trees may be counted
toward this requirement. Ornamental trees listed within the recommended plant list may
count toward the landscape buffer shade tree requirement, but not toward parking shade
tree requirements. Where utilities or easements are present, approval must be given by
applicable authorities for ornamental trees, shrubs, berms, etc. placed within. In lieu of
buffer shade trees, additional shrubs or landscape elements beyond the minimal City
requirements may be acceptable as a form of alternative equivalent compliance.
K. SCREENING OF MECHANICAL EQUIPMENT
Screening of mechanical equipment on roof tops shall comply with the UDC except metal
panel systems shall also be allowed, provided it is consistent with the materials of the
primary building.
L. SIGNAGE
Signage on the Property shall be in conformance with Chapter 10 of the Unified
Development Code unless otherwise stated in this Development Plan or in a Master Sign
Plan ultimately submitted and approved for the Property.
1. Monument Signage. Monument signage along the public right-of-way shall not
be subject to a 25 foot setback from the public right-of-way but shall comply
with the minimum setbacks per UDC Table 10.06.010 and prescribed sight
distance requirements. Monument signage shall be freestanding with a
limestone or other masonry base and landscape skirting the base of the sign.
Monument signs shall be limited to 12 feet in height with a maximum of 96
square feet for each of the 2 permitted sign faces per monument sign.
Monument signs may be lighted with either internal or external illumination that
complies with UDC Section 10.05 Light Standards.
Page 74 of 105
Development Plan for the New Westinghouse Investors Tract
SOUTHWEST LAND SERVICES, INC. P.O. BOX 984 LEANDER,TEXAS 78646 512.259.9000
8
2. Directional and Wayfinding Signage. Directional and wayfinding signs internal
to the Property shall conform to the UDC.
M. IMPERVIOUS COVERAGE
Impervious coverage on the Property shall be in conformance with Chapter 11 of the
Unified Development Code unless otherwise stated in this Development Plan.
N. STORMWATER
Stormwater management on the Property shall be in conformance with Chapter 11 of the
Unified Development Code unless otherwise stated in this Development Plan (see Exhibit
E). Applicant will encourage all property owners within the PUD to participate in regional
water quality and detention facilities.
O. PARKLAND AND COMMON AMENITY AREA
1. Parkland. The parkland dedication requirements of UDC Section 13.05 may be met
with fee-in lieu of dedication, as provided for in Section 13.05.010.D, at time of Site
Plan approval, in an amount equal to $200 per new dwelling unit, or by dedication of
parkland as required by the UDC. Dedication of parkland will only be accepted upon
the approval of the Parks Director and the Parks Advisory Board.
2. Common Amenity Area. The Common Amenity Area requirements of UDC Section
6.06.020 will be met by integrating the following amenities on-site: pedestrian trail,
lighting and landscaping in general conformance with those improvements as depicted
on Exhibit B.
P. PUD MODIFICATIONS
In conformance with Section 4.06.010.D.3 of the UDC, modifications to this Development
Plan shall require City Council approval of an amendment to this PUD processed pursuant
to Section 3.06 of the UDC, except, where the Director of Planning determines such
modifications to be minor, the Director may authorize such modifications. Minor
modifications may include changes to building sizes, uses, or locations providing those
modifications conform to the general intent of this PUD, uses authorized by this PUD, or to
applicable provisions of the UDC and any other applicable regulations.
Q. LIST OF EXHIBITS
Exhibit A – This PUD Development Plan
Exhibit B - Conceptual Land Plan
Exhibit C – Site Cross Section
Exhibit D – Property Lines & BLDG Setbacks
Exhibit E – Storm Water Management Facilities
Exhibit F – Potential Landscape Areas and Landscape Standards
Exhibit G - Contents and General Landscape Design Standards
Exhibit H - Parking Lot Screening and Streetscape Concepts
Exhibit I - Connectivity Exhibit
Page 75 of 105
Development Plan for the New Westinghouse Investors Tract
SOUTHWEST LAND SERVICES, INC. P.O. BOX 984 LEANDER,TEXAS 78646 512.259.9000
9
Exhibit J - Pathway/Rest Area Concept
Exhibit K - Conceptual Renderings of Office Buildings (1&2)
Page 76 of 105
PREPARED
FOR:
No.DATE BYDESCRIPTION
◊ 5208 PRYOR LANE, AUSTIN, TEXAS 78734 ◊
◊ TBPE FIRM # F-9799 ◊ (512) 848-5796 ◊
DOCUMENT IS FOR
INTERIM REVIEW AND
NOT INTENDED FOR
CONSTRUCTION BIDDING
OR PERMIT PURPOSES
Project No.
Sheet No.
Drawn By:
Check by:
Scale:
Date:
Sheet Index:
100 YR FLOODPLAIN
of
0749-001
2 6
TJG
TJG
1" = 400'
4/6/2017
EXHIBIT B
################
################
################
################
################
HORIZONTAL WESTINGHOUSE
INVESTORS TRACT
EXHIBIT B
CONCEPTUAL LAND PLAN
BOURN COMPANIES, LLC
20 E. CONGRESS, SUITE 300
TUCSON, AZ 85701
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FUTURE MULTI-FAMILY SITE
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Page 77 of 105
Project No.
Sheet No.
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DOCUMENT IS FOR
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NOT INTENDED FOR
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OR PERMIT PURPOSES
of
0749-001
3 6
TJG
TJG
1" = 400'
4/6/2017
EXHIBIT C
HORIZONTAL
WESTINGHOUSE
INVESTORS TRACT
EXHIBIT C
SITE CROSS SECTION
################
################
################
################
################
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SITE CROSS SECTION 500' EAST OF WEST PROPERTY LINE
H: 1"=400.00'
V: 1"=80.00'
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ANATOLE AT WESTINGHOUSE APARTMENTS
WESTINGHOUSE
ROAD R.O.W.
PROPERTY LINE
PH 1 DEVELOPMENT AREA
PROPOSED MF SITE
MAYS
STREET
R.O.W.
SOUTHERN PROPERTY LINE
PHASE 2 DEVELOPMENT AREA
PROPOSED FFE = 816.50 PROPOSED FFE = 815.80
FFE ≈ 886
FFE ≈ 871
EXISTING GRADE
PROPOSED
GRADE PROPOSED GRADE
EXISTING GRADE
PROPOSED MF SITE
60' BUILDING HEIGHT TOP ≈ 876.5 60' BUILDING HEIGHT TOP ≈ 875.8
80' BUILDING HEIGHT TOP ≈ 895.8
Page 78 of 105
WESTINGHOUSE ROAD
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SOUTH REGIONAL
LIFT STATION
of
0749-001
4 6
TJG
TJG
1" = 400'
4/6/2017
################
################
################
################
################
HORIZONTAL WESTINGHOUSE
INVESTORS TRACT
EXHIBIT D
PROPERTY LINES AND
BUILDING SETBACKS
BOURN COMPANIES, LLC
20 E. CONGRESS, SUITE 300
TUCSON, AZ 85701
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SCALE IN FEET
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N
10' BLDG SETBACK
PROPERTY LINE
10' BLDG SETBACK
10' BLDG SETBACK
25' GUS ESMT.
(DOC # 2017008574)SOUTH REGIONAL
LIFT STATION
(0.23 ACRES)
(DOC # 2017008572)
100 YR FLOODPLAIN
15' LANDSCAPE BUFFER
PROPERTY LINE
25' GUS ESMT.
(DOC # 2016008518)
30' GUS ESMT.
(DOC # 2017008576)
25' D.E.
(DOC # 2017008575)
112' MAYS STREET R.O.W.
(6.24 ACRES)
(DOC # 2017008573)
25' LANDSCAPE BUFFER
25' LANDSCAPE BUFFER
10' P.U.E.
15' GUS ESMT
10' P.U.E.
PROPERTY LINE
PHASE 1 OFFICE COMPLEX
(11.2 ACRES)
PROPERTY
LINE
15' LANDSCAPE BUFFER
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PHASE 2 OFFICE COMPLEX
(24.305 ACRES)
SOUTH MF SITE
(35.125 ACRES)
NORTH MF SITE
(15.42 ACRES)
COMMERCIAL LOT
(1.47ACRES)
PROPERTY LINE
10' BLDG SETBACK 10' BLDG SETBACK
10' BLDG SETBACK
PROPERTY LINE
10' BLDG SETBACK
10' BLDG SETBACK
10' BLDG SETBACK
10' BLDG SETBACK
10' BLDG SETBACK
WATER QUALITY &
DETENTION FACILITY
(DOC # 2017008575)
30' GUS ESMT
112' MAYS STREET R.O.W.
(DOC # 2017008573)
15' GUS ESMT
10' P.U.E.
25' LANDSCAPE BUFFER
10' P.U.E.
25' LANDSCAPE BUFFER
15' LANDSCAPE
BUFFER
15' LANDSCAPE
BUFFER
PREPARED
FOR:
No.DATE BYDESCRIPTION
◊ 5208 PRYOR LANE, AUSTIN, TEXAS 78734 ◊
◊ TBPE FIRM # F-9799 ◊ (512) 848-5796 ◊
DOCUMENT IS FOR
INTERIM REVIEW AND
NOT INTENDED FOR
CONSTRUCTION BIDDING
OR PERMIT PURPOSES
Project No.
Sheet No.
Drawn By:
Check by:
Scale:
Date:
Sheet Index:
Page 79 of 105
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HORIZONTAL WESTINGHOUSE
INVESTORS TRACT
EXHIBIT E
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FOR:
No.DATE BYDESCRIPTION
◊ 5208 PRYOR LANE, AUSTIN, TEXAS 78734 ◊
◊ TBPE FIRM # F-9799 ◊ (512) 848-5796 ◊
DOCUMENT IS FOR
INTERIM REVIEW AND
NOT INTENDED FOR
CONSTRUCTION BIDDING
OR PERMIT PURPOSES
Project No.
Sheet No.
Drawn By:
Check by:
Scale:
Date:
Sheet Index:
Page 80 of 105
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4/6/2017
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HORIZONTAL WESTINGHOUSE
INVESTORS TRACT
EXHIBIT F
POTENTIAL LANDSCAPE AREAS
BOURN COMPANIES, LLC
20 E. CONGRESS, SUITE 300
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FOR:
No.DATE BYDESCRIPTION
◊ 5208 PRYOR LANE, AUSTIN, TEXAS 78734 ◊
◊ TBPE FIRM # F-9799 ◊ (512) 848-5796 ◊
DOCUMENT IS FOR
INTERIM REVIEW AND
NOT INTENDED FOR
CONSTRUCTION BIDDING
OR PERMIT PURPOSES
Project No.
Sheet No.
Drawn By:
Check by:
Scale:
Date:
Sheet Index:
Page 81 of 105
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Page 82 of 105
Page 83 of 105
Page 84 of 105
City of Georgetown, Texas
Planning and Zoning
April 18, 2017
SUBJECT:
Presentatio n and dis c us sion of the CAMPO/City o f Georgetown Williams Drive Study Co nc ep t Plan –
Nathaniel Waggo ner, AICP, PMP, Trans p o rtation Analyst, and Andreina Dávila-Quintero, P ro ject
Coordinator
ITEM SUMMARY:
On March 9, 2017, the City and CAMPO ho s ted an Op en Hous e Public Meeting to p res ent the Williams
Drive Stud y “Conc ept P lan” that captures the vis ion of the c o mmunity for the c orridor inc o rp o rating
trans p o rtation, land us e and econo mic d evelo p ment improvements . The propos ed conceptual d es igns and
recommend atio ns inc luded (Exhibit A – Conc ep t Plans and Recommend atio ns ):
· Improving the functio nality of the C o rrid o r through:
- Ac cess Management,
- Parking Management,
- Traffic Operatio ns Management, and
- Network Co nnectio ns
· Expand ing P ed es trian and Bic yc le Fac ility Optio ns
· Enhanc ing the Character and Aes thetic s of the Co rrid o r
· Us ing C atalytic S ite(s) to p romote (re)develo p ment within the Center Area (Austin Ave and
Lakeway Dr)
While the c onc eptual p lans highlight the lo ng term vis ion for Williams Drive, the Study also recommend s
actio n items that may be imp lemented in the s ho rt (0-4 years ), mid (5-10 years ), and long (11+ years ) terms
to achieve the vis ion for Williams Drive and ad d res s the five p rimary is s ues (Exhib it B – Potential
Imp lementatio n Projec ts ).
The Op en Ho us e was facilitated b y the Public Wo rks , P lanning and Co mmunic ations departments , and
City Manager ’s Offic e. T he event was attend ed by 82 p eo p le who were able to s ee the conceptual d es igns
and recommendatio ns that the Williams Drive S tud y Projec t Team has d evelo p ed to address the primary
is s ues id entified (Exhibit C – Breakdown o f Pub lic Input). F uture effo rts will identify relevant projec ts and
p o licies to improve the trans p o rtatio n network and s upportive land uses to enhance mo b ility, c o nnectivity,
s afety, and multimo d al optio ns, sup p o rt economic develo p ment and enhanc e a s ens e o f plac e. An
ad d itional public meeting will be hosted in May to p res ent the imp lementatio n p lan.
FINANCIAL IMPACT:
None.
SUBMITTED BY:
Nathaniel Waggo ner, AICP, PMP, Trans p o rtation Analyst, and Andreina Davila-Quintero, P ro ject
Coordinator
ATTACHMENTS:
Description Type
Exhibit A - Concept Plans & Recommendations Exhibit
Page 85 of 105
Exhibit B - Potential Implementation Projects Exhibit
Exhibit C - Breakdown of Public Input Exhibit
Page 86 of 105
Williams Drive Study
Corridor Wide Improvements
• Eliminate multiple curb cuts 1
• Consolidate driveways 2
• Encourage interparcel connections 3
• Raised medians 4
Access Management
Before
After
• Enable shared parking management
practices
• Promotes “park once” opportunities
Parking Management
1
1
2
24
3
Each number corresponds to a corridor improvement treatment
Page 87 of 105
Williams Drive Study
Corridor Wide Improvements
• Synchronize traffic lights to improve trip
reliability
• Include operational improvements such
as bike signals, signage, and pedestrian
beacons
• Improve safety and performance at
intersections
Traffic Operations
Management
• Added capacity through operational
enhancements
• Implementation of traffic calming
strategies
• Addition of bus pullouts
Traffic Operations Management
Corridor Travel
Time Factors
Corridor Travel Time (Minutes) - Jim Hogg to Austin Ave
Morning Evening
Eastbound Westbound Eastbound Westbound
Existing Timing 11.1 13.7 12.5 14.7
With Concept
Improvements 10.3 (-7.7%) 9.8 (-39.8%) 10.4 (-20.2%) 10.0 (-47.0%)
Page 88 of 105
Williams Drive Study
Proposed Network Connections
Local Street Network
• Additional streets can handle
48,000 cars per day compared with
29,000 on Williams Drive alone
• Lack of parallel routes to Williams
Drive increases pressure on the
corridor
• A better connected network of
streets provide alternate routes,
may decrease travel time, and
improve capacity in the corridor
• While the Williams Drive corridor
access is somewhat bound by Lake
Georgetown to the northwest, this
map outlines vehicular connections
that would provide additional
network connectivity on both a
local and regional level Proposed Street Connections
Page 89 of 105
Williams Drive Study
Bicycle Facilities
Legend
Shared Lanes
On-Street Bicycle Lane
River Trail
Connecting Streets
Study Area Boundary
Cycle Track
On-Street Bicycle Lane
Sidepath
Parallel Bicycle Route
Existing Facilities Proposed Facilities
Additional 17 miles of bikeways
Page 90 of 105
Williams Drive Study
Pedestrian Facilities
Sidewalk Conditions
Limited Failure
Priority Two
Failing
No Sidewalk
Master Plan Priority Tiers
Priority Three
LegendPedestrian Priority
Page 91 of 105
Williams Drive
Character Areas
Character Areas
•Williams Drive transverses 6
areas with distinctly different
character
•Each area differs in width
of pavement, posted traffic
speed, and in the use and
form of adjacent development
•These characteristics
contribute to each area’s
identity and the experience of
visiting, or traveling through it
•Each area was used to
designate the different
conditions and approach to
transportation infrastructure
and the way development
would interface with Williams
Drive
I-35
Page 92 of 105
Williams Drive - Corridor Concept
Jimm Hogg Rd. to Cedar Lake Blvd.
• Preserved hill-country landscape buffer from
sidewalk
• Buildings pulled up to internal sidewalk or set
behind a double row and aisle of parking
Form & Character
• Two vehicle travel lanes in either direction with
inner lanes and outer lanes incorporating a curb
and gutter
• A planted center median with left hand turn
pockets would be provided throughout enabling
access management
• Sidewalk along the north side of the corridor
• Pedestrian space along the building frontage on
the southern side of the corridor
• Two planted pedestrian buffers on either side of
the street separating the sidepath and sidewalk
from vehicle traffic
• Two planted pedestrian buffers on either side of
the street separating the sidepath and sidewalk
from parking lots and building frontages as
appropriate
• Sidepath along the south side of the corridor
Travel Lanes
Pedestrian & Bicycle
I-35
Page 93 of 105
Williams Drive - Corridor Concept
Cedar Lake Blvd. to Serenada Dr.
• Wide landscaped buffer from sidewalk
• Buildings pulled up to internal sidewalk or
set behind a double row and aisle of parking
Form & Character
• Two vehicle travel lanes in either direction
with curb and gutter for drainage
• Planted center median with left-turn
pockets
• Sidewalk along the north side of the corridor
• Sidepath along the south side of the corridor
• Pedestrian space along the building frontage
on the southern side of the corridor
• Planted pedestrian buffers on both sides
of the street to separate pedestrians from
traffic and parking lots
Travel Lanes
Pedestrian & Bicycle
I-35
Page 94 of 105
Williams Drive - Corridor Concept
Serenada Dr. to Lakeway Dr.
• Remove and consolidate driveways
• Landscaped buffer from sidewalk with
buildings pulled up to internal sidewalk or set
Form & Character
• Vehicle travel lanes in either direction with
curb and gutter for drainage
• Planted center median with left-turn pockets
• Sidewalk along the north side of the corridor
• Sidepath along the south side of the corridor
• Pedestrian space along the building frontage
on the southern side of the corridor
• Planted pedestrian buffers on both sides of
the street to separate pedestrians from traffic
and parking lots
• Sidepath along the south side of the corridor
Travel Lanes
Pedestrian & Bicycle
I-35
Page 95 of 105
Future Land Use Map
Williams Drive
Centers Area
The Centers Area plan is a plan for a vibrant
mixed-use center and gateway along Williams
Drive from an area south of Austin Avenue to
Lakeway Drive, consistent with the City’s 2030
Comprehensive Plan, special taxing district, and
land use overlays.
Centers Area Plan
Based on input from residents and analysis by
the consultant team, this map provides land
use recommendations for the Centers Area.
Land Use & Built Form
These recommendations advocate for greater
diversity in uses which creates a vibrant
Centers Area.
Proposed new zoning districts recommending
new building types, generalized uses, height
and setbacks will create an attractive and
appealing Centers Area.
Page 96 of 105
Williams Drive - Corridor Concept
Lakeway Dr. to Golden Oaks Dr.
• Remove and consolidate driveways
• Landscaped buffer from sidewalk with
buildings pulled up to internal sidewalk or set
behind a double row and aisle of parking
Form & Character
• Vehicle travel lanes in either direction with
curb and gutter for drainage
• Planted center median with left-turn pockets
• Sidewalks on either side of the corridor
• Pedestrian space along the building frontage
on the southern side of the corridor
• Two planted pedestrian buffers on either side
of the street separating the sidepath and
sidewalk from vehicle traffic
• Two planted pedestrian buffers on either
side of the street separating the sidewalk
from parking lots and building frontages as
appropriate
• No dedicated on-street bike facility
• Shared bicycle and vehicles lanes on either
side of the corridor
• Signed bicycle routes on parallel neighborhood
streets
Travel Lanes
Pedestrian & Bicycle
I-35
Page 97 of 105
Williams Drive - Corridor Concept
Golden Oaks Dr. to Rivery Blvd.
•Wide landscaped buffer from sidewalk
•Buildings pulled up to internal sidewalk or
set behind a double row and aisle of parking
Form & Character
•Two vehicle travel lanes in either direction
with curb and gutter for drainage
•ʥenter median with left-turn pockets
•Sidewalk along the north side of the corridor
•Sidepath along the south side of the corridor
•Pedestrian space along the building frontage
on the southern side of the corridor
•Planted pedestrian buffers on both sides
of the street to separate pedestrians from
traffic and parking lots
Travel Lanes
Pedestrian & Bicycle
I-35
Page 98 of 105
Williams Drive - Centers Concept
Rivery Blvd. to I-35
• Store fronts with windows
• Pulled up to the sidewalk
• Frequent entrances
Form & Character
• Two vehicle travel lanes in either direction with
inner lanes and outer lanes incorporating a
curb and gutter for drainage
• Planted center median with left-turn pockets
• Potential for future use of curb lane for off-
peak parking usage
• Sidewalks on either side of the corridor adjacent
to the building frontages
• Bike accommodations on either side of the street,
adjacent to the sidewalk and separated from the
travel lanes with a planted buffer
Travel Lanes
Pedestrian & Bicycle
I-35
Page 99 of 105
Williams Drive - Centers Concept
Austin Avenue
• Creation of urban street wall
• Side access drive with parking
• Gateway character to Downtown
Form & Character
• Two vehicle travel lanes in either direction
with curb and gutter for drainage
• Planted center median with left-turn pockets
• Access drive on either side of roadway with a
travel lane and parking lane
• Sidewalks on either side of the corridor
• Two planted pedestrian buffers on either
side of the street separating the sidewalk
from vehicle traffic and the access drive
• Bike accommodations on either side of
the street, adjacent to the sidewalk and
separated from the travel lanes with a
planted buffer
Travel Lanes
Pedestrian & Bicycle
I-35
Page 100 of 105
Williams Drive
Lake Aire Center
• Mixed-use development of frontage parcels with
existing building to remain short-term
• Long-term development to increase development
incorporating residential and office uses
Form & Character
• Reduction in overall parking numbers to incorporate
shared-use parking strategies
• Sidewalks on either side of the corridor
• Sidewalk along the north side of the corridor
Pedestrian space along the building frontage on the
southern side of the corridor
• Planted pedestrian buffers on both sides of the street
to separate pedestrians from traffic and parking lots
• Sidepath along the south side of the corridor
Parking
Pedestrian
Short Term
• No dedicated on street facility
• Shared bicycle and vehicles lanes on either side of the
corridor
• Signed bicycle routes on parallel neighborhood streets
Bicycle
Long Term
Option A
Option B
Page 101 of 105
Phase I: 0-5 Years
Williams Drive - Centers Concept
GISD Catalytic Site
• Potential development on the GISD site
along the new Rivery Blvd.
• A developer could provide residential
units, both multifamily and attached single
family, on the portion of the site that would
not require any demolition
• A developer could test the market,
providing returns without making large
investments developing the site
Phase I Phase II: 6-10 Years
• A developer could build on their
investment with modest improvements
to the site using a conventional suburban
development model
• The site could support a small grocery
store and single story retail, while
preserving the rest of the site to develop as
a mixed-use center in future phases
• Small medical offices could be acquired
and demolished to a develop surface
parking, while keeping the school
structures intact to producing rental
income
Phase II
Page 102 of 105
Phase III: 10+ Years
Williams Drive - Centers Concept
GISD Catalytic Site
• Enough momentum could generate around
the site to change the development market
• A developer could demolish the school
buildings and begin to establish the center
of a walkable district
• The site could support a set of mixed-
use buildings with ground floor retail,
establishing a new walkable destination
built around Williams Drive and a central
boulevard
Phase III Phase IV: Site Expansion
• Future development of properties adjacent
to the GISD site could help complete the
transformation of the school site into a
walkable district
• This plan represents what could happen
if two additional parcels on Williams Drive
were acquired and redeveloped to include
a 3-story mixed-use building and district
stormwater facilities
• Parking in the back improves the walkability
of this section of Williams Drive
Phase IV
Page 103 of 105
Williams Drive Study
Potential Implementation Projects
Short Term
0-4 Years
Mid Term
5-10 Years
Long Term
11+ Years
Signal Timing Sidwalk ImprovementsLand Use Code Changes
Landscaping
Engineering Studies
Redevelopment Enhanced Transit Service Rebuilt Williams Drive
Bike Facilities Parallel
Page 104 of 105
Outreach Efforts
BREAKDOWN OF PUBLIC INPUT
October Open House
• 105 Attendees
• 71 Comments
November Charrette Events
• 86 Attendees
• Over 120 Comments
1,300 member email list 8,100 views 5,500 views 33,000 newspaper readers 400+ phone calls
March Open House
•82 Attendees
•8 Written Comments
Page 105 of 105