R-2017-4854 - 10/26/2017 RESOLUTION NO. R-2017-4854
WHEREAS, Sec. 36-123 of the Round Rock Code of Ordinances, 2010 Edition (the "Code")
recognizes that in proper circumstances, the unique nature of land being platted may require the
departure from the adopted design criteria and design and construction standards, as set forth in
Chapter 36 of the Code; and
WHEREAS, Michael Joseph ("Developer") is owner of the property located in the City (the
"Property"), which is specifically described in Exhibit "A" to the Alternative Standards Agreement
("Agreement"); and
WHEREAS, the unique nature of the Property requires departure from the provisions of
Chapter 36 of the Code; and
WHEREAS, the City Council and the Developer wish to enter into this Agreement for the
Subdivision of the Property, Now Therefore
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS,
That the Mayor is hereby authorized and directed to execute on behalf of the City an
Alternative Standards Agreement with Michael Joseph, a copy of same being attached hereto as
Exhibit "A" and incorporated herein for all purposes.
The City Council hereby finds and declares that written notice of the date, hour, place and
subject of the meeting at which this Resolution was adopted was posted and that such meeting was
open to the public as required by law at all times during which this Resolution and the subject matter
hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act,
Chapter 551, Texas Government Code, as amended.
0112.1704; 00388026
RESOLVED this 26th day of October, 2017.
/#//'I-
CRAIef
MOR , Mayor
CityRoun ock, Texas
ATTEST:
mk w t k
SARA L. WHITE, City Clerk
2
EXHIBIT
„A»
ALTERNATIVE STANDARDS AGREEMENT
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF WILLIAMSON §
This Alternative Standards Agreement, (this "Agreement") is entered into this
day of , 2017 by and among the City of Round Rock, Texas, a Texas
home rule city(the"City") and Michael Joseph, (the"Developer").
RECITALS
WHEREAS, Sec. 36-123 of the Round Rock Code of Ordinances, 2010 Edition
(the "Code") recognizes that in proper circumstances, the unique nature of land being
platted may require the departure from the adopted design criteria and design and
construction standards, as set forth in Chapter 36 of the Code.
WHEREAS, Developer is owner of the property located in the City (the
"Property"), which is specifically described in Exhibit"A", attached hereto.
WHEREAS, the unique nature of the Property requires departure from the
provisions of Chapter 36 of the Code.
WHEREAS, the City Council and the Developer wish to enter into this
Agreement for the Subdivision of the Property.
WHEREAS, the proposed alternative standards set forth herein fully address the
intent and purpose of the standards of Chapter 36.
WHEREAS, the proposed alternative standards conform with the general
purposes, goals and objectives of the City of Round Rock General Plan.
NOW, THEREFORE, in consideration of the foregoing premises and the mutual
promises and agreements of the Parties contained in this Agreement, the Parties agree as
follows:
00387388/CC 1
0114.1710
Article I
General
Because of the unique nature of the Property, it is necessary to depart from the
officially adopted subdivision plat design criteria and construction standards. Therefore,
the City and the Developer agree that the Property may be subdivided if the Developer
meets the alternative standards provided for herein.
Article II
Lot Street Frontage
Construction of lot street fiontage for a nonresidential lot of no less than 50 feet,
as required by Section 36-118(g) of the Code, will not be required provided the following
design and construction standards, as illustrated by the drawings attached hereto as
Exhibit"B", are met:
(1) A drive with raised curbs and a minimum width of 25' from face-of-curb to
face-of-curb. Necessary width may need to increase with proposed use.
Pavement thickness is to be a minimum of 7" concrete with reinforcement of
#3 rebar spaced at 18" on center. Control joints are to be spaced at 25'
maximum. Base is to be 2' minimum of low plasticity material overlayed on
8" of scarified, moisture-treated subgrade compacted to 95% of optimum
moisture content.
(2) Any deviation from the above must be approved in writing by the City
Transportation Department.
(signatures on the following page)
E
00387388/CC
2
0114.1710
i'
CITY OF ROUND ROCK
By:
Craig Morgan,Mayor
DEVELOPER
By:
Michael Joseph
ACKNOWLEDGMENT
THE STATE OF TEXAS
COUNTY OF WILLIAMSON
This instrument was acknowledged before me on this day of
2017, by Craig Morgan, Mayor of the City of Round Rock, in the
capacity and for the purposes and consideration therein indicated.
Signature
Printed Name
Notary Public, State of
i
ACKNOWLEDGMENT
THE STATE OF TEXAS
COUNTY OF WILLIAMSON
This instrument was acknowledged before me on this day of
, 2017, by Michael Joseph, Developer, in the capacity and for the
purposes and consideration therein indicated.
Signature
I'
Printed Name
i
!!' Notary Public, State of
l
00387388/CC 3
0114.1710
EXHIBIT SURVEY NO.14221
FIELD NOTES OF �� »
6.915 ACRES OF LAND OUT OF A
THE JACOB M.HARRELL SURVEY,
ABSTRACT NO.284,
WILLIAMSON COUNTY,TEXAS
METES AND BOUNDS DESCRIPTION
ALL OF THAT 6.915 ACRES OF LAND, MORE OR LESS, OUT OF THE JACOB M. HARRELL
SURVEY, ABSTRACT NO. 284, IN WILLIAMSON COUNTY,TEXAS, BEING THE SAME TRACTS
OF LAND CALLED 6.058 ACRES AND 0.867 ACRE CONVEYED TO MICHAEL JOSEPH IN THE
WARRANT`( DEED RECORDED IN DOCUMENT NO. 2014021304 OF THE OFFICIAL PUBLIC
RECORDS OF WILLIAMSON COUNTY,TEXAS.THE 6.058 ACRES(CALLED 6.00 ACRES)WAS
CONVEYED TO D.P.JOHNSON IN THE WARRANTY DEED RECORDED IN VOLUME 645, PAGE
887 OF THE DEED RECORDS OF WILLIAMSON COUNTY,TEXAS,AND THE 0.867 ACRE WAS
CONVEYED TO D.P. AND DORIS.M. JOHNSON 1N THE QUITCLAIM DEED RECORDED IN
VOLUME 1747, PAGE 635 OF THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS.
SAID TRACT OF LAND HAVING BEEN SURVEYED ON THE GROUND UNDER MY SUPERVISION
AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at a %" iron rod found at the northwest corner of Bahrami's Best Acres, a
subdivision recorded in Cabinet Z, Slide 198 of the Plat Records of Williamson County,
Texas,at the northeast corner of the 6.00 Acres and the southeast comer of the 0.867 Acre
for a corner;
THENCE, along the westerly line of the Bahrami's Best Acres and the 9.034 Acres of land
conveyed to 1000 S. IH 35 Round Rock, Ltd. recorded in Document No. 9727185 of the
Official Records of Williamson County,Texas,and the easterly line of the 6.00 Acres and the
tract herein described, S 19002'21" E, passing a '/z" iron rod found with a cap stamped
"CHAPARRAL BOUNDARY" at the southwest corner of the Bahrami's Best Acres at a
distance of 319.70 feet, for a total distance of 645.81 feet to a'/z'iron rod set with a cap
stamped"SNS"at the northeast corner of 4.00 Acres•of land conveyed to C&T Partnership
recorded in Document No.2000084436 of the.Official Public Records of Williamson County,
Texas,for the southeast corner of the 6.00 Acres and the tract herein described from which a
'/z"iron rod found bears N 04'5936"E and a distance of 6.59 feet;
THENCE, along the northerly line of the 4.00 Acres and the southerly line of the 6.00 Acres
and the tract herein described,S 81023'27"W,a distance of 671.39 feet to a'/Z'iron found in
the westerly line of a 1.00 Acre of land per WCAD, of unknown ownership and deed
reference, at the northwest corner of the 4.00 Acres for the southwest corner of the 6.00
Acres and the tract herein described;
THENCE, along the easterly line of the 1.00 Acre and the westerly line of the 6.00 Acres,
0.867 Acre and the tract herein described, N 18°53'50"W,passing a'/"iron rod set with a
cap stamped"SNS"at the northwest corner of the 6.00 Acres and the southwest corner of
the 0.867 Acre at a distance of 152.77 feet,for a total distance of 209.84 feet to an iron rod
found in the southerly line of the Missouri Pacific Railroad Company tract at the northeast
corner of the 1.00 Acre for the northwest corner of the 0.867 Acre and the tract herein
described;
THENCE,along the southerly line of the Missouri Pacific Railroad tract and the northerly line
of the 0.867 Acre and the tract herein described,N 41°34'00"E,a distance of 757.25 feet to
a YT iron rod found for the northeast corner of 0.867 Acre and the tract herein described;
.,
THENCE, leaving the Missouri Pacific Railroad tract and along the easterly line of the 0.867
Acre and the tract herein described,S 19°02'43" E, a distance of 57.24 feet to the Point of
Beginning and containing 6.915 Acres of land, more or less, as shown on plat of survey
prepared herewith.
t�D�hIRA�~}/�i11.H�EI�IbFICLI��" .
Edward W.Bradfield �. 5617
Registered Professional Land Surveyor No.5617 ��'IM0ti;e95�o;;�yOr
State of Texas gUd
Ei
f IRF IRF PROPERTY SUBJECT TO RESTRICTIVE COVENANTS AND EASEMENT RIGHTS RECORDED IN
L VOL. 1747,PC. 635, OFFICIAL RECORDS.
PROPERTY SUBJECT TO BLANKET PIPE UNE ESAINr GRANTED TO LONE STAR CAS CO.
h n RECORDED IN VOL. 294,PG. 446, DEED RECORDS
i xu
OXJI .�� PxT PROPERTY SUBJECT TO BLANKET ELECTRIC TRANS. &WSW. LINE ESMNTS. GRANTED TO
T.P. &L. CO.RECORDED IN VOL.357, PG. 16 AND VOL. 361, PC. 86, DEED RECORDS.
0.7 3rz W PROPERTY SUBJECT TO TERMS, CONDI17OMS AND S77PULAT/ONS CONTAINED IN THE
W N
o, PRIVATE ROAD ENCROACHIdENT AGREEMENT RECORDED IN VOL. 1747,PG. 625,
OFFICIAL RECORDS.
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` � DOC.NO.201402IJ04
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CAL__v E:u9L•tiCiIES ai v.Qc::,CrL1 17; - LEGEND
� 1II o
PPO Powin POLE
u 1 —ET—OVERHEAD ELEC./IELE LINE
c
a —Q--CHAIN[1VK FENCE
CL —N—VARE FENCE
�iaQhryp IRFVI• STAMPED t'COIUIROO FROW'Y!/CAP
1i,1 W IRFC• 1/2'IRON ROD FOUND YM/CAP
STAMPED'CHAPARRAL BOUNDARY'
I•00 IRF• 1/2'IHON ROD FOUND
O O W QP,L i V2 PHF■PA NAIL FOUND
W !n, A, P RAF•RAILROAD SPIRE FOUND
6 Ma I 1 �.��� IRS 0 1/2•IRO.Y RCO SET Yl/CAP
p .�.n G G' h• STAUPED'S1iS"
Z, Z LINE 140. DEARING k pSiAICE
ACTUAL 5 1982'43`E 57.24'
C L1
RECORD 5 1980'I6'E 57.39'
(RS
v" •�ry� ACTUAL II 16'S]'So"Ti 15177'
Nt! GV < �'�p�,.5 L2 RECORD It IO'CO'00`YY 152.78'
kNO�N 0 y�� L3 ACTUAL H 18'53'50'W 57.07'
RPF
OO I flECOID N 1980'13'W 57.14'
AIRF<OF
N„ FR Fc DJ fRe�cF
IU`l ABSTRACT NO.284(FIELD NOTES ATTACHED)
PLAT OF SURVEY
Survey N0.14221 SCALE:L'- 100' OF IJODS8833 P
Said lot G In Zone X as;dent;6ed by the AR eorncrs are 1/2-1nch iron tad IOund untets
otherwise noted. To the 5cn heldcrs end/or
Fcdc_I Emctgcnei Ilonogemcnt Agmq on the awnels of the PYcmltcs suNcycd.
Community Pond No.48491C 0635E
Doled:SEP. 25. 2008
LOT N0. a BLOCK 110. Out,
ADDHrtDNOR SUSDIVIS(OR 6,975 ACRES OF LAND AMORE OR LESS, OUT OF THE JACOB M. HARRELL SURVEY. ?E✓fPEEt ADORMAIcN£IL ROAD CITYROUND ROCK COUhrr�%1LLIAMSON .........�..,........
..SURYEY FOR AfICHA£L JOSEPH REFERENCE MICHAEL JOSEPH 4VAN0 W.BR..TD;GEORGET ,V TITITLE COA.IPANY.MNG &COMAfONIrALTH LANDT!R£INSURANCE COIAPANYi 9 5617 {'Q
I STAIc OF MLS.COUKU of Tt Tll .
r I HLAEDY CeMry YHAT THC ADOYC'URVEY WAS MADE Till'DAY
OH THC CROIR+O u+D IS TAUt AND COMCCT.AND THAT TIIFAIC ARE No ���f'.•�F 1;S510l?;C1� ,a_
I OISCRCPAMES,C04TUCTS.SHORTAGfS IN AREA.E•'fCROA0Ojja.YI510,VnLMT UIICS 0.7 ROADS IN PUCE IMPT AS 5110101 HERE05 \ D•''S1�R`
} AHD SAID PROPERTY HAS ACCESS TOA DMICATEO ROADWAY VU ROADWAY EASEYCNT ESCE►E A3 SHOWN HEREON. A+�• i r"•�""'
SNS ENGINEERING, INC.
12865 US Highway 183 North, Suite 101-8 ' ..•• ;7•'t,.,
Austin, Texas 76750
E; (512) 335-3944 * (512) 250-8685 (rax) f(jj 654/73, 77, DC Date:06-IJ-20 4 _
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EXHIBIT
REINFORCING STEEL SEE GRADING PLAN FOR ELEVATION
7 CONCRETE Y
FLEXURAL STRENGTH=50OPSI
2' MIN. OF LOW PLASTICITY
WEATHERED LIMESTONE
8"SCARIFIED MOISTURE
TREATED AND COMPACTED TO
95% BASED ON ALLIANCE
GEOTECHNICAL GROUP
PAVEMENT SECTION REPORT DATED 3/9/15
REINFORCING STEEL:
13 BARS AT 18' ON CENTERS IN BOTH DIRECTION.
CONTROL JOINT: DEPTH=1',WIDTH=1/8"
MAXIMUM SPACING OF 25'. IF SAWCUT,CONTROL JOINTS
SHOULD BE CUT WITHIN 6-12 hrs OF CONCRETE PLACEMENT
CONSTRUCTION JOINT—SEE DETAIL 15/C700
I'EARS,14'14 loom,O11E
END TREATED TO SIN',FACED 67 UK 6'Uli.
12'011 CERVERR AT EACH 4w
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