R-2015-2605 - 7/9/2015 RESOLUTION NO. R-2015-2605
WHEREAS, Michael Joseph ("Developer") is the owner of a 6.915 acre tract of land, located
near the intersection of McNeil Road and S. Interstate Highway 35 ("Property"), as shown on Exhibit
"A"to the Alternative Standards Agreement; and
WHEREAS, the unique nature of the Property requires departure from the provisions of
Chapter 36 of the Code of Ordinances, 2010 Edition; and
WHEREAS, the City Council and the Developer wish to enter into an 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.
RESOLVED this 9th day of July, 2015.
ALAN CGRAW, Mayor
City of Round Rock, Texas
ATTEST:
9MA, . A�(&
SARA L. WHITE, City Clerk
0112.1504; 00337328
EXHIBIT
„A„
.10
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 , 2015 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 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:
337280 CC/BK 1
0114.1510
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 frontage 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
93 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.
Article III
Termination
This agreement shall terminate and become null and void if the replat associated
with the Subdivision is not approved by the City and recorded in the plat records of
Williamson County, Texas within twelve (12) months of the date of this agreement.
(signatures on the following page)
337280 CC/BK 2
0114.1510
CITY OF ROUND ROCK
By:
Alan McGraw, Mayor
DEVELOPER
By:
Michael Joseph
ACKNOWLEDGMENT
THE STATE OF TEXAS
COUNTY OF WILLIAMSON
This instrument was acknowledged before me on this day of
, 2015, by Alan McGraw, 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
ACKNOWLEDGMENT
THE STATE OF TEXAS
COUNTY OF WILLIAMSON
This instrument was acknowledged before me on this day of
' 2015, by Michael Joseph, Developer, in the capacity and for the
purposes and consideration therein indicated.
Signature
Printed Name
Notary Public, State of
337280 CC/BK 3
0114.1510
00
EXHIBIT SURVEY NO.14221
FIELD NOTES OF "A"
6.915 ACRES OF LAND OUT OF
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
WARRANTY 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 IN 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 '/z" 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 corner 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 19°02'21" E, passing a %" 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 '/2" 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
'/"iron rod found bears N 04°59'36"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 81°23'27"W,a distance of 671.39 feet to a''/2"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%"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.
lIH.:1 Iw I/w OSlti/li:l,fa.l
ri O�iVARI1[,W.BftA0Fi5LD;•
olr�nalawo wal..ees.s a
Edward W.Bradfield
* C',,9 5517 It•
Registered Professional Land Surveyor No.5617 �p,L ro ss%�7 :
;r
State of Texas .....
IRF IRF PROPERTY SUBJECT TO RESTRIC71VE COVENANTS AND EASEMENT RIGHTS RECORDED IN
VOL. 1747, PG. 635, OFFICIAL RECORDS
PROPERTY SUBJECT TO BLANKET PIPE'LINE£SUNT. GRANTED TO LONE STAR GAS CO.
RECORDED IN VOL. 294, PG. 446, DEED RECORDS
PROPERTY SUBJECT TO BLANKET ELECTRIC TRANS &DISTR. LINE ESMNTS. GRANTED TO
0.7' 21' FO PKF T.P. &L. CO. RECORDED IN VOL. 357, PG. 16 AND VOL. 362, PG 86, DEED RECORDS.
0.7' J ~n w
PROPERTY SUBJECT TO TERMS, CONDI DONS AND S77PULA77ONS CONTAINED IN THE
w^ PRIVATE ROAD ENCROACHMENT AGREEMENT RECORDED IN VOL. 1747, PC 625, '
r n OFFICIAL RECORDS
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MICHAEL JOSEPH
DOC. NO. 2014021304
-(CALLED rr 0.66 A LEGEND
--V-I-. "tel 4:i�J4'AG�"£']' R£)
IPPG POWER POLE
-ET-OVERHEAD ELEC./TELE UNE
-�-CHAIN LIMO FENCE
VARE PENCE
o. R`76 IRFW 1 2'IR04TAMPED ROD FOUND
VI/CAP
W lAl �bt IRFC• 1/2'HIGH ROD FOUND VI/CAP
h�pOy STAMPED CHAPARRAL BOUNDARY
O Q-p IflF• 1/2'IRON ft00 FOUND
00 w Ow QPryQ t;2- PKF: PK NAIL FOUND
M6 A` ? RAF• RAILROAD SPIKE FOUND
t4. s �.Z•QQ IRSO 1/2'IRON ROD SET W/LAP
STAMPED'SNS'
Z z Z. LINE NO. BEARING&DISTANCE
ACTUAL S 1902'4} E 57.24'
Lt
� 3
RECORD 5 1900'16'E 57.79'
IRS
1.5' ry1 ACTUAL N 18'53'50"W 152.77'
L2
UNkN C2 0^50�11�� RECORD N 19'00`00"W 52.78'
0 5 - ACTUAL N 57.07'
3
RAF 1 OON� C;1L3 RECORD N 1900'13'W 57.14'
AC 0
R 8,c�FRFNOF
T. 'ABSTRACT NO. 284 (FIELD NOTES ATTACHED)
PLAT OF SURVEY
Survey No.
14221 SCALE;I'= 100 OF 130058833 P
Sold lot is W,zone X s id-UGed by the At come m I/2-inch trrad loved mess
olhemisernop noted. To me Rer,holder.and/or
Fed—I Emergency Nonogement Agency n the owners of the premises Syed.
Comm t Pa I N.48491E 0635E
Dated:VI 26. 2008 �
LOT NO. BLOCK N0. SO7't r�Ir< .
ADDITION OR sue0tvI510N 6.975 ACRES OF LAND, MORE OR LESS. OUT OF THE JACOB M. HARRELL SURVEY. rQ ,/1� e a U.�1
VACLIAMSON '•••�b? •'�o
STREET ADDRESS MINEIL ROAD CITYROUND ROCK cOUNTy �' LJ
SURVEY FORMICHAEL JOSEPH REFERENCE MICHAEL JOSEPH (ED'NA{ID V/.�R�DFIFl��
TD:GEORGETOWN TITLE COMPANY. INC. & COMM1lONfTALTH LAND 77R£INSURANCE COMPANY �.�i9 5617
t�•'Q'7%/�
srATE De mus.CduHTr TRAns
I HFAEOY CERTIFY THAT THEDr ABDVC SURVEY WAS MADE THIS DAY ON THC GROUHD ANO 15 TRUE AND CORRECT.AND THAT THERE ARE NO
DISCREPANCIES.CONLUS.SHO"AGM IN AREA.E.NCROAC"ENTS.VISIBLE UnLnY 11NC5 OR ROADS IN PEACE FSCEPT AS SlIONtI ItLREOY L�Q•••S 1J�,`��lr/
AND SAID PROPERTY HAS ACCESS TO A DEDICATED ROADNAT VIA ROADWAY EASEILENT EXCEPT AS SHOWN HEREON. V 51
SNSENGINEERING, INC.
12885 US Highway 183 North, Suite 101—B
Austin, Texas 78750
(512) 335-3944 - (512) 250-8685 (Fax) rAf 654/73 77, DC Date:06-13-20 4
EXHIBIT
REINFORCING STEEL SEE GRADING PLAN FOR ELEVATION "B„
Y
T CONCRETE 28 DA
FLEXURAL STRENGTH=50OPSI
} . t`5'�r_�ra_js`,Y 2' YIN. OF LOW PLASTICITY
• �{ nv i 1 f i WEATHERED LIMESTONE
i-I 1 r-1 i f-1 —! SUBGRADE:
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'PARS, 14"IN LEWTH,ONE
END TREATED TO SLIP,SPACED 6'MIN, 6'U.N.
12'ON CENTER AT EACH XNT
1111 11111n fill II AGRGS 2015063603
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
J day of � , 2015 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 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:
-v1 '2b
337280 CC/BK 1
0114.1510
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 frontage 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.
Article III
Termination
This agreement shall terminate and become null and void if the replat associated
with the Subdivision is not approved by the City and recorded in the plat records of
Williamson County, Texas within twelve (12) months of the date of this agreement.
(signatures on the following page)
337280 CC/BK 2
0114.1510
CITY OF ' ► ND ROCK
By:
Ffrik) /4__,-/-
Alan McGraw, Mayor
DEVELOPER
By•, 4ic4 ! 4' Ade,,,
Mich.el Joseph /
ACKNOWLEDGMENT
THE STATE OF TEXAS
COUNTY OF WILLIAMSON
This instrument was acknowledged before me on thisday of
, 2015, by Alan McGraw, Mayor of the City of Rountr Rock, in the
capacity a7ld for the purposes and consideration therein indicated.
&41/L . Lel at ib
Signature _� r��
i SARA LEIGH WHITE ` W
'�`= Printed Name
MY COMMISSION EXPIRES
°•',; July 11,2016 Notary Public, State of Ile,X,G-
ACKNOWLEDGMENT
THE STATE OF TEXAS
COUNTY OF WILLIAMSON
This instrument was acknowledged before me on thisX3-.0 day of
.4Lii46s_ , 2015, by Michael Joseph, Developer, in the capacity and for the
purposes and v ,�qeration therein indicated.
''‘A".•.'01.73.44.$`. ,;&,
v�.`�cp.-M.,w06)i4,
\tipA".•'01.73.44.`. ,`% \I-0 (1 i• -�Lc, , )'--\• 014
��. _ Signat( e
11 1 Virginia M. Moreno
tr; ��PC3 = Printed Name
%i'i• P1RES.•`• `,a Notary Public, State of TEXAS
�'%4, f/1:2016e
Ao'k
•iP337280 CC/BK 3
0114.1510
SURVEY NO.14221
FIELD NOTES OF EXHIBIT
6.915 ACRES OF LAND OUT OF
THE JACOB M.HARRELL SURVEY,
ABSTRACT NO.284,
WILLIAMSON COUNTY,TEXAS Page i of 2.
•
•
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
WARRANTY 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 IN 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 W 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 corner 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 19°02'21" E, passing a '/" 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 '/" 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
'/"iron rod found bears N 04°59'36"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 81°23'27"W,a distance of 671.39 feet to a Yz"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%2'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. •
•
irf/ rf, • R.
8 EDWARIY W.RRA0Fl l3 r"
°tte�aatac"wwafttetsMtiroa.b
Edward W.Bradfield 1 561'7
\f's:9 ,."ttZt:.
Registered Professional Land Surveyor No.5617 °Rss�o�.O •
State of Texas
TIRE IRF PROPERTY SUBJECT TO RESTRICTIVE COVENANTS AND EASEMENT RIGHTS RECORDED IN
VOL. 174Z PG. 635, OFFICIAL RECORDS.
t;ft-4 PROPERTY SUBJECT TO BLANKET PIPE LINE ESMNT. GRANTED TO LONE STAR CAS CO. EXHIBIT
• 1,2 n RECORDED IN VOL 294, PG. 446, DEED RECORDS.
07' •c• ry PROPERTY SUBJECT TO BLANKET ELECTRIC TRANS. &DISTR. LINE ESMNTS. GRANTED TO �4
2.1' z PRE T.P. &L. CO. RECORDED IN VOL. 357, PG. 16 AND VOL. 362. PG. 86, DEED RECORDS I�`
0.T J Nr w
w - PROPERTY SUBJECT TO TERMS, CONDITIONS AND STIPULATIONS CONTAINED IN THE Page Z of 2-
a, PRIVATE ROAD ENCROACHMENT AGREEMENT RECORDED IN VOL. 1747, PG. 625, •
i0....1.-1 n-, 4 OFFICIAL RECORDS
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•
ACTUAL S 1902.43'E 57.24'
x `` L1
3: 43 . RECORD S 190016"E 57.39'
1.1.5•-• R$ .0�^ ACTUAL N 18'53'50'W 152.77'
C/N 'i�a•ry4 L2 RECORD N 10'0000"W 152.70'
kN0 2 5 ACTUAL N 18'53'50"W 57.07'
m RAF 7 c, L3
`OpD if'4,e RECORD N 19'0013"W 57.14'
ACRE(nFRF C, .
u A0)8434.,
MEW •ABSTRACT NO. 284 (FIELD NOTES ATTACHED)
PLAT OF SURVEY -
Survey No.14221 SCALE;t-a 100' GF 130068833 P •
•
Soil lot is in Zane X as idenIBed by the All comers are 1/2-Inch iron rod found unless
otherwise holed. To the Inn holders and/or
Federal Emergency Management Agency an
the owners or Inc premises surveyed.
Community Panel Rn.4849/C 0635E
Dated:SEP. 26. 2008 '
f OF
LOT N0. • BLOCK NO. • • /,c:�.G.57Eq`r (
VE
ADDITION OR SUBDIVISION 6.915 ACRES OF LAND, MORE OR LESS. OUT OF THE JACOB M. HARRELL SURY. •
"
AfcNEIL ROAD CITY ROUND ROCK couort WILLIAMSON � "' 0 15
STREET ADDRESS L
sflgvL'Y FOR MICHAEL JOSEPH • ReFERENOB MICHAEL JOSEPH C EDWARD W.BRkDFIELDL',
T0:GEORGETOWN TITLE COMPANY. INC. & COMMONWEALTH LAND RILE INSURANCE COMPANY • L
STATE OF 0000S.COUNTY OF TRAVIS 1 9 5617 t.•Q'II
I HEREBY CERTIFY THAT THE ABOVE SURVEY WAS MADE THIS DAY ON THE GROUND AND IS TRUE AND CORRECT.AND THAT THERE ARE N0 `Y^"°Fess0O;!U0'
DISCREPANCIES.CONFTICTS.SHORTAGES IN AREA.ENCROACNI10000,915TBLE ROLITY LINES 0R ROADS IN PLACE 0000 T AS SHOWN HEREON 6."+'"'''..,,''``Li //
AND SAID PROPERTY HAS ACCESS TO A DEDICATED ROADWAY VIA ROADWAY 00500EN?EWCEPT As SHOWN HEREON. - 131. y
SNS ENGINEERING, INC. i� � � c ..
12885 US Highway 183 North, Suite 101-B
Austin, Texas 78750 >G
(512) 335-3944 (512) 250-8685 (Fax) Jk[ 654/73, 77, DC Date:06-13-20 4 _
•
RECORDERS MEMORANDUM
• . . . All or parts of the text on this page was not
clearly lanihla for caticfantnry rap nrrisInn
EXHIBIT
REINFORCING STEEL SEE GRADING PLAN FOR ELEVATION �.B„
0 R T AY -- - - ._
p,......'..'.'. .� i I% �? iL. �: iii i;•y:_
7 C NC EE 28D
:loil
FLEXURAL. STRENGTH=500PSI
`s.' i.3.,,',Li, sr 7 . 6. r{�# .. 2' MIN. OF LOW PLASTICITY
"n- , �{�-:^(.�{ WEATHERED LIMESTONE
�- ?�-rte?--r sem''�. "-?'?�`Gig
-{ 11==1I.�(EF Ii", —1=11 , f L-i1rT7 5U8GRADE;
I� T 1 `i-z- I 1~ 8" SCARIFIED MOISTURE
au.Y ( !r-1 11 ,� 1 7" t � Ihad TREATED AND COMPACTED TO
95% BASED ON ALLLNCE
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
1'EARS, 14'IY LENGTH,ONE
END TREATED TO SLIP,SPACED6'MIN, 6'M.N.
12'ON CENTER AT EACH JO:NT
/---- N I 1
\J_ 1
L8-__1_8-__1
Resolution No. R-2015-2605
AFTER RECORDING, PLEASE RETURN TO:
CITY OF ROUND ROCK
ATTN: SARA WHITE, CITY CLERK
221 E. MAIN STREET
ROUND ROCK, TEXAS 78664
FILED AND RECORDED
OFFICIAL PUBLIC RECORDS 2016063603
Nancy E. Rister, County Clerk
Williamson County, Texas
July 24, 2015 08:46 AM
FEE: $49.00 TKIRK