Contract - Michael Joseph - 7/9/2015 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
#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
0114.110
CITY OF ND ROCK
By:
Alan McGraw, Mayor
DEVELOPER
)J
By- C'lel
M1ch el 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 add for the purposes and consideration therein indicated.
&MVL' .
Signature
SARA LEIGH WHITE ( W
MY COMMISSION EXPIRES
Printed Name
July 11 2016 Notary Public, State of It kwu—
ACKNOWLEDGMENT
THE STATE OF TEXAS
COUNTY OF WILLIAMSON
This instrument was acknowledged before me on this day of
-4U-1e-- , 2015, by Michael Joseph, Developer, in the capacity and for the
purposes and c�Rjreration therein indicated.
'NSA M.MDQ
NIRY P•ie;I'*,�o�p I Wc Sign
Virginia M. Moreno
Printed Name
-AARE P
112018•' ~, Notary Public, State of TEXAS
337280 CC/BK 3
0114.110
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 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 %i' 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 W' 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
'/z"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 W iron found in
the westerly line of a 1.00 Acre of land per WOAD, 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.
TO
«I 11
8"cDWAH6 W.B8At)FIwEI)r
«venalawo w»«a..«...w.le
Edward W.Bradfield
Registered Professional Land Surveyor No.5617 t yWo'. ss�o,c
�
State of Texas 3tJ�`I
IRF IRF PROPERTY SUBJECT TO RESTRICTIVE COVENANTS AND EASEMENT RIGHTS RECORDED IN
VOL. 1747, PG. 635 OFFICIAL RECORDS
PROPERTY SUBJECT TO BLANKET PIPE LINE ESMNT. GRANTED TO LONE STAR GAS CO. EXHIBIT
RECORDED IN VOL. 294, PG. 446, DEED RECORDS.
PROPERTY SUBJECT TO BLANKET ELECTRIC TRANS. &DISIR. LINE ESMNTS, GRANTED TO
0.7' 2.1'z 'Fo6 z PKF T.P. &L. CO. RECORDED IN VOL. 357, PG. 16 AND VOL. 362, PG. 86, DEED RECORDS.
0.7' h Y w
PROPERTY SUBJECT TO TERMS, COND177ONS AND STIPULATIONS CONTAINED IN THE Page 2 of 2
- PRIVATE ROAD ENCROACHMENT AGREEMENT RECORDED IN VOL. 1747, PG. 625, '
r n OFFICIAL RECORDS
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DOC. NO. 2014021304
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------ ----•--- ----s__...- --'--.r----'--_ .--.,..... c:66:.,,, � - LEGEND.
L�n�m'-7i 6:656-ACn£S -
I rz I PPO POIrR POLE
-ET-OVERHEAD ELEC./TELE LINE
-e-CHAIN LINK FENCE
—x—VIRE FENCE
2Lal y�abyrp IRFVI• STAMPEDNROD'CORRFOUND ROW V!/CAP
2
u W I F.�O IRFC• 112-IRON ROD FOUND W/CAP
_ ,`�O y STAMPED'CHAPARRAL BOUNDARY'
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-4- to A,O.OP RRF• RAILROAD SPIKE FOUND
6 Sop I I I V�• O IRSO 1/2'IRON ROD SET W/CAP
G• b' STAMPED'SNS''d'� d•a 00
Z z LINE N0. BEARING&DISTANCE
ACTUAL S 19712'43'E 57.24'
L1
RECORD 5 19'00'16'E 57.39'
IRS
1.5' •��� ACTUAL N 78'53'50'W 15271'
UHkN LZ RECORD N 19.00'OD-W 152.78'
Oy� 41 - ACTUAL N 10.53'50'W 57.07'
7 RRF T-,ry O GJ L3
`0p I1't,, RECORD N 19.00'13'W 57.14'
FRF�CF
T. •ABSTRACT NO. 284 (FIELD NOTES ATTACHED)
PLAT OF SURVEY
Survey No.14221 SCALE,I-• 100' OF 130068833 P
Said lot Is in zone X as IdenNRed by the AN comer. re 1/2-Inch iron rod found -less
Federal Emergency Management Agency an atherw;sepoled. To the lien holders nd/or
Communal Panel No.48491C 0635E the owners of the premises surveyed.
Doled:SEP. 26. 2006 �''•
�� OF
LOT N0. " BLOCK N0. Ct_
ADDtt1oN 0R sue0ivls10N 6.915 ACRES OF LAND, MORE OR LESS. OUT OF THE JACOB M. HARRELL SURVEY. A, GISTEq n••LVC�
A{CNflL ROAD CITYROUND ROCK COUNTY MLLIAMSON �;�'
STREET ADDRESS L
suaveY FOR MICHAEL JOSEPH REFERENCe MICHAEL JOSEPH (EDWARDVJ.BRRDFlF14by�
Tp;GEORGETOWN TITLE COMPANY. INC. & COMf.{ONY/EAL TH LAND 77Rf INSURANCE COMPANY .Ci� $617 T.:�
STAIR OF TC40.COUNTY OF TRAVIS p 7
1 HEREDY CERTIFY THAT THE ABOVE SURYCr HAS MADE THIS DAY ON THE GROUND ANO IS TRUE AND CORRECT.AND THAT THERE ARE NO
`9/L'•.AFu SIG.r'•��f
DISCREPANCIES.CONFUCTS.SHORTAGES IN AREA.ENCROACIGODITS.VIABLE UTILITY UNLS OR ROADS IN PLACE OICEn AS SNOW"HEREON N 7•••...,...••Vi`` •.,AND SAID PROPERTY HA 5 ACCESS TO A
DEDICATEO ROADWAY VLA ROADWAY EAEEKCNr Man AS SUDVN HEREON. - S'1J�`I� r, j
SNS ENGINEERING, INC.
12885 US Highway 183 North, Suite 101-B �'J -,,�.n✓
Austin, Texas 78750
_
(512) 335-3944 (512) 250-8685 (Fax) ,JJj1 654/73, 77, DC Date:06 13-20f4 _
EXHIBIT
REINFORCING STEEL SEE GRADING PLAN FOR ELEVATION "B„
7' CONCRETE 28 DAY
FLEXURAL STRENGTH=50OPSI
2' MIN. OF LOW PLASTICITY
WEATHERED LIMESTONE
I H 1. _ i I 1=i I_5 I - ' _-- 1 SUBGRADE:
It
L 8"SCARIFIED MOISTURE
gI- i I1=-I —+I
�Iq � :--I ��(I II �f—I TREATED AND COMPACTED TO
X711 3 IN�ti L-,I1.�
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'BARS, 14'14 LENGTH,ONE
END TREATED TO SUP,SPACED 6'MR. 6'MV.
ON CENTER AT EACH JOINT
T
� 1
8"