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MULTI STATE 5, LLC
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REMAINDER OF CALLED
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78.50 ACRE TRACT
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(19709/255 OPRBCT)
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MATHERPARKWAY C26 MATHER PARKWAY
754.50' V_
80' ROW - 54' PAVEMENT 80' ROW - 54' PAVEMENT Go
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VARIABLE WIDTH 37.63' . J
SIGHT TRIANGLE
51.31' 51.31' 51.31' 51.31' 51.31' 51.31' 51.31' 51.31' EASEMENT
743.62� 51.31' 51.31' 51.31'
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NOTES: CITY OF COLLEGE STATION.
`% I ' 1. THE PROPOSED DEVELOPMENT IS LOCATED IN THE CITY OF COLLEGE STATION ETJ. 27. EASEMENTS AND BUILDING SETBACK LINES PER DEVELOPMENT AGREEMENT, 12656/190
" "` THIS DEVELOPMENT IS BEING REVIEWED AS AN "IN CITY" DEVELOPMENT PER LETTER (o.P.R.B.C.T.). THE SETBACK LINES ARE AS FOLLOWS:
_._ d
REQUEST BY THE DEVELOPER TO THE CITY. FRONT - 20'
SIDE - 5'
,;- 2. BEARING SYSTEM SHOWN HEREON IS BASED ON THE TEXAS STATE PLANE CENTRAL _
REAR 20'
ZONE GRID NORTH (NAD 83) AS ESTABLISHED FROM GPS OBSERVATION. SIDE STREET - 15'
T
j = `` r 3. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES, TO DETERMINE GRID DISTANCES 28 MAXIMUM IMPERVIOUS COVER TO BE 65%. THIS MAXIMUM PERCENTAGE IS IN
_.__. IZ
MULTIPLY BY A COMBINED SCALE FACTOR OF 0.9999059410912.
- . __ - b` ACCORDANCE WITH THE DRAINAGE REPORT TITLED, "DRAINAGE REPORT FOR SOUTHERN
- - " POINTE SUBDIVISION - DETENTION PONDS H & I BRAZOS COUNTY MUNICIPAL UTILITY
as
- 4. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO
- DISTRICT N0. 1 ", DATED APRIL 2024 PREPARED BY SCHULTZ ENGINEERING, LLC.
' - _- - THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED _.__
AREAS, MAP NO. 48041 CO350E, EFFECTIVE DATE: MAY 16, 2012.
29. THIS PLAT WAS PREPARED TO REFLECT THE CITY PLANNING REPORT PREPARED BY LENNAR
5. 1/2" IRON RODS WITH BLUE PLASTIC CAP STAMPED "KERR SURVEYING" WILL BE SET TITLE COMPANY, DOC NO. 114729-002538, CERTIFIED MARCH 30, 2025. EXCEPTIONS ARE
MATHER PA ADDRESSED AS FOLLOWS:
\�� � �.� AT ALL LOT CORNERS AND ANGLE POINTS UNLESS NOTED OTHERWISE.
RKWAY ,(P" � o�� 6. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS. - RESTRICTIONS RECORDED IN THE FOLLOWING DO AFFECT THIS TRACT (18255/86 OPRBCT),
SOUTHERN POINTE 'b (18256/5 OPRBCT), (19246/266 OPRBCT), (19563/1 OPRBCT), (19563/162 OPRBCT), AND
80' ROW - SUBDIVISION �G�G�� (19563/207 OPRBCT)
54' PAVEMENT SECTION 600 7. PROPOSED USES ARE MULTI -FAMILY AND SINGLE-FAMILY IN COMPLIANCE WITH THE
MATHERP G��F�� h� SIGNED DEVELOPMENT AGREEMENT BETWEEN THE CITY OF COLLEGE STATION AND - t2656 190 OPRBCT) DEVELOPMENT AGREEMENT DOES APPLY TO THIS TRACT.
(20316/192) ARKWAy F J� . MCALISTER OPPORTUNITY FUND 2012, L.P. DATED MARCH 12, 2015 RECORDED IN ( /
35.pp' gip. ', VOLUME 12656, PAGE 190 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY _ (18257/108 OPRBCT) RESIDENTIAL DEVELOPMENT AREA DECLARATION DOES APPLY TO THIS
50.00, �p 80. Row _ (AMENDED NOVEMBER 10, 2016). TRACT.
GI s
50.00' 35 20' 26' `58 E - 410 Me 38' PAVEMENT GQ
- 20.54 �• 8. THE DEVELOPMENT AGREEMENT BETWEEN THE CITY AND THE DEVELOPER HAS - (1059/585 ORBCT, 20091/113 OPRBCT) 36' WIDE GULF STATES UTILITIES CO. ELECTRICAL
3 20' 1�� 239 80 �l�� ESTABLISHED AN EFFECTIVE DATE OF MARCH 12, 2015 BASED ON ARTICLE II OF THE EASEMENT DOES NOT CROSS THIS TRACT AND WAS PARTIALLY RELEASED IN 20091/113
N RUE 63 6g3g - POINT OF DEVELOPMENT AGREEMENT (DA), THE PROPOSED DEVELOPMENT WILL COMPLY WITH THE OPR13
0 0 N 3 c30 -� _ _ BEGINNING UNIFIED DEVELOPMENT ORDINANCE OF THE CITY OF COLLEGE STATION AS OF THE
I 26 �' o 0 0 oN 3 \ "EFFECTIVE" DATE OF THE DA. THEREFORE, THE EFFECTIVE LIDO IS THE FEBRUARY 10, - (6506/211, 20091/117 OPRBCT) 26' WIDE ENTERGY GULF STATES, INC. ELECTRICAL
'2 25 ; I o I o � 693 10' 10' �? 2015, SUPPLEMENT 4 (EFFECTIVE LIDO). EASEMENT DOES NOT CROSS THIS TRACT AS RELEASED IN 20091/117 OPRBCT.
PUE R - rnQ - U, 24 n . o - 9� PUE (fb
ta L �4�9_72' 4972' 49.72' 49.72' 49.72' 49.72' 49.72' 49.72' 4972' - Q 8 `:a 15' (0 6 - nI 23 0'o � \ PUE t�� 9, PER THE EXECUTED UTILITY AGREEMENT BETWEEN THE CITY OF COLLEGE STATION AND - (513/153 DRBCT, 20091/117 OPRBCT) 20' WIDE EASEMENT TO GULF STATE UTILITIES
� 40.72' 49.72'`` 49.72' 4972' Z $� N PUE ' ^ 22 M/ o n \ "' BRAZOS COUNTY MUNICIPAL UTILITY DISTRICT NO. 1, EXECUTED AUGUST 21, 2015 AND COMPANY DOES NOT CROSS THIS TRACT AS RELEASED IN 20091/117 OPRBCT.
34.45' . �d ^ , �"�•- - N o O AMENDED NOVEMBER 10 2016 WATER AND WASTE WATER SERVICE ARE TO BE
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PHILLIPS 3 LAND
HOLDINGS, LLC
REMAINDER OF
374.89 ACRE TRACT
(17376/228 OPRBCT)
j{1NNEY LANE C22 _ _ KINNEY LANE _ 19 "' 5' ?�'j PROVIDED BY CITY OF COLLEGE STATION. - (522/632 DRBCT, 20091/117 OPRBCT) 20' WIDE EASEMENT TO GULF STATE UTILITIES
t� 35.00, _ PUE * /^ 21 ^^ PUE ,S8` \ % \ ! COMPANY DOES NOT CROSS THIS TRACT AS RELEASED IN 20091/117 OPRBCT.
345.15 280.96' 50.00' -1 y
50' ROW - 27' PAVEMENT 50' Row - 27' PAVEMENT Qn N 50.00' -� �6 63 \ O� \ X% 10. PER THE EXECUTED UTILITY AGREEMENT BETWEEN THE CITY OF COLLEGE STATION AND
6 140.04' N2� 26' $$ 35.20' S O h' `r _X BRAZOS COUNTY MUNICIPAL UTILITY DISTRICT N0. 1, EXECUTED AUGUST 21, 2015 AND - (613/447 DRBCT, 20091/117 OPRBCT) 20' WIDE EASEMENT TO GULF STATE UTILITIES
�%QZQ' 45g �a �^ AMENDED NOVEMBER 10, 2016, THE CITY OF COLLEGE STATION WILL, UPON COMPANY DOES NOT CROSS THIS TRACT AS RELEASED IN 20091/117 OPRBCT.
51.30' 51.30' 49.63' �� 90.58' 90 26' 15.23' N2il° ,26' S8' 2' " \ ACCEPTANCE, OWN AND OPERATE ALL PUBLIC WATER AND PUBLIC SANITARY SEWER
20 �
51.30' � 124.77' � '` h� � FACILITIES IN BRAZOS COUNTY MUNICIPAL UTILITY DISTRICT NO. 1. - (777/732 DRBCT) 10' WIDE EASEMENT TO GENERAL TELEPHONE COMPANY OF THE
737.5f I W r D� �592' �`��`L / \ PUE SOUTHWEST DOES NOT CROSS THIS TRACT.
r
Uj w 15' 15' N io I _ 90.03' L4� 80.2D' 6. \ I 11. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED PER CITY _ 802 493 DRBCT 20' WIDE EASEMENT TO THE CITY OF BRYAN, TX. DOES APPLY BUT IS
r w i : 19, !� to 00 11 12 15' - 74.77' \ 0°' / / �� `Q STANDARDS. ( / )
1 .n 0o a PUE o PUE I PUE 4 W I w A � rx `o o. VARIABLE
BLANKET IN NATURE AND CANNOT BE PLOTTED.
to R ,6 cv PUE o) <D 15' '��r < Lag S / \� WIDTH
r °' a0 I n n I n CO O ' - PUE 10 N 4 15.23 F! >>- v� Op 20' 12. WATER, SEWER, DRAINAGE, AND STREETS WILL BE DESIGNED AND CONSTRUCTED TO
I . 11 0 12 0 0 13 14 N ^ S21- .S21' 58.'E ;�I s2_- 26' S8"E w Ei O V 60 6� ��h' PAE PUE THE 2012 EDITION OF THE B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, AND - (866/547 DRBCT, 20091/117 OPRBCT) 26' WIDE EASEMENT TO GULF STATE UTILITIES
10 N o I ` 0 b Z - +- n I cs� 67 1 1 15' I 72' U 19 \ COMPANY DOES DOES NOT CROSS THIS TRACT AS RELEASED IN 20091/117 OPRBCT.
of 1= S2?• o SPECIFICATIONS.
r 20, LO porn (� I _ J J o 1 15.00' 0 5.00 t $p u� 1 26_58"E PUE ^ W 05
71 '� PUE Z z z 71 I o I �' 11.66' 3 (O�^ LU 115 S21' N ;� I 15' d I �j \ C� - AN UNRECORDED EASEMENT REFERENCED IN A DEED (1234/614 DRBCT) MAY APPLY. NO
z - W o 00' W -26' 58" 6 O - o lO n Q ` ^� �, ` 13. PER THE EXECUTED DEVELOPMENT AGREEMENT (DA) BETWEEN THE CITY OF COLLEGE DESCRIPTION INCLUDED.
_ _ ' z z ,r� 10 13 10' '0o N Z O o _ E ,� o PUE o C �i S� �c�'I� /��0 6'0 I N STATION AND MCALISTER OPPORTUNITY FUND 2012, L.P., EFFECTIVE MARCH 12, 2015,
t.�.- 9 11 13.76 > 69 PrDE O 19' N 3 cv ,= 4 I N � \� u'- 1� o` O AS AMENDED, STREETS WILL BE CONSTRUCTED BASED ON THE THOROUGHFARE ROAD _ (8348/46 OPRBCT) SEWER LINE AGREEMENT DOES APPEAR TO APPLY TO THIS TRACT AND
;9.84'26.55' 50.36' Q S21' S21' z � I PUE 9 O' 0 115.00' 1 Icp 1 S21' 26' *- 5' ` CV STANDARDS AS OF THE DATE OF THE AGREEMENT.MAY OR MAY NOT CROSS THIS TRACT BUT CANNOT BE SHOWN DUE TO LACK OF
59.g4' + 55.54' Q ° 26' S8"E cWp ;26'-�E LT4 ( 3 - 587E 18 1 DESCRIPTION. THE CALLED 563.002 ACRE OWNER TRACT•OESCRIPT10N IN EXHIBIT A IS
= 13fi.33 --_._ �,' z W c7 S21' n 12 10' o ., W PUE'S9 - S21- 26' S8 E H N 115.00, Z .< > 26' S81 r� o N Z I 115 10' \ 14. STORM SEWER SYSTEM, INCLUDING DRAINAGE CHANNELS, UNDERGROUND STORMWATER INCOMPLETE BUT DOES NOT DESCRIBE THE SEWER LINE LOCATION. EXHIBIT B IS THE CALLED
in 11.66' 115.00' ¢ - - E PrDE N i� 00' !� "W
rn a a tp cv o O PrDE cP cS� A2 R CONVEYANCE SYSTEMS, AND DETENTION PONDS WILL BE MAINTAINED BY BRAZOS 20.00 ACRE RECIPIENT TRACT AND DOES NOT DESCRIBE THE LOCATION OF THE SEWER LINE.
L16 115.00' as 3 n 6.31' I � 6.31' n CAZ Z N 115.00' 521-2. 5$"E � " N . 53, ` CV COUNTY MUD NO. 1 UNTIL ANNEXATION BY THE CITY OF COLLEGE STATION. UPON NO DESCRIPTION OF THE SEWER LINE APPEARS IN THIS DOCUMENT SO THE LOCATION OF THE
cJ 5' co � o' LA A5 \
LO I O � o `- I 9 00 14 19 W `r O W W ° 9 CCD 1 g' i9. N i O ANNEXATION, THE MAINTENANCE OF THE DETENTION PONDS WILL BE THE SEWER LINE MAY OR MAY NOT CROSS THIS TRACT BUT CANNOT BE SHOWN DUE TO LACK OF
IS P7rDE o Z v N PUE rno � Q 1 o g Z -- 115.00 � W i
PUE 1�5� ` RESPONSIBILITY OF THE HOA UNLESS THE CITY REQUESTS A CONTINUATION OF THE DESCRIPTION.
S22°_21' S1"E N22' 05' 21" S21_55 58" o rn I 67 N Q� Q' S21 26 , (+ MUD TAXING AUTHORITY FOR THE PURPOSE OF DETENTION POND MAINTENANCE AS
. - - W I _ �E _ d a_ �. O I 19, A i - 58"E n \ t0 SET FORTH IN THE DA. - (14403/166 OPRBCT) ACCESS EASEMENT AGREEMENT, THIRD AMENDMENT DOES AFFECT
1 15.00, U o N S21' 45' 1 " N� 13 PUE 17
_ N Z `O 115. �- M , 7,90'1 THIS TRACT. IT IS BLANKET IN NATURE AND COLLECTIVELY INCLUDES ALL PRIOR AND
115.00 - 115.00 - 9 E V_ 00' r- 0 AMENDED AGREEMENTS.
N/F c13 "! 19' iv 10.63' 115 S21' 1 g" ^� Q I cD 1 1 15. THE OPERATION AND MAINTENANCE OF THE LOCAL STREETS IS BASED ON AN
TPG AG EHC III (LEN) ,n I 7l 16 10 Z '� PUE 8 cO 1 69 10 00' �45r-�E ,COi 0 I Z ` ' 13' 19"W EXECUTED INTER -LOCAL AGREEMENT BETWEEN BRAZOS COUNTY AND BRAZOS COUNTY
co
o o_ 8 65 13.59' N34'_ MUNICIPAL UTILITY DISTRICT NO. 1. - (13736/283 OPRBCT) 2.92 ACRE ACCESS EASEMENT DOES CROSS THIS TRACT AS SHOWN
MULTI STATE 5, LLC PrDE I I I V_ PrDE aj to I I 115.Op d b N O I LO 16. THE OPERATION AND MAINTENANCE OF THE MAJOR STREETS IS BASED ON AN HEREON.
. S23' N22' . S22' 41' d LO 7 n S21' S21' 40' 59„E 113.17' t EXECUTED INTER -LOCAL AGREEMENT BETWEEN BRAZOS COUNTY AND BRAZOS COUNTY
REMAINDER OF CALLED 78.50 04' 047E 49' 17"W 147E ' `tI 10' a� 55' 01 "E I r: - (14600/87 OPRBCT) 20' WIDE CITY OF COLLEGE STATION PUBLIC UTILITY EASEMENT DOES
ACRE TRACT - - i� 19' r7 MUNICIPAL UTILITY DISTRICT NO. 1.
co I CROSS THIS TRACT AS SHOWN HEREON.
19709 255 OPRBCT 115.00' 1 15.00' j 15 S22' 3g' 04» 14 PrDE � 115.00' 1 13.5 � PUE
( / ) 00' _ E I 13.59' 3' LO 16 63 g
N I N I 9.12' S22�_39' 047E `r 19 �i� N I 17. SIDEWALK MAINTENANCE IS THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION. _ (14600/73 OPRBCT) 20' WIDE CITY OF COLLEGE STATION PUBLIC UTILITY EASEMENT DOES
17 19' N 7 20' I I 1 15.00' _ _ PUE 20' co 10' cD
`n 00 PUE " 16 N I `n 7 12 PrDE S22' 33' d CROSS THIS TRACT AS SHOWN HEREON.
PUE as �* I a; . I15.00'
PUE r j 26"E 3 18. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION.
- 3' 46' `r N23_33' . S23' 2g' `r � I 6 �I 67 _ S22' - S22'-34' 051E (Q '� - (14397/99 OPRBCT) ACCESS EASEMENT RESERVED IN DEED ONLY APPLIES TO THE
20' 16"E 13"W 307E I M I _ _46' 171E _ 1I89' 1a5.01' lY 19. ELECTRICAL SERVICE FOR THIS DEVELOPMENT IS PROVIDED BY ENTERGY. PORTION OF THIS TRACT WITHIN THE TRACT DESCRIBED IN SAID DEED. THIS EASEMENT IS
PUE 115.00' I S 19' ZN I ^ 20' d BLANKET IN NATURE AND WILL BE LIMITED TO PLATTED ROADS ONCE CONSTRUCTED.
115.00' I I I5.00' S23. 27' 56"E PUE °' 115.00' 115.pp' I 15 PUE rn W 20. HOMEOWNERS ASSOCIATION EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE WILL BE
N N I1�I 7.62' - . S22' 27' 56"E 11.83' I- REFERENCED IN THE COVENANTS, CONDITIONS, AND RESTRICTIONS OF THE - PIPELINE EASEMENT DESCRIBED IN SECOND AMENDMENT TO RIGHT-OF-WAY AGREEMENT
18 10' w0000 0 6 69 I co 17 1O' n 115.00' - 6 I 65 13 cep Id- Z SUBDIVISION. (14905/75 OPRBCT) DOES NOT CROSS THIS TRACT. THIS AMENDMENT REPLACES THE
I PrDE I � PrDE 0) rn 20, 115.00' I S2 �I 27' I � w 522-57?7"E O UNRECORDED IN RIGHT-OF-WAY DATED 05-30-1994 AS AMENDED (14905/63 OPRBCT).
of
S24" 28' 29"E . N24' 17' pg"yy . S-'E 1 1' 45"E _ I PUE 5 PUE
- - _ 3 37_33"E I S22- 10�•E z 105.pp' a 21. IN APPROVING THIS PLAT BY THE COMMISSIONER'S COURT OF BRAZOS COUNTY,
Z TEXAS, IT IS UNDERSTOOD THAT THE BUILDING OF ALL ROADS, AND OTHER PUBLIC - (13644/17 OPRBCT) BLANKET RIGHT OF INGRESS AND EGRESS RETAINED BY EXXONMOBIL
'nI 16 10' I' I > to THOROUGHFARES AND ANY BRIDGES OR CULVERTS NECESSARY TO BE CONSTRUCTED PIPELINE COMPANY DOES APPEAR TO APPLY TO THIS TRACT.
115.00' OD 115.00' 115.00' I S24' 16' PrDE of 115.00' 115.00' d aQ � W
r 487E -a I . LO I 14 f,',o OR PLACED IS THE RESPONSIBILITY OF THE OWNER(S) OF THE TRACT OF LAND
N 19' - _N 6.11' 19' .S24' 16' 481E 1,-10.06' >1 N - 13809 78 OPRBCT PARTIAL ASSIGNMENT AND ASSUMPTION OF DEVELOPMENT AGREEMENT
N S I `t 115.00' - S 65 I <tI 14 10' rn F_ COVERED BY THIS PLAT IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS ( / }
19 I 18 PUE I ^ cr I I PrDE Z S23' 53' 137E T THIS ACT.
PUE o0 `n I _ DOES APPLY 0 TR
-44
O PRESCRIBED BY THE COMMISSIONER'S COURT OF BRAZOS COUNTY, TEXAS. SAID
°' °0 115.00' `t COMMISSIONER'S COURT ASSUMES NO OBLIGATION TO BUILD ANY OF THE ROADS, OR
S25' 10' 41 "E rn S25_pl' 057E . S24. 57' 01 "E . �i 4L _ N �`9 S24' 28' 507E I S24' 20' 107E _ 4 105.Op' OTHER PUBLIC THOROUGHFARES SHOWN ON THIS PLAT, OR OF CONSTRUCTING ANY OF - (15281/77 OPRBCT) PARTIAL ASSIGNMENT AND ASSUMPTION OF DEVELOPMENT AGREEMENT
- - - - - cw � N �I 17 i r)i C4 - -" I DOES APPLY TO THIS TRACT.
115.00' i I � THE BRIDGES OR DRAINAGE IMPROVEMENTS IN CONNECTION THEREWITH. THE COUNTY
115.00' N t 115.00' ca I S25• 05' 115.00' 115.00' ' 13 IQ WILL ASSUME NO RESPONSIBILITY FOR DRAINAGE WAYS OR EASEMENTS IN THE - (15434/69 OPRBCT) LICENSE AND MEMORANDUM OF AGREEMENT DOES APPLY TO THE
N 10' CY N Iir) 4.61' d• - 407E . S23' 05' 40"E , 't 10. , 8.30' I z rn SUBDIVISION, OTHER THAN THOSE DRAINING OR PROTECTING THE ROAD SYSTEM. SUBDIVISION.
,N 20 PrDE a `a I 4I 19 P DE N I 114- 115.00' - . - z I 4 PrDE , 15 I S24' 48' 59'E22. IT IS THE RESPONSIBILITY OF THE OWNER, NOT THE COUNTY, TO ASSURE COMPLIANCE - (15446/39 OPRBCT) PARTIAL ASSIGNMENT AND ASSUMPTION OF DEVELOPMENT AGREEMENT
v (� a0 I 115.00' W w $25' 2O' 06""E S25' 13' � WITH THE PROVISIONS OF ALL APPLICABLE STATE, FEDERAL AND LOCAL LAWS AND DOES APPLY TO THIS TRACT.
. S25° 5. 44"E S25" 45' 01 "E S25' 42' 1 T'E . °' 21 "E I V 105.00' REGULATIONS RELATING TO THE PLATTING AND DEVELOPMENT OF THIS PROPERTY. THE
_ _ N 3 � �I 10' � f _ r
-- -- `n 18 r\ a - ,-- . - . �,! COUNTY ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF REPRESENTATIONS BY - (15555/269 OPRBCT) LICENSE AND MEMORANDUM AGREEMENT AND CORRECTION DO APPLY
115.00' I �n PrDE 115' - 115.00' 115,00' W z 115.00' I Q it 6.53 1i 12 I� U THE OTHER PARTIES IN THIS PLAT. FLOODPLAIN DATA, IN PARTICULAR, MAY CHANGE. IT TO THIS TRACT. EXCLUSIVE EASEMENT AND LICENSE AGREEMENT GRANTING PM FIBER, LLC
I - I 3.10' I z S25_54' 327E . S25�54_32""E a N I in "� II IS FURTHER UNDERSTOOD THAT THE OWNERS OF THE TRACT OF LAND COVERED BY USE OF DEDICATED UTILITY EASEMENTS DOES APPLY TO THIS TRACT.
N O N w N 20' d) It W w 10' o�
0 71 21 ao C) < 19' 3 69 20 N Z w 0 � 19' 3 10' rn 16 co 10i
`r THIS PLAT MUST INSTALL AT THEIR OWN EXPENSE ALL TRAFFIC CONTROL DEVICES AND
Eo od Q a PUE PUE of d > 115.00' O 3 LO PUE I PrDE ai S25' 44' 44"E
, 4 a 67 115.00' , o PrDE � � - SIGNAGE THAT MAY BE REQUIRED BEFORE THE ROADS IN THE SUBDIVISION HAVE - (15028 36 OPRBCT SANITARY SEWER EASEMENT TO BRAZOS COUNTY DOES NOT APPLY
S26' 35' 06""E Ed, n ¢ a °O O I -SOUTHERN POINTE FINALLY BEEN ACCEPTED FOR MAINTENANCE BY THE COUNTY. TO THIS TRACT }
N S26' 28' 57"E S26' 27' 33"E in _ d
S26' 11' 227E N26° 06' 27"W 105.00' MENT AGREEMENT
d 1 - - - _ W N cli 2 - 10' a - fw`5,
SUBDIVISIONCQ 115.00' Q i LO 19 ai I -23. ALL PUBLIC DRAINAGE EASEMENTS WILL BE IMPROVED ACCORDING TO THE DRAINAGE - (17854/89 OPRBCT} PARTIAL ASSIGNMENT AND ASSUMPTION OF DEVELOP3 I PrDE 115.00' r7 SECTION 20) DOES APPLY TO THIS TRACT.
115.00' 0 1.59, 115.00' � 115.00' 4.77 I 11 ai POLICY AND DESIGN STANDARDS.
20' .< 0_ S26' 43' 24"E4-!S26° 43' 24"E N (18657/120)
M 10' N x N 10' qt o - 0 19' b)
PUE N 22 PrDE °D �n 2 69 I
o. 21 PrDE � U 3 �: 2 20' ^ 17 PUE tO I 24. THE PRIVATE DRAINAGE EASEMENT$ WILL BE MAINTAINED BY THE LOT OWNERS OR THE - (18685/29 OPRBCT) BLANKET ENTERGY RIGHT OF WAY EASEMENT DOES APPLY TO THIS
�i) I 1 I ( 't 1* to 1 g' 1 15.00' 1 15.00' `n PUE *I � N26' 40' 30 -_ HOA, HOMEOWNERS ASSOCIATION. FENCES, GRADING AND LANDSCAPING CANNOT IMPEDE TRACT.
N27' 17' 18"W S27' 12' 537E S27' 12' 487E . PUE I I . N26' 59' 32"W . THE FLOW IN THE PRIVATE DRAINAGE EASEMENT.
_ 1_1I O 1�' S27. 02_38"E - _ 105.00' - (18712/186 OPRBCT) TEMPORARY BLANKET EASEMENT TO THE CITY OF COLLEGE STATION
ao 25. STORM WATER DETENTION FACILITIES FOR THIS PHASE ARE LOCATED OFF SITE AND DOES APPLY TO THESE TRACTS.
115.00- i, . I 115.00' 115.00' p ED - 67 PUE 00 - 115.00' 3•00' 115.00' n n 19' cD
� c . I 0.09' Iq I 1 I oo 20 LO � I ( 10' ( �n PUE 10 C3 I I ARE TO BE MAINTAINED BY THE HOA. - ALL OTHER RESTRICTIONS AND ITEMS DO NOT APPLY OR ARE NOT ADDRESSED HEREON.
N I 23 PUE r7 I 15 1 0 C1422 15 I ``) 15' aoI 15' 25.00' 25.00' "� 115' 1 �I 65 18 PrDE ,� 25.00' 25.00' N27" 36' 16"W d 26. THE SUBJECT TRACT LIES WITHIN THE EXTRA -TERRITORIAL JURISDICTION (ETJ) OF THE
co L I ! l PUE ( c°I PUS I I PUE PUE I L4 `E l `oL PUEJ L1 105.00' P4 w
h� rJ' h 0.10' d �
\� 4-90.00' 90.00' v 90.00' 26.41' t� 90.00' 90.00' Cy ao 20' 00
L15 0 N28" 29' 48-180.00' N28° 29' 48WW -11 .42fo L6 SOUTHERN POINTE N2$° 29' 48'W - 180.01' U � 9 PUE 0 H a PLAT
,ri SUBDIVISION 10.00 Z ;,,FINAL
Iq N VICKI LANE N29 29 48 yy D N n SECTION 500 VICKI LANE 105.00' - tO
Curve Table
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C1
377.43'
3052,50'
007'05'04"
188.95'
377.19'
S65'00'30"W
C2
51.28'
3167.50'
000'55'39"
25.64'
51.28'
N61'55'48"E
C3
474.44'
4172.50'
006'30'54"
237.48'
474.19'
N65'06'15"E
C4
714.53'
3790.00'
010°48'07"
358.33'
713.47'
S27'50'11"E
C5
305.77'
3167.50'
005'31'52"
153.00'
305.65'
N65'09'33"E
C6
350.97'
225.00'
089'22'27"
222.56'
316.46'
N23'14'16"E
C7
671.84'
3595.00'
010'42'27"
336.90'
670.86'
N27'50'34"W
C8
697.02'
3.710.00'
010'45'52"
349.54'
695.99'
S27'50'20"E
C9
310.60'
3217.50'
005'31'52"
155.42'
310.48'
S65'09'33"W
C10
272.98'
175.00'
089'22'27"
173.1O'
246.13'
S23'14'16"W
C11
374.03'
3447.50'
006'12'58"
187.20'
373.85'
N65'26'33"E
C 12
380.18'
3497.50'
006' 13'41 "
190.28'
379.99'
S65'26' 1 1 "W
C 13
1 105.26'
3545.00'
001-42'04"
52.63'
105.25'
1 S22' 18'00"E
C14
408.47'
3727.50'
006'16'43"
204.44'
408.27'
N65'24'40"E
C15
442.91'
4007.50'
006'19'56"
221.68'
442.68'
N65'23'04"E
C16
180.84'
3545.00'
002'55'22"
90.44'
180.82'
S26'13'45"E
C17
414.62'
3777.50'
006'17'20"
207.52'
414.41'
S65'24'22"W
C18
449.06'
4057.50'
006'20'28"
224.76'
448.83'
S65'22'48"W
C 19
241.04'
3545.00'
003'53'45"
120.57'
241.00'
S31' 14' 15"E
C20
308.18'
3192.50'
005'31'52"
154.21'
308.06'
N65'09'33"E
C21
31 1.97'
200.00'
089'22'27"
197.83'
281.29'
N23' 14' 16"E
C22
831.59'
3570.00'
013'20'47"
417.69'
829.71'
N28'07'22"W
C23
377.11'
3472.50'
006'13'20"
188.74'
376.92'
N65'26'22"E
C24
511.55'
3752.50'
007'48'38"
256.17'
511.15'
N64'38'43"E
C25
545.98'
4032.50'
007'45'27"
273.41'
545.57'
N64'40'18"E
C26
805.77'
3750.00'
012-18'41"
j 404.44'
j 804.22'
S28'36'06"E
C27
453.77'
3892.50'
006'40'45"
1 227.14'
1 453.51'
1 N65'12'39"E
J o 49.92' 280.00' J 166.50' o f �
O 50' ROW - 27' PAVEMENT o (20376/150) 50' ROW - 27' PAVEMENT W w N2$° 32 02 W-115.00 °� o OF
Li b o ,� W Z -
" N2r 29' 481W-180.00' _ N2� 29' 4a'W - tifi.42' 1 a a 19' PUE , SOUTHERN POINTE SUBDIVISION
25.00'
Curve Table
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C28
419.33'
3612.50'
006'39'02"
209.90'
419.09'
N65'13'31"E
C29
384.89'
3332.50'
006'37'03"
192.66'
384.67'
N65'14'31 "E
C30
235.61'
340.00'
039'42'17"
122.76'
230.93'
S01'35'49"E
C31
199.95'
340.00'
033'41'43"
102.96'
197.08'
S37'37'53"W
C32
378.66'
1 3062.50'
1 007'05'04"
1 189.57'
378.42'
S65'00'30"W
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
50.00'
N27' 36' 23"W
L2
35.56'
N73' 09' 46"W
L3
35.16'
N16' 48' 54"E
L4
50.01'
N28' 29' 48"W
L5
35.54'
N73. 11' 22"W
L6
63.59'
N28' 29' 48"W
L7
50.00'
S61' 30' 12"W
L8
35.18'
N73' 47' 05"W
L9
50.00'
N28' 29' 48"W
L10
35.53'
N16' 13' 08"E
L11
1 35.19'
N73' 45' 53"W
L12
50.00'
N28' 29' 48"W
L13
35.52'
N16' 14' 19"E
L14
50.00'
N61' 30' 12"E
L15
90.00'
N28' 29' 48"W
LINE TABLE
LINE #
LENGTH
DIRECTION
L16
14.53'
N21' 26' 58"W
L17
79.53'
N56° 00' 24"E
L18
50.00'
N33' 59' 36"W
L19
35.17'
N10' 42' 13"E
L20
50.00'
N56' 00' 24"E
L21
35.54'
S79' 17' 32"E
L22
65.00'
N56' 00' 24"E
L23
35.18'
N10° 43' 01"E
L24
80.01'
N56' 00' 24"E
L25
35.53'
S79' 16' 37"E
L26
50.00'
S33' 59' 36"E
L27
35.53'
S11 ° 17' 24"W
L28
80.01'
S68' 33' 02"W
L29
35.1O'
S23' 08' 36"W
L30
1 50.00'
1 S21- 41' 58"E
25.00'125.00'
10' PUE
(20376/150)
N/F
TPG AG EHC III (LEN)
MULTI STATE 5, LLC
REMAINDER OF CALLED
78.50 ACRE TRACT
(19709/255 OPRBCT)
LINE TABLE
LINE #
LENGTH
DIRECTION
L31
35.36'
S66' 26' 58"E
L32
35.36'
N23' 33' 02"E
L33
65.00'
N68' 33' 02"E
L34
65.01'
S68' 33' 02"W
L35
35.61'
N66° 52' 11 "W
L36
35.54'
N11' 18' 20"E
L37
65.00'
N56° 00' 24"E
L38
35.18'
S78' 42' 14"E
L39
30.20'
S21' 26' 58"E
L40
35.36'
S66' 26' 58"E
L41
35.36'
S23' 33' 02"W
L42
74.77'
S21' 26' 58"E
L43
35.94'
S67' 24' 04"E
L44
35.18'
N16' 47' 30"E
L45
j 50.00'
N61' 30' 12"E
15' PUE-/
(20376/150)
LINE TABLE
LINE #
LENGTH
DIRECTION
L46
35.19'
N 16' 46' 17"E
L47
89.13'
N68' 33' 02"E
L48
37.29'
S69' 40' 16"E
L49
34.38'
S21' 59' 33"W
L50
35.53'
N73' 12' 44"W
L51
35.52'
N73' 13' 55"W
L52
83.17'
S68' 33' 02"W
L53
31.82'
S21' 23' 02"W
L54
35.17'
S78' 41' 25"E
L55
45.61'
S68' 33' 02"W
L56
50.01'
S9' 33' 56"E
L57
1 83.84'
N56' 38' 12"E
-
,-
- ___-__ _-.._e ._� i t .- -- __a___ � _
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(20376/150)
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3
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SCALE IN FEET
LEGEND
PROPERTY BOUNDARY
RIGHT OF WAY
- - LOT LINE
- PUBUC UTILITY EASEMENT (P.U.E)
- PRIVATE DRAINAGE EASEMENT (Pr.D.E)
___ _ . _ _.. __. _... _..... EXISTING PUBLIC UTILITY EASEMENT (P.U.E)
___ _._ -___ _ __. _. __ ..__......_.-EXISTING PUBLIC DRAINAGE EASEMENT (P.D.E)
-- - - - - - - __- EXISTING PRIVATE DRAINAGE EASEMENT (Pr.D.E)
--- _ --•-�--�--�--� EXISTING PUBLIC ACCESS EASEMENT (P.A.E.)
__ -- ._.. ___ _ __ __ _ EXISTING ELECTRICAL EASEMENT (E.E.)
COMMON AREA HATCH
LOT CORNER - 1/2"IRON ROD SET NTH BLUE
O
PLASTIC CAPS STAMPED "KERR SURVEYING"
UNLESS OTHERWISE NOTED
®
RIGHT OF WAY CENTERUNE
"X" SET IN CONCRETE
®
BLOCK LABEL
(CM)
CONTROLLING MONUMENT FOUND AND USED TO
ESTABLISH PROPERTY LINES
OPRBCT
OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY,
TEXAS
0
RECORDING INFORMATION
ROW
RIGHT-OF-WAY
SECTION 503
21.76 ACRES
106 LOTS
BLOCK 62, LOTS 1-14
BLOCK 63, LOTS 9-26
BLOCK 65, LOTS 1-18
BLOCK 67, LOTS 1-20
BLOCK 69, LOTS 1-22
BLOCK 71, LOTS 10-23
COMMON AREA A 503 - 0.584 ACRES
REMAINDER OF A CALLED 78.50 ACRE TRACT
VOLUME 19709, PAGE 255 OPRBCT
STERRETT D. SMITH LEAGUE SURVEY, A-210
BRAZOS COUNTY, TEXAS
DEVELOPER:
Lennar Homes of Texas
SCALE V = 60'
Land and Construction LTD
MAY, 2026
5775 N Sam Houston Pkwy West, Suite 900
SURVEYOR:
ENGINEER:
Houston, TX 77086
(281) 874-1815
KERR
SJRk EYIVG
SCHULTZ
OWNER:
TPG AG EHC III (LEN)
Kerr Surveying, LLC
TBPE FIRM NO. 12327
MULTI STATE 5, LLC
1718 Briarcrest Dr.
911 SOUTHWEST PKWY E.
8585 E. Hartford Drive, Suite 118
Bryan, TX 77802
College Station. Texas 77840
(979)269-3195
Scottsdale, AZ 85255
TBPELS FIRM # 10018500
(979) 764-3900
(281) 874-1815 SURVEYS@KERRSURVEYING.NET
SHEET 1 OF 2
JOB 25-0365
CERTIFICATE OF OWNERSHIP AND DEDICATION
STATE OF TEXAS
COUNTY OF BRAZOS
We, TPG AG EHC III (LEN) MULTI STATE 5, LLC, owners and developers of the land
shown on this plat, and designated herein as the Southern Pointe Subdivision, Section
503, in Brazos County, Texas, and whose name is subscribed hereto, hereby dedicate
to the use of the public forever all streets, alleys, parks, greenwoys, infrastructure,
easements, and public places thereon shown for the purpose and consideration
therein expressed.
TPG AG EHC III (LEN) MULTI STATE 5 LLC, a Delaware limited liability company
By: Essential Housing Asset Management, LLC, an Arizona limited liability company,
its Authorized Agent
By: -" -o--R-e- ---n--
Wendy tckel, Authorized Representative
STATE OF ARIZONA
COUNTY OF MARICOPA
Before me, the undersigned authority, on this day personally appeared Wendy Stoeckel,
Authorized Representative of Essential Housing Asset Management, LLC, Authorized
Agent of TPG AG EHC III (LEN) MULTI STATE 5, LLC, known to me to be the person
whose name is subscribed to the foregoing instrument, and acknowledged to me that
he executed the some for the purpose and consideration therein stated.
Given under my hand and seal on this day of ___,� u20 .
OFFICIAL SEAL
JAIME MARIE AAMS
NOtARY PUBLIC-ARPZONA
MARICOPA COUNTY
COMM 686280
n-1J1 My Gomm., Expires July 1, 2(729
CERTIFICATE OF THE SURVEYOR
STATE OF TEXAS
COUNTY OF BRAZOS
Notary Pu KC
1, Michael Konetski, Registered Professional Land Surveyor No. 6531, in the State of
Texas, hereby certify that this plat is true and correct and was prepared from an
actual survey of the property and that the property markers and monuments were
placed under my supervision on the ground.
R.P.L.S. No. 6531
CERTIFICATE OF COUNTY CLERK
Filed for Record
Official Public Records Of:
Brazos County Clerk
On: 6/12/2026 8:50:33 AMi
In the PLAT Records
Doc Number: 2026-1588894
yo`
Volume - Page: 20619 - 67
Number of Pages: 2
Amount: 72.00
Order#:20260612000024
By: JV
40
MAW
Co Inty Clerk
Brazos County, Texas
CERTIFICATE OF ADMINISTRATOR
I, 1`�O�L�J`1leY�lQ Administrator of the City of College Station, Texas, hereby
certify that this Subdivision Plat conforms to the requirements of the Subdivision
Regulations of the City of College Station.
hI� .
City Administrator C City of College Station, Texas
CERTIFICATE OF CITY ENGINEER
�Pc�l, U. �,�tC�
I, _ !�_, City Engineer of the City of College Station, Texas,
hereby certify that this Subdivision Plat conforms to the requirements of the
Subdivision Regulations of the City of College Station.
City Engineer
City of College Station
CERTIFICATE OF COUNTY JUDGE
This subdivision was duly approved by the Commissipers Court of Brazos County,
Texas, ag th Final Plat of, Ch subdivision on _I::!- day of
Signed this the day of �__*- _ _ 20a _.
County Judge, Brazos County, Texas
BLOCK
LOT
AREA (SF)
GRADING
TYPE
62
1
7,100
B
62
2
5,810
B
62
3
5,810
B
62
4
5,810
B
62
5
5,810
B
62
6
5,810
B
62
7
5,810
B
62
8
5,810
B
62
9
5,810
B
62
10
5,810
B
62
11
5,810
B
62
12
5,810
B
62
13
5.810
B
62
14
6,395
B
63
9
5,305
B
63
10
5,305
B
63
11
5,305
B
63
12
5,305
B
63
13
5,305
B
63
14
5,305
B
63
15
5,282
B
63
j 16
6,125
B
63
17
6,607
B
63
18
6,614
B
63
19
6,614
B
63
20
6,975
B
63
21
6,642
B
63
22
67642
B
63
23
6,011
B
63
24
5,750
B
63
25
5,750
B
63
26
6,275
B
65
1
6,696
B
65
2
5,814
B
65
3
5,814
A
65 j
4
5,814
A
BLOCK
LOT
AREA (SF)
GRADING
TYPE
65
5
5,814
A
65
6
5,814
B
65
7
5,814
B
65
8
57785
B
65
9
5,781
B
65
10
6,958
B
65
11
11,079
A
65
12
57806
A
65
13
5,817
A
65
14
5,817
A
65
15
5,817
B
65
16
5.817
B
65
17
51817
B
65
18
6,701
B
???
1
9,875
???
67
2
5,999
B
67
3
5,999
B
67
4
5,999
B
67
5
5,999
B
67
6
5,999
B
67
7
6,024
B
67
8
5,844
B
67
9
5,750
A
67
10
6,682
A
67
11
6,785
A
67
12
5,750
A
67
13
5,773
A
67
14
5,817
A
67
15
5,811
A
67
16
5,811
A
67
17
5,811
A
67
18
5,811
A
67
19
5,811
A
67
20
9,466
A
69
1
61975
A
69
1 2
5,805
A
BLOCK
LOT
AREA (SF)
GRADING
TYPE
69
3
5,805
B
69
4
5,805
B
69
5
5,805
B
69
6
5,805
B
69
7
5.805
B
69
8
5,805
B
69
9
5,798
B
69
10
5,750
A
69
11
7,036
A
69
12
6,799
A
69
13
5,750
A
69
14
5,786
A
69
15
5,807
A
69
16
5,807
A
69
17
5,807
A
69
18
5,807
A
69
19
5,807
503
69
20
5,807
A
69
21
5,807
A
69
22
6,690
A
71
10
6,063
A
71
11
5,199
A
71
12
5,162
A
71
13
5,498
A
71
14
7,222
A
71
15
5,973
A
71
16
5,810
A
71
17
5,810
A
71
18
5,810
A
71
19
5,810
A
71
20
5,926
A
71
21
5,694
A
71
22
5,810
A
71
23
6,792
A
BLOCK
LOT
AREA (SF)
63
COMMON AREA
25,439
A 503
FIELD NOTES DESCRIPTION
OF A
21.76 ACRE TRACT
STERRETT D. SMITH LEAGUE SURVEY, ABSTRACT NO. 210
BRAZOS COUNTY, TEXAS
A FIELD NOTES DESCRIPTION OF 21.76 ACRES IN THE STERRETT D. SMITH LEAGUE
SURVEY, ABSTRACT NO. 210, IN BRAZOS COUNTY, TEXAS, BEING A PORTION A CALLED
78.50 ACRE TRACT DESCRIBED IN A DEED TO TPG AG EHC Ili (LEN) MULTI STATE 5,
LLC IN VOLUME 19709, PAGE 255 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS
COUNTY, TEXAS (OPRBCT); SAID 21.76 ACRES BEING MORE PARTICULARLY DESCRIBED
BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at 1/2 inch iron rod found (all 1/2 inch iron rods found with blue plastic
caps stamped 'KERR SURVEYING') on the southwest right-of-way of Mather Parkway
(80' wide right-of-way, shown on the plat of Southern Pointe Section 111 filed in
Volume 18657, Page 120, OPRBCT) marking an east corner of said 78.50 acre tract;
for reference the City of College Station monument CS94-154 bears S 72' 14' 05" E
a distance of 5,391.21 feet;
THENCE, with a right-of-way chamfer from said Mather Parkway to the northwest
right-of-way of Southern Pointe Parkway (105' wide right-of-way, 18657/120
OPRBCT) S 23" 33' 02" W a distance of 141.42 feet to a 1/2 inch iron rod found;
THENCE, with said northwest right-of-way of Southern Pointe Parkway for the
following two (2) courses and distances:
1) S 68' 33' 02" W a distance of 202.94 feet to a 1/2 inch iron rod found;
2) With a tangent curve to the left having a radius of 3,052.50 feet, an arc
length of 377.43 feet, a delta angle of 07' 05' 04", and a chord which bears S
65' 00' 30" W a distance of 377.19 feet to a point on said right-of-way,
THENCE, severing said 78.50 acre tract for the following thirty nine (39) courses and
distances:
1)
N
28' 32'
02"
W a
distance of 115.00 feet;
2)
With
a non
-tangent
curve to the right having a
radius of 3,167.50 feet, an arc
length of
51.28
feet, a delta angle of 00' 55'
39", and a chord which bears N
61'
55' 48" E
a distance of 51.28 feet;
3)
N
27' 36'
23"
W a
distance of 50.00 feet;
4)
N
73' 09'
46"
W a
distance of 35.56 feet;
5)
N
28' 29'
48"
W a
distance of 180.01 feet;
6)
N
16' 48'
54"
E a
distance of 35.16 feet;
7)
N
28' 29'
48"
W a
distance of 50.01 feet,
8)
N
73' 11'
22"
W a
distance of 35.54 feet;
9)
N
28' 29'
48"
W a
distance of 63.59 feet;
10)
S
61' 30'
12"
W a
distance of 50.00 feet;
11)
N
28' 29'
48"
W a
distance of 116.42 feet;
12)
N
73' 47'
05"
W a
distance of 35.18 feet;
13)
N
28' 29'
48"
W a
distance of 50.00 feet;
14)
N
16' 13'
08"
E a
distance of 35.53 feet;
15)
N
28' 29'
48"
W a
distance of 180.00 feet;;
16)
N
73' 45
53"
W a
distance of 35.19 feet;
17)
N
28' 29'
48"
W a
distance of 50.00 feet;
18)
N
16' 14'
19"
E a
distance of 35.52 feet;
19)
N
61' 30'
12"
E a
distance of 50.00 feet;
20)
N
28' 29'
48"
W a
distance of 90.00 feet;
21)
With
a non
-tangent
curve to the right having a
radius of 4,172.50 feet, an arc
length of
474.44
feet, a delta angle of 06' 30'
54", and a chord which bears N
65' 06' 15" E
a distance of 474.19 feet;
22)
N
21' 26'
58"
W a
distance of 14.53 feet;
23)
N
33' 59'
36"
W a
distance of 136.33 feet;;
24)
N
56' 00'
24"
E a
distance of 79.53 feet;
25)
N
33' 59'
36"
W a
distance of 50.00 feet;
26)
N
10' 42'
13"
E a
distance of 35.17 feet;
27)
N
56' 00'
24"
E a
distance of 50.00 feet;
28)
S
79' 17'
32"
E a
distance of 35.54 feet;
29)
N
56' 00'
24"
E a
distance of 65.00 feet;
30)
N
10' 43'
01"
E a
distance of 35.18 feet;
31)
N
56' 00'
24"
E a
distance of 80.01 feet;
32)
S
79' 16'
37"
E a
distance of 35.53 feet;
33)
S
33' 59'
36"
E a
distance of 50.00 feet;
34)
S
11' 17'
24"
W a
distance of 35.53 feet;
35)
With
a non
-tangent
curve to the right having a
radius of 3,790.00 feet, an arc
length of
714.53
feet, a delta angle of 10' 48'
07", and a chord which bears S
27' 50' 11" E
a distance of 713.47 feet;
36)
S
68' 33'
02"
W a
distance of 80.01 feet;
37)
S
23' 08'
36"
W a
distance of 35.10 feet;
38)
S
21' 41'
58"
E a
distance of 50.00 feet;
39)
S
66' 26'
58"
E a
distance of 35.36 feet;
THENCE, severing said 78.50 acre tract and partially with said west right-of-way of
Mather Parkway (18657/120 OPRBCT), S 21' 26' 58" E a distance of 410.00 feet to
the POINT OF BEGINNING hereof and containing 21.76 acres of land, more or less.