Loading...
University Heights Ph4- - I I J I I I I I I 1! 1 J I I I CO.*ONj 3 1 2 3 4 5 I 6 7 8 9 10 1 1 11 12 13 14 15 A 1 7 3 J ! n J ! I ! I I I 4 51 I 6 7 8 9 10 11 12 13 14 15 16 I 17 18 - - N UNIVERSITY HEIGHTS �� ! ! m l� SUBDIVISION ZPHASE 3 ( 1 o NOT PLATTED BCS ROCK D _ 1 - m - _ - 11873/235 PRAIRIE LP K - - - - I - - - - - UNIVERSITY HEIGHTS 10914/118 ZONED RS 1P 15 PU I ---F- -� SUBDIVISION / v SEE COMMON AREA 9 AND ' PHASE 1 I t INSET A- Kenyon Drive PUBLIC DRAINAGE 1 10517/276 EASEMENT I I Kenyon Drive 50' ROW - 27' B-8 PAVEMENT WIDTH 7 5, 7.5' / 20' PUE 15' PUE PDE PDE PUE 50' ROW - 27' B -B PAVEMENT WIDTH s - - GZ � Z 25' E - 65' N42" 25' 22'E - 474.28' 3.36 ?.4 37.50' 37.50' 30.00' 30.00' 30.00' 37.50' 37.50' 30.60' 30.00' 30.00' I Public Alley v 24J4' 37.50 5100 50 30.00 37.50 34.7 �J 142.03 00 312'.25 73� _ 20' PAVEMENT WIDTH 80, ' - r_ 79a, 24' ROW , E_ .' c' 0 0 0 0 0 0 0 0 0 0 o Ia oI b o o� '--- -�.-� ----- ------�--._ A N ui ori 0 0 u7 0 ori o 0 0 0 0 , I S42- 25' 22"W 454.31 -� PUE ' - - r - -L(i T r I � ) r OMIMON b. I C2 1 \ TTT"' WIDTH T ( '-I 7 15' PUE --, VARIES Z t t t t i t Z Z 12 Z 13 Z 14 1 Z 21 15 Z 16 Z 17 Z �/ LEGEND �' 2I 3' �I 4 3) 51 6I 7 �I 8 �I 9) 101 111 AC SII I �I II 10.104 E PUE WIDTH J M MI M M 00 M °D 0 0 c0 0 1 1 ap oa 7 5' ' PUE WIDTH N N D VARIES I _ I I I I MI MI MI �I MI ►�I �II� �I ►SII PUE 1 �� U� VARIES /r 20' PUE 4 M M M M M M rrI M M M I 10' ' �O PUE /V BLO 11 Z Z Z Zl Z Z Z ' UNIVERSITY HEIGHTS SUBDIVISION PHASE 1 10517/276 r I I I 20' PUE I I 7367/53 15' PUE (14321/233) GJ. V J ROW / DEDICATION / 0.003 ACRES (135 SQ FI') / / 11- 5' PUBLIC ACCESS / EASEMENT h °j M TEMPORARY ACCESS 2 �LOT 1 p � N' (10500/209) / �(P 7 BLOCK 12 D d �W "� 5.142 ACRES / �3 m C CV r.yl o � IO i0' n / 1 ' 1 50' PIPELINE / �r� IZi EASEMENT 20' WELLBORN SPECIAL / o0 PRIVATE UTILITY DISTRICT EASEMENT / Ci DRAINAGE 3645/296 EASEMENT '50 25 0 50 15' PUE 15' PUEI/SCALE IN FEET f -- - 0.00 30.00 37.50 37.50 'An nn, 30.00 30.00' 37.50 37.50 30.00 ,I 1 , 30.00 30.0.0 37.50 37.50 30.00 28.95 18.79' N10' 39' 25"W L2 �, �/ 1 N64' 35' 45'E ► Public Alley S42' 25' 'Ili► _ N67' 55' 35'E L4 1.30' � 14.7 v / , 42.84' V 113N L6 18.10' PRIV22- PARKING 24' ROW - 20' PAVEMENT WIDTH EASEMENT N42" 25' 2TE _ 479.67' L7 20' , PrDE 5.00 S11' 53' 43"E ' I � N47' 34' 38'W / 30.16' N47' 34' 38'W L10 71.55' N11' 53' 43'W L11 2.63' S11' L24 17.10' LOT 1 C5 48.94' 25.00' 11710'23' 37.18 '41.49' EXPLORER PIPELINE C6 34.50' 0.609 ACRES 011'17'45' 17.31 34.45' T,-1 jt2 C7 34.52' 25.,00' O7TO7'23' 20.65 BLOCK 11 NOZ51'41'E - ,-- - �, 268.88 �- - - - 40.12- �.00'� 49.67' 02530'13' 39:60 77.25' N55'10'29°E C9 44.41' .t PARKING COMMON AREA $ PRIVATE 22' / S38'28'41'E 010 1 doh fo / 33.40 '40.03' DRAINAGE EASEMENT EASEMENT CD PRIVATE 0.869 ACRES PRIVATE PARKING u7 P PRIVATE 15' PUE /� ' ; j 20' PRIVATE DRAINAGE C12 41.95' DRAINAGE J EASEMENT (DETENTION POND, AMENITIES &PARKING) EASEMENT J DRAINAGE DRAINAGE EASEMENT $ U C13 '`0 EASEMENT 03055'13' 8.35' ' 15.83' N2TO7'01'W C14 39.27' 25.00' 090'oo00' 25.00' 35.36' 170.76 C15 268.88' 25.00' 05419'05' g 2282' S15'15'50'W C16 29.47' 125.00' 013'30'32' -. 129.40' S18'38'59'E - 41.26' 175.00' 013'30'32' 20.73 UNIVERSITY HEIGHTS SUBDIVISION PHASE 1 10517/276 r I I I 20' PUE I I 7367/53 15' PUE (14321/233) GJ. V J ROW / DEDICATION / 0.003 ACRES (135 SQ FI') / / 11- 5' PUBLIC ACCESS / EASEMENT h °j M TEMPORARY ACCESS 2 �LOT 1 p � N' (10500/209) / �(P 7 BLOCK 12 D d �W "� 5.142 ACRES / �3 m C CV r.yl o � IO i0' n / 1 ' 1 50' PIPELINE / �r� IZi EASEMENT 20' WELLBORN SPECIAL / o0 PRIVATE UTILITY DISTRICT EASEMENT / Ci DRAINAGE 3645/296 EASEMENT '50 25 0 50 15' PUE 15' PUEI/SCALE IN FEET f -- ' NOTES: 15. THE PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY S4 51' 42'IN -567.54' 1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH THE LOT OWNERS OR THE HOA, HOMEOWNERS ASSOCIATION. AS ESTABLISHED FROM G.P.S. OBSERVATION. LANDSCAPE, FENCES, STRUCTURES, GRADING ETC. CANNOT _ IMPEDE THE FLOW OF THE PRIVATE DRAINAGE EASEMENT. 3. IRON RODS WILL BE SET AT ALL ANGLE POINTS AND. LOT LIM NOT O8' 3 °'W ^' 2� .22' 20' PUE - CORNERS, UNLESS STATED OTHERWISE. 16. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND l MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA). 7367/53 1 1 i 4 FLOODPLAIN NO N ACCORDING OF THIS �TOTTHE F.le E M.A. FLOOD INSURANCE 17. BLANKET EASEMENT EXECUTED BY F.N. GERMAN TO CITY OF METES AND BOUNDS DESCRIPTION x I I I I 1 I RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, BRYAN, DATED JANUARY 12, 1950, RECORDED IN VOLUME 141, OFA N v; (( MAP NO. 48041 CO305F, EFFECTIVE DATE: JULY 31, 2012. PAGE 475, DEED RECORDS OF BRAZOS COUNTY, TEXAS. s.959ARNET LEAACT LAS PALOMAS SUBDIVISION I 1 I LAS PALOMAS SUBDIVISION / CRAWFORD N, BRAZOS LEAGUE, , T 7367/53 I 1 v "d 5. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE 18. EASEMENT EXECUTED BY DAVID S. BORSAK TO WELLBORN COLLEGE STATION, BRAz05 COUNTY, TEXAS I I W, 7367/53 / WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WIU_ BE SPECIAL UTILITY DISTRICT, DATED FEBRUARY 12, 1999, I I ZONED R I l i , ZONED R / DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION RECORDED IN VOLUME 3645, PAGE 296, OFFICIAL RECORDS OF METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN I ( � D tD I SPECIFICATIONS AND STANDARDS. THESE WATERLINES WILL THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT I I I m �� I I BRAZOS COUNTY, TEXAS. BEING THE REMAINDER OF A CALLED 39.873 ACRE TRACT AS DESCRIBED BY A DEED TO MJBS HOLLEMAN LTD. rn I I I ( / PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. Z 19. TEMPORARY BLANKET UTILITY EASEMENT EXECUTED BY MJBS REED IN VOLUME 10052, PAGE 256 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. - -� � � / HOLLEMAN, LTD. TO CITY OF COLLEGE STATION, TEXAS, DATED /I 6. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE OCTOBER 26, 2011, RECORDED IN VOLUME 10420, PAGE 246, SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: o PROVIDED PER CITY STANDARDS. OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS. BEGINNING AT A '% INCH IRON ROD FOUND IN OCTOBER 2011 ON THE SOUTHWEST LINE OF HOLLEMAN DRIVE \ J (FORMERLY KNOWN AS JONES -BUTLER ROAD) MARKING THE EAST CORNER OF SAID 39:873 ACRE TRACT AND THE NORTH CORNER OF LAS PALOMAS SUBDIVISION ACCORDING TO THE PLAT RECORDED IN VOLUME 7367, PAGE 53 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; Paloma Ridge Drive THENCE: S 420 51142" W ALONG THE COMMON LINE OF SAID 39.873 ACRE TRACT AND LAS PALOMAS SUBDIVISION FOR I A DISTANCE OF 567.54 FEET TO THE SOUTHWEST LINE OF LOS PORTALES DRIVE (50' R.O.W.) AND THE EAST CORNER OF 50' ROW - 27' B -B PAVEMENT WIDTH COMMON AREA #4, UNIVERSrrY HEIGHTS, PHASE 1, ACCORDING TO THE PLAT RECORDED IN VOLUME 10517, PAGE 276 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A '/2 INCH IRON ROD FOUND IN OCTOBER 2011 MARKING THE COMMON CORNER OF SAID COMMON AREA #4 AND LAS PALOMAS SUBDIVISION BEARS: S 420 51'42" W FOR A DISTANCE OF 662.47 FEET; THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 39.873 ACRE TRACT AND SAID COMMON AREA FOR THE / / \ FOLLOWING CALLS: CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF THE SURVEYOR N 470 0712911 W FOR A DISTANCE OF 165.55 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 175.00 FEET; STATE OF TEXAS STATE OF TEXAS COUNTY OF BRAZOS COUNTY OF BRAZOS / \ ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF Ol° 22' 35" FOR AN ARC DISTANCE OF 4.20 FEET (CHORD BEARS: N46°26'11"W-4.20 FEET) TO THE END OF SAID CURVE; I, Kenny Melesky, President of KGM RENTAL, LLC, owner and developer of the 1, Brad Kerr, Registered Professional Land Surveyor 9 y No. 02, in the State of / j \ 8.959 acre tract shown on this plat, and designated herein as University Texas, hereby certify that this plat is true and corse and was prepared S 42° 25' 43" W FOR A DISTANCE OF 667.41 FEET TO THE NORTHEAST LINE OF A CALLED 208 .523 ACRE TRACT AS Heights, Phase 4, Subdivision to the Cit of College p p BLOCK 10 DESCRIBED BY A DEED TO INDIVISA CORPORATION RECORDED IN VOLUME 3812, PAGE 320 OF THE OFFICIAL Y ge Station, Texas, and whose from an actual survey of the property and that erty markers and Kenyon Drive PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND THE WEST CORNER OF SAID COMMON AREA; name Is subscribed hereto, hereby dedicate to the use of the public forever monuments were placed under my supervision a ground. / / y \ 50' ROW - 27' 8-B all streets, alleys, parks, greenways, infrastructure, easements and public ____ PAVEMENT WIDTH THENCE: N 481 49' 10" W ALONG THE COMMON LINE OF SAID REMAINDER OF 39.873 ACRE TRACT AND SAID 208.523 places thereon shown for the purpose and consideration therein expressed. All �A \ ACRE TRACT FOR A DISTANCE OF 174.72 FEET TO THE SOUTH CORNER OF UNIVERSITY HEIGHTS, PHASE 3, ACCORDING such dedications shall be in fee simple unless expressly provided otherwise. p� v R. L.S..No. 4502 04 TO THE PLAT RECORDED IN VOLUME 11873, PAGE 235 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; OF T� / \ ST E �y <_ -• THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 39.873 ACRE TRACT AND SAID PHASE 3 AND ALONG THE KGM REN ALS ��e q��' p ` a; 24.74' p � Public Alley �� _ \ SOUTHEAST LINE OF AN EXISTING PUBLIC ALLEY AND KENYON DRIVE (50' RO.W.) FOR THE FOLLOWING CALLS; ems®oa°e°aoauaca°,a°weva, By oe°ameBRA d us cs°Sona°' 24' ROW 2o' PAVEMENT WIDTH J N 360 16'54" E FOR A DISTANCE OF 144.28 FEET; 3.80' Ke ny Melesky, Presid nt a� asXi2 1 a y' ° `' 'S / N42' 25' 22"E 56_58' - N 100 39'25" W FOR A DISTANCE OF 18.79 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF �i j bQ S o� a y��' 15.00 FEET; SU ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 650 02' 35" FOR AN ARC DISTANCE OF 17.03 FEET (.CHORD / , L20 BEARS: N 21° 51'53" E - 16.13 FEET) TO THE END OF SAID CURVE AND THE BEGINNING OF A COUNTERCLOCKWISE ' �4'E 3.96'-/PUE VARIES DTT CURVE HAVING A RADIUS OF 50:00 FEET; STATE OF TEXAS CERTIFICATE OF THE COUNTY CLERK ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 330 00' 10" FOR AN ARC DISTANCE OF 28.80 FEET (CHORD COUNTY OF BRAZOS BEARS: N 37° 53' 05" E - 28.40 FEET) TO THE END OF SAID CURVE AND THE BEGINNING OF A CLOCKWISE CURVE Before me, the undersigned authorit on this da STATE OF TEXAS I HAVING A RADIUS OF 25.00 FEET; 9 y, y personally appeared Kenny COUNTY OF BRAZOS _ Melesky, known to me to be the person whose name is subscribed to the - ALONG SAID CURVE THROUGH A CEN'T'RAL ANGLE OF 210 02' 22" FOR AN ARC DISTANCE OF 9.18 FEET (CHORD foregoing instrument, and acknowledged to me that he executed the same for I, Count Clerk in and for - y said county, do BEARS: N31'54'11" E -9.13 FEET) TO THE END OF SAID CURVE; the purpose and consideration therein stated. 3 hereby certify that this plat together with its certificat s of authentication I 15' PUE N 420 25'22" E FOR A DISTANCE OF 529.65 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF Give•�, under my hand and seal on this 1 `k da. of �� was sled for record in my office the day of 04e�rM6,ar . I 2 25.00 FEET; 201-r y 20 in the Deed Records of Brazos County, Texas, in Volume (�t3'tt� ' c1 N Z, ' Page �S� J o ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1120 10' 23" FOR AN ARC DISTANCE OF 48.94 FEET (CHORD BLOCK 11 / BEARS: S 81129'26" E -41.49 FEET) TO TIRE END OF SAID CURVE; WITNESS my hand and Official Seal, at my office in Bryan, Texas. PUE WIDTH I VARIES o a - N 640 35'45" E ACROSS THE RIGHT-OF-WAY OF LOS PORTALES DRIVE (50' RO.W.) FOR A DISTANCE OF 50.00 FEET TO ( C \ L22 A• / THE NORTHEAST LINE OF LOS PORTALES DRIVE MARKING THE BEGINNING OF A COUNTERCLOCKWISE CURVE D HAVING A RADIUS OF 175.00 FEET; N tory P blie, Brazos County, Texas ALONG THE NORTHEAST LINE OF LOS PORTALES DRIVE AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE •���"v ""''�. RICtory blit, tate TeXG County Clerk =e'`�p ��� :Notary Public, State of Texas Brazos County, Texas � LOT 1 Z OF 110 17145" FOR AN ARC DISTANCE OF 34.50 FEET (CHORD BEARS: N 310 03'08" W - 34.45 FEET) TO THE END OF SAID +„ ; +� Comm. Expires 03-29-2020' ��� U.609 ACRES � CURVE AND THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; y'F of NatXary ID 1-2,8935,919 BLOCK 11 a 'neon$ ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 790 0T 23" FOR AN ARC DISTANCE OF 34.52 FEET (CHORD BEARS. N 02151'41" E - 31.85 FEET) TO THE END OF SAID CURVE ON THE SOUTHEAST LINE OF KENYON DRIVE; CERTIFICATE OF CITY ENGINEER N 420 2512211 E FOR A DISTANCE OF 474.28 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF n- - //��� 175.00 FEET; I, �aroI I-- - t W�CCt.�f' City Engineer of the City of College Station, CERTIFICATION OF PLANNING AND ZONING COMMISSION Texas, hereby certify that this Subdivision Plat conforms to the requirements �j ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 25° 30' 13" FOR AN ARC DISTANCE OF 77.90 FEET (CHORD of the Subdivision Regulations of th city of College Station, Texas. I, - `'�`n e Chairman of the Planning and Zoning BEARS: N 55° 10'29" E - 77.25 FEET) TO THE END OF SAID CURVE; Commission of the City of College Station, hereby ce , ify that the attached plat was dul[.aReroved by the Commis ion on the 1W day of C N 670 E 35" E FOR A DISTANCE IB 22.12 FEET TO THE SOUTHWEST LINE OF HOLLEMAN DRIVE AND THE NORTH 41IPr F�P+rl 20 CORNER OF THIS HEREIN DESCRIBED TRACT; City Engineer \ THENCE; S 22° 04'25" E ALONG THE SOUTHWEST LINE OF HOLLEMAN DRIVE FOR A DLSTANCE OF 401.42 FEET TO THE \1 / POINT OF BEGINNING CONTAINING 8:959 ACRES OF LAND, MORE OR LESS, AS SURVEYED ON THE GROUND OCTOBER 2011. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. Chaff man INSET "A"1 11=2011 7. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED LINE TABLE LINE # LENGTH DIRECTION L1 18.79' N10' 39' 25"W L2 50.00' N64' 35' 45'E L3 2212' N67' 55' 35'E L4 1.30' S6T 55' 35'W L5 42.84' S2' 34' 38'E L6 18.10' S11- 53' 43-E L7 71.55' S11' 53' 43"E L8 30.56' N47' 34' 38'W L9 30.16' N47' 34' 38'W L10 71.55' N11' 53' 43'W L11 54.68' S11' L24 17.10' S47 �34V;31 ' NOTES: 15. THE PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY S4 51' 42'IN -567.54' 1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH THE LOT OWNERS OR THE HOA, HOMEOWNERS ASSOCIATION. AS ESTABLISHED FROM G.P.S. OBSERVATION. LANDSCAPE, FENCES, STRUCTURES, GRADING ETC. CANNOT _ IMPEDE THE FLOW OF THE PRIVATE DRAINAGE EASEMENT. 3. IRON RODS WILL BE SET AT ALL ANGLE POINTS AND. LOT LIM NOT O8' 3 °'W ^' 2� .22' 20' PUE - CORNERS, UNLESS STATED OTHERWISE. 16. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND l MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA). 7367/53 1 1 i 4 FLOODPLAIN NO N ACCORDING OF THIS �TOTTHE F.le E M.A. FLOOD INSURANCE 17. BLANKET EASEMENT EXECUTED BY F.N. GERMAN TO CITY OF METES AND BOUNDS DESCRIPTION x I I I I 1 I RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, BRYAN, DATED JANUARY 12, 1950, RECORDED IN VOLUME 141, OFA N v; (( MAP NO. 48041 CO305F, EFFECTIVE DATE: JULY 31, 2012. PAGE 475, DEED RECORDS OF BRAZOS COUNTY, TEXAS. s.959ARNET LEAACT LAS PALOMAS SUBDIVISION I 1 I LAS PALOMAS SUBDIVISION / CRAWFORD N, BRAZOS LEAGUE, , T 7367/53 I 1 v "d 5. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE 18. EASEMENT EXECUTED BY DAVID S. BORSAK TO WELLBORN COLLEGE STATION, BRAz05 COUNTY, TEXAS I I W, 7367/53 / WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WIU_ BE SPECIAL UTILITY DISTRICT, DATED FEBRUARY 12, 1999, I I ZONED R I l i , ZONED R / DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION RECORDED IN VOLUME 3645, PAGE 296, OFFICIAL RECORDS OF METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN I ( � D tD I SPECIFICATIONS AND STANDARDS. THESE WATERLINES WILL THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT I I I m �� I I BRAZOS COUNTY, TEXAS. BEING THE REMAINDER OF A CALLED 39.873 ACRE TRACT AS DESCRIBED BY A DEED TO MJBS HOLLEMAN LTD. rn I I I ( / PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. Z 19. TEMPORARY BLANKET UTILITY EASEMENT EXECUTED BY MJBS REED IN VOLUME 10052, PAGE 256 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. - -� � � / HOLLEMAN, LTD. TO CITY OF COLLEGE STATION, TEXAS, DATED /I 6. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE OCTOBER 26, 2011, RECORDED IN VOLUME 10420, PAGE 246, SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: o PROVIDED PER CITY STANDARDS. OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS. BEGINNING AT A '% INCH IRON ROD FOUND IN OCTOBER 2011 ON THE SOUTHWEST LINE OF HOLLEMAN DRIVE \ J (FORMERLY KNOWN AS JONES -BUTLER ROAD) MARKING THE EAST CORNER OF SAID 39:873 ACRE TRACT AND THE NORTH CORNER OF LAS PALOMAS SUBDIVISION ACCORDING TO THE PLAT RECORDED IN VOLUME 7367, PAGE 53 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; Paloma Ridge Drive THENCE: S 420 51142" W ALONG THE COMMON LINE OF SAID 39.873 ACRE TRACT AND LAS PALOMAS SUBDIVISION FOR I A DISTANCE OF 567.54 FEET TO THE SOUTHWEST LINE OF LOS PORTALES DRIVE (50' R.O.W.) AND THE EAST CORNER OF 50' ROW - 27' B -B PAVEMENT WIDTH COMMON AREA #4, UNIVERSrrY HEIGHTS, PHASE 1, ACCORDING TO THE PLAT RECORDED IN VOLUME 10517, PAGE 276 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A '/2 INCH IRON ROD FOUND IN OCTOBER 2011 MARKING THE COMMON CORNER OF SAID COMMON AREA #4 AND LAS PALOMAS SUBDIVISION BEARS: S 420 51'42" W FOR A DISTANCE OF 662.47 FEET; THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 39.873 ACRE TRACT AND SAID COMMON AREA FOR THE / / \ FOLLOWING CALLS: CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF THE SURVEYOR N 470 0712911 W FOR A DISTANCE OF 165.55 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 175.00 FEET; STATE OF TEXAS STATE OF TEXAS COUNTY OF BRAZOS COUNTY OF BRAZOS / \ ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF Ol° 22' 35" FOR AN ARC DISTANCE OF 4.20 FEET (CHORD BEARS: N46°26'11"W-4.20 FEET) TO THE END OF SAID CURVE; I, Kenny Melesky, President of KGM RENTAL, LLC, owner and developer of the 1, Brad Kerr, Registered Professional Land Surveyor 9 y No. 02, in the State of / j \ 8.959 acre tract shown on this plat, and designated herein as University Texas, hereby certify that this plat is true and corse and was prepared S 42° 25' 43" W FOR A DISTANCE OF 667.41 FEET TO THE NORTHEAST LINE OF A CALLED 208 .523 ACRE TRACT AS Heights, Phase 4, Subdivision to the Cit of College p p BLOCK 10 DESCRIBED BY A DEED TO INDIVISA CORPORATION RECORDED IN VOLUME 3812, PAGE 320 OF THE OFFICIAL Y ge Station, Texas, and whose from an actual survey of the property and that erty markers and Kenyon Drive PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND THE WEST CORNER OF SAID COMMON AREA; name Is subscribed hereto, hereby dedicate to the use of the public forever monuments were placed under my supervision a ground. / / y \ 50' ROW - 27' 8-B all streets, alleys, parks, greenways, infrastructure, easements and public ____ PAVEMENT WIDTH THENCE: N 481 49' 10" W ALONG THE COMMON LINE OF SAID REMAINDER OF 39.873 ACRE TRACT AND SAID 208.523 places thereon shown for the purpose and consideration therein expressed. All �A \ ACRE TRACT FOR A DISTANCE OF 174.72 FEET TO THE SOUTH CORNER OF UNIVERSITY HEIGHTS, PHASE 3, ACCORDING such dedications shall be in fee simple unless expressly provided otherwise. p� v R. L.S..No. 4502 04 TO THE PLAT RECORDED IN VOLUME 11873, PAGE 235 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; OF T� / \ ST E �y <_ -• THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 39.873 ACRE TRACT AND SAID PHASE 3 AND ALONG THE KGM REN ALS ��e q��' p ` a; 24.74' p � Public Alley �� _ \ SOUTHEAST LINE OF AN EXISTING PUBLIC ALLEY AND KENYON DRIVE (50' RO.W.) FOR THE FOLLOWING CALLS; ems®oa°e°aoauaca°,a°weva, By oe°ameBRA d us cs°Sona°' 24' ROW 2o' PAVEMENT WIDTH J N 360 16'54" E FOR A DISTANCE OF 144.28 FEET; 3.80' Ke ny Melesky, Presid nt a� asXi2 1 a y' ° `' 'S / N42' 25' 22"E 56_58' - N 100 39'25" W FOR A DISTANCE OF 18.79 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF �i j bQ S o� a y��' 15.00 FEET; SU ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 650 02' 35" FOR AN ARC DISTANCE OF 17.03 FEET (.CHORD / , L20 BEARS: N 21° 51'53" E - 16.13 FEET) TO THE END OF SAID CURVE AND THE BEGINNING OF A COUNTERCLOCKWISE ' �4'E 3.96'-/PUE VARIES DTT CURVE HAVING A RADIUS OF 50:00 FEET; STATE OF TEXAS CERTIFICATE OF THE COUNTY CLERK ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 330 00' 10" FOR AN ARC DISTANCE OF 28.80 FEET (CHORD COUNTY OF BRAZOS BEARS: N 37° 53' 05" E - 28.40 FEET) TO THE END OF SAID CURVE AND THE BEGINNING OF A CLOCKWISE CURVE Before me, the undersigned authorit on this da STATE OF TEXAS I HAVING A RADIUS OF 25.00 FEET; 9 y, y personally appeared Kenny COUNTY OF BRAZOS _ Melesky, known to me to be the person whose name is subscribed to the - ALONG SAID CURVE THROUGH A CEN'T'RAL ANGLE OF 210 02' 22" FOR AN ARC DISTANCE OF 9.18 FEET (CHORD foregoing instrument, and acknowledged to me that he executed the same for I, Count Clerk in and for - y said county, do BEARS: N31'54'11" E -9.13 FEET) TO THE END OF SAID CURVE; the purpose and consideration therein stated. 3 hereby certify that this plat together with its certificat s of authentication I 15' PUE N 420 25'22" E FOR A DISTANCE OF 529.65 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF Give•�, under my hand and seal on this 1 `k da. of �� was sled for record in my office the day of 04e�rM6,ar . I 2 25.00 FEET; 201-r y 20 in the Deed Records of Brazos County, Texas, in Volume (�t3'tt� ' c1 N Z, ' Page �S� J o ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1120 10' 23" FOR AN ARC DISTANCE OF 48.94 FEET (CHORD BLOCK 11 / BEARS: S 81129'26" E -41.49 FEET) TO TIRE END OF SAID CURVE; WITNESS my hand and Official Seal, at my office in Bryan, Texas. PUE WIDTH I VARIES o a - N 640 35'45" E ACROSS THE RIGHT-OF-WAY OF LOS PORTALES DRIVE (50' RO.W.) FOR A DISTANCE OF 50.00 FEET TO ( C \ L22 A• / THE NORTHEAST LINE OF LOS PORTALES DRIVE MARKING THE BEGINNING OF A COUNTERCLOCKWISE CURVE D HAVING A RADIUS OF 175.00 FEET; N tory P blie, Brazos County, Texas ALONG THE NORTHEAST LINE OF LOS PORTALES DRIVE AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE •���"v ""''�. RICtory blit, tate TeXG County Clerk =e'`�p ��� :Notary Public, State of Texas Brazos County, Texas � LOT 1 Z OF 110 17145" FOR AN ARC DISTANCE OF 34.50 FEET (CHORD BEARS: N 310 03'08" W - 34.45 FEET) TO THE END OF SAID +„ ; +� Comm. Expires 03-29-2020' ��� U.609 ACRES � CURVE AND THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; y'F of NatXary ID 1-2,8935,919 BLOCK 11 a 'neon$ ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 790 0T 23" FOR AN ARC DISTANCE OF 34.52 FEET (CHORD BEARS. N 02151'41" E - 31.85 FEET) TO THE END OF SAID CURVE ON THE SOUTHEAST LINE OF KENYON DRIVE; CERTIFICATE OF CITY ENGINEER N 420 2512211 E FOR A DISTANCE OF 474.28 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF n- - //��� 175.00 FEET; I, �aroI I-- - t W�CCt.�f' City Engineer of the City of College Station, CERTIFICATION OF PLANNING AND ZONING COMMISSION Texas, hereby certify that this Subdivision Plat conforms to the requirements �j ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 25° 30' 13" FOR AN ARC DISTANCE OF 77.90 FEET (CHORD of the Subdivision Regulations of th city of College Station, Texas. I, - `'�`n e Chairman of the Planning and Zoning BEARS: N 55° 10'29" E - 77.25 FEET) TO THE END OF SAID CURVE; Commission of the City of College Station, hereby ce , ify that the attached plat was dul[.aReroved by the Commis ion on the 1W day of C N 670 E 35" E FOR A DISTANCE IB 22.12 FEET TO THE SOUTHWEST LINE OF HOLLEMAN DRIVE AND THE NORTH 41IPr F�P+rl 20 CORNER OF THIS HEREIN DESCRIBED TRACT; City Engineer \ THENCE; S 22° 04'25" E ALONG THE SOUTHWEST LINE OF HOLLEMAN DRIVE FOR A DLSTANCE OF 401.42 FEET TO THE \1 / POINT OF BEGINNING CONTAINING 8:959 ACRES OF LAND, MORE OR LESS, AS SURVEYED ON THE GROUND OCTOBER 2011. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. Chaff man INSET "A"1 11=2011 7. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED UNE TABLE UNE # LENGTH DIRECTION L13 2200' N4T 34' 381W L14 22.00' N4T 3e 38'00 L15 53.77' N4T 34' 38'00 LIS 53.76' N47' 34' 38'W L17 75.73' S47' 34' 38'E L18 35:64' S47' 3e 38*E 1-19 65.18' N4T 34' 38"W L20 9.56' N42' 25' 22"E L21 12.42' N2' 34 387W L22 ,9.36• S4V 25' 22'W L23 23 69' N4T 34' 3800 L24 17.10' N4T 34' 38'W ' NOTES: 15. THE PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY S4 51' 42'IN -567.54' 1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH THE LOT OWNERS OR THE HOA, HOMEOWNERS ASSOCIATION. AS ESTABLISHED FROM G.P.S. OBSERVATION. LANDSCAPE, FENCES, STRUCTURES, GRADING ETC. CANNOT _ IMPEDE THE FLOW OF THE PRIVATE DRAINAGE EASEMENT. 3. IRON RODS WILL BE SET AT ALL ANGLE POINTS AND. LOT LIM NOT O8' 3 °'W ^' 2� .22' 20' PUE - CORNERS, UNLESS STATED OTHERWISE. 16. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND l MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA). 7367/53 1 1 i 4 FLOODPLAIN NO N ACCORDING OF THIS �TOTTHE F.le E M.A. FLOOD INSURANCE 17. BLANKET EASEMENT EXECUTED BY F.N. GERMAN TO CITY OF METES AND BOUNDS DESCRIPTION x I I I I 1 I RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, BRYAN, DATED JANUARY 12, 1950, RECORDED IN VOLUME 141, OFA N v; (( MAP NO. 48041 CO305F, EFFECTIVE DATE: JULY 31, 2012. PAGE 475, DEED RECORDS OF BRAZOS COUNTY, TEXAS. s.959ARNET LEAACT LAS PALOMAS SUBDIVISION I 1 I LAS PALOMAS SUBDIVISION / CRAWFORD N, BRAZOS LEAGUE, , T 7367/53 I 1 v "d 5. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE 18. EASEMENT EXECUTED BY DAVID S. BORSAK TO WELLBORN COLLEGE STATION, BRAz05 COUNTY, TEXAS I I W, 7367/53 / WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WIU_ BE SPECIAL UTILITY DISTRICT, DATED FEBRUARY 12, 1999, I I ZONED R I l i , ZONED R / DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION RECORDED IN VOLUME 3645, PAGE 296, OFFICIAL RECORDS OF METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN I ( � D tD I SPECIFICATIONS AND STANDARDS. THESE WATERLINES WILL THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT I I I m �� I I BRAZOS COUNTY, TEXAS. BEING THE REMAINDER OF A CALLED 39.873 ACRE TRACT AS DESCRIBED BY A DEED TO MJBS HOLLEMAN LTD. rn I I I ( / PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. Z 19. TEMPORARY BLANKET UTILITY EASEMENT EXECUTED BY MJBS REED IN VOLUME 10052, PAGE 256 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. - -� � � / HOLLEMAN, LTD. TO CITY OF COLLEGE STATION, TEXAS, DATED /I 6. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE OCTOBER 26, 2011, RECORDED IN VOLUME 10420, PAGE 246, SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: o PROVIDED PER CITY STANDARDS. OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS. BEGINNING AT A '% INCH IRON ROD FOUND IN OCTOBER 2011 ON THE SOUTHWEST LINE OF HOLLEMAN DRIVE \ J (FORMERLY KNOWN AS JONES -BUTLER ROAD) MARKING THE EAST CORNER OF SAID 39:873 ACRE TRACT AND THE NORTH CORNER OF LAS PALOMAS SUBDIVISION ACCORDING TO THE PLAT RECORDED IN VOLUME 7367, PAGE 53 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; Paloma Ridge Drive THENCE: S 420 51142" W ALONG THE COMMON LINE OF SAID 39.873 ACRE TRACT AND LAS PALOMAS SUBDIVISION FOR I A DISTANCE OF 567.54 FEET TO THE SOUTHWEST LINE OF LOS PORTALES DRIVE (50' R.O.W.) AND THE EAST CORNER OF 50' ROW - 27' B -B PAVEMENT WIDTH COMMON AREA #4, UNIVERSrrY HEIGHTS, PHASE 1, ACCORDING TO THE PLAT RECORDED IN VOLUME 10517, PAGE 276 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A '/2 INCH IRON ROD FOUND IN OCTOBER 2011 MARKING THE COMMON CORNER OF SAID COMMON AREA #4 AND LAS PALOMAS SUBDIVISION BEARS: S 420 51'42" W FOR A DISTANCE OF 662.47 FEET; THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 39.873 ACRE TRACT AND SAID COMMON AREA FOR THE / / \ FOLLOWING CALLS: CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF THE SURVEYOR N 470 0712911 W FOR A DISTANCE OF 165.55 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 175.00 FEET; STATE OF TEXAS STATE OF TEXAS COUNTY OF BRAZOS COUNTY OF BRAZOS / \ ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF Ol° 22' 35" FOR AN ARC DISTANCE OF 4.20 FEET (CHORD BEARS: N46°26'11"W-4.20 FEET) TO THE END OF SAID CURVE; I, Kenny Melesky, President of KGM RENTAL, LLC, owner and developer of the 1, Brad Kerr, Registered Professional Land Surveyor 9 y No. 02, in the State of / j \ 8.959 acre tract shown on this plat, and designated herein as University Texas, hereby certify that this plat is true and corse and was prepared S 42° 25' 43" W FOR A DISTANCE OF 667.41 FEET TO THE NORTHEAST LINE OF A CALLED 208 .523 ACRE TRACT AS Heights, Phase 4, Subdivision to the Cit of College p p BLOCK 10 DESCRIBED BY A DEED TO INDIVISA CORPORATION RECORDED IN VOLUME 3812, PAGE 320 OF THE OFFICIAL Y ge Station, Texas, and whose from an actual survey of the property and that erty markers and Kenyon Drive PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND THE WEST CORNER OF SAID COMMON AREA; name Is subscribed hereto, hereby dedicate to the use of the public forever monuments were placed under my supervision a ground. / / y \ 50' ROW - 27' 8-B all streets, alleys, parks, greenways, infrastructure, easements and public ____ PAVEMENT WIDTH THENCE: N 481 49' 10" W ALONG THE COMMON LINE OF SAID REMAINDER OF 39.873 ACRE TRACT AND SAID 208.523 places thereon shown for the purpose and consideration therein expressed. All �A \ ACRE TRACT FOR A DISTANCE OF 174.72 FEET TO THE SOUTH CORNER OF UNIVERSITY HEIGHTS, PHASE 3, ACCORDING such dedications shall be in fee simple unless expressly provided otherwise. p� v R. L.S..No. 4502 04 TO THE PLAT RECORDED IN VOLUME 11873, PAGE 235 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; OF T� / \ ST E �y <_ -• THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 39.873 ACRE TRACT AND SAID PHASE 3 AND ALONG THE KGM REN ALS ��e q��' p ` a; 24.74' p � Public Alley �� _ \ SOUTHEAST LINE OF AN EXISTING PUBLIC ALLEY AND KENYON DRIVE (50' RO.W.) FOR THE FOLLOWING CALLS; ems®oa°e°aoauaca°,a°weva, By oe°ameBRA d us cs°Sona°' 24' ROW 2o' PAVEMENT WIDTH J N 360 16'54" E FOR A DISTANCE OF 144.28 FEET; 3.80' Ke ny Melesky, Presid nt a� asXi2 1 a y' ° `' 'S / N42' 25' 22"E 56_58' - N 100 39'25" W FOR A DISTANCE OF 18.79 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF �i j bQ S o� a y��' 15.00 FEET; SU ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 650 02' 35" FOR AN ARC DISTANCE OF 17.03 FEET (.CHORD / , L20 BEARS: N 21° 51'53" E - 16.13 FEET) TO THE END OF SAID CURVE AND THE BEGINNING OF A COUNTERCLOCKWISE ' �4'E 3.96'-/PUE VARIES DTT CURVE HAVING A RADIUS OF 50:00 FEET; STATE OF TEXAS CERTIFICATE OF THE COUNTY CLERK ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 330 00' 10" FOR AN ARC DISTANCE OF 28.80 FEET (CHORD COUNTY OF BRAZOS BEARS: N 37° 53' 05" E - 28.40 FEET) TO THE END OF SAID CURVE AND THE BEGINNING OF A CLOCKWISE CURVE Before me, the undersigned authorit on this da STATE OF TEXAS I HAVING A RADIUS OF 25.00 FEET; 9 y, y personally appeared Kenny COUNTY OF BRAZOS _ Melesky, known to me to be the person whose name is subscribed to the - ALONG SAID CURVE THROUGH A CEN'T'RAL ANGLE OF 210 02' 22" FOR AN ARC DISTANCE OF 9.18 FEET (CHORD foregoing instrument, and acknowledged to me that he executed the same for I, Count Clerk in and for - y said county, do BEARS: N31'54'11" E -9.13 FEET) TO THE END OF SAID CURVE; the purpose and consideration therein stated. 3 hereby certify that this plat together with its certificat s of authentication I 15' PUE N 420 25'22" E FOR A DISTANCE OF 529.65 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF Give•�, under my hand and seal on this 1 `k da. of �� was sled for record in my office the day of 04e�rM6,ar . I 2 25.00 FEET; 201-r y 20 in the Deed Records of Brazos County, Texas, in Volume (�t3'tt� ' c1 N Z, ' Page �S� J o ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1120 10' 23" FOR AN ARC DISTANCE OF 48.94 FEET (CHORD BLOCK 11 / BEARS: S 81129'26" E -41.49 FEET) TO TIRE END OF SAID CURVE; WITNESS my hand and Official Seal, at my office in Bryan, Texas. PUE WIDTH I VARIES o a - N 640 35'45" E ACROSS THE RIGHT-OF-WAY OF LOS PORTALES DRIVE (50' RO.W.) FOR A DISTANCE OF 50.00 FEET TO ( C \ L22 A• / THE NORTHEAST LINE OF LOS PORTALES DRIVE MARKING THE BEGINNING OF A COUNTERCLOCKWISE CURVE D HAVING A RADIUS OF 175.00 FEET; N tory P blie, Brazos County, Texas ALONG THE NORTHEAST LINE OF LOS PORTALES DRIVE AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE •���"v ""''�. RICtory blit, tate TeXG County Clerk =e'`�p ��� :Notary Public, State of Texas Brazos County, Texas � LOT 1 Z OF 110 17145" FOR AN ARC DISTANCE OF 34.50 FEET (CHORD BEARS: N 310 03'08" W - 34.45 FEET) TO THE END OF SAID +„ ; +� Comm. Expires 03-29-2020' ��� U.609 ACRES � CURVE AND THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; y'F of NatXary ID 1-2,8935,919 BLOCK 11 a 'neon$ ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 790 0T 23" FOR AN ARC DISTANCE OF 34.52 FEET (CHORD BEARS. N 02151'41" E - 31.85 FEET) TO THE END OF SAID CURVE ON THE SOUTHEAST LINE OF KENYON DRIVE; CERTIFICATE OF CITY ENGINEER N 420 2512211 E FOR A DISTANCE OF 474.28 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF n- - //��� 175.00 FEET; I, �aroI I-- - t W�CCt.�f' City Engineer of the City of College Station, CERTIFICATION OF PLANNING AND ZONING COMMISSION Texas, hereby certify that this Subdivision Plat conforms to the requirements �j ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 25° 30' 13" FOR AN ARC DISTANCE OF 77.90 FEET (CHORD of the Subdivision Regulations of th city of College Station, Texas. I, - `'�`n e Chairman of the Planning and Zoning BEARS: N 55° 10'29" E - 77.25 FEET) TO THE END OF SAID CURVE; Commission of the City of College Station, hereby ce , ify that the attached plat was dul[.aReroved by the Commis ion on the 1W day of C N 670 E 35" E FOR A DISTANCE IB 22.12 FEET TO THE SOUTHWEST LINE OF HOLLEMAN DRIVE AND THE NORTH 41IPr F�P+rl 20 CORNER OF THIS HEREIN DESCRIBED TRACT; City Engineer \ THENCE; S 22° 04'25" E ALONG THE SOUTHWEST LINE OF HOLLEMAN DRIVE FOR A DLSTANCE OF 401.42 FEET TO THE \1 / POINT OF BEGINNING CONTAINING 8:959 ACRES OF LAND, MORE OR LESS, AS SURVEYED ON THE GROUND OCTOBER 2011. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. Chaff man INSET "A"1 11=2011 7. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED 20. THE SINGLE FAMILY PARKING REQUIREMENTS OPTION SELECTED BY BRYAN TEXAS UTILITIES (BTU). ADDITIONAL EASEMENTS WILL Curve Table BE PROVIDED AS REQUIRED BY M. ALSO, PARKING HAS BEEN REMOVED FROM ONE SIDE OF THE CURVE III LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 420' 175.00' 001'22'35' 210' 4.20' N4626'1 1'W C2 17.03' 15.00' 085'02'35' 9.56' 16.13' N21'51'53E C3 28.80' 50.00' 033'OO'10' 14.81 28.40' N3753'05E C4 9.18' 25.00' 021'0222' 4.64' 9.13' N31'54'11'E C5 48.94' 25.00' 11710'23' 37.18 '41.49' S81'29'26E C6 34.50' 175.00' 011'17'45' 17.31 34.45' N31 -03'08V C7 34.52' 25.,00' O7TO7'23' 20.65 31.85' NOZ51'41'E C8 77.90' 175.00' 02530'13' 39:60 77.25' N55'10'29°E C9 44.41' 175.00' 014'3224' 22.32 44.29' S38'28'41'E 010 46.41' 25.00' 10622'08' 33.40 '40.03' S84'23'34E C11 76.97' 4940' O90'00.00' 49:00' 69.30' N87 -25'22"E C12 41.95' 25.00' 09508'28' 27.83' 137.20' NW21*OWE C13 16.11' 25.00' 03055'13' 8.35' ' 15.83' N2TO7'01'W C14 39.27' 25.00' 090'oo00' 25.00' 35.36' SST2W22'W C15 23.70' 25.00' 05419'05' 12.83 2282' S15'15'50'W C16 29.47' 125.00' 013'30'32' 14:80 129.40' S18'38'59'E C17 41.26' 175.00' 013'30'32' 20.73 41.16' N18'38'59'W 078 76.86' 125.00' 03513'46' 39:69 75.65' Norw3r"W C19 67.64' 110.00' O35'13'46' 34.93- 66.58' S2T30'36'E C20 43.69' 190.00' 013'10'25' 21.94 43.59' S18'28'55'E C21 71.22' 160:00' 02530'13' 36.21 70.63' S551O'29'W C22 57.24' 198.46' 01631'30' 28.82 57.04' N4132'02'W C23 69.29' 138.41' 028'40'53' 35.39 68.57' N1T54'56'W C24 89.81' 169.50' 030'21'29' 45:98 88.76' N11'4V50'E C25 76.73' 149.50' 029'24'24' 39.23' 75:89' N11'28'OrE C26 59.40' 118.41' 028'44'34' 30.34 58.78' N1T4VOO'W C27 51.67' 178.46' 016-35'18' 2642 51.49' N41'3724`W C28 39.75' 25.00' 091'05'57' 25.48' 35.69' S6T37.23-E ' NOTES: 15. THE PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY S4 51' 42'IN -567.54' 1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH THE LOT OWNERS OR THE HOA, HOMEOWNERS ASSOCIATION. AS ESTABLISHED FROM G.P.S. OBSERVATION. LANDSCAPE, FENCES, STRUCTURES, GRADING ETC. CANNOT _ IMPEDE THE FLOW OF THE PRIVATE DRAINAGE EASEMENT. 3. IRON RODS WILL BE SET AT ALL ANGLE POINTS AND. LOT LIM NOT O8' 3 °'W ^' 2� .22' 20' PUE - CORNERS, UNLESS STATED OTHERWISE. 16. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND l MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA). 7367/53 1 1 i 4 FLOODPLAIN NO N ACCORDING OF THIS �TOTTHE F.le E M.A. FLOOD INSURANCE 17. BLANKET EASEMENT EXECUTED BY F.N. GERMAN TO CITY OF METES AND BOUNDS DESCRIPTION x I I I I 1 I RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, BRYAN, DATED JANUARY 12, 1950, RECORDED IN VOLUME 141, OFA N v; (( MAP NO. 48041 CO305F, EFFECTIVE DATE: JULY 31, 2012. PAGE 475, DEED RECORDS OF BRAZOS COUNTY, TEXAS. s.959ARNET LEAACT LAS PALOMAS SUBDIVISION I 1 I LAS PALOMAS SUBDIVISION / CRAWFORD N, BRAZOS LEAGUE, , T 7367/53 I 1 v "d 5. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE 18. EASEMENT EXECUTED BY DAVID S. BORSAK TO WELLBORN COLLEGE STATION, BRAz05 COUNTY, TEXAS I I W, 7367/53 / WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WIU_ BE SPECIAL UTILITY DISTRICT, DATED FEBRUARY 12, 1999, I I ZONED R I l i , ZONED R / DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION RECORDED IN VOLUME 3645, PAGE 296, OFFICIAL RECORDS OF METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN I ( � D tD I SPECIFICATIONS AND STANDARDS. THESE WATERLINES WILL THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT I I I m �� I I BRAZOS COUNTY, TEXAS. BEING THE REMAINDER OF A CALLED 39.873 ACRE TRACT AS DESCRIBED BY A DEED TO MJBS HOLLEMAN LTD. rn I I I ( / PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. Z 19. TEMPORARY BLANKET UTILITY EASEMENT EXECUTED BY MJBS REED IN VOLUME 10052, PAGE 256 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. - -� � � / HOLLEMAN, LTD. TO CITY OF COLLEGE STATION, TEXAS, DATED /I 6. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE OCTOBER 26, 2011, RECORDED IN VOLUME 10420, PAGE 246, SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: o PROVIDED PER CITY STANDARDS. OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS. BEGINNING AT A '% INCH IRON ROD FOUND IN OCTOBER 2011 ON THE SOUTHWEST LINE OF HOLLEMAN DRIVE \ J (FORMERLY KNOWN AS JONES -BUTLER ROAD) MARKING THE EAST CORNER OF SAID 39:873 ACRE TRACT AND THE NORTH CORNER OF LAS PALOMAS SUBDIVISION ACCORDING TO THE PLAT RECORDED IN VOLUME 7367, PAGE 53 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; Paloma Ridge Drive THENCE: S 420 51142" W ALONG THE COMMON LINE OF SAID 39.873 ACRE TRACT AND LAS PALOMAS SUBDIVISION FOR I A DISTANCE OF 567.54 FEET TO THE SOUTHWEST LINE OF LOS PORTALES DRIVE (50' R.O.W.) AND THE EAST CORNER OF 50' ROW - 27' B -B PAVEMENT WIDTH COMMON AREA #4, UNIVERSrrY HEIGHTS, PHASE 1, ACCORDING TO THE PLAT RECORDED IN VOLUME 10517, PAGE 276 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A '/2 INCH IRON ROD FOUND IN OCTOBER 2011 MARKING THE COMMON CORNER OF SAID COMMON AREA #4 AND LAS PALOMAS SUBDIVISION BEARS: S 420 51'42" W FOR A DISTANCE OF 662.47 FEET; THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 39.873 ACRE TRACT AND SAID COMMON AREA FOR THE / / \ FOLLOWING CALLS: CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF THE SURVEYOR N 470 0712911 W FOR A DISTANCE OF 165.55 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 175.00 FEET; STATE OF TEXAS STATE OF TEXAS COUNTY OF BRAZOS COUNTY OF BRAZOS / \ ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF Ol° 22' 35" FOR AN ARC DISTANCE OF 4.20 FEET (CHORD BEARS: N46°26'11"W-4.20 FEET) TO THE END OF SAID CURVE; I, Kenny Melesky, President of KGM RENTAL, LLC, owner and developer of the 1, Brad Kerr, Registered Professional Land Surveyor 9 y No. 02, in the State of / j \ 8.959 acre tract shown on this plat, and designated herein as University Texas, hereby certify that this plat is true and corse and was prepared S 42° 25' 43" W FOR A DISTANCE OF 667.41 FEET TO THE NORTHEAST LINE OF A CALLED 208 .523 ACRE TRACT AS Heights, Phase 4, Subdivision to the Cit of College p p BLOCK 10 DESCRIBED BY A DEED TO INDIVISA CORPORATION RECORDED IN VOLUME 3812, PAGE 320 OF THE OFFICIAL Y ge Station, Texas, and whose from an actual survey of the property and that erty markers and Kenyon Drive PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND THE WEST CORNER OF SAID COMMON AREA; name Is subscribed hereto, hereby dedicate to the use of the public forever monuments were placed under my supervision a ground. / / y \ 50' ROW - 27' 8-B all streets, alleys, parks, greenways, infrastructure, easements and public ____ PAVEMENT WIDTH THENCE: N 481 49' 10" W ALONG THE COMMON LINE OF SAID REMAINDER OF 39.873 ACRE TRACT AND SAID 208.523 places thereon shown for the purpose and consideration therein expressed. All �A \ ACRE TRACT FOR A DISTANCE OF 174.72 FEET TO THE SOUTH CORNER OF UNIVERSITY HEIGHTS, PHASE 3, ACCORDING such dedications shall be in fee simple unless expressly provided otherwise. p� v R. L.S..No. 4502 04 TO THE PLAT RECORDED IN VOLUME 11873, PAGE 235 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; OF T� / \ ST E �y <_ -• THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 39.873 ACRE TRACT AND SAID PHASE 3 AND ALONG THE KGM REN ALS ��e q��' p ` a; 24.74' p � Public Alley �� _ \ SOUTHEAST LINE OF AN EXISTING PUBLIC ALLEY AND KENYON DRIVE (50' RO.W.) FOR THE FOLLOWING CALLS; ems®oa°e°aoauaca°,a°weva, By oe°ameBRA d us cs°Sona°' 24' ROW 2o' PAVEMENT WIDTH J N 360 16'54" E FOR A DISTANCE OF 144.28 FEET; 3.80' Ke ny Melesky, Presid nt a� asXi2 1 a y' ° `' 'S / N42' 25' 22"E 56_58' - N 100 39'25" W FOR A DISTANCE OF 18.79 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF �i j bQ S o� a y��' 15.00 FEET; SU ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 650 02' 35" FOR AN ARC DISTANCE OF 17.03 FEET (.CHORD / , L20 BEARS: N 21° 51'53" E - 16.13 FEET) TO THE END OF SAID CURVE AND THE BEGINNING OF A COUNTERCLOCKWISE ' �4'E 3.96'-/PUE VARIES DTT CURVE HAVING A RADIUS OF 50:00 FEET; STATE OF TEXAS CERTIFICATE OF THE COUNTY CLERK ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 330 00' 10" FOR AN ARC DISTANCE OF 28.80 FEET (CHORD COUNTY OF BRAZOS BEARS: N 37° 53' 05" E - 28.40 FEET) TO THE END OF SAID CURVE AND THE BEGINNING OF A CLOCKWISE CURVE Before me, the undersigned authorit on this da STATE OF TEXAS I HAVING A RADIUS OF 25.00 FEET; 9 y, y personally appeared Kenny COUNTY OF BRAZOS _ Melesky, known to me to be the person whose name is subscribed to the - ALONG SAID CURVE THROUGH A CEN'T'RAL ANGLE OF 210 02' 22" FOR AN ARC DISTANCE OF 9.18 FEET (CHORD foregoing instrument, and acknowledged to me that he executed the same for I, Count Clerk in and for - y said county, do BEARS: N31'54'11" E -9.13 FEET) TO THE END OF SAID CURVE; the purpose and consideration therein stated. 3 hereby certify that this plat together with its certificat s of authentication I 15' PUE N 420 25'22" E FOR A DISTANCE OF 529.65 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF Give•�, under my hand and seal on this 1 `k da. of �� was sled for record in my office the day of 04e�rM6,ar . I 2 25.00 FEET; 201-r y 20 in the Deed Records of Brazos County, Texas, in Volume (�t3'tt� ' c1 N Z, ' Page �S� J o ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1120 10' 23" FOR AN ARC DISTANCE OF 48.94 FEET (CHORD BLOCK 11 / BEARS: S 81129'26" E -41.49 FEET) TO TIRE END OF SAID CURVE; WITNESS my hand and Official Seal, at my office in Bryan, Texas. PUE WIDTH I VARIES o a - N 640 35'45" E ACROSS THE RIGHT-OF-WAY OF LOS PORTALES DRIVE (50' RO.W.) FOR A DISTANCE OF 50.00 FEET TO ( C \ L22 A• / THE NORTHEAST LINE OF LOS PORTALES DRIVE MARKING THE BEGINNING OF A COUNTERCLOCKWISE CURVE D HAVING A RADIUS OF 175.00 FEET; N tory P blie, Brazos County, Texas ALONG THE NORTHEAST LINE OF LOS PORTALES DRIVE AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE •���"v ""''�. RICtory blit, tate TeXG County Clerk =e'`�p ��� :Notary Public, State of Texas Brazos County, Texas � LOT 1 Z OF 110 17145" FOR AN ARC DISTANCE OF 34.50 FEET (CHORD BEARS: N 310 03'08" W - 34.45 FEET) TO THE END OF SAID +„ ; +� Comm. Expires 03-29-2020' ��� U.609 ACRES � CURVE AND THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; y'F of NatXary ID 1-2,8935,919 BLOCK 11 a 'neon$ ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 790 0T 23" FOR AN ARC DISTANCE OF 34.52 FEET (CHORD BEARS. N 02151'41" E - 31.85 FEET) TO THE END OF SAID CURVE ON THE SOUTHEAST LINE OF KENYON DRIVE; CERTIFICATE OF CITY ENGINEER N 420 2512211 E FOR A DISTANCE OF 474.28 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF n- - //��� 175.00 FEET; I, �aroI I-- - t W�CCt.�f' City Engineer of the City of College Station, CERTIFICATION OF PLANNING AND ZONING COMMISSION Texas, hereby certify that this Subdivision Plat conforms to the requirements �j ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 25° 30' 13" FOR AN ARC DISTANCE OF 77.90 FEET (CHORD of the Subdivision Regulations of th city of College Station, Texas. I, - `'�`n e Chairman of the Planning and Zoning BEARS: N 55° 10'29" E - 77.25 FEET) TO THE END OF SAID CURVE; Commission of the City of College Station, hereby ce , ify that the attached plat was dul[.aReroved by the Commis ion on the 1W day of C N 670 E 35" E FOR A DISTANCE IB 22.12 FEET TO THE SOUTHWEST LINE OF HOLLEMAN DRIVE AND THE NORTH 41IPr F�P+rl 20 CORNER OF THIS HEREIN DESCRIBED TRACT; City Engineer \ THENCE; S 22° 04'25" E ALONG THE SOUTHWEST LINE OF HOLLEMAN DRIVE FOR A DLSTANCE OF 401.42 FEET TO THE \1 / POINT OF BEGINNING CONTAINING 8:959 ACRES OF LAND, MORE OR LESS, AS SURVEYED ON THE GROUND OCTOBER 2011. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. Chaff man INSET "A"1 11=2011 7. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED 20. THE SINGLE FAMILY PARKING REQUIREMENTS OPTION SELECTED BY BRYAN TEXAS UTILITIES (BTU). ADDITIONAL EASEMENTS WILL FOR PHASE 4 IS "VISITOR ALLEY FED OFF STREET PARKING." BE PROVIDED AS REQUIRED BY M. ALSO, PARKING HAS BEEN REMOVED FROM ONE SIDE OF THE 8. BUILDING SETBACK LINES WILL BE IN ACCORDANCE WITH THE STREETS IN THIS SUBDIVISION. CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 21. LOT 1 BLOCK 11 SHALL HAVE COMPACTION OF RLL OR 9. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR ENGINEERED SLAB FOR LOT AS FILL IS GREATER THAN 2'. RIGHT -OF -WRY LINES ARE CHORD LENGTHS. 22. CONTRACTOR SHALL NOT DISTURB BACK FILL AND BEDDING OF 10. THIS PLAT IS IN THE STEEPLECHASE SANITARY SEWER IMPACT EXISTING SANITARY SEWER UNE. IF SIGNS OF LEAKING IS SEEN, CONTRACTOR MUST CONTACT DEVELOPMENT ENGINEER FOR FEE AREA. FURTHER INSTRUCTIONS. 11. ZONING FOR THIS TRACT IS MULTIFAMILY (R-4). 23. BEARING SYSTEM SHOWN HEREON IS BASED ON TEXAS STATE 12. LOTS 2-17, BLOCK 11 SHALL HAVE DRIVEWAY ACCESS ONLY PLAIN CENTRAL ZONE GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. FROM THE PUBLIC ALLEY 13. ALL PUBLIC DRAINAGE EASEMENTS WILL BE IMPROVED 24. DISTANCES SHOWN HEREON ARE GRID DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN SURFACE DISTANCES MULTIPLY ACCORDING TO THE DRAINAGE POLICY AND DESIGN STANDARDS. BY A COMBINED SCALE FACTOR OF 1:000086582 FOR THIS 14. MAINTENANCE AND OWNERSHIP OF THE COMMON AREAS WILL PLAT. BE BY THE HOME OWNERS'. ASSOCIATION (HOA). THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTION OF UNIVERSITY HEIGHTS PHASE 1, VOLUME 10535, PAGE 195 WILL BE AMENDED TO INCLUDE PHASE 2 AND PHASE 3 BY A "NOTICE OF ADDITION OF LAND". Cloy_ 2-k Vol Pg I_113144L2 OR 14370 150 Filed for Record in: BRAZOS COUNTY On: Nov 20r2017 at 13:24P As a Plats Document Number: 01314462 Amount 73.OfI Receipt Number -- 617473 e9r Nar-i Garcia STATE OF TEXAS COUNTY OF BRAZOS I hereby �_erti€9 that this instrument was €fled on the date and time stamped hereon bg me and was dulu recorded in the volume and page Of the Official Public records of: BRAZOS COUNTY as stamped hereon b3 me. Nov 20x2017 Karen NcQueenr Brazos Counts Clerk BRAZOS COUNTY 0 UNIVERSITY HEIGHTS PHASE 4: 5.999 AC]R,E:S BLOCK 11, LOTS 1 THRU 17 BLOCK 12, LOT 1 COMMON AREA 7,8 & 9 CRAWFORD BURNETT SURVEY, A-7 COLLEGE STATION, BRAZOS COQ, TEXAS SCALE: 1 "=50' SEPTEMBER 201.6 OWNER/DEVELOPER: ENGINEER: KGM RENTAL, LLC Scl�uJiz Engineering, LLC P.O. BOX 505 MILLICAN, TX 77866 (979) 587 - 2275 TBPE NO. 12327 2730 LONGMIRE, SUITE A College Station, Texas 77845 (979) 764-3900 SURVEYOR: Brad Kerr, RPLS No. 4502 Kerr Surveying, LLC 409 N. Texas Ave. Bryan, TX 77803 (979) 268-3195