Loading...
HomeMy WebLinkAbout14-181-2---T---- ----- -------C --- � BUEkA VIDA SUBDIVISION PLAT I I 1 10-140/169 1 1 1 ZONED - GS I I 10 11 12 I I I I I I I I I IV - VICINITY MAP ^,- 5 j0 4 jo 3 jo 2 l0 1 �, r r r r N LO LO 0 LO 15' PUE FUTURE PHASE 2 V PUE r r r r (TY'.) REMAINDER OF 21.842 ACRE TRACT Z 1 (TYP•) N N N tN ) U - In 2.;LP-AE U) In ___11 35.91' 28_00' UNE # 8.00' 28.00' -,O. 43.54' I L1 CURVE # LENGTH N -O �0P) E � 00 2.5' PAE CHORD CHORD DIRECTION C1 39.27' 25.00' 090'00'00" 25.00' 35.36' N87'15'10'E `o u7 to to 11i 35.36' NOT44'50'W C3 39.22' 25.00' 089'52'54" 24.95' 35.32' S87*18'43"W I Z r z r z r z BLOgKii 35.36' P I3:: 13: I:-3:: I3�: N IV - VICINITY MAP ^,- 5 j0 4 jo 3 jo 2 l0 1 �, r r r r N LO LO 0 LO 15' PUE FUTURE PHASE 2 V PUE r r r r (TY'.) REMAINDER OF 21.842 ACRE TRACT Z 1 (TYP•) N N N tN ) U - In 2.;LP-AE U) In ___11 d- 0 . . J/ N/ 3 N ZONING LINE , ' - , N47' 44 50 W N 119 65 LINE TABLE UNE # Curve Table DIRECTION L1 CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 39.27' 25.00' 090'00'00" 25.00' 35.36' N87'15'10'E C2 39.27' 25.00' 090'00'00' 25.00' 35.36' NOT44'50'W C3 39.22' 25.00' 089'52'54" 24.95' 35.32' S87*18'43"W C4 39.27 25.00' 090'00'00" 25.00' 35.36' N0744'50'W C5 39.27' 25.00' 090'00'00' 25.00' 35.36' S87*15'10"W C6 39.27' 25.00' 090'00'00' 25.00' 35.36' NO2'44'50"W C7 38.24' 25.00' 087*38'15" 23.99' 34.62' S86'04'17'W C8 122.46' 463.50' 015'08'15' 61.59' 122.10' N57'40'43'W C9 22.88 396.50' 003'18'21' 11.44' 22.87' N63'35'40"W C10 117.81' 75.00 090'00'00" 75.00' 106.07' N 5' ' 8T1 10 E C11 39.27' 25.00' 090'00'00" 25.00' 35.36' NST15'10'E C12 39.29' 25.00' 090'03'11° 25.02' 35.37' S02'43'15"E C13 0.62 675.00' 000'03'11" 0.31' 0.62' S42'16'45"W C14 3.38' 625.00' 000'18'36" 1.69' 3.38' N42724'28"E C15 39.13' 25.00' 089'41'24" 24.87' 35.26' NST24'28'E C16 31.63' 25.00' 072'28'51' 18.32' 29.56' S11'30'25"E C17 1 53.51' 175.00' 1 01T31'09' 26.97' 53.30' S33'29'35"W C18 68.80' 225.00' 01T31'09' 34.67' 68.53' N33'29'35'E C19 94.88' 75.00' 072'28'51' 54.97' 88.68' N11'30'25'W C20 39.25' 25.00' 089'57'10' 24.98' 35.34' NOZ46'1VIN C21 39.25' 25.00' 089'57'50` 24.98' 35.34' 1 S8 16'15 C22 0.91' 625.00' 1 000'05'01" 1 0.46' 0.91' 1 S4ZI,V49'W d- 0 . . J/ N/ 3 N ZONING LINE , ' - , N47' 44 50 W N 119 65 LINE TABLE UNE # LENGTH DIRECTION L1 50.50' S47' 44' 50"E L2 50.00' N42. 13' 46'E L3 12.02' S47' 44' 50"E L4 50.00' N42' 10' 12"E L5 29.07' S47' 44' 50"E L6 5.63' N42' 20' 10"E L7 36.20' N24' 44' 00'E L8 36.20' S24' 44' 00"W L9 12.00' S47' 44' 50"E L10 1.17' 1 N73' 27' 23"W L11 40.03' N19' 48' 07'W d- 0 . . J/ N/ 3 N ZONING LINE , ' - , N47' 44 50 W N 119 65 In CORNER OF SAID REMAINDER OF 22.97 ACRE TRACT AND BUENA VIDA SUBDIVISION � (T� ) I i BEARS: N 470 49'48" L5 36.00' 28.00' 28.00' , 28.00' 18.62' G� �' Z I N47' N47 44' 50V -138.62' 50"W J 50"W N 10 DEED TO DIAMOND T STORAGE, LLC RECORDED IN VOLUME 7009, PAGE 255 OF THE OFFICIAL P.U.E. SUMIVIERWAY DRIVE P.D.E. PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A 1/2 INCH IRON ROD FOUND BEARS: S 420 20'0" W L1 34' B -B PVMT - 50' ROW 1 N tip�� I - .:,L . " S47' 44' 50-E - 65.00' 10' PUE (TYP.) 5 2.5' PAE o MI / . 7 �- , \ S 420 20' 10" W FOR A DISTANCE OF 155.63 FEET TO A FENCE CORNER POST FOUND MARKING THE WE T \ _N' (TYP.) LD 0.5693 ACRE TRACT; �.. .. 2 5' PAE 10' PUE _ N47' 44' 506V 115.00' : �2 I N 42° 20' 10" E FOR A DISTANCE OF 5.63 FEET TO A 1/2 INCH IRON ROD SET MARKING THE WEST CORNER OF A 0 I o CALLED 0.5506 iW I BLOCK 3 Oq T IN .9' 48" E ALONG THE COMMON LINE OF SAID REMAINDER OF 22.97 ACRE TRACT AND SAID 0'.5506 Q -, ,N r N47° 44' 50"W N 115.00' OCK I N• I4 Q' F ROD 0 I O . 0 OI 16" W ALONG THE NORTHWEST LINE OF ROCK PRAIRIE ROAD FOR A DISTANCE OF 408.23 FEET _ _ � BEGINNING CONTAINING 9.223 ACRES OF LAND, MORE OF LESS. BEARING SYSTEM SHOWN N I S 15' PUE (TYP.) N HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. SEE PLAT PREPARED FEBRUARY N47' m 50"V, 115.00' N47° 44' 50"W N 115.00' 59 P.4 � I0 I 7 DI SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS - OBSERVATION 0 . N _ 1 N. ,� DOES NOT LIE WITHIN A DESIGNATED 100 YEAR FLOOD PLAIN ACCORDING TO THE F.I.R.M. MAPS, N47° 44' 50"W N 115.00' P 3. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT. TH w 0 I -o I of 0 AND STANDARDS. c6 6 to d- 0 . . J/ N/ 3 N ZONING LINE , ' - , N47' 44 50 W N 119 65 In CORNER OF SAID REMAINDER OF 22.97 ACRE TRACT AND BUENA VIDA SUBDIVISION � I I i BEARS: N 470 49'48" I� Ii �I ', I _ t � I i 15 P.D.E M' 15' PUE (TYP.) , ` Z �' Z I N47' 44' 50"W N 115.00' . 50"W N 10 DEED TO DIAMOND T STORAGE, LLC RECORDED IN VOLUME 7009, PAGE 255 OF THE OFFICIAL P.U.E. REMAINDER OF 21.842 ACRE_TRACT P.D.E. PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A 1/2 INCH IRON ROD FOUND BEARS: S 420 20'0" W L1 .9 1 N tip�� I - .:,L . " o (M 10' PUE (TYP.) 5 2.5' PAE o MI �:: 3 S 420 20' 10" W FOR A DISTANCE OF 155.63 FEET TO A FENCE CORNER POST FOUND MARKING THE WE T _N' (TYP.) LD 0.5693 ACRE TRACT; �.. .. S 470 49'48" E FOR A DISTANCE OF 159.95 FEET TO A 1/2 INCH IRON ROD FOUND MARKING THE SOUTH CORNER N47' 44' 506V 115.00' : �2 TEMPORARY ACCESS EASEMENT SEPARATE N 42° 20' 10" E FOR A DISTANCE OF 5.63 FEET TO A 1/2 INCH IRON ROD SET MARKING THE WEST CORNER OF A 0 I CALLED 0.5506 4 0I IN .9' 48" E ALONG THE COMMON LINE OF SAID REMAINDER OF 22.97 ACRE TRACT AND SAID 0'.5506 ,N ACRE TRACT FO A DISTANCE OF 160.52 FEET TO A 1/2 INCH IRON ROD SET ON THE NORTHWEST LINE OF R OCK I N• A INSTRUMENT VOL -2,00' ROD . I20 THENCE: S 42° 22' 16" W ALONG THE NORTHWEST LINE OF ROCK PRAIRIE ROAD FOR A DISTANCE OF 408.23 FEET _ _ TO THE POINT OF BEGINNING CONTAINING 9.223 ACRES OF LAND, MORE OF LESS. BEARING SYSTEM SHOWN PG. ) HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. SEE PLAT PREPARED FEBRUARY N47' 44' 50"V, 115.00' OI d- 0 . . J/ N/ 3 N ZONING LINE , ' - , N47' 44 50 W N 119 65 12.11' -- T__________,______1 1 .0 (/"7( 1 1 I 1 1 1 Z o I I I I Ln H H 1 2 3 4 5 6 I 1 = I 1 as 1( 1 1 BLOCK 3 N I I I I I I I I I- - - - - - - - - - --- = - - - - - - - - - - - - - - - - - - - - - 1/2 INCH IRON ROD FOUND BEARS: .S47° ' WE - M' S 42• EE 10" w �F 'io V 1 0.45 FEET 50.00' 43.57' 28.00' 28.00' 36.00' 36.00' 28.00' 47.89' _ _ '1 - 10' PDE` ' I 10' PUE � d' d' 1F, � ( ) LID U7 I (TYP.) r7 Vi r7 P.DX M M (6 Ij r r r r r r V_ r r t-' - r I W. z b �LOCK1�z 'z Iz (Z �z tco. N 1s � (� I I Oj 2a W N P. = 4 M rr� . . � '10' -PUE'. .. . N. " ' - ' �'. f'� ' - - --'.'N4T'.:44•.--.5{i'W . 1_.3-4:4.9...'.•.J......-• , .? . .:. 'f 2��;...'..:.....'.:'.'.::....'.'.'.'.'.'.:'.'.: , ..'.'�....­....: ....'7.42 ('Ty ':)'....•'......:.:.'.'...'.'''•'•'•'•'. \ ..' '.15' :PUE &-PUBLIC ...........'.'.'.'.'-' • ...'.'.' D'.-..•.•.-.' . -_:_ -.......'. ,•,• ..... , ... +9. DRAINAGE-EASEMEW....'.-.•.'.'.'.'.' .. , • .... . ....... n ...- ..... F.��, i .....'.'.'.'.'.'.', ......'.'. , MARKING A COMMON CORNER OF SAID REMAINDER OF 22.97 ACRE TRACT AND BUENA VIDA SUBDIVISION Vi- I i BEARS: N 470 49'48" I� Ii �I ', I _ t � I i a� (TYPP� / 2 15' PUE (TYP.) p 00 ALONG THE COMMON LINE OF SAID :REMAINDER OF 22.97 ACRE TRACT AND BUENA �' U I N - FUTURE PHASE 2 I I N47' 44' 50"W N 137.95' DEED TO DIAMOND T STORAGE, LLC RECORDED IN VOLUME 7009, PAGE 255 OF THE OFFICIAL P.U.E. REMAINDER OF 21.842 ACRE_TRACT P.D.E. PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A 1/2 INCH IRON ROD FOUND BEARS: S 420 20'0" W L1 .9 1 ( o I - .:,L . " P.D.E : .;.20::..:..:.. �' BLOCK 3 r j FOR THE FOLLOW G CALLS: S 420 20' 10" W FOR A DISTANCE OF 155.63 FEET TO A FENCE CORNER POST FOUND MARKING THE WE T . LD 0.5693 ACRE TRACT; �.. .. S 470 49'48" E FOR A DISTANCE OF 159.95 FEET TO A 1/2 INCH IRON ROD FOUND MARKING THE SOUTH CORNER 12.11' -- T__________,______1 1 .0 (/"7( 1 1 I 1 1 1 Z o I I I I Ln H H 1 2 3 4 5 6 I 1 = I 1 as 1( 1 1 BLOCK 3 N I I I I I I I I I- - - - - - - - - - --- = - - - - - - - - - - - - - - - - - - - - - 1/2 INCH IRON ROD FOUND BEARS: .S47° ' WE - M' S 42• EE 10" w �F 'io V 1 0.45 FEET 50.00' 43.57' 28.00' 28.00' 36.00' 36.00' 28.00' 47.89' _ _ '1 - 10' PDE` ' I 10' PUE � d' d' 1F, � ( ) LID U7 I (TYP.) r7 Vi r7 P.DX M M (6 Ij r r r r r r V_ r r t-' - r I W. z b �LOCK1�z 'z Iz (Z �z tco. N 1s � (� I I Oj 2a W N P. = 4 M rr� . . � '10' -PUE'. .. . N. " ' - ' �'. f'� ' - - --'.'N4T'.:44•.--.5{i'W . 1_.3-4:4.9...'.•.J......-• , .? . .:. 'f 2��;...'..:.....'.:'.'.::....'.'.'.'.'.'.:'.'.: , ..'.'�....­....: ....'7.42 ('Ty ':)'....•'......:.:.'.'...'.'''•'•'•'•'. \ ..' '.15' :PUE &-PUBLIC ...........'.'.'.'.'-' • ...'.'.' D'.-..•.•.-.' . -_:_ -.......'. ,•,• ..... , ... +9. DRAINAGE-EASEMEW....'.-.•.'.'.'.'.' .. , • .... . ....... n ...- ..... F.��, i .....'.'.'.'.'.'.', ......'.'. , 17 �o 16 jo 15 jo 14 j0 13 �0 12 �0 11 N/F r r r r 2.5' PAE 10' PUE ' DIAMOND T STORAGE, LLC ('�`'') `" " " 5' PUE - `r' ' ("P') Bi: 0.5693 AC. TRACT 7009/255 N N N 1 (�) N N r ( o ZONED R N U)2.5' PAE � V) ( U) 3' U) N (� � I ?O 18_50' , 28.00 28.00', 36.00' , 36.00' 1$, \ N47 44' WW - 153.53' le fid_ - �INSET A �\ . .. L10 FENCE N/F DIAMOND T STORAGE, LLC 0.5506 AC. TRACT 7009/255 ZONED R INCH IRON ROD SET CORNER POST FOUND 1 L %J1 �'/ qu �F8 C - IOU.QL 847° 49' 48'E -159.95' S47° 44' 50'E =156:14' - �..... ) 139.22 0 20..7.2 . . .. .. .............. � . ......................... . e Iffm ROD.':',- ... ORAt AGE I,.*J-."-",-,"- .' 86.99 69.15'10,7 / . , /",:,�10'. PUE 'FOUND,.....'.'.'.' EASEME_T.'.'.-.',• ... ,'_ .1 .. _ o / �t •iv33�. ' `,• (.TY1?:j. .....'....'.". �- .. p 2.5' PAE . cN0 / 10' PUE ap 9p, •16`W , .. ..'.'.'.'.'.', ....'....'.', .......... • ......... • .. (. . M?) 10 �, -�, .16 > '�/ \ (TIP.) 10 15' PDE I Z '.-..' ',:,:. ' :. ,:... ,:69:06... ,- .. .'...............'.',• .....'.'.'.', ... , �',•.. . _� 11 , ft � 10 PUE ...... IM I . BLOCK 2 �N �> 6.95• I ::'::::"YP ..,::.::.': :.: ::::.'::':::::' ::::::':':':':':'::':- ::.::::.: __ I __% __ PRIVATE'-%%'....'.*................ .. „ , • ....'..' DRAINAGE.... N47° 44 50 W N 112.00 47° 44 50 W N 101.2 N47° 44 50 W N 123.45 .'.'.' ' .' ...:..-'.'.'.'.'.'.'.'.'....'.'..'.'.'.'.':EASF,IdENT......'.'..'.'.'.'.' .L . �o I 8.80' I o •:.....'.'.......',',...'.'.'..'.'.'.',' .:...'.'.',....'.'.'.'.'.'.' ..'.'.'.'.'.•.'.-.'.' '.' ','C:..:. O IN 20' PUE O • • • ..', .........' . , • ... ...... I..... . jc6 ( 12 N (TYP.} 9 ` N 2.5' PAE 9 N :... ..'.' :....:.'.'.'.' ' :.:.:.::: • ...:. ....'�'.'..',• . Go ....... N4T 44 50 W N 112.00 N4T 44 50 W N 108.85 N47° 44 50 W N 117.44 r� .. ::':':.:':'::.': :::::'?... - •.:.::.:.:':':':':':':'::.':':':':' ':'.' .:.:::':'::':': I':' '. (°o 00 I o 'M ....... 2.... � I N �....:...' :....'.'.'.'.'.'.t.r I.'.' N I 13 Ro I O I N '..•.'.- -o .....'.•.-._.......'.•,• .. - .....'.-.' ..... .. •_• -`. N47' 44' 50"W N 112.00' N47' 44' 50"W N 111.93' N4T 44' 50"W N 115.00' ...... :':': ..:'::'::: : :':':':':-.'.' ''''•':':':':....'''' '-':'.'.'...- . :':... •. ' • - . :'.. . IO I O 10' ( 5.07' I O '.. .-.•..:. , ..:�..::::'....... . ........ :,.'.:. ' •. : o : o '.. '.' . z COMi�/ION:'. I:::' a0 I ap P,D.E rn rn L �'. `..' .N 14 .N . 7 ( N. ,N 7 N : • ...'.•.' ' • ..-... .',• ..... ....' §0"W_- _ _ _ ... . A .. :'1':':':':':':. ':':':':':':' ' ':I:': t.:.:.. >n..'.'.', .....'.'.'.'.'.'.'.'.'.' ' ...'.'.'.'.'.'.', ........'.' .........'.'.'.'..', ..'.', 7 _ N47° 44 112.00 N47° 44 50 W N 112.00 N47' 44 50 W �' 115.00 ' • • I -r 2.5' PAE : N':'.':'.'.'.'.'.'.'.'.'.',••.....'.'.'.'.'� ... ' ' '.'::• ...... ac.. .:.:.:.:.:.:.:.:.' �.:.:.;.:.:.:._. ,• . Cd03. I I (TYP, I I o : :':' ..'. I ..�. N. .(a I 15' PUE 15 ro 6 O ca 6 15' PDE ip 0 ,•.• ....... .... • ........', .... , ... - • • I.. 'xo. 10' N (TYP.) M VY M .' ' . P.D.E I S4i' 44•.50'E'.- 86:9$`.'.'.' o Ct _ - _ ....... _ . I _ _ .'.'.'.'.'.'.' ...'..' • -...'. .•....'.'.'.-.'.• ...'.'.' ','-• • • ....'...1. •' W I' C •...'... ... UZ 44'-50" 11-2_00' N4 ' 44' -5Q"W -- 112.00' . N47' 44' 50"W - 115.00' co ........................ ::':':'1':': °� Iq O 10, O" O V o I O ... .. I P.D.E I O • ...'. , , ... .'... , .....'... 1 M 2.5' PAE 16 5 15' PUE ° ^ ^ IM 15' PUE 5 ;.:....... ', :•:.....'.'.' %::.....'.'.' '. ,..',' :I:.:.I.'..' 11 . . ( (TYP.) I (TYP.) I Y5°•PDE'..'.'.'.'.�•.'.'.'.'.'.'.'.',...:._.'.'.'.'.',-..:._.:.'.'.'.'....:.:.:.'.'.'.�....'.'.'. N47 4 0 N N47 44 0 N 3 !� N ........' '• 4 5 W 112.00 5 W 112.00 N47' 44 50 W 115.00 ... ..... .... .... .. .. .....� ............ - C� O I O O O O O O ZONING, LINE .'.'.'.'.�, - ..'..'.'.'.'.'.' ' ...'.'.'.'.' ' :�- I� 17 100 4 I N. '� 4 - - - ..:.'.'.'.'.' :.:.'.', .. .1.... 1:.}.. , . :N I IN I I N. Q N BLOCK 1 (N • • • .....:,'.' • •....: '.:- .'......-:.'.' .. .'.'...:.:.'.'.'.'........;.:.'.'.'.-....:.:.:.:1'.'..'.' . N47° 44' 50"W N 1 12.00' N47° 44' 50"W N 112.00 � Y(I 47' -N , ...-' ' '-:..:::: --o II .. :. ' .....' ..'.'....'..'.'...', ..'.'_-.• •..... I',• 100 I o ,o' oI o o :':' ' •'..:':'::. • : :.:.'..' :'.:.:':: '..::::......' ...:.....:I' ' .: 'N 18 P.D.E 3 I 06 .a 3 CO . • ..:.. ' ......'.'.'. ..... . ......' ', ..'.'.'.'.• ... , .. ..:.'.. ; " ( - - PQ N I I "......_.-...........,..._..-� ...... .:..'.:._._.''i7 •:• • .....'....'.'.'.',.......• ...... ' ... ....,' N47' 44' S0"W N 1 12.00' N47' 44' S0"W N 1 12.00' M N47' 44' S0"W N 115.00' :�n`.'.'.'.-DRAINA E,• • ..'......'.'.'.') .....'. _ �... p p I 0 I 0• •..'.:..'.'.'.' ., ,:.: •......... EASEMENT::.:.:.'.:.'.'.'.:.:.'.'.'.I,...... . I* .. •.' 1. .N 1 I N 2 I N' N 2 CO..:.',•.•.•.•.•.....'.:'.'.'.:.......' .. • . • •'.:'.' ....' ..I '.I .-.•. III _ I _ _ I '..• ..- •-..- ........'..'.':':'1-.•.... o N47° 44' 50"W ^� 112.00' - . N47' 44' 50"W N 112.00' � :o N47' 44' 50"W N 115.00' ...'. BL /� I_-[__- -_ -_ '0 I ..'.'.'' ..... ' ......'. ...'. .....'.'' ....'.'.'.I ..... OCK 2 15' PUE r �I o O J E - 20 - - (� - 1 1 (TYP.} ) M ...'..'.', .....'.'.'.'......'.'.'� ........'.'.'.' '....'.'.'.'.'......'.'.'......... -.. [,.-.-,...- d• . ...'.' ...... , ... , I . - - - - .. .. . \- _ _= .. - _ CO1�VION : °soQ...... ..'.'.'.'.::.. , ...11 - 87.00 87.00 90:00 66:98• ......' 88.62....'.'.:'.::' ...:' . . VN ...'.'.', • .... ...... .-10' RUE'.'.'.', • ....:.'.'..' �� 1 .: • ' • .... ' . o', . •....... {TYP )' • .....�. , ..... 64.32 A'RF , ::2:':' ' ' ' ,�Q .*!7. ........:.........', ,' .....'..........:. • ..:.:.:..'.... Zp,g9 W V....'.'.'..'.... ,i ...:.... 7 . // CITY LIMIT ��..... N C9 CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS I, David Scamardo, Manager of DWS Development, owner and developer of the 9.269 acre tract shown on this plat, and designated herein as Equinox Subdivision, Phase 1, in the City of College Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, greenways, infrastructure, easements and public places thereon shown for the purpose and consideration therein expressed. All such dedications shall be in fee simple unless expressly provided otherwise. David Scamardo, Manager STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared David Scamardo, 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 20 - Notary Public, Brazos County, Texas CERTIFICATE OF CITY ENGINEER I, - • City Engineer of the City of College Station, Texas, hereby certify that this Subdivision conforms to the requirements of the Subdivision Regulations of the City of College Station, Texas. City Engineer CERTIFICATE OF THE SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS I, Brad Kerr, Registered Professional Land Surveyor No. 4502, 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. 1221111110*11111111i, "# N47° ,W W'W -174.00' - 1 44' WW - 245.60' I . LO 1 rn TOWERS PARKWAY .fid, a' 38' B -B PVMT - 67' ROW O� I V I \ I 1 CERTIFICATE OF PLANNING AND ZONING COMMISSION I, - , Chairman of the Planning and - Zoning Commission of the City of College Station, Texas, hereby certify that the attached plat was duly approved by the Commission on the -- day of -- -- - , 20 Chairman CERTIFICATE OF THE COUNTY CLERK STATE OF TEXAS COUNTY OF BRAZOS I, - , County Clerk, in and for said county, do hereby certify that this plat together with its certificates of authentication was filed for record in my office the day of - 20 - in the Deed Records of Brazos County, Texas, in Volume Page WITNESS my hand and official Seal, at my office in Bryan, Texas. County Clerk Brazos County, Texas N/F HENRY P. MAYO AND WIFE, SANDRA K. MAYO 23.00 ACRE TRACT 1253/878 FENCE CORNER 67 61 POST FOUND 1 I ,�o I `/ I 1 I O / ♦ ..** INSET A N.T.S. METES AND BOUNDS DESCRIPTION OFA 9.223 ACRE TRACT CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OF LAND LYING AND BEING SITUATED THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT B� G A PORTION OF THE REMAINDER OF A CALLED 22.97 ACRE TRACT AS DESCRIBED BY A DEED TO CHARLES I. MINER AND MARY E. TURNER RECORDED IN VOLUME 3331, PAGE 61 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS.' SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A', 1/2 INCH IRON ROD FOUND ON THE NORTHWEST LINE OF ROCK PRAIRIE ROAD MARKING1 THE SOUTH CORNER OF SAID REMAINDER OF 22.97 ACRE TRACT AND THE EAST CORNER OF A CALLED 23.00 .b,CRE TRACT AS DESCRIBED BY A DEED TO HENRY P. MAYO AND WIFE, SANDRA K. MAYO, RECORDED IN VOLUME 11253, 40 20 0 40 PAGE 87$ OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS; SCALE IN FEET THENCE; N 470 4415011 W ALONG THE COMMON LINE OF SAID REMAINDER OF 22.97 ACRE TRACT AND SAID23.00 ACRE TRACT FOR A DISTANCE OF 871.91 FEET; I I THENCE: THROUGH SAID REMAINDER OF 22.97 ACRE TRACT FOR THE FOLLOWING CALLS: N 420 15' 10" E FOR RA DISTANCE OF 115.00 FEET; S 47° 44' S0" E FqR A DISTANCE OF 50.50 FEET; N 420 1314611 E FOR A DISTANCE OF 50.00 FEET; S 470 44'50" E FOR A DISTANCE OF 12.02 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A RADIUS OF 25.01 FEET; ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 900 00'00" FOR AN ARC DISTANCE OF 39.27 FEET (CHO BEARS: N 870 1$' 09" E - 35.36 FEET) TO THE END OF SAID CURVE; N 420 IS' 10" E FOR A DISTANCE OF 176.50 TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAVIN I A RADIUS OF 25.0)b FEET; ALONC SAID CILVE THROUGH A CENTRAL ANGLE OF 900 00'00" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: N 02° i 50" W - 35.36 FEET) TO THE END OF SAID CURVE; N 42° 10' 12" E FOR A DISTANCE OF 50.00 FEET; S 47° 44'50-.E F i R A DISTANCE OF 29.07 FEET; N 42° IS' 10" E FOR A DISTANCE OF 115.61 FEET TO THE COMMON LINE OF SAID REMAINDER OF 22.97 ACRE TRACT AND BUENA VIDA SUBDIVISION, ACCORDING TO THE PLAT RECORDED IN VOLUME 10140, PAGE 169 OF ,-1/2 INCH IRON ROD SET THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS FOR REFERENCE A 1/2 IN CH IRON ROD FOUND MARKING A COMMON CORNER OF SAID REMAINDER OF 22.97 ACRE TRACT AND BUENA VIDA SUBDIVISION Vi- I i BEARS: N 470 49'48" W FOR A DISTANCE OF 260.09 FEET; - - -_ --- -_ . - - -_ �___ n 7 I I 17 �o 16 jo 15 jo 14 j0 13 �0 12 �0 11 N/F r r r r 2.5' PAE 10' PUE ' DIAMOND T STORAGE, LLC ('�`'') `" " " 5' PUE - `r' ' ("P') Bi: 0.5693 AC. TRACT 7009/255 N N N 1 (�) N N r ( o ZONED R N U)2.5' PAE � V) ( U) 3' U) N (� � I ?O 18_50' , 28.00 28.00', 36.00' , 36.00' 1$, \ N47 44' WW - 153.53' le fid_ - �INSET A �\ . .. L10 FENCE N/F DIAMOND T STORAGE, LLC 0.5506 AC. TRACT 7009/255 ZONED R INCH IRON ROD SET CORNER POST FOUND 1 L %J1 �'/ qu �F8 C - IOU.QL 847° 49' 48'E -159.95' S47° 44' 50'E =156:14' - �..... ) 139.22 0 20..7.2 . . .. .. .............. � . ......................... . e Iffm ROD.':',- ... ORAt AGE I,.*J-."-",-,"- .' 86.99 69.15'10,7 / . , /",:,�10'. PUE 'FOUND,.....'.'.'.' EASEME_T.'.'.-.',• ... ,'_ .1 .. _ o / �t •iv33�. ' `,• (.TY1?:j. .....'....'.". �- .. p 2.5' PAE . cN0 / 10' PUE ap 9p, •16`W , .. ..'.'.'.'.'.', ....'....'.', .......... • ......... • .. (. . M?) 10 �, -�, .16 > '�/ \ (TIP.) 10 15' PDE I Z '.-..' ',:,:. ' :. ,:... ,:69:06... ,- .. .'...............'.',• .....'.'.'.', ... , �',•.. . _� 11 , ft � 10 PUE ...... IM I . BLOCK 2 �N �> 6.95• I ::'::::"YP ..,::.::.': :.: ::::.'::':::::' ::::::':':':':':'::':- ::.::::.: __ I __% __ PRIVATE'-%%'....'.*................ .. „ , • ....'..' DRAINAGE.... N47° 44 50 W N 112.00 47° 44 50 W N 101.2 N47° 44 50 W N 123.45 .'.'.' ' .' ...:..-'.'.'.'.'.'.'.'.'....'.'..'.'.'.'.':EASF,IdENT......'.'..'.'.'.'.' .L . �o I 8.80' I o •:.....'.'.......',',...'.'.'..'.'.'.',' .:...'.'.',....'.'.'.'.'.'.' ..'.'.'.'.'.•.'.-.'.' '.' ','C:..:. O IN 20' PUE O • • • ..', .........' . , • ... ...... I..... . jc6 ( 12 N (TYP.} 9 ` N 2.5' PAE 9 N :... ..'.' :....:.'.'.'.' ' :.:.:.::: • ...:. ....'�'.'..',• . Go ....... N4T 44 50 W N 112.00 N4T 44 50 W N 108.85 N47° 44 50 W N 117.44 r� .. ::':':.:':'::.': :::::'?... - •.:.::.:.:':':':':':':'::.':':':':' ':'.' .:.:::':'::':': I':' '. (°o 00 I o 'M ....... 2.... � I N �....:...' :....'.'.'.'.'.'.t.r I.'.' N I 13 Ro I O I N '..•.'.- -o .....'.•.-._.......'.•,• .. - .....'.-.' ..... .. •_• -`. N47' 44' 50"W N 112.00' N47' 44' 50"W N 111.93' N4T 44' 50"W N 115.00' ...... :':': ..:'::'::: : :':':':':-.'.' ''''•':':':':....'''' '-':'.'.'...- . :':... •. ' • - . :'.. . IO I O 10' ( 5.07' I O '.. .-.•..:. , ..:�..::::'....... . ........ :,.'.:. ' •. : o : o '.. '.' . z COMi�/ION:'. I:::' a0 I ap P,D.E rn rn L �'. `..' .N 14 .N . 7 ( N. ,N 7 N : • ...'.•.' ' • ..-... .',• ..... ....' §0"W_- _ _ _ ... . A .. :'1':':':':':':. ':':':':':':' ' ':I:': t.:.:.. >n..'.'.', .....'.'.'.'.'.'.'.'.'.' ' ...'.'.'.'.'.'.', ........'.' .........'.'.'.'..', ..'.', 7 _ N47° 44 112.00 N47° 44 50 W N 112.00 N47' 44 50 W �' 115.00 ' • • I -r 2.5' PAE : N':'.':'.'.'.'.'.'.'.'.'.',••.....'.'.'.'.'� ... ' ' '.'::• ...... ac.. .:.:.:.:.:.:.:.:.' �.:.:.;.:.:.:._. ,• . Cd03. I I (TYP, I I o : :':' ..'. I ..�. N. .(a I 15' PUE 15 ro 6 O ca 6 15' PDE ip 0 ,•.• ....... .... • ........', .... , ... - • • I.. 'xo. 10' N (TYP.) M VY M .' ' . P.D.E I S4i' 44•.50'E'.- 86:9$`.'.'.' o Ct _ - _ ....... _ . I _ _ .'.'.'.'.'.'.' ...'..' • -...'. .•....'.'.'.-.'.• ...'.'.' ','-• • • ....'...1. •' W I' C •...'... ... UZ 44'-50" 11-2_00' N4 ' 44' -5Q"W -- 112.00' . N47' 44' 50"W - 115.00' co ........................ ::':':'1':': °� Iq O 10, O" O V o I O ... .. I P.D.E I O • ...'. , , ... .'... , .....'... 1 M 2.5' PAE 16 5 15' PUE ° ^ ^ IM 15' PUE 5 ;.:....... ', :•:.....'.'.' %::.....'.'.' '. ,..',' :I:.:.I.'..' 11 . . ( (TYP.) I (TYP.) I Y5°•PDE'..'.'.'.'.�•.'.'.'.'.'.'.'.',...:._.'.'.'.'.',-..:._.:.'.'.'.'....:.:.:.'.'.'.�....'.'.'. N47 4 0 N N47 44 0 N 3 !� N ........' '• 4 5 W 112.00 5 W 112.00 N47' 44 50 W 115.00 ... ..... .... .... .. .. .....� ............ - C� O I O O O O O O ZONING, LINE .'.'.'.'.�, - ..'..'.'.'.'.'.' ' ...'.'.'.'.' ' :�- I� 17 100 4 I N. '� 4 - - - ..:.'.'.'.'.' :.:.'.', .. .1.... 1:.}.. , . :N I IN I I N. Q N BLOCK 1 (N • • • .....:,'.' • •....: '.:- .'......-:.'.' .. .'.'...:.:.'.'.'.'........;.:.'.'.'.-....:.:.:.:1'.'..'.' . N47° 44' 50"W N 1 12.00' N47° 44' 50"W N 112.00 � Y(I 47' -N , ...-' ' '-:..:::: --o II .. :. ' .....' ..'.'....'..'.'...', ..'.'_-.• •..... I',• 100 I o ,o' oI o o :':' ' •'..:':'::. • : :.:.'..' :'.:.:':: '..::::......' ...:.....:I' ' .: 'N 18 P.D.E 3 I 06 .a 3 CO . • ..:.. ' ......'.'.'. ..... . ......' ', ..'.'.'.'.• ... , .. ..:.'.. ; " ( - - PQ N I I "......_.-...........,..._..-� ...... .:..'.:._._.''i7 •:• • .....'....'.'.'.',.......• ...... ' ... ....,' N47' 44' S0"W N 1 12.00' N47' 44' S0"W N 1 12.00' M N47' 44' S0"W N 115.00' :�n`.'.'.'.-DRAINA E,• • ..'......'.'.'.') .....'. _ �... p p I 0 I 0• •..'.:..'.'.'.' ., ,:.: •......... EASEMENT::.:.:.'.:.'.'.'.:.:.'.'.'.I,...... . I* .. •.' 1. .N 1 I N 2 I N' N 2 CO..:.',•.•.•.•.•.....'.:'.'.'.:.......' .. • . • •'.:'.' ....' ..I '.I .-.•. III _ I _ _ I '..• ..- •-..- ........'..'.':':'1-.•.... o N47° 44' 50"W ^� 112.00' - . N47' 44' 50"W N 112.00' � :o N47' 44' 50"W N 115.00' ...'. BL /� I_-[__- -_ -_ '0 I ..'.'.'' ..... ' ......'. ...'. .....'.'' ....'.'.'.I ..... OCK 2 15' PUE r �I o O J E - 20 - - (� - 1 1 (TYP.} ) M ...'..'.', .....'.'.'.'......'.'.'� ........'.'.'.' '....'.'.'.'.'......'.'.'......... -.. [,.-.-,...- d• . ...'.' ...... , ... , I . - - - - .. .. . \- _ _= .. - _ CO1�VION : °soQ...... ..'.'.'.'.::.. , ...11 - 87.00 87.00 90:00 66:98• ......' 88.62....'.'.:'.::' ...:' . . VN ...'.'.', • .... ...... .-10' RUE'.'.'.', • ....:.'.'..' �� 1 .: • ' • .... ' . o', . •....... {TYP )' • .....�. , ..... 64.32 A'RF , ::2:':' ' ' ' ,�Q .*!7. ........:.........', ,' .....'..........:. • ..:.:.:..'.... Zp,g9 W V....'.'.'..'.... ,i ...:.... 7 . // CITY LIMIT ��..... N C9 CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS I, David Scamardo, Manager of DWS Development, owner and developer of the 9.269 acre tract shown on this plat, and designated herein as Equinox Subdivision, Phase 1, in the City of College Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, greenways, infrastructure, easements and public places thereon shown for the purpose and consideration therein expressed. All such dedications shall be in fee simple unless expressly provided otherwise. David Scamardo, Manager STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared David Scamardo, 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 20 - Notary Public, Brazos County, Texas CERTIFICATE OF CITY ENGINEER I, - • City Engineer of the City of College Station, Texas, hereby certify that this Subdivision conforms to the requirements of the Subdivision Regulations of the City of College Station, Texas. City Engineer CERTIFICATE OF THE SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS I, Brad Kerr, Registered Professional Land Surveyor No. 4502, 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. 1221111110*11111111i, "# N47° ,W W'W -174.00' - 1 44' WW - 245.60' I . LO 1 rn TOWERS PARKWAY .fid, a' 38' B -B PVMT - 67' ROW O� I V I \ I 1 CERTIFICATE OF PLANNING AND ZONING COMMISSION I, - , Chairman of the Planning and - Zoning Commission of the City of College Station, Texas, hereby certify that the attached plat was duly approved by the Commission on the -- day of -- -- - , 20 Chairman CERTIFICATE OF THE COUNTY CLERK STATE OF TEXAS COUNTY OF BRAZOS I, - , County Clerk, in and for said county, do hereby certify that this plat together with its certificates of authentication was filed for record in my office the day of - 20 - in the Deed Records of Brazos County, Texas, in Volume Page WITNESS my hand and official Seal, at my office in Bryan, Texas. County Clerk Brazos County, Texas N/F HENRY P. MAYO AND WIFE, SANDRA K. MAYO 23.00 ACRE TRACT 1253/878 FENCE CORNER 67 61 POST FOUND 1 I ,�o I `/ I 1 I O / ♦ ..** INSET A N.T.S. METES AND BOUNDS DESCRIPTION OFA 9.223 ACRE TRACT CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OF LAND LYING AND BEING SITUATED THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT B� G A PORTION OF THE REMAINDER OF A CALLED 22.97 ACRE TRACT AS DESCRIBED BY A DEED TO CHARLES I. MINER AND MARY E. TURNER RECORDED IN VOLUME 3331, PAGE 61 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS.' SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A', 1/2 INCH IRON ROD FOUND ON THE NORTHWEST LINE OF ROCK PRAIRIE ROAD MARKING1 THE SOUTH CORNER OF SAID REMAINDER OF 22.97 ACRE TRACT AND THE EAST CORNER OF A CALLED 23.00 .b,CRE TRACT AS DESCRIBED BY A DEED TO HENRY P. MAYO AND WIFE, SANDRA K. MAYO, RECORDED IN VOLUME 11253, 40 20 0 40 PAGE 87$ OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS; SCALE IN FEET THENCE; N 470 4415011 W ALONG THE COMMON LINE OF SAID REMAINDER OF 22.97 ACRE TRACT AND SAID23.00 ACRE TRACT FOR A DISTANCE OF 871.91 FEET; I I THENCE: THROUGH SAID REMAINDER OF 22.97 ACRE TRACT FOR THE FOLLOWING CALLS: N 420 15' 10" E FOR RA DISTANCE OF 115.00 FEET; S 47° 44' S0" E FqR A DISTANCE OF 50.50 FEET; N 420 1314611 E FOR A DISTANCE OF 50.00 FEET; S 470 44'50" E FOR A DISTANCE OF 12.02 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A RADIUS OF 25.01 FEET; ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 900 00'00" FOR AN ARC DISTANCE OF 39.27 FEET (CHO BEARS: N 870 1$' 09" E - 35.36 FEET) TO THE END OF SAID CURVE; N 420 IS' 10" E FOR A DISTANCE OF 176.50 TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAVIN I A RADIUS OF 25.0)b FEET; ALONC SAID CILVE THROUGH A CENTRAL ANGLE OF 900 00'00" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: N 02° i 50" W - 35.36 FEET) TO THE END OF SAID CURVE; N 42° 10' 12" E FOR A DISTANCE OF 50.00 FEET; S 47° 44'50-.E F i R A DISTANCE OF 29.07 FEET; N 42° IS' 10" E FOR A DISTANCE OF 115.61 FEET TO THE COMMON LINE OF SAID REMAINDER OF 22.97 ACRE TRACT AND BUENA VIDA SUBDIVISION, ACCORDING TO THE PLAT RECORDED IN VOLUME 10140, PAGE 169 OF ,-1/2 INCH IRON ROD SET THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS FOR REFERENCE A 1/2 IN CH IRON ROD FOUND --- - - - - -- - 11. DRIVEWAY ACCESS FROM RESIDENTIAL LOTS SHALL NOT BE PERMITTED ONTO TOWERS PARKWAY. 12. TOWERS PARKWAY SHALL HAVE BIKE LANES. 13. EACH SINGLET FAMILY AND TOWNHOME LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST INCHES IN C i LIPER OR ONE 4 INCH CALIPER TREE PER ORDINANCE 3222. 14. PRIVATE DRAINAGE EASEMENTS TO BE MAINTAINED BY INDIVIDUAL LOT OWNERS. FENCES, GRADING, 16' PUE AND LANDSCAPE CANNOT IMPEDE THE FLOW IN THE PRIVATE DRAINAGE EASEMENT. 352/555 i INCH IRON ROD FOUND 6 MARKING A COMMON CORNER OF SAID REMAINDER OF 22.97 ACRE TRACT AND BUENA VIDA SUBDIVISION Vi- BEARS: N 470 49'48" W FOR A DISTANCE OF 260.09 FEET; - - -_ --- -_ . - - -_ �___ n 7 THENCE, S 47'49'48"E ALONG THE COMMON LINE OF SAID :REMAINDER OF 22.97 ACRE TRACT AND BUENA A U I SUBDIV18ION FOR A DLSTANCE OF 461.00 FEET TO THE NORTH CORNER OF A CALLED 0.5693 ACRE TRACT AS QQ PROPERTY CORNER DESCRIBED BY A DEED TO DIAMOND T STORAGE, LLC RECORDED IN VOLUME 7009, PAGE 255 OF THE OFFICIAL P.U.E. PUBLIC UTILITY EASEMENT P.D.E. PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A 1/2 INCH IRON ROD FOUND BEARS: S 420 20'0" W FOR A DISTANCE 1 I F 0.45 FEET; THENCE: ALCINP THE COMMON LINE OF SAID REMAINDER OF 22.97 ACRE TRACT AND SAID 0.5693 ACRE TRACT FOR THE FOLLOW G CALLS: S 420 20' 10" W FOR A DISTANCE OF 155.63 FEET TO A FENCE CORNER POST FOUND MARKING THE WE T CORNER OF SAI LD 0.5693 ACRE TRACT; S 470 49'48" E FOR A DISTANCE OF 159.95 FEET TO A 1/2 INCH IRON ROD FOUND MARKING THE SOUTH CORNER OF SAID 0.5693 ACRE TRACT; N 42° 20' 10" E FOR A DISTANCE OF 5.63 FEET TO A 1/2 INCH IRON ROD SET MARKING THE WEST CORNER OF A CALLED 0.5506 i CRE TRACT AS DESCRIBED BY SAID DEED TO DIAMOND T STORAGE, LLC (7009/255); THENCE; S 47', .9' 48" E ALONG THE COMMON LINE OF SAID REMAINDER OF 22.97 ACRE TRACT AND SAID 0'.5506 ACRE TRACT FO A DISTANCE OF 160.52 FEET TO A 1/2 INCH IRON ROD SET ON THE NORTHWEST LINE OF R OCK PRAIRIE ROAD FOUND ON THE TRACT BEARS: N G THE SOUTH CORNER OF SAID 0.5506 ACRE TRACT, FOR REFERENCE A 1/2 INCH IRON RTHWEST LINE OF ROCK PRAIRIE ROAD MARKING THE EAST CORNER OF SAID 0.5506 ACRE 22' 16" E FOR A DISTANCE OF 150.00 FEET; ROD . I20 THENCE: S 42° 22' 16" W ALONG THE NORTHWEST LINE OF ROCK PRAIRIE ROAD FOR A DISTANCE OF 408.23 FEET TO THE POINT OF BEGINNING CONTAINING 9.223 ACRES OF LAND, MORE OF LESS. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. SEE PLAT PREPARED FEBRUARY 2014 FOR MORE DESCRIPTIVE INFORMATION. NOTES: 1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS - OBSERVATION _ . 2. THIS TRACT DOES NOT LIE WITHIN A DESIGNATED 100 YEAR FLOOD PLAIN ACCORDING TO THE F.I.R.M. MAPS, COMMUNITY PANEL NO. 48041 CO305-F, EFFECTIVE APRIL 2, 2014, 3. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT. TH 1 WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS, AND STANDARDS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. 2 3 4. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). 0 1:4 ADDITIONAL EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU. W �yy 0 5. ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS SPECIFIED IN THE CITY OF COLLE E � STATION UNIFIED DEVELOPMENT ORDINANCE FOR THE ZONING CLASSIFICATION IN WHICH THEY LAY P_.t 6. DETENTION P � NDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNER ' V, a ASSOCIATION (HOA). 0 N 7. THE ZONING OF THIS TRACT IS T (TOWNHOUSE) & GS (GENERAL SUBURBAN). P4 8. 1/2" IRON RODS WILL BE SET AT ALL LOT CORNERS AND ANGLE POINTS UNLESS NOTED OTHERWISE. 9. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS. 10. THIS AREA ISI LL PD SHALL BE IN THE STEEPLECHASE -WELLBORN SANITARY SEWER IMPACT FEE AREA. IMPACT FEE IN CONJUNCTION I C UNCTION WITH THE ISSUANCE SS ANCE OF BUILDING PERMITS. --- - - - - -- - 11. DRIVEWAY ACCESS FROM RESIDENTIAL LOTS SHALL NOT BE PERMITTED ONTO TOWERS PARKWAY. 12. TOWERS PARKWAY SHALL HAVE BIKE LANES. 13. EACH SINGLET FAMILY AND TOWNHOME LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST INCHES IN C i LIPER OR ONE 4 INCH CALIPER TREE PER ORDINANCE 3222. 14. PRIVATE DRAINAGE EASEMENTS TO BE MAINTAINED BY INDIVIDUAL LOT OWNERS. FENCES, GRADING, 16' PUE AND LANDSCAPE CANNOT IMPEDE THE FLOW IN THE PRIVATE DRAINAGE EASEMENT. 352/555 i INCH IRON ROD FOUND 6 3 Vi- W� c��, - - - - n 7 a U o., t U I LEGEND EQUINOX SUBDIVISION PHASE 1 - 9.223 ACRES BLOCK 1, LOTS 1-17 BLOCK 2, LOTS 1-20 BLOCK 3, LOTS 1-9 BLOCK 4, LOTS 1-5 COMMON AREA 1 & 2 (1.75 AC.) CRAWFORD BURNETT LEAGUE, A-7 �OIJ GE STATION, BRAZOS COUNTY, TEXAS AUGUST 2 014 SCALE: 1 "'=40' MINER: ENGINEER: 4ARLES 1. do MARY E. TURNER 270 ROCK PRAIRIE RDW - DLLEGE STATION, TX 77645 Schultz Engineering, LLC 1EVELOPER: 2730 LONGMIRE DR., SUITE A NS DEVELOPMENT, INC. COLLEGE STATION, TEXAS 77845 0. BOX 4508 979.764.3900 tYAN, Tx nao5 SURVEYOR: BRAD KERR, RPLS NO. 4502 KERR SURVEYING, LLC 409 N. TEXAS AVE, BRYAN, TEXAS 77803 979.268.3195 PLAT BOUNDARY LOT LINE STREET RIGHT-OF-WAY LINE - - - - PUBLIC UTILITY EASEMENT - - - EXISTING EASEMENT LINE • PUBLIC ACCESS EASEMENT - � - � - ZONING LINE CITY OF COLLEGE STATION CITY LIMITS QQ PROPERTY CORNER 1,. -,.*.-.'_-'.-:-,..,...,-,.-:.-,-'.-:::T- COMMON AREA HATCH P.U.E. PUBLIC UTILITY EASEMENT P.D.E. PRIVATE DRAINAGE EASEMENT P.A.E. PUBLIC ACCESS EASEMENT EQUINOX SUBDIVISION PHASE 1 - 9.223 ACRES BLOCK 1, LOTS 1-17 BLOCK 2, LOTS 1-20 BLOCK 3, LOTS 1-9 BLOCK 4, LOTS 1-5 COMMON AREA 1 & 2 (1.75 AC.) CRAWFORD BURNETT LEAGUE, A-7 �OIJ GE STATION, BRAZOS COUNTY, TEXAS AUGUST 2 014 SCALE: 1 "'=40' MINER: ENGINEER: 4ARLES 1. do MARY E. TURNER 270 ROCK PRAIRIE RDW - DLLEGE STATION, TX 77645 Schultz Engineering, LLC 1EVELOPER: 2730 LONGMIRE DR., SUITE A NS DEVELOPMENT, INC. COLLEGE STATION, TEXAS 77845 0. BOX 4508 979.764.3900 tYAN, Tx nao5 SURVEYOR: BRAD KERR, RPLS NO. 4502 KERR SURVEYING, LLC 409 N. TEXAS AVE, BRYAN, TEXAS 77803 979.268.3195 - i - - - - - _r - I . _� . ____ _____ - � . _ ' _ ` I I { METES, AND BOO DAS DESCRIPTION -�rl ---------- ----- I I I I I - 9.223 ACRE TRACT T I ( I I CRAWFORD BURNETT LEAGUE, A-7 BUEII A VIDA SUBDMSION PLAT I I I I { I I I I I I COLLEGE STATION, BRAZOS COUNTY, TEXAS . { 10140/169 I I i4 ( { I { I I METE§ AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OF LAND LYING AND BEING SITUATED IN THE I CRAWf ORD BURNETT LEAGUE, ABSTRACT NO.7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRAC� BEING ZONED - S i H i I A PORTION OF THE REMAINDER OF A CALLED 22.97 ACRE TRACT AS DESCRIBED BY A DEED TO CHARLES 2 3 4 5 S 10 11 AND NARY E. TURNER RECORDED IN VOLUME 3331, PAGE 61 OF THE OFFICIAL PUBLIC RECORDOF TURNER r� ( 1 i BRAZOS 1© 11 12 ( I I I I _ �, r--+ COUNTY, TEXAS. i I I I BLOCI� 3 i I I ( I I SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: I I ( ( ( I I I { { ) I BEGINNING AT A 1/2 INCH IRON ROD FOUND ON THE NORTHWEST LINE OF ROCK PRAIRIE ROAD M G THE { I { I I I I I ( I SOUTH CORNER OF SAID REMAINDER OF 22.97 ACRE TRACT AND THE EAST CORNER OF A CALLED 23.0 ACRE 40 TRACT AS DESCRIBED BY A DEED TO HENRY P. MAYO AND WIFE, SANDRA K. MAYO, RECORDED IN VOL 1253, - - - - - - - __l L_ - - - _ 20 4Q PAGE $78 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS; - - 1/2 INCH IRON ROD FOUND BEARS: i SCALE IN FEET THENCE: N 4 r 44'50" W ALONG THE COMMON LINE OF SAID REMAINDER OF 22.97 ACRE TRACT AND S_ 23.00 � s � S 42' 20' 10" W 547° E _ 01 0.45 FEET ACRE TRACT F i A DISTANCE OF 871.91 FEET; 35.91 28.00 8.00 28.00 43.54 5b.00 43.57 28.00 28.00. 3f •00 36.00 28.00 47.89 THENCE: T UGH SAID REMAINDER OF 22.97 ACRE TRACT FOR THE FOLLOWING CALLS: tD O 10' PUE -t 00 2:5' PAE I 00 N c0 ( ) E (0 I N 42e 15' 10" E FOR A DISTANCE OF 115.00 FEET; e0 (TYP.) r- � (TYP.) 10' PUE � d- tel- Ln u7 w Lfi L6 In . Ln (TYP.) tD rO M t7 S 47° 44' 50" E FOR A DISTANCE OF 50,50 FEET; N_ � ' W - � � � f N 42° 13' 46" E I OR A DISTANCE OF 50.00 FEET; . Z Z Z Z BLOCI . AD ia- LOCK 1 Z Z Z Z Z ° „ j� _ W . I � I � I _ N j'( I I I I I I Z I IO S 47 44 50 E FOR A DISTANCE OF 12.02 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A VICINITY Y MAP O �) r I Cq r ? I RADIUS OF 25 00 FEET; , 5 I" 4 10 3 I _ .� IO 1 ( I 17 0 16 0 15 0 14 0 13 0 12 0 11 ` N/F N/F �� ro ( (`- (`- I `- (`- I T I � I I ALONG SAID � URVE THROUGH A CENTRAL ANGLE OF 90° 00'00" FOR AN ARC DISTANCE OF 39.27 FEET CH RD - _ r I . � .4 2.5' PAE _ 10PUE DIAMOND T STORAGE, LLC DIAMOND T STORAGE, LLC BEADS: N 871 5'09" E - 35.36 FEET) To THE END of SAID CURVE LO LO L0 10' PUE (TYP•) in LO LO. In LO . (�°•) i FUTURE PHASE 2 d. .- (TYP.) I ,--. 3 0.5693 A.C. TRACT 7009/255 0.5506 AC. TRACT 7009/255 - ° C N 411115' 10 FOR A DISTANCE OF 176.50 TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE HA G A REMAINDER OF 21.842 ACRE TRACT Z1"*1 ZN N :N N N N N N ° ZONED R ZONED R RADTUS of 25100 FEET; - . __ - ,' .,I- __ _ . -11`q_____N v __� d _ d - `� - __ _ __ _ -_ - - PUE U__.: ____.-' .. ____ . _ Y,_ _ - _ -_ - - - - � - �. (n 2.5 PAE (n (n 10 PUE (n (n , . , L _ _ _ 2.5 PAE I f t. -__ , __ _._�-. TYP 7 03 [n UNE TABLE LINE # LENGTH Curve Table L7 50.50' CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 39.27' 25.00' 090'00'00" 25.00' 35.36' N8T15'10"E C2 39.27' 25.00' 090'00'00" 25.00' 35.36' NOT44'50'W C3 39.22' 25.00' 089'52'54' 24.95' 35.32' S8T18'43"W C4 39.27' 25.00' 090'00'00" 25.00' 35.36' NOZ44'50'W C5 39.27' 25.00' 090'00'00" 25.00' 35.36' S87'15'10"W C6 39.27' 25.00' 090'00'00' 25.00' 35.36' NOZ4.4'50"W C7 38.24' 25.00' O8T38'15" 23.99' 34.62' S86'04'17"W C8 122.46' 463.50' 015'08'15" 61.59' 122.10' N5T4O'43'W C9 22.88' 396.50' 003'18'21" 11.4-V 22.87' N63'35'40"W C10 117.81' 75.00' 090'00.00" 75.00' 106.07' N8715'10"E C11 39.27' 25.00' 1 090'00'00" 25.00' 35.36' N87'15'10"E C12 39.29' 25.00' 090'03'11" -25.02' 35.37' SOT43'15"E C13 0.62' 675.00' 000'03'11" 0.31' 0.62' S4Z16'45"W C14 1 3.38' 625.00' 00018'36" 1.69' 3.38' N42'24'28"E C15 1 39.13' 25.00' 089'41'24" 24.87' 35.26' N87 -24-28"E C16 31.63' 25.00' 1 072'28'51" 18.32' 29.56' S11 -30-25"E C17 53.51' 175.00' 017'31'09" 26.97' 53.30' S33'29'35"W c18 68.80' 225.00' 01T31'09" 34.67' 68.53' N33'29'35"E C19 94.88' 75.00' 072'28'51" 54.97' 88.68' N11'30'25'W C20 39.25' 25.00' 089'57'10' 24.98' 35.34' NOZ46'1VW C21 1 39.25' 1 25.00' 1 089'57'50" 24.98' 35.34' S8T16'15"W C22 0.91' 625.00' 000'05'01" 0.46' 0.91' S4Z14'49"w UNE TABLE LINE # LENGTH DIRECTION L7 50.50' S47' 444' 50"E L2 50.00' N42' 13' 46"E -L3-. __12.02'-_S47- 44' -50"E - L4 50.00' N42' 10' 12"E L5 29.07' S47' 44' 50"E L6 5.63' N42' 20' 10"E L7 36.20' 1 N24' 44' 00"E L8 36.20' S24. 44' 00'W L9 12.00' S47' 44' 50'E L10 1.17' N73' 27' 23"W L11 40.03' N19' 48' 07"W -- _. - - �T yp) -_ �_ (TYP.) (TYP•) ALOINS SAID URVE THROUGH A CENTRAL ANGLE OF 90° 00' 00" FOR AN ARC DISTANCE OF 39.27 FEET (CH RD / C 1 111 BEAD N 02 50 W - 35.36 FEET) TO THE END OF SAID CURVE; L5 36,00 28.00 28.00 28.00 18.62 • Ge�; ?� 18.50 2- 28.00'. . 36.94 00' 36.00' 1$, ' N 420 10' 12" E OR A DISTANCE OF 50.00 FEET; N47° 44' 50'W -138.52' N47° 44' So'W -153.53' 1 �' � .. INSET A . S 47° 44' 50" E OR A DISTANCE OF 29.07 FEET; ' 1/2 INCH IRON ROD SET 'Ci' SOPH .ES. LANE /-L1 O N 42a 15' 10" FOR A DISTANCE OF 115.61 FEET TO THE COMMON LINE OF SAID REMAINDER OF 22.97 ACRE / TRACT AND B NA VIDA SUBDIVISION, ACCORDING TO THE PLAT RECORDED IN VOLUME 10140, PAGE 16 OF J / FENCE , ' 1/2 INCH IRON ROD SET 34' B -B PV,YIT - 50' ROW CORNER 11 A`: aS47° 49 48 E - 160.52' THE OFFICIAL 'PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS FOR REFERENCE A 1/2 IN CH IRON ROD FOUND I POST FOUND r S47 4C`' '•l4TE - 159.95' L6 • • • .... .. • .... • • • ... MARKING COMMON CORNER OF SAID REMAINDER OF 22.97 ACRE TRACT AND BUENA VIDA SUBDIVIS,ON 7° 44'.50' -55.00' 8'47° 44' 50'E -155.14' , ,. :...'.:4x:25'.:.'.'.'.::'.'.:'. '.::'.'.'.:'.:: ' :'.: T 1.4 27' :: •: •:.:.'.':'.:'.'.'.:'.' ' .'.' BEARS: N 47° 49' 48" W FOR A DISTANCE OF 260.09 FEET; / -- - 139.22 - 11 20..7.2::' ::' :'..' . .: :' ':'' {- . (j� `'7 86.99' S � t o.7t - - .. •........'..'. • .'..... .'..' • .'....' ' • •.'.........%...... '' ', . THENCE: S 47° 49' 48" E ALONG . . - ? 69.15' / . - . - ..... . ••,I • , THE COMMON LINE OF SAID REMAINDER OF 22 97 ACRE TRACT AND BUENA VIDA '. .', , SUBDIVISION FOR A DISTANCE OF 461.00 FEET TO THE NORTH CORNER OF A CALLED I -� \ / __-1 \- 1%2 •itjCH:: -- •.•.,.... . .'... .• ...' • .....'. 0.5693 ACRE TRA' O\ d 10'. PU>rT AS b 2 5' PAE c 10' PUE I ... IRON'ROD .... ..... , I' DESCRIED BY A DEED TO DIAMOND T STORAGE, LLC RECORDED IN VOLUME 7009 . / . 10' PUE / 10' PUE co / °q FOUND , :...'...........(..,., . ).'.•. • .......'..' ' • ....' ,PAGE 255 OF THE O ICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A 1/2 INCH IR ° 1 ON ROD FOUND BEAR 2.5 PAE TYP. TYP. r+j O , c0 (TYP.} O •.L .. • • ...' ,••.. I S S 42 20 10 W (TYP.) 9 ( ) 11 ( ) I ( 1 Q \ . ♦ rn • ... DISTANCE OF 0 4 a O % �\ _ .. • . i •�.:'.' FOR A D_ 5 FEET; O I • I 00to r't ( - . . 2 00 I , 6.95' .',('Tl'P,).'.....'. `• ... ..' ' ...'.'. E: BLOCK 3 I: I� BLOCK 2 N I :• ..'... . :..'.':' THENCE. ALONG THE COMMON LINE OF SAID REMAINDER OF 22.97 ACRE TRACT AND S �/_'.'�j I I ` \ .'.'.'.' • J • .'.::• ....'.: •.. SAID ACRETRACT -„ -,., N47° 44' S0" , , » N , , -„ - :. • ...'.. ' ......PRIVATE• ....'.'. `.. ', • { : •. FOR THE FOLLOWING CALLS: N47 44 50 b/ 115.00 W 112.00 4T 44 50 W 101.23 N47' 44 50 W N 123.45 :..•. 'DRAINAGE:.:• • • •;..: 'O . .0 O , .. .... , • . 'I:'... ' . • .. .. : •EASEMENT• ....'... .I, •.'.... S 4 ° 20' 10" F 0 0 I 0 [ 8.80 b '.'. , • . , . • • ... • . •o . .... • - ..... , 2 W OR A DISTANCE OF 255.63 FEET TO FENCE CORNER POST FOUND MARKING THE 20' PUE , o �_.' :' L,.. CORNER OF SAID 0.5693 A WEST w 106 8 10' Pu i aoI 12 00 .. r, .....'. , ..I.'.'... CRE TRACT; (Y) W - N ( E N iq N I N (TYP.) 9 N 2.5' PAE 9 I N • • • .'.',- .. •........ ;....; ','••, .'.I' (TYP.) , N CO (TYP.) t - • .....'.'.'. 1.".f..:'. S 47° 119'4'E FOR A DISTANCE OF 159.95 FEET TO A 1/2 INCH IRON ROD FOUND MARKING THE SOUTH CORNER �i - - - �, M N4T 44' 50"V!i 115.00' » - -„ - - ci , ......... . N47° 44 50 W 1 17.44 w OF SAID 0.5693 ACRE TRACT; N47 44 50 W N 1 12.00 N47' 44 90"F" N 108.85 r , „ N ,,�.... ,'.... :':':':':'.. a , :::.'::':':: :'::.'.'. :':::':'::• :'..:L .:'.:' . Q o 0 o I o ' . b b •L:....... . 1.'.'.'..'.:' ..'.'.'.' , • .'.':L: (. ° 49 �' I ( � I o n • • , • ...... • • ... , , 1'.: N 42 20 10 E FOR A DISTANCE OF 5.63 FEET TO A 1/2 INCH IRON R 8 a6 7 06 IN 13 c6 8 N I 1:7•. •.'..'.:...'... •.•..... ; ..•.•.• :... .. .. • .. ... OD SET MARKING THE WEST CORNER O' A , I•: .'.', CALLED 0.5506 ACRE TRACT AS DESCRIBED BY SAID DEED TO DIAMOND T ST �C N I (N' N � 8 I N .a .. 10'.'PVE STORAGE, LLC 7009/255 • -» -� „ ,., , ° -» - - • ,' -,, � • :':":' '••••••,•:'.. THENCh: S 47° 49' 48" E ALONG THE COMMON LINE OF SAID REMAINDER OF 22.97 ACRE TRACT AND SAID .5506 N47 44 50 N 115.00 N47 44 50 W 112.00 11 N47 44 50 W N 1 11.93 N47 44 50 W N 1 15.00' .' '.'..'..'.' A CT F W t11 I. I o O 5.07' -�•• , -• • • • .. • • .. , • . ••.• • • • ... CRE TRA OR A DISTANCE OF 160.52 FEET TO A 1/2 INCH IRON ROD SET ON THE NORTHWEST LINE OF ROCK w W O bI I . I O V) t� b .... • ..... • ....... • ..... •. PRAIRIE ROAD MARKING THE SOUTH CORNER OF 0 •0 0 00 I I I a, rn o , O • ..'..'.. SAID 0.5506 ACRE TRACT, FOR REFERENCE A 1/2 INCH IRO ROD �7 .. .. , FOUND ON THE NORTHWEST LINE OF ROCK PRAT IE ROAD IvtARKING THE EAST CORNER OF SAID 0.5506 'CRE r I. N 14 c6 7 N N 7 ::: �. ' 1`0 INoy N t , N I N • . COQ t'V . •. •I'.'.'.'.'.'.'.', ..'-'.'.' ' ' ' ' ...'.'.'.'.', ...'.'.:'.:' TRACT BEARS: N 42° 22' 16" E FOR A DISTANCE OF 15 . N - - �� ' • • .... O OO FEET; ' ' I .�. . N'If 7 44 50 W N 1.12.00 r N4T 44 50 W N 1 12.00'11 - ' '^ •'•'- • . ' ' 1 tV , -» -- N r N4T 44 50 W ry 115.00 , .• ..... ' ' '.........:.'.'.'.'.'...'.'.'....'.'.'..... . .• .... , . • ..:� TO THE POINT OF BEGINNING CONTAINING 9.223 ACRES OF LAND, MORE OF LESS. BEARING SYSTEM SHOWN Z d' !'� o I o r7 I (TYP.) 0 �a� 0 0 � .... • • - .. • ... .. •.' . • '. ' ,'.. • .... ... • •- •:1- .�. Cy . HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. SE p_0 ' o b' N ^ 'rn 10' PUE 15 r° 6 co '` ' o I � ...'.', •;..'.. -'.. .. ... �, 2014 FOR MORE DESCRIPTIVE E PLAT PREPARED FEBR ARY ti o I I 0 C TYP. 10 Z V r) 6 15' POE ( to , , ' • ... , . .'I ... IVE INFORMATION. - - - - - - S4T•,44•-50."'-"* ,. 8:9$".-.'.' ....'.'.'........'........•... p .:.:':''''.1 • • .� ..'[`?'. IM 10' PUE 5 Col 1 ( ) r� � - - - : , ---r..•.. .. ..... • • .. .. • •. NOTES: (TYP.) 2 5' PAE W _ , » �. -- - --- _, - - - -------- TYP. J - 4 _:5n__er -- -- _1 . --e f f, _ _ ,_ - n-7 _n -_ - ( 4 50.-.W . _ 1 12.OQ r. T, , , ,�� ti. 1 r CO �! 1a�+7 44 OQ v N--- _. V ...... .. ._...... ., _.._-- __ _ _ _1. _ BEARINCx, SY. TE _ c a r c M - HO.WN HEREON IS . BASCD ON G .l n c_ _ T4 c wee. _:, -_v_ L. _.. _ . _ _ -___v _._ . -» ,Q �., 1 IO,QU y. D t ,RTH A� S BL! HED FROM N47 4 N _ - _ _ _ _ _ :. :.::-= .:'. oesERVATib 4 50 w 115.00 0 ( - :.:..: :... :. :.: ::I ..... { o O .....:............ .... .....' ....... +...' p 0 O _ O O N4T .4.4,'' -50"•W -M.66:98' • �..... . . oI tV tV n� 16 r') 5 to' PUE �_) 1� Ico W .'.'.'.'.'.', ...::'.'.'. ..'.'.'.'..'.. ....... ,.'..:'.'.....'.'.'.'..'................................' ' i 2. THIS TRACT DOES NOT LIE WITHIN A aD L,. ap 2.5 PAE I T I TIP. � � r� 10 PUE 5 r,1 ..... ,.... ... , • ... ••• ... ....'.'.'. '• • ..'. ••• ....••• ... I..{.'.' F.I. DESIGNATED 100 YEAR FLOOD PLAIN ACCORDING TO THE ,: :• :.. , ,. I , ,. R.M. MAPS COMMUNITY PANEL NO. 4804100305-E, EFFECTIVE M Y 6, 2012. 2.00 N I N: ( (TYP.) N ( ) i ," (TYP.) :,.....'15'.'PRIVATE'..:.:.:.'........' ' . ' - -4 ( .DRAINAGE' .. '. �.' , .... !/ -„ - -„ - : ca �'' �p os zaJ N47° 44 50 W N 1 12.00 N47° 44 50 W N 112.00 W -" - EASEMENT-:• .....: , • .... , . • • . .. • . ... ,. • :I....'.. , V-- 3. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL <'1TILITY DISTRICT. N47 44 50 U� N 115.00 w N4T 44 50 W N 115.00 :. L'.: - WATERLINES ILL BE THE b -O b b p p b • . • ... 111 I� DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS 0I Io 0 0 w 63 Io I 0 :. .'�.• ....... .• ...... • ... {, • AND STANDARDS. THESE I , , WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS T a0 I O ZON1N�. UNE ...... r c 3 00• N I 17 0D ( ao � a tT •a6 4 • • • • .. r a. MEET FIRE PROTECTION REQUIREMENTS. . .cv N r: I N ( 4 N. N N ... - ... 'I.•..r••.• • tm Q . ZONING LINE -- I _ _ _ _ tv - tv I BLOCI�:1 :.- ...:':' .'.'.::':....::'.'I '.'::..;.:'.'::'.' ...'::'..':..:::.' :• • ....I. , •'.'.'. p Z ` ' " » , I% 4. ELECTRIC SE' VICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY B N4T 44' ,-)u VV N 119.65' a � N47° 44 50 W N 112.00 N4T 44 50 W N 112.00 �j cn -N • - , ......'.'.'::'.. ..'.'.....Q ': .'.'.' ' ' •'•'•'.'.'.':' . ' .':' • • ..•.' ....... •.% .... RYAN TEXAS . UTILITIES (BTU). N4T 44 5Q W 115.00 I . f W ADDITIONAL SEMENTS WILL BE PROVIDED AS REQUIRED BY BTU. I w . i ,� i �. i �� ` ( 2.5' PAE 10' PUE O Ip O W '0 b • ....'..' �_.. , :.'.:,,,. • ....:.'.:.; :• 7.'.'.'. I I D� (TYP.) I O oI .o I O .. .. • ...... .... , • ...'.{ ' ^�• 2 (Tr►'•> ao N 1 g °No 3 00. � P. .06 00 .. ••... • ,•......... '• ... ••• ••• •-•.....'....' .'..'.' •'...' • •'. 5. ALL LOTS WI L MEET SETBACK AND OTHER REQUIREMENTS AS SPECIFIED Ci .' I I I ( N op `� 3 :.. : �• • '' STATION UNI IED DEVELOPMENT ORDINANCE N THE CITY OF COLLEGE _ _ - FOR THE ZONING CLASSIFICATION IN WHICH THEY LAY P. G N ... ' w FUTURE PHASE 2 , , , „ , cn rdi , -» - .... .... r........ , '.' PRIVATE.'.: .. .'.' ', '.' P r O • N47- 44 50 W N 137.95 4 N47° 44 50 W N 1 12.00 N47° 44 50 W N 1 12.00 N47' 44 50 W N 1 15.00 .. . '• .... ' '. •'. I... , , . 6. DETENTION P NDS AND COMMON AREAS WILL BE OWNED ' REMAINDER OF 21.842 ACRE TRACT I b I T7' b .'.' :.'..... ::• okA►NACE :.:.'.., • „I. - • AND MAINTAINED BY THE HOME OWNERS ,.6 0 0 0 I 0 . , .. .'.EAsEMENr ... ASSOCIATION (HOA). Li o I :'.I ' . _ _. I o' .N 19 2 a6� CO . : ' •- '20BLOCK 1 I N N N 2 00 :'.' ' ...:'.' :.':'.'.': ............. -.-_----.---�- • .'. '.':'.':' .. •...:'.'.'.':':':' • ..:','.' :' '{'..'::.:' o . �.. - :, :,- ZONING THIS T (TOWNHOUSE) & GS (GENERAL SUBURBAN 1 7. THE NTNG OF S TRACT IS )• .. i o N4T 44' 50» N ' ' --" -N , 7 - f " • . ..' 1 • • . . .' I W 112.00 N4T 44 50 W 112.00 0 b N4T 44 50 W N 1 15.00 .....:...... ......:. ........... ..• :....'... :.... 1 2" IRON R os wILL :' • L.'.i. • , �' • ',' P"- . .' , ro • • • , • f . , . , 8. / BE SET AT ALL LOT CORNERS AND ANGLE POINTS UNLESS .'io •RuE:.......:. '�', ::. "'�- I �? J: .... :,� • .. , _ NOTED CS `%%. . sr.\ •N4'7r.'.:44: -.'.5fl W:'.7;.'.'. . • 0o I �. .. . TYP: �. 1.34:49 BLOCK 2 I . I -06 I . , , ... .... ... OTHERWISE. ....0 ).... srI`--. ..... 7.42 0 o Gl .. .... 10' PUE 10' PUE rn NCE >9. .. 9. DISTA S SHOWN ON CURVES ARE CHORD LENG THS. o Ste•.. 20 J ..... .... I V* <f (TYP.) 1 / (TYP.) ri . :.' • :..... .... • ....:.. ,-::<'..':' :' . . 0. -... �... X. .. -� �._ - I {.'.' 10. THIS AREA I� W THE STEEPLCHAS E SANITARY SEWER IMPACT FEE AREA. IMPACT FEES SHALL BE .:ai.'...'.': , ....:.'.'......'.':'.'.'.'.'. ..'.'.'.'.'.', ..'..'. .los a?�S .:. : • :. • .. • , . .. • -:r:'.' co ...... , 87.00 87.00 ;.J` • .... ' ..:'.:':'.: • • ..'..'... TNG PERMITS. (� : C.O.�N'. .... PUE ... ... .. • .... , ,_ • . . 88.62. w O ..'.% • ••.', .: ..........::':::(11f?:)'..'.'.':•'•'•'.:.;•- ..'� ... • .... 64s� N47° 44 50 W -174.00' , , _ , 11. DRIVEWAY ACCESS FROM RESIDENTIAL LOTS SHALL NOT BE PERMITTED ONTO TOWERS PARKWAY. j o :... ....'.'.'.'.'... N47° 44 5o w 245so I L ,- ......... ,. A�A '.'...'." • • .'.'.'." ••• '•'..'.' . , 20gg 12. TOWERS PARKWAY SHALL InIll• ':' ' .'.. �... %,.. 3 18' . I HAVE BIKE LANES. 111. ' ' • 13. EACH SINGLE: FAMILY AND TOWNHOME LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST .! -�' �• TOWERS PARKWAY rn t INCHES IN CALIPER OR ONE 4 INCH CALIPER TREE PER ORDINANCE 3222. :'..':' ......' • ..'„C.e �Q� �'� 38' B -B PVMT - 6T ROW p �` j N CITY OMIT UNE y TN1�lbG 1 Gt hd/ �.A I 16' PUE 12.11' { 352/555 C4� nu i_ _ - -- - _ _ - - ---- -- - - - - - - - _- __ -__ - - ..- - �ERTIFiCA, 2-1 r _ _ / OF OWNERSHIP AND DEDICATION -_ _:�, NCH .ROtti RO,., , Ol.,.d _ - STATE OF TEXAS N/F --- � � - , 1: FIN I LTv 3 ,� ". I_ COUNTY OF BRAZOS CERTIFICATE OF CITY ENGINEER CERTIFICATE OF PLANNING AND HENRY P. MAYO AND ZONING COMMISSION WIFE, SANDRA K. MAYO 23.00 ACRE 1, David ScamQrdo, Manager of DWS Development, owner and I, _____, ------- -------, Chairman of the PI ' EQUINOX SUBDIT 9 p __ City Engineer of the City of 1, - arming and Y ISI developer of the 9.269 acre tract shown on this plat, and College Station, Texas, hereby certify that this Subdivision Zoning Commission of the Cit of College Station Texas TRACT 1253/$78 Q ON designated herein as Equinox Subdivision, Phase 1,Q. the City conforms to the requirements of the Subdivision Regulations hereby certify that the attached plat was - 9 Y Y p s duly approved by PHASE 1- 9.223 ACRES of College Station, Texas, and whose name is subscribed of the City of College Station, Texas. the Commission on the ____ day of hereto, hereby dedicate to the use of the public forever all 20-_. BLOCK 1 LO - . streets, alleys, arks, greenways, , TS 1 17 y p g ys, infrastructure, easements and public places thereon shown for the purpose and consideration - therein expressed. All such dedications shall be in fee simple --------------------------- BLOCK 2, LOTS 1-20 unless expressly provided otherwise. City Engineer ---------------------------- � : ___ chairman - BLOCK 3 LOTS 1-9 I. ----- � LEG] ,ND11 . -David Scamardo, Manager / ` CERTIFICATE OF THE COUNTY CLERK / I \ FENCE CORNER ` STATE OF TEXAS STATE OF TEXAS 61 POST FOUND COUNTY OF BRAZOS CERTIFICATE OF THE SURVEYOR COUNTY OF BRAZOS / �8' I, - --, County Clerk, in and for said ' O _______________ I \/ Before me, the undersigned authority, on this day personally STATE OF TEXAS county, do hereby certify that this plat together with its appeared David Scamardo, known to me to be the person COUNTY OF BRAZOS certificates of authentication was filed for record in my office whose name is subscribed to the foregoing instrument, and the ____ day u ____________ / _, 20_�, in the Deed. acknowledged to me that he executed the same for the 1, Brad Kerr, Registered Prrfessional Land Surveyor No. 4502, Records of Brazos county, Texas, in Volume - Page purpose and consideration therein stated. in the State of Texas, hereby certify that this plot is true and __ \ -y / correct and was prepared from an actual survey of the \ *--A0 / Given under my hand and seal on this -- day of property and that the prop -arty WITNESS my hand and official Seal, at my office in p p y p party markers and monuments were/ _ __T______, 20___. - placed under my supervision on the ground. Bryan, Texas. \ , BLOCK 4, LOTS 1-5 CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS JULY 2014 SCALE: 1"=60' WNER: ENGINEER: HARLES I. do MARY E. TURNER 270 ROCK PRAIRIE RD W COLLEGE STATION, TX 77845 Schultz Engineering, LLC DEVELOPER:COLLEGENSTATION,RTEXAST7 845 .1 DWS DEVELOPMENT, INC. 979.764.3900 �. ` i � PIO. BOX 4508 R.P.L.S. No. B YnN, Tx 77605 SURVEYOR: ~------------------------ INSET A BRAD KERB, O R N0. 4502 -- County Clerk N.T.S. KERB SURVEYING, LLC Notary Public, Brazos County, Texas Brazos County, Texas 409 N. TEXAS AVE. I IiLJ 1161 BRYAN, TEXAS 77803 1-1 ,, i, 979.268.3195 b-1 jv�Q t, !ice�•-���`7 i i. CONSTRUCiiON NOTES: 1. THE CONTRACTOR SHALL BE RE5PONSIBLE FOR VERIFYING THE : EXACT LOCATION OF ALL EXISTING UNDEiiGROUND UTILITIES. NOTIFICATION48 HOURS IN OF THE UTILITY COMPANIES ADVANCE OF CONSTRUCTION I5 REQUIRED. DIG TESS.800 344-•8377 t ) ATMOS ENERGY: (979) 774-250 5U 79) 595 DDEN LINK COMMUNICATIONS. (9 2429 VERIZON 9 (79) 821-4770 1111 I I cn 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER I (E I 24 2e I I rn I MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT I ( II FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATlQN 5 _ 8 . st 2z 23 I 11 I 24 3 as OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 6 7 9 to n t2 to to �s to n is 19 -n {{ � i ( I � u O 3. 71iE CONTRACTOR IS RESPONSIBLE FOR INSPECTING ANO III I ( I MAINTAINING THE EROSION AND SEDIMENT CONTROL DE+nCES. HE 8 RRA KS SUBD 31 SO ( !) ..._ .._. O �3 ZG 2� ( INSPECTIONS SHALL BE HONE EVERY 14 DAYS AND, EVERY 25. 27 28 JO RAINFALL EVENT OF 1/2' OR MORE. THE CONTRA OR SHAD PHA E 10 PLA 11191/123 — 1 i — �t o�ti ,� I I a 22 24 1 CT _, — •_ �/ (" REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. Z01 TED - PDD L�4. ( I I THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL ` W LOCK 4 PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 311 _ 100 PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED / r-1 AREAS AFTER CONSTRUCTION IS COMPLETE BY HYD OMULCHING AND I 5 I SEEDING ALL DISTURBED AREAS. S-8 5-6 S-5 S-6 9—S LT FENCE 9-S 9–S S. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WIT' THE 2012 CITY _ sI� 1 - 1 - _ OF BRYAN COLLEGE STATION STANDARD SPECIFICATIONS AND I / VICINITY MAP ----•.--,.�, DETAILS FOR WATER, SEWER, STREETS SI47£wA1xS ASID DRAINAGE. DE*N ON KEEYER LOOP ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEERS OFFICE. 1 : \i — _ I I ( W $ W $ W $ —W-8 W— —W—$ 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA ST DARD 29 CFR PART 1926 SUBPART P F REQUIREMENTS. OR TRENCH SAFETY 'i 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES / F ONCE GRASS IS ESTABLISHED. _ 311 BUET TA VIDA S UBDIVISION PLAT yY 9. i PROTECTION P t NLEi R TECTION TO BE INSTALLED AT ALL PROPOSED AND 10140/169 EXISTING INLETS ADJACENT TO THE, PROJECT SITE. 1 � ( I .. -..• _ 1p / G _ I 10. THE CONTRACTO S d ISTIN T D / / I ( ZON(ED GS ( { I l I i 4 R HALL REM V£ THE TD( G 0 OIL AN .`' I 1 Z 3 STOCKPILE FOR REUSE FROM ALL AREAS OF GaNSTRUCTION. : ( I 11 . 12 ( w FUTURE PAPA BEAR DRNE % / 7 s 9 10 , � / ( I I I I 27 B -B PVTVIT - 50 ROSY/ M /� ( BLOCK 2 ,,h I t I ZZE CONSTRUCTION EXIT SILT FENCE N —I— -- — SILT FENCE — I CHANNEL N0. 100 / - /// . • . / r 22 11 3z7 / gg / a , PcD.E- tO .� p.U. E r 60 30 0 60. LOCK CK _ ! LOCK 1 : r / TVP. € SCALE IN FEET Fr:��ur.E B C >K II SiJBD�SION ti .: N/F N f 17 � /F , r G / 5 4 3 2 2 1 15 4 I , • / 1 � 13 12 . a 10 16 HA 01 � � I � DIAMOND T TORR. w. � � DIAMOND T STORAGE LLC STORAGE, LLC ry q P.U. P.11.E I) • h f � 21 10 - � �. � / L J / _ �1. / 15 NE DD � % o :: � ( ) TVP. I y / t ) 0.5506 AC. TRACT 7009/255 ---.. I .. � - 15 15 0.5693 AC. TRACT 7009IZS5 EXISTING P.0 m % ) � "a P.U.E 327 N : 32S 328 •,A { ) ..: ZONED R CULVERT & ./ TVP. f ZONED R it - DRIVEWAY TO - . • .. � � BE REMOVED / t I ! tt SIT CHANNEL N0. 100 L FENCE 20 9 � . r _ / 2 R Y DRIVE . A / M - 3 i I S B P T> ROW 2 2 ti 1c 6 '? 1 .. yJ 1 .. ry - 8 327- 26--- r _ i P.U.E 1� 15 P.U. 10 11 RVtl � 10 •-326 P.D.E .._--5-�7 r f 10 .--- .r•--- 26 _ MN W2 W P.U. INC f E s Te�..nvE'> � �.-. �BLO K 3 i I �FOCK 2 a 2 PRiV`ATE I cv! 7 3 — � D AINA-w-2-i h SEMENT �. 9 a ! s - f 1 N l 18 7 J // � r i 15 or J P.D.£ 2 --- , M 11 I i / / h N ' r I 13 $ _M I .. / 7 � 8 _ o ..-- I r TE� d j SIDEWALK f / W-0 '� W-4 1d, I r t O 14 7 i N s P.D.E �� 7 CO OZ�! lot CHANNEL NO. 200 4i W P.U.E G — — �• -- — DE TIO �, M 17 `� H G f TVP.) ;, ( 10 w as 15' PO D 1 BLOCK 9 w+ --� /1a' u.E N ; III a BLOCK 10 / as 15' 15 w M I i'15 P..£ I l G I ( ti G P r tr P.U.E .D.E f 1 • . . • ... SILT T£M.ORARY 10 16 5 , / tv r+ .: I/ / M / _ ACCESS ' ' % EASEMENT M ( P-JJ.E r % q N NN -- -_ i ?1 M 3 17 1a \ 4 �., o s -NNS OiM ZONING UNE / m - • / P.D.E tct 3 3 �,ryMM N ✓~I BLOC -K-1 PRIVATE / IM s f / _ - — ._ e'er I'll v wATERI.�iE ` I: ut RWNAGE 15 4 1 j 1 ASEMENT - - '326 i2 3 W-3 s~ I 3 , NCF / f N t p I HEATH PHIL TME NTS, LLC - 61 REM. 108.8 REKC--T9627/7-3 P.D. 19 — 2 2 M - , IE ..i' -NI Al gid' • , M i �a j O 14 3 ,..^ TEMPORARY BLOCK P.u.E sa. I E ' j I ti \ . a . �` .U.E ZONING + j ( TURN -AROUND INLET wA % 20P.U.£, I UNE I j1 PROTECTIONLT FENCE t j 1 ._. -- — — ! �- SILT FENCE --.,A t5. t . ---' PUBLIC ;Po ., h t - ' q OMMOOh� f. v. :+'r, ,r -, , ,. '• r r• •:, i,; j ..--•' ` RAINAGE �,�• _ 3 t'• rt.• 1,Y, ;r[•{:�i- •fit• aY •'�:.1•..'nf.. 4. �•.•>: 7777-71 ..F•• - _ -- — - UNE _ _ _ ...:.. :• UNE r s � a 3 WERS PARKWAY , B B PVI41T 67 ROW 29 M , �_�_��,.�✓ ' N CaNSTRUCTION EXIT .. r7, l i L• >•l• •f.1. •}.:.)r ••� i. ••r: i1•• j,... �.. .Y f: •f t -Y: ...KP• Y'., ,Y• f �`y 1 ... - 1 -Yr i.l••."�R•♦ ,+v:.•.i.. :� •rt •?.. {..� ,.I•f ,r4�: :•:�f '•f•. R,. -Y •,5r,r• RA-•• / : 16' E OEM • � 352/ N/F CITY SILT FENCE . 12 1 LIMIT ' T HENRY P. MAYO AND WIFE LINE • SANDRA K. MAYO 23.00 ACRE r „ TRACT 1253/878 2 x4 WIRE MESH .LS , � (OPTIONAL) FASTENED TO T–POST _ «' FUTURE O OR WOODEN STAKE _ i TOWERS PARKWAY _ - y 38' B -B CONCRETE PVNrl' - G7' ROW SEDIMENT CONTROL .. FABRIC. . _ GRAVEL BAG / LE GEND .... • ; 0 ... • . .. ,;... ,,. .. �., -. _ FASTENED SECURELY TO s" MIN: DEPTH STONE *VARIES T–POST OR WOODEN STAKE " GRAVEL BAG (ASTM D448, 3 TO , 'METAL T -POST OR WITH OPTIONAL WIRE MESH PLAT BOUNDARY — —328--- — EXISTING CONTOURS 5 DIAMETER) OVER TO 100 - GEOTEXfiILE FABRIC 5a © WOODEN STAKE AS -..Q...- m o LOT LINE WITH SAME SQUARE U REQUIRED TO MAINTAIN. STREET RIGHT–OF–WAY UNE STORM INLETS FOOTAGE. SPACED 6' APART PUBLIC UTILITY EASEMENT m JUNCTION BOX A . - T EXISTING EASEMENT UNE ST ST STORM PIPE r� Qea= mm PHASE LINE PROPOSED SANITARY SEWER 8„ OF FILTER FABRIC TO ZONING LINE S-8 EXISTING SANITARY SEWER EXTEND INTO A TRENCH mrs -- EXISTING STREET CITY OF COLLEGE STATION CITY LIMITS W--8 CITY OF COLLEGE STATION CITY LIMITS - -►� :+MINIMUM 12' SHALL BE FULL AND BE ANCHORED WITH O PROPERTY CORNER FIRE HYDRANT COMPACTED BACKFILL • 6 GATE VALVE WIDTH OF SITE ENTRANCE OT .�..•. .....:; .. ,,.... 6 MIN. NOTE'. DIRECTION OF now �, , z..� • .w... , __• SIDEWALK BATCH _ PROPOSED STREET LIGHT DRESS WITH ADDITIONAL STONE TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND OR FILTER SEDIMENT–LADEN a"� // CONSTRUCTION EXIT` �y / 11 �,I,, YiC4 P.U.E. PUBLIC UTILTIY EASEMENT AS NEEDED. STONE IS TO 8E RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO. A STORM DRAIN INLET 4 dgj INLET PROTECTION � w - P.D.E. : PRIVATE DRAINAGE EASEMENT GEOTEXTILE MAINTAINED SO AS TO PREVENT OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC „ FROM TRACKING MUD ONTO CONDITIONS. GRAVEL BAGS S REPLACED UPON 1 4 - FABRIC. HALL BE 0 FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL , ADJACENT PUBLIC STREETS. BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON I 20 ALLOW 2.5 TO 5 AT TOE OF OU PR T INSTALLATION OF AN INLET. 4 X4 MIN. TRENCH SECTION A -A SUBGRADE „ .t SLOPE FOR SEDIMENT TO * GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4 OR LESS GRAVEL. - ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. CONSTRUCTION EXIT SILT CONTROL STORM DRAIN INLET PROTECTION SILT FENCE ASSEMBLY _ N.T.S. N.T.S. N.T S i ■ , THE SEAL APPEARING ON THIS S ph u l� Engineering, L� L JOSEPH P. SCHULTZ, P.E., L CENSE 2730 LOn mire Suite A N0. 65889 ON AUGUST 26, 2014. g , College station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN „ APPROVED JOB NO. DATE KERR DLD DLD JPS 13-295 AUGUST 2014 SCALE VERTICAL N/A HORIZONTAL 1 "=40, __ PLOTTING SCALE: 1:1 - FILE NAME: 13-295 SHEET . i i Ell S3i,�,4b� i4�i 4633 DRAWING UPDATE SYMBOL LEGEND Posted Set- Local Authority Al Addendum 'I A2 Addendum 2 Addendum 3 Posted Set Update SPR Change Proposal Request (CPR) M� Minor Change . 0 5 SILL HEIGHT AT 42 F. F. -/ CEILING FAN STEEL POLE na.o� CMU BLOCK, PROJECT NUMBER TYPICAL AT FLEX. OF CES WITH LIGHT KIT LIGHT GREYi ,, .. CC PROJECT #1314 NOV 2 6 2014 UULL ab Y=L. SHEET NUMBER SHEET NAM UQ DEVELOPMENT SERVICES ; f FLAT FILED*..,-.,-,- A=A7. EXTE �IOR