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HomeMy WebLinkAboutDove Crossing Ph7i 1 I i , ► 1 it 1 Z I 1 Q ---------- --------------- 1 I I ------------- ------------ PHASE 6 Z I - -,C- BLvrCK / 6 X PG. 209 X -- --------- 1 I I LOT 13 1 1 1 , , , 1 I I ----- L-------- ------------------------------------------ ---------------------------- ----------- O DOVE RUN TRAIL -50' R.O.W. F ------------------------------------------------- SCALE: 1"=50' 1 1 3LMCh :5 I I I 1 I ------------------- - - II -- ------ Z I 1 Q ---------- --------------- ------------- ------------- ------------- ------------ PHASE 6 Z ----------------- - -,C- -------------------------- X PG. 209 X -- --------- i PUBLIC------- uTILITYEASEMEN---- ------------------------------------------------- ► VOL 10759, PG. 116 �' P 77ED I 1 , 5' PUBLIC UTILITI EASEMENT VOL 10759, PG. 116 DOVE CROSSING SUBDIVISION 5' PUBLIC UTILITY EASEMENT , z I 1 : w•I. _ ,,?�,�0� LOT 5 PLATTED ( PHASE 5 VOL 10759, PG. 116 �- 1 Bi_vil�. - • } h� I ; ; VOL. 10759, PG. 116 'PLATTED °� a- I w o ®'- i LOT 1 1 I I 1 I 1 I LOT 5 I I I I I I 1 I LOT 9 1 I I I I I 1 LOT 12O�''� I "� �. >'` 4jA I I Z O I 3 o .. iz I �c Z�I > 1.. , I1- Z pu- 1 -.O -.B -.l ' ( to Z a o $ 1 ;VOL FP 10' PUBLIC UTILITY 10759, EASEMENT PG. 116 f3) = t7 COIL-----� ; O w .�., 3 Pte- ----e- --- ---.U)O N W Q L ------ -- --- - ----------------------------- - ------------ -------- - - -- - ------------ . • a N 41 55 21 EN785.00- r----------- -------------- --- ----------- ---------------- -------------�-`f�------------ ---------------------------- ------ {' - Z Q U7 = c 01- Z-' -- -�, --, -- -- -- -- -- -- -- -- 61.00 71 , ., 61_00 61.00- 61.00 61.00 61.00 61.00 62.50 _ 25.00 ' 25.00 C� - ____ °- '- i _--62_50 r ----- - ----- --- ____61.00- - ---- - -__-61_00 --_ ----- - ----- - --_ ---- -_-_-61.00----- --------------- - ----------- -------------- -------------- -------------1 o , F------------------------------------------------------- -------------- ----- ----- ----- - ------ ----- - - 0 p ' Q c°°i ; 10' PUBLIC TIUTY EASEMENT ' ' ' M v> ' I Q a m 3 • ; o o 0 0 0 0 0 0 0 o ai nrK �V V 0 o ��+ LV 0 o o 0 � b 0 o 0 o -� � a� o r= I z = L�' � � W � •' O 1 M O d' ; 16 1i) to In to to ui Ili u) In ui W ; o j w Op � �' DOVE CROSSING SUBDIVISION Q M o Q I l; LOT 24 z 3 I LOT 23 z 3 I LOT 22 z 3 I z 3 LOT 21 I LOT 20 z 3 I z 3 LOT 19 I LOT 18 z 3 I z 3 LOT 17 I LOT 16 z 3 I LOT 15 z 3 I z .- _, W �- 3 m w' d LOT 14 I f- w 3 o �} c: FUTURE PHASE 9 `l I I x v>, op I �, �, �, �, �, �, �, �, �, �, �, a OJ o��pp UNPLATTED I ; LU IM IM IM IM IM IM IM iM IM IM i� O ;d' m LOT 6 ; Q Z; P P P o P P o P o d O o .- ; IW d� d� d 00 qttt 1* oPp ,t d� d� d� d� 00 I O si• I I '.` Z Z Z Z Z z z Z Z Z Z I � P 5' PUBLIC UTILITY EASEMENT �� --=----- ----------- C '--'37.50'-- -----61.00'----- --- 61.00'---- -- -----1;1.00•----- •----- -- --61.00 �- ----- 61.00'---- - 61.00'---' ---- ----- ' ---- ,----- 61.00'----- 61.00 ----- ' 61.00---'- ----- ' '-- 61.00--"' -"37.5p � p I �. ------------ C _ -------------- _ _ -------------- _ _ ------ _ o S 41'55'21"W-685.00' I 50.00' DOVE CHASE LANE N 48 04 39 W N DOVE CHASE LANE -50" R.O.W. N 41'55'21"E-735.00' N41.55'21"E N S 48'04'39"E 50' R.O.W. 50.00 .a - - - - - - - - -, - - - - (27 B -B ASPHALT PAVEMENT) - - - - - - - - - - - - - - - - - - - - - -Q-- - 0 50.00' BLOCK 1€,s LOT 12 o I- a N N 41'55'21"EN685.00' } N, 40.00 60.50 60.50 66.50 60.50 60.50 60.56 60.50 60.50 66.50 60.50 40.06 C'� 3 oD G ,------------------------------------------------- ------------=---------------------------- -------------------------------------------------- i r--=---------- -------------- -------------- ------- a u� 10' PUBLIC U11U EASEMENT F ' j o 00 in i M o 00 in 0 o OD In Op = I w I 0 a) O) 1 O) 01 OD OR 1 OD n f\ 3 ; ui t6 ui ui ui Tri Tri to in ui � Z ,3 N rn .- Jnr �7 I � I r- •- •- •- J M R w I r d- Z' a- r L.V •- f -i. `- z ' Z Qi N U� ' W m O I M- EC Sp 2 2 z 2 z 2 2 3 2 2 2 .- W F N !`� 1 13 13 13 w' 1 6, 1a, 1 6 LOT 7 16, LOT 8 M 1 �_� � 16 LOT 10 1 6 LOT 11 1 D H a W. M 1 I Oo ��• ad {.� � � O d' LOT 1 e> LOT 2 in LOT 3 0� i- v 1 rn LOT 5 m LOT 6 rn Zi m' d' t0Q 1� Ir7 Ire fro O m�, 1r� 1rq 1M Irq d 1, mN 0 1r7 IM I,� 1 �� Icn � � -�,,p cG pp , it �f �l -I Q �! �i d a P Q J �f d in ' P et d. , S� P O O W' P P P O OD ' �W ;� P O ' N , OD 00 Go 00 00 OD 00 00 00 00 1 Z j Z z z ; z z z z z; z z z / m 25.0.0 25.00 ' 10 PUBLIC U11UTY EASEMENT I ,'---_-_______ ROD ��------------------------------------------------------� ----------- ------------------------ -------------I L--------- --- -- ---- ------------------------------------------------- ---------------- ND . , 39.99 60.5.0 60.50 60.50 60.50 60.50'---:L60.50 60.50 60.50 60.50 60.50 40.01 C,wr1/z IRON S 41'5356"W-685.00' ROD FOUND S 41'33'40"W EAGLE AVENUE -60' R.O.W. 50.00' VOL 10759, PG. 117 -PLATTED (38' B -B ASPHALT_ PAVEMENT) CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS I, EDWARD FROEHLING, owner and developer of the land shown on this plat, and designated herein as the DOVE CROSSING PHASE 7 Subdivision to 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. • EDWARD FROEHLING, OWNE STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared EDWARD FROEHLING 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 �sttated. Given under my hand and seal on this Qp _ day of 1 J#L "� 2017. / ,n ,, %} KEVIN J. PFUNTNER MY COMMISSION EXPIRES Notary Public, Brazos unty, Texas r' FEBRUARY 13, 2018 CERTIFICATE OF CITY iENGINEER C% "►" ----------- �-jam, --- City Engineer of the City of College Station,n Texas hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. Cie Engineer City of College Station K DOVE CROSSING SUBDIVISION PHASE 6 VOL. 10759, PG. 117 COMMON AREA NO. 2 4.35 ACRES STATE OF TEXAS COUNTY OF BRAZOS County Clerk, in and for said county, do hereby certif t this plat tog4hpr with its certificates of authentication was filed for record in my office the dof-, 2017, in the Deed Records of Brazos County, Texas, in Volume �31 _ Page _ WITNESS my hand and official Seal, at my office in Bryan, Texas. County Clerk, �t�D Brazos County, Texas CEICATE OF P NTNG AND ZONING COMMISSION Chairman% of the Planning and Zoning Commission of a City of College Station, hereby certify that the attached plot was duly approved by the Com ' sion on the <3 . day of 2017. CERTIFICATE OF SURVEYOR AND/OR ENGINEER STATE OF TEXAS COUNTY OF BRAZOS I S. M. Klin Registered Public Surveyor, No. 2003 in the State of Texas, hereby a hr . 91 9 Y � 1 Y certify that this plot is true and correct and was prepared from an actual survey of the property and that property markers and monuments were placed under my supervision on the grouOl01111111011ir&, IT KlirTd, R.P.L.S. No. 2003 R . F9 S.M. KLING ............................. 2003 �. 'Po Q• `-�y•.•FFss�o�•�o S U -�- ------------------------------------- V. =r ._ :_ I ♦ LAKESIDE VILLAGE SUBDIVISION I PHASE 2 - 6.9 ACRES I ' %BLOCKS 3 & 4 I VOL. 8188, PG. 101 I LOT 16 BLOCK 3 LOT 15 ` BLOCK 3- ' yI , OF CC - - =- NOTES: 1. BASIS OF BEARINGS IS THE RECONSTRUCTED SOUTHEAST LINE OF DOVE CROSSING, PHASE 8 ACCORDING TO THE PLAT RECORDED IN VOL. 8605, PG. 224 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS. RECORD BEARING: S 41'55'21"W. 2. CURRENT TITLE APPEARS TO BE VESTED IN EDWARD FROEHLING BY VIRTUE OF DEED RECORDED IN VOL. 9607, PG. 146 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS. 3. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL N0:' 0310F, MAP NO. 48041 CO310F. EFFECTIVE DATE: APRIL 2 2014. 4. 1/2" IRON RODS & CAP SET AT.ALL CORNERS UNLESS OTHERWISE SPECIFIED. 5. CURRENT ZONING: GS - GENERAL SUBURBAN. 6. THERE ARE 24 LOTS WITH AN AVERAGE SIZE OF 0.15 ACRE. 7. DRIVEWAY ACCESS WILL NOT BE ALLOWED FROM OF ALEXANDRIA AVENUE OR EAGLE AVENUE. Dove Crossing Phase 7 - 5.03 Acres Robert Stevenson Survey, A-54 College Station, Brazos County, Texas Field notes of a 5.03 acre tract or parcel of land, lying and being situated in the Robert Stevenson Survey, Abstract No. 54, College Station, Brazos County, Texas, and being part of the 37.30 acre tract - net described in the deed from Phi -Ton Investments, L.P. to'Edward Froehling recorded in Volume 9607, Page 146, of the Official Records of Brazos County, Texas, and being more particularly described as follows: BEGINNING at a 1/2" iron rod & cap found (bent) at a wood fence post marking the common corner between the beforementioned 37.30 acre tract and Lot 1, Block 20, Dove Crossing Subdivision, Phase 5 according to the plat recorded in Volume 10759, Page 116, of the Official Records of Brazos County, Texas, and in the northeast . right of way line of Alexandria Avenue - 60' Right of Way as shown on the plat of Dove Crossing Subdivision, Phase 6, according to the plat recorded in Volume 10759, Page 117, of the Official Records of Brazos County, Texas; THENCE N 410 55'21 " E along the common line between the beforementioned 37.30 acre tract and Block 20, Dove Crossing Subdivision, Phase 5, of the Official Records of Brazos County, Texas, at a distance Of 735.00 feet pass a 1/2" iron rod & cap found at a wood fence post marking the east corner of Lot 12, Block 20, continue on Crossing Mystic Dove Way to a 1/2" iron rod & cap set at the lower east corner of Mystic Dove Way - 50' Right of Way (as shown on the plat of Dove Crossing Subdivision, Phase 5), for a total distance of 785.00 feet; THENCE along the proposed northeast right of way line of Mystic Dove Way, same being the common line between Dove Crossing Subdivision, Phase 7 and 9 as follows: S 48° 04' 39" E for a distance of 90.00 feet to a'/" iron rod & cap set at the beginning of a transition curve from Mystic Dove Way to Dove Chase Lane - 50' Right of Way, having a radius of 25.00 feet; Easterly along said transition curve for an arc distance of 39.27' to a 1/2" iron rod & cap set at the end of this curve, the chord bears N 860 55' 21" E - 35.36 feet; S 480 04' 39" E for a distance of 50.00 feet to a'/2" iron rod & cap set at the beginning of a transition curve from Dove Chase Lane to Mystic Dove Way, having a radius of 25.00 feet;. Southerly along said transition curve for an arc distance of 39.27 feet to a'/2" iron rod & cap set at the end of this curve, the chord bears S 03° 04' 39" E - 35.36 feet; S 48° 04'39" E for a distance Of 65.42 feet to a 1/2" iron rod & cap set in the northwest right of way line of Eagle Avenue 60' Right of Way as shown on the beforementioned plat of Dove Crossing Subdivision, Phase 6; THENCE along the northwest right of way line of Eagle Avenue as follows: S 410 33'40" W for a distance of 50.00 feet to a '/2" iron rod & cap set at the beginning of a curve concave to the west, having a radius of 25.00 feet, Southerly along said curve for an arc distance of 39.26 feet to a 1/2" iron rod & cap set at the end of this curve, the chord bears S 03" 05' 21" E - 35.35 feet, S 41 ° 53' 56" W for a distance of 685.00 feet to a Y/" iron rod & cap set marking the beginning of a transition curve from Eagle Avenue to Alexandria Avenue - 60' Right of Way, having a radius of 25.00 feet; THENCE along the northeast right of way line of the beforementioned Alexandria Avenue as follows: Westerly along said transition curve for an arc distance of 39.28 feet to a 1/2" iron rod & cap found marking the end of this curve, the chord bears S 86° 54' 39" W - 35.36 feet, N 48° 04' 39" W for a distance of 66.02 feet to a'/2" iron rod & cap set at the beginning of a transition curve from Alexandria Avenue to Dove Chase Lane - 50' Right of Way, concave to the east, having a radius of 25.00 feet, Northerly along said curve for an arc distance of 39.27 feet to a 1/2" iron rod & cap set at the end Of this curve, the chord bears N 03' 04' 39" E - 35.36 feet, N 48° 04' 39" W for a distance of 50.00 feet to the beginning of a transition curve from Dove Chase Lane to Alexandria Avenue, concave to the north, having a radius of 25.00 feet, Westerly along said transition curve for an arc distance Of 39.27 feet t0 a 1/2" iron rod & cap set at the end of this curve, the chord bears S 860 55' 21" W - 35.36 feet N 48° 04'39" W for a distance of 90.00 feet to the PLACE OF BEGINNING containing 5.03 acres of land, more or less. TREES REQUIRED a I�/e1N »ell OF DOVE CROSSING PHASE 7 5.03 ACRES :: .. wu�uwmuiliuim uit "in7 �.i i�i� gnu a • ROBERT STEVENSON SURVEY, A-54 WE COLLEGE .e guu,,,� � miw SCI i �i'O •u � �i'u e::_ � STATION, BRAZOS uuln • qy unm -n• unl•.II�� innunC�..::►���• Ii► � pun "n4 111", .111� . qu"np.: ■OWNED AND DEVELOPED BY: ..Inns CG /"IN-11..� 1111111 II/� "Will � In1117�I" I'll 1111.x_ ./lllt•I/11111110 CURVE TABLE:p III11111111 C:: n"119..In11" "n..- IIIUIV n1111n0 _ •� 1111111/ 11111111111 -. _= = EDWARD '• - -- %CURVE LENGTH RADIUS DELTA CHORD BEARING e uuu7.unm - - nlllllllll -- 1. .1 -_ .11. 11 I• - -- - 111111 1111111 Illi , - 11111 -- - .. . .: :. 11, 111 7..11.: _ 1111117IIIIII111 1111... . . -- .1111 ... 1111111 _ . _:::-:, 1 25.00' •111/1 • �'� ilial �Gunm un..: num ■- - 3887 HIGH LONESOME 11111/III :►.11111 �nunn nouw :: c c..� COLLEGE STATION, 77845-9443 • • 1 `IIIIIIIII C/�11111 ��I,■1111 j/11111t11 __ __ . -S • 1 / • 1 1 1 1 1 1 • 1 • • vnnn :paw :mala ..unuu iii FF • • : nuns nmm�n776-8226 • 1/ • • 03'05'21"E-35.35' vu"°°°n "inHUM nnn • 25.00' • 1 1 86'54!39"W-35.36' SCALE: 1 50' MARCH, 2017 nioiii num-nn- C5 39.27' 11 • 1 11 11 N 1 1 • / C6 39.27' /1 91 /1 11 S :. r 4 CIVIL ENGINEERING 1 CONSULTANTS C7 39.27' /1 90'00'00" 1 1 • . VICINITY • BRYAN, TX 1 • 11 90'00'00" N 86'55'21"E-35.36' • TO SCALE C -E C TEXAS FIRM REGISTRATION NUMBERS ENG. F-2214 & SURVEYING 100410-00 W Z I 1 Q I I ALEXANDRIA I Q SUBDIVISION PHASE 6 Z VOL. 10263, X PG. 209 X o I- a N N 41'55'21"EN685.00' } N, 40.00 60.50 60.50 66.50 60.50 60.50 60.56 60.50 60.50 66.50 60.50 40.06 C'� 3 oD G ,------------------------------------------------- ------------=---------------------------- -------------------------------------------------- i r--=---------- -------------- -------------- ------- a u� 10' PUBLIC U11U EASEMENT F ' j o 00 in i M o 00 in 0 o OD In Op = I w I 0 a) O) 1 O) 01 OD OR 1 OD n f\ 3 ; ui t6 ui ui ui Tri Tri to in ui � Z ,3 N rn .- Jnr �7 I � I r- •- •- •- J M R w I r d- Z' a- r L.V •- f -i. `- z ' Z Qi N U� ' W m O I M- EC Sp 2 2 z 2 z 2 2 3 2 2 2 .- W F N !`� 1 13 13 13 w' 1 6, 1a, 1 6 LOT 7 16, LOT 8 M 1 �_� � 16 LOT 10 1 6 LOT 11 1 D H a W. M 1 I Oo ��• ad {.� � � O d' LOT 1 e> LOT 2 in LOT 3 0� i- v 1 rn LOT 5 m LOT 6 rn Zi m' d' t0Q 1� Ir7 Ire fro O m�, 1r� 1rq 1M Irq d 1, mN 0 1r7 IM I,� 1 �� Icn � � -�,,p cG pp , it �f �l -I Q �! �i d a P Q J �f d in ' P et d. , S� P O O W' P P P O OD ' �W ;� P O ' N , OD 00 Go 00 00 OD 00 00 00 00 1 Z j Z z z ; z z z z z; z z z / m 25.0.0 25.00 ' 10 PUBLIC U11UTY EASEMENT I ,'---_-_______ ROD ��------------------------------------------------------� ----------- ------------------------ -------------I L--------- --- -- ---- ------------------------------------------------- ---------------- ND . , 39.99 60.5.0 60.50 60.50 60.50 60.50'---:L60.50 60.50 60.50 60.50 60.50 40.01 C,wr1/z IRON S 41'5356"W-685.00' ROD FOUND S 41'33'40"W EAGLE AVENUE -60' R.O.W. 50.00' VOL 10759, PG. 117 -PLATTED (38' B -B ASPHALT_ PAVEMENT) CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS I, EDWARD FROEHLING, owner and developer of the land shown on this plat, and designated herein as the DOVE CROSSING PHASE 7 Subdivision to 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. • EDWARD FROEHLING, OWNE STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared EDWARD FROEHLING 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 �sttated. Given under my hand and seal on this Qp _ day of 1 J#L "� 2017. / ,n ,, %} KEVIN J. PFUNTNER MY COMMISSION EXPIRES Notary Public, Brazos unty, Texas r' FEBRUARY 13, 2018 CERTIFICATE OF CITY iENGINEER C% "►" ----------- �-jam, --- City Engineer of the City of College Station,n Texas hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. Cie Engineer City of College Station K DOVE CROSSING SUBDIVISION PHASE 6 VOL. 10759, PG. 117 COMMON AREA NO. 2 4.35 ACRES STATE OF TEXAS COUNTY OF BRAZOS County Clerk, in and for said county, do hereby certif t this plat tog4hpr with its certificates of authentication was filed for record in my office the dof-, 2017, in the Deed Records of Brazos County, Texas, in Volume �31 _ Page _ WITNESS my hand and official Seal, at my office in Bryan, Texas. County Clerk, �t�D Brazos County, Texas CEICATE OF P NTNG AND ZONING COMMISSION Chairman% of the Planning and Zoning Commission of a City of College Station, hereby certify that the attached plot was duly approved by the Com ' sion on the <3 . day of 2017. CERTIFICATE OF SURVEYOR AND/OR ENGINEER STATE OF TEXAS COUNTY OF BRAZOS I S. M. Klin Registered Public Surveyor, No. 2003 in the State of Texas, hereby a hr . 91 9 Y � 1 Y certify that this plot is true and correct and was prepared from an actual survey of the property and that property markers and monuments were placed under my supervision on the grouOl01111111011ir&, IT KlirTd, R.P.L.S. No. 2003 R . F9 S.M. KLING ............................. 2003 �. 'Po Q• `-�y•.•FFss�o�•�o S U -�- ------------------------------------- V. =r ._ :_ I ♦ LAKESIDE VILLAGE SUBDIVISION I PHASE 2 - 6.9 ACRES I ' %BLOCKS 3 & 4 I VOL. 8188, PG. 101 I LOT 16 BLOCK 3 LOT 15 ` BLOCK 3- ' yI , OF CC - - =- NOTES: 1. BASIS OF BEARINGS IS THE RECONSTRUCTED SOUTHEAST LINE OF DOVE CROSSING, PHASE 8 ACCORDING TO THE PLAT RECORDED IN VOL. 8605, PG. 224 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS. RECORD BEARING: S 41'55'21"W. 2. CURRENT TITLE APPEARS TO BE VESTED IN EDWARD FROEHLING BY VIRTUE OF DEED RECORDED IN VOL. 9607, PG. 146 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS. 3. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL N0:' 0310F, MAP NO. 48041 CO310F. EFFECTIVE DATE: APRIL 2 2014. 4. 1/2" IRON RODS & CAP SET AT.ALL CORNERS UNLESS OTHERWISE SPECIFIED. 5. CURRENT ZONING: GS - GENERAL SUBURBAN. 6. THERE ARE 24 LOTS WITH AN AVERAGE SIZE OF 0.15 ACRE. 7. DRIVEWAY ACCESS WILL NOT BE ALLOWED FROM OF ALEXANDRIA AVENUE OR EAGLE AVENUE. Dove Crossing Phase 7 - 5.03 Acres Robert Stevenson Survey, A-54 College Station, Brazos County, Texas Field notes of a 5.03 acre tract or parcel of land, lying and being situated in the Robert Stevenson Survey, Abstract No. 54, College Station, Brazos County, Texas, and being part of the 37.30 acre tract - net described in the deed from Phi -Ton Investments, L.P. to'Edward Froehling recorded in Volume 9607, Page 146, of the Official Records of Brazos County, Texas, and being more particularly described as follows: BEGINNING at a 1/2" iron rod & cap found (bent) at a wood fence post marking the common corner between the beforementioned 37.30 acre tract and Lot 1, Block 20, Dove Crossing Subdivision, Phase 5 according to the plat recorded in Volume 10759, Page 116, of the Official Records of Brazos County, Texas, and in the northeast . right of way line of Alexandria Avenue - 60' Right of Way as shown on the plat of Dove Crossing Subdivision, Phase 6, according to the plat recorded in Volume 10759, Page 117, of the Official Records of Brazos County, Texas; THENCE N 410 55'21 " E along the common line between the beforementioned 37.30 acre tract and Block 20, Dove Crossing Subdivision, Phase 5, of the Official Records of Brazos County, Texas, at a distance Of 735.00 feet pass a 1/2" iron rod & cap found at a wood fence post marking the east corner of Lot 12, Block 20, continue on Crossing Mystic Dove Way to a 1/2" iron rod & cap set at the lower east corner of Mystic Dove Way - 50' Right of Way (as shown on the plat of Dove Crossing Subdivision, Phase 5), for a total distance of 785.00 feet; THENCE along the proposed northeast right of way line of Mystic Dove Way, same being the common line between Dove Crossing Subdivision, Phase 7 and 9 as follows: S 48° 04' 39" E for a distance of 90.00 feet to a'/" iron rod & cap set at the beginning of a transition curve from Mystic Dove Way to Dove Chase Lane - 50' Right of Way, having a radius of 25.00 feet; Easterly along said transition curve for an arc distance of 39.27' to a 1/2" iron rod & cap set at the end of this curve, the chord bears N 860 55' 21" E - 35.36 feet; S 480 04' 39" E for a distance of 50.00 feet to a'/2" iron rod & cap set at the beginning of a transition curve from Dove Chase Lane to Mystic Dove Way, having a radius of 25.00 feet;. Southerly along said transition curve for an arc distance of 39.27 feet to a'/2" iron rod & cap set at the end of this curve, the chord bears S 03° 04' 39" E - 35.36 feet; S 48° 04'39" E for a distance Of 65.42 feet to a 1/2" iron rod & cap set in the northwest right of way line of Eagle Avenue 60' Right of Way as shown on the beforementioned plat of Dove Crossing Subdivision, Phase 6; THENCE along the northwest right of way line of Eagle Avenue as follows: S 410 33'40" W for a distance of 50.00 feet to a '/2" iron rod & cap set at the beginning of a curve concave to the west, having a radius of 25.00 feet, Southerly along said curve for an arc distance of 39.26 feet to a 1/2" iron rod & cap set at the end of this curve, the chord bears S 03" 05' 21" E - 35.35 feet, S 41 ° 53' 56" W for a distance of 685.00 feet to a Y/" iron rod & cap set marking the beginning of a transition curve from Eagle Avenue to Alexandria Avenue - 60' Right of Way, having a radius of 25.00 feet; THENCE along the northeast right of way line of the beforementioned Alexandria Avenue as follows: Westerly along said transition curve for an arc distance of 39.28 feet to a 1/2" iron rod & cap found marking the end of this curve, the chord bears S 86° 54' 39" W - 35.36 feet, N 48° 04' 39" W for a distance of 66.02 feet to a'/2" iron rod & cap set at the beginning of a transition curve from Alexandria Avenue to Dove Chase Lane - 50' Right of Way, concave to the east, having a radius of 25.00 feet, Northerly along said curve for an arc distance of 39.27 feet to a 1/2" iron rod & cap set at the end Of this curve, the chord bears N 03' 04' 39" E - 35.36 feet, N 48° 04' 39" W for a distance of 50.00 feet to the beginning of a transition curve from Dove Chase Lane to Alexandria Avenue, concave to the north, having a radius of 25.00 feet, Westerly along said transition curve for an arc distance Of 39.27 feet t0 a 1/2" iron rod & cap set at the end of this curve, the chord bears S 860 55' 21" W - 35.36 feet N 48° 04'39" W for a distance of 90.00 feet to the PLACE OF BEGINNING containing 5.03 acres of land, more or less. TREES REQUIRED a I�/e1N »ell OF DOVE CROSSING PHASE 7 5.03 ACRES :: .. wu�uwmuiliuim uit "in7 �.i i�i� gnu a • ROBERT STEVENSON SURVEY, A-54 WE COLLEGE .e guu,,,� � miw SCI i �i'O •u � �i'u e::_ � STATION, BRAZOS uuln • qy unm -n• unl•.II�� innunC�..::►���• Ii► � pun "n4 111", .111� . qu"np.: ■OWNED AND DEVELOPED BY: ..Inns CG /"IN-11..� 1111111 II/� "Will � In1117�I" I'll 1111.x_ ./lllt•I/11111110 CURVE TABLE:p III11111111 C:: n"119..In11" "n..- IIIUIV n1111n0 _ •� 1111111/ 11111111111 -. _= = EDWARD '• - -- %CURVE LENGTH RADIUS DELTA CHORD BEARING e uuu7.unm - - nlllllllll -- 1. .1 -_ .11. 11 I• - -- - 111111 1111111 Illi , - 11111 -- - .. . .: :. 11, 111 7..11.: _ 1111117IIIIII111 1111... . . -- .1111 ... 1111111 _ . _:::-:, 1 25.00' •111/1 • �'� ilial �Gunm un..: num ■- - 3887 HIGH LONESOME 11111/III :►.11111 �nunn nouw :: c c..� COLLEGE STATION, 77845-9443 • • 1 `IIIIIIIII C/�11111 ��I,■1111 j/11111t11 __ __ . -S • 1 / • 1 1 1 1 1 1 • 1 • • vnnn :paw :mala ..unuu iii FF • • : nuns nmm�n776-8226 • 1/ • • 03'05'21"E-35.35' vu"°°°n "inHUM nnn • 25.00' • 1 1 86'54!39"W-35.36' SCALE: 1 50' MARCH, 2017 nioiii num-nn- C5 39.27' 11 • 1 11 11 N 1 1 • / C6 39.27' /1 91 /1 11 S :. r 4 CIVIL ENGINEERING 1 CONSULTANTS C7 39.27' /1 90'00'00" 1 1 • . VICINITY • BRYAN, TX 1 • 11 90'00'00" N 86'55'21"E-35.36' • TO SCALE C -E C TEXAS FIRM REGISTRATION NUMBERS ENG. F-2214 & SURVEYING 100410-00