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HomeMy WebLinkAboutDrawingsI) L I � -f s- /--lu�'LT , ' "� � � `�-- =7z 5.6J Ac. -�.1—� 1 \ \ `. �__. , 1 i L y1 ' r �� ( , �� N=75, Imp= \I-- -- �' P/an2.• N= 75, lmp= > / \ Plana.• N=87, /mP= z 77.08 A i N- 1- / f v 8 44.54 Ac.- \ J \ `:CIV_ mp D 1 � � \� _ , P- i ( ' ` ! ( P/an 1: CN- 75 /m 0 ' n2. CN 75, lm 0 54.64 Ac. , _ -.....� / --� r(, an3.• CN=87, Imp= 2 - p= Plan2.• CN 76, lm 5 ��P/cn2.• '- 4.18Ac. Medium Density Dev. CN=75, /mp=0 J 84.85 Ac. 0 -�,� S" i lm -52 P/an3.• CN=87, Imp=52 J d P/an 1: CN -75 Imp -0 \ �- i- - \ r r' P/On2.• CN= 75, Imp= 0 J ` /- �� / / C ' t.� "�i2J P/an3.• CN=87, Imp=52 { `� S 1 ��" f-, ; �� `�\� -- _ c. ` /_' 24.90 Ac. � t l n 43. 0 c. 49.02 !ice 7 - = la - 8 Plan 1: C =7 /m = � Plan 1: CN , /mp=0 �' i t � � I`� I 1: CN -75, Imp 0 r�,r P II , Imp=0 , � 1 i ; 61.04 Ac. ,- 2.• CN= 75, , Plant CN= , Imp= P/an2 CN_ 75, mp_ 0 _ ►I `\ lan 1: CN=75, /m -0 / r Imp j l 3. N l 2 V } / Plana.• CN=B , /m = Plana.• CN -87, l -52 j,l \ lan2.• CN=75 /mp=0-`- T�� 3.• N=87, lmp=52 - p (V =87, Im -52 i , F \ � ` -.. ` \ � � r- � T. B Ptan3.• CN p- � 5�.--' I \ '',- j� PT. F _ T. A • _.-. /i PT. 289 53 / l _ 1\ \ iVA — / v,_s M , 7.01Ac. Medium De)st t,57 1p 31. 10 Ac. 1 1 P/on 1 CN=75 /m -0 —...r -� / ! p - z of All % f P/an2.• CN_ 75, Imp_ 0 -� 1 -_ \ �'\_..� \ \ \` o' \ P/an3.• CN -87 Im 52 _ \ \ �•-) o J r- °. c tia• r I \ )F T t f1k I Al 4 & / �'` �_- - - �` �.,...._......-_,) *'�-i ��•to 27.59 c. _ �! / �° ��_,....._,'` ; '`l \ \ sta. s7+25: 28 Sao P/ n 1: CN=7 p=0 \ \ / h` l \ \ ` \ PIG 2.• CN=80, / =22 11.68 Medium n 'ty Dev. 1 \ P/ain3.• CN=87, l rl I J / / �,f l � �' / _' J % � � � J ( / / ���-� / J./ Lam. � \ \ � 3 � 96 � v 82 J _.l\._,--_-- / / !- \ \ i- i �--/ � / J J ,i �j 1 �/ C � J / / j � / / �- � -- i � J I �oX9ti• Y I,/ \ � _..--— / f. / { _..--• /. ! / / �_ / / / .,� / . . ,—.,__..._--._�- / SAO( / - � I �l ___ -- -, � a }__.,._ \",. \ Sto. 27+59.57 1f \ \\ PT N � �' / J � . rte-- __.. .-- -' r.- �\ ''--_---...._..- � i � � � ,._\ .,. - � ,��, (:�� � r, ) ( __� -•�'� � L.. 'i EXHIBIT A 1 DRAINA G. AREA., X SECTIONS FOR � F-1 H. C 1 AND HRC -RAS , ANALYSIS (I Y 10600009—dmap—h t contractor is responsible for watering, maintenance and lestablishment of grass 1101 & NOT INFORMATION: for a period of 90 days beyond project acceptance. Contractor to guarantee all 1. SITE DESCRIPTION n — ,--`"" planted material growth and coverage for a period of 6 months. Growth and This 7.6 ac. construction site is located in College Station, Texas near they e coverage shall be defined as 100% of the planted area with uniform coverage of intersection of Alexandria Avenue and Southern Plantation at North LatitudeI " grass greater than 1 in height with no bare spots greater than 2 square feet. 30'33'44.55"N and West Longitude 96'16 38.68'W. The activity consists of the r `�G, � t . SHEET NO. A second application of fibermulch is required for bare spots not meeting construction of 3,596 LF of street and the associated utility infrastructure and coverage requirement within 60 days of initial application. grading improvements for the benefit of street construction. The only source of 4. Contractor is to maintain erosion control throughout duration of the project such pollution is the erosion of exposed soil. Storm water from the site flows toc, that all work areas are to plan grades once vegetation is established. If Lick Creek. The Contractor is responsible for containing all sediment on—site by erosion is observed in the field, additional erosion controls shall be installed. utilizing siltation control devices, washdown areas, or seeding and sodding 5. Silt protection shall be installed p per detail. Sediment to be cleaned from silt applications. It is the responsibility of the Contractor to utilize whatever ®LL protection or other sediment control devices when depth of sediment reaches techniques are necessary to prevent erosion from leaving this construction site._U. 1/3 total height of device. Contractor is to insure all ! erosion control devices IEN are consistently installed and properly maintained. aY, V >C�r /L7 OF 21 SHEETS J `.- � .� ( \ � � '`- -_ � s � _ \�. \ \ , \ \ \ \ '� \ ! j/ / fir' � -- `,� j • I I ; , - - I Li r \ .<, / /• ' ; / '` - �/ /\ - j /, 1 ti - - „ _ 300 - - 1T 1 r E: - I I r r L / / r � � \. � � / � -. - ,_ _ � .-•, �• \ / Jam--' .� � ( � �� '' ' (�' / I % ---- ' � J � J ,� _ _._ ' r - , I ____ LL 1 � 1 / - -- - _. i c -- -"' m .'-__ -' C ---_ •-- ---._ --._' �-' �� •\ .-1/ - � \ \ •'_-_moi' /_ _ , !; _e j•^. _ - _ 0 r � n - �� _ � , t-' \\\ � � - � (- :i t' '---- -• .J ..-' r- ~ � �-- / I C �� ,� t J r•--- 1 � I � i I 1 ` � _ \ \ '` — \ / / � r / • i � '� f �,.( �� ( �'t it 605 Acres ( / l f °c'j '�\ 1 ` �' ^ �� / 1 ALJ _ - - - - 1 i l / / /`\` • �� � � _. � J / � )� L /'' ;) (', � ,� / Plan 1: CN=81, /MP 15 t - - - - - - - \ 1 J ° • .7 i. r % \_ jl �� — / S J (" / r %77f \ \ —IF Li U ~ J^ J / r \ / / / I / \ A\\ n \ r r / 1 \ i\ `✓/ C o�o'3si ^ f ` / \ j ' / \) , _/ prLU -) \ I t _ _ _ I\A 'JI T IT _lD Fe � 1 l_� I T -A''- • /•; -..\ (. l (' Q Y I l\ �4 • • ' r. r / \ , • i �_ -.- 1.. ^•i r \ i/ / //T 1 \� \ L. t f� IT] 10to �\ — tn LO J I r/ � I % I } ( � �... } � J '/ N �' \ ``\~ .- ! -- n a• � � � _) � ' (� --\\ \. _/` � .,. r .i- r-\ -' 1 '`\ -\ \ \ �\x � \ � � t ` } �/�-:,1',%J'!`l n\ `;s Ir u' - - — ---�-- f - - - -- - -- - rp I` f \\\ r�/ i \i i 2 `\. Y)� • �.�� j 8 .40 co ' � ! ' i � 1 ``, � ' \ ((` � �y \ \� �(i 4 / g —' ° 2 l�ii � \. r / '- / '� ~ `.t / �-.. �xo• � l 1 1 Sta. 3-7+2.5.17-< -' % (' �� r ; � a— LL - I 8 k ,( _._ --1 - --�----r---,L--�-�- ----+— -- - - - -- - _� — 0,331 ( ( I fv \ ` ♦� 28 .82 LLIj- LET-UlD r / k r' i O• J f IN /go Ste. 27.1-59. t _ j \ / �.._i / 1 r ' / L l / '' \ f I, _ - \ - - r `. -'/ ; ./ �-.. / .-- -_ \. / � L _ V 1 \� • j' .� i � ." - I � _ ..��\\ % � �� err � \\� �J � ` J '1 r �"\I � % \ ''` , �"'' -_._-� j . � , J ... -^ \ ..•.-.-. _J. / -- _.... "ice _ / -..r I `, .1 / !'_. ' / 1 / - '4;^ -..,- .' f � / /"._ ' - /�i / / � •� I ' \ %,, ✓ ,\ _ _... j ./ .i' J^- ..i / r L / // 11 4J � 1 ` � G / / / ..� -� / /'. -� � \ 1- / \' � 1 `\._v ,--.\� -. r y � � � � �• -J /•. \ �� ' j /� � � _/� I 1 � I .i 1 � �\ � _ J --` jr -}1,..1 �`�' i� � I EXHIBIT A-1 I DRAINAGE AREA, X -SECTIONS FOR. HEC -HMS AND HEC -RAS ANALYSIS y u CERTIFICATE. OF OWNERSHIP AND DEDICATION ' 0 STATE F TEXAS COUNTY OF BRAZOS 1, Edward Froehling owner and developer of the land shown on this 4 lat and designated herein: as LOTS 15-27. BLOCK 1, LOTS 1-18. BLOCK P 9 -. -42-LOTS 1-9. BLOCK 43. LOTS 1-21L_BLOCK 44._LOTS _1--5. BLOCK 45, - LOTS T. S 1 6. BLOCK ' 46. &LOTS 1-14, BLOCK 47 OF THE SHENANDOAH PHASE •1.5 SUBDIVISION of the City of, College Station Texas and w ose name i s. subscribed hereto, hereby dedicate to the use of the public forever,. all = - _ streets alleys, parks greenways, infrastructurej easements, and public Places _ - th deration therein e - - ereon shown for the purpose and consi n xpressed. All such dedications shall be in feesimple unless expressly provided otherwise: - Owner - FIELD NOTES _ Being all , that certain. tract or parcel of land lying and being situated- in tSTEVENSONLEAGUE Abstract No. 54 i : 9 P Y 9 9 he ROBERT STEV n College Station Brazos g z County, -Texas and being a parte of the 49:35 acre tract. conveyed to Edward.. Froehling by. Charles Elmo, Ferguson, Jr. recorded in Volume 4248, Pae 144 of the Official Records of Brazos Count Texas O.R.B.C. and. a portion of 9 9 Y, ( ) the 87.888 acre tract of land Froehling conveyed to Edward o 'n y r Fr g, by James D. Ingram 'III, et al recorded in Volume 2986, Page- 20.1 O.R.B.C. and being more articular STATE OF TEXAS ( ) 9 particularly described by metes and bounds as .follows.. , COUNTY OF BRAZOS BEGINNING. at a found 1/2 inch iron rod marking the south corner of the said 49.35 acre tract, the east corner of the 95.661 e Gary, g c - acr ary eaback tra t as described in the Volume 2597, Page. 186 (O.R.B.C.) and. beingin the northwest line of the. called Before me t e undersigned authority, on this da personally appeared 9 Y, Y P Y19.7173 acre Greens Prairie Investors Ltd'. tract recorded in Volume 7366 Pae 29 0 i" ,pn,rr� gi p' known to me to be the person whose 9 4 (.R.B.C.); name is subscribed to the foregoing instrument, and acknowledged to me THENCE: N 44' 22' 55" W along that he executed. the same for the purpose. and consideration therein stated. g the- common line of .the said 49.35 .acre Froehling tract and the said 95.681 acre. Seebeck tract for a distance of 1353.35 feet to a found 1/2-inch . iron rod marking the. southwest corner of SHENANDOAH PH 3 / g e outhwes ASE. 1 . Given under my hand and seal on this ay of CLA 41 J Subdivision as recorded in. Volume 6580- Pae 214: O.R.B.C. THENCE: along the south line of said SHENANDOAH PHASE 13 for the following four 4 calls: ) ( Notary Public _ Brazos C ounty, Texas1 S 86' 37' 23 E for a distance of 134.97 feet to a found 1/2-inch. iron rod for corner, `-� 2) 99.18 feet in a counter-clockwise direction along the arc of a curve having a central angle of 113* 39' 25", , a radius of - _ „ 50.00: feet,. a tangent of 76.49 feet and a Jong :chord bearing- S 78 39 21 E at a distance of 83.70 feet to a found «- 1 2-inch iron o r / rod for corner, :.. 3) S 86 37 23 E for a distance. of 58.93 feet to a found 1/2-inch iron rod: for corner, and �Q = 4 S 60 41 00 E for a distance of 22.13 feet to a found 1 2-inch iron rod marking the common most southerly corner �J ao -'' of said. PHASE 13 and SHENANDOAH PHASE 14 Subdivision as recorded in Volume 6893, Pae 105 O.R. B.C. ; �_ Page ( ) iboc CERTIFICATE OF THE COUNTY CLERK + =- THENCE:along the south and east lines of said. SHENANDOAH PHASE 14 for the following seven, (Z) calls: Souther Plantation as - STATE OF TEXAS == =`>- 1 S 60 41 00 E for a distance cf 56.98 feet to a. found 1/2-inch iron rod for r (jnn - ) / r carne , II II ' ri;,:�-sr.r 2 S 37' 50 08 E fora distance of 99.52 feet to a found 1/2--inch iron rod er, w COUNTY OF BRAZOS ) / for cern = 3) N 77 45' 46" E for a distance of 63.39 feet to a found 1/2-inch iron rod for corner, z -- - _._: 4 54.08 feet in a counter-clockwise direction along the arc of a curve having a central angle of 61' 58' 26 a radius of ' ° > 1, Karen McQueen, County Clerk, in and for said County, do hereby certify ) 9 9 9 _ "- • _ �.., 50:00 feet, a tangent of 30.03 feet and a long chord bearing, N 7T 45 46 E at a distance of 51.48 feet to a found that this plat together:. with its certficate of authentication was filed .for _ __:: � _r. - 9 9 9 ev _. 1/2-inch iron rod for corner, record in my office .the �. day. of 1 20 in the ,-: - - o n.t.s. 2'I Official Records of Brazos Count Texas in Volume 90, Page, _ 5) N 7T 45 46" E'for a distance of 82.48 feet to a found 1/2-inch iron rod for corner, ffi i Y., `ire -. - o �:., _- +-= _•�:�_ 'r:_��. ,.: _ 6) S 74 51 10 E for a distance. of 24.23 feetto a .found 1/2-inch iron .rod- for corner, andd0ne Witness m hand and official Seal at m office in Bryan, Texas. c : ,- :,, " -=_-a::- ; : .:: 7 N 45 26 36 Y Y ry -: -,� ) E for a distance of 901.86 feet to a found 1/2-inch iron rod marking the east corner of said Phase 14 and being in the southwest right-of-way line of Alexandria Avenue. (based on a 60-foot width); lit, ; c�__ ---'_ ='•fir =�3° _ - Q tyl "l THENCE: along the said southwestright-of-way line of Alexandria Avenue as depicted on the Final Plat of SHENANDOAH PHASE Count Clerk County _ Subdivision ,, Y,� P Brazos County, Texas 8 A Subdivision recorded in Volume 59213, Page -201- (O.R.B.C.) for -the following ten 10 calls: 1•J �(�(�y a ��.t+Yv"+ ... - r . k s 1 S 44.. 33' 24" E,,for, a distance.-:of 90.00 feet to a found 3/4-inch ironpi e' for Point of Curvature- of a curve to the ., - right, 2) 39.27 feet alongthe arc of said, curve having a central angle of 90' 00' 00" a radius of '25.00 feet, a tangent of 25.00 �'j�r ]��' �j% A 9 9 , 9 f� l V Z 1� T Y AP feet.and a Ion chord` bearing S 00' 26' 36" W at a distance of 35.36 feet to a found 3/4-inch iron pipe for corner -l. 9 9 / P R , -- 3 S 46' 39' 56" E for a distance. of 50.03 feet to a found 3/4-inch iron / pipe for corner, _ 4) 37.35 feet in a clockwise direction along the arc of a curve having a central angle of 85' 36' 04", a radius of 25.00 feet, a tangent of 23.15 feet and a long, chord bearing. N 88' 14' 38" E at a distance of 33.97 feet to a found CERTIFICATE OF CITY ENGINEER: 3/4-inch iron pipe for the Point of Reverse Curvature, I, City. Engineer of the �+ ` 5) 173.18 feet along the arc. of said reverse curve having a central angle of 16' 32' 16", a radius of 600.00 feet, a i� l3"! t� _ Cit of College Station, Texas,. hereby certify that this Subdivision Plat tangent of 87.20 feet and a long chord bearing S 57 13' 28" E at a distance of 172.58 feet to a. found 3/4-inch iron Y conforms to the requirements of the Subdivision Regulations of the City of pipe for the Point of Reverse Curvature, College Station. 6) 37.27 feet along the arc of said reverse curve having a central angle of 85' 24' 41", a radius of 25.00 feet, a tangent of 23.07 feet and: a long chord bearing S 22' 47' 16" E at a distance of 33.91 feet to a found 3/4-inch iron pipe for corner, , f - ' 7) S 70' 04' 56" E for a distance- of 50.00 feet to a found. 3/4-inch iron pipe for corner, City.;ngineer / , ' of College Station 8) 37.27 feet in a clockwise direction along. the arc of a curve having a central angle of 85' 24' 41", a radius of 25.00 City 9 feet, a tangent of 23.07 feet and a long chord bearing N 62' 31' 25" E at a distance of 33.91 feet to a found 3/4-inch iron pipe for the Point of Reverse Curvature, 9 165 feet a ' 05" a radius of 600.00 feet .47 f t on I g the arc of said reverse curve having a central_.angle of _1-5_ 48 , a tangent of 83.26 feetand a long chord bearing S 82` 34 17 E at a distance of 164.95 feet to a found 3/4-inch iron pipe for the Point of Reverse Curvature, and - 10) 37.27 feet along the arc of said. reverse curve having a central angle of 85. 24. ' 41", a radius of 25.00. feet, a tangent' of 23.07 feet and a long chord' bearing S 47' 45 5. E at a distance of 33.91 feet to a found 3/4-inch iron pipe marking the northwest corner SHENANDOAH PHASE 8-B Subdivision as recorded in Volume 6046, Pae 257 O.R.B.C. ; CERTIFICATE OF SURVEYOR _ 9 9 ( ) STATE ;OF'TEXAS THENCE: along the west and south lines of. said SHE14ANDOAH PHASE 8-B for the following four (4) calls: COUNTY OF BRAZOS :.. y , t 1) 101.04 feet along the arc of said curve having a central angle of 30' 56' 43", a radius of 187.08 feet, a tangent of 1, Kevin R. McClure, Registered Professional Land Surveyor No. 5650, in „ -- 51.79 feet and a Ion chord beano 5 10 24 44 W at a distance of 99.82. feet to a found 1 2-inch: iron rod for j %k the State of Texas,. hereby certify that this plat is true and correct and was 9 9 / ,.:.a....•...••..q.<� ..�... corner, . F :.�,, , ;. � a •._ N� :, Prepared from actual -survey of the property. and that property markers. y ,.ter and mo uments re laced under m su ernsion on the round. 2) S 64' 06' 55" E for a distance of 50.00 feet to a found 3/4-inch iron pipe for corner, a..t........•..... <...... P Y P 9 '" 3) 36.79 feet in a clockwise direction along the arc of a curve having a central angle of 84' 18' 23". a radius of 25.00 i 9 9 9 _; -�.� ooEiv a � n - - ,, :- • feet, a tangent of 22.63 feet and a long chord bearing N 68 02 17 E at a distance of 33.56 feet to a found 3/4-inch iron pipe for. the Point of Tangency, and .....<.. Kevin R. , R.P.L.S. . n �f =' McClur RPLSNo5650 4• S 69 48 31 E for a distance of 156.31 feet to a found 1/2-inch iron rod in the southeast line of the said 87.888 ' acre tract, said iron rod also being in the northwest line of the called 60.153 acre City of College Station tract recorded: in Volume. 6974, Page 241 (O.R.B.C.); THENCE: S 46' 27'_ 23" W along the common line of the said 87.888 acre Froehling tract and the called 60,153 acre City of CERTIFICATE OF PLANNING A D ZONING COMMISSION College Station tract for a distance of 842.86 feet to a found 1/2-inch iron rod marking the south corner of the said 87.888 acre tract and the east corner of the said 49.35 acre tract; ' Chairman a of and I, -- � €: •�_ hairm n the Planning n Co,r fission of the Cit of"-"College :Station hereb certify that the ZoningY. , Y_ fY ry1 THENCE. S 46 , 29 41 W along the southeast line of the said 49.35 acre tract for a distance of 646.67 feet to the POINT OF attaela®d pPatJ was duly approved by thea. Commission. on. the �_ day o€ 20 1 BEGINNING and containing 28.411 acres of land, more or less. -- FDVAL PLAT 10600009-001-FP.dwg J) (6893/105) -- =- -- --- --- N45'26'36«'- 901.86 ' -- ---- _ _ 114.36' 65.00' - 65_00_ _ 65.00' - 65.00'_ - _65.00' `_ _ 65.06' _ _ 65.00'_ - - 65.00" _ _65.00' _ 65.00' _ 65_00' - - 72_50 - - - 21.77' - - 61'58'26" 50.00' 54.08' 30.03' N 77'45'46" E 51.48' 10' P.U.E. 90'00'00" 25.00' 39:27' 25.00' S 0'26'36" W W C4 85'36'04" 25.00' 37.35' JlOC*1 N 88'14'38" E C5 16'32' 16" 600.00' W o S 57' 13'28" E o ri p " 20 C) 2 i C14 M) S 22'47'16" E n N "' 25 i " N15 1`' -0 n L N 27 L(iM 23.07' n Ili n 600.00' 165.47' _w� _yyy Y yM - Y y Y � T y t� V-• _ T y r y T y Y y Y y. Y y Y �.. r y_ %80.48" 25.00' 36.79' 22.63' 33.56' V) (n N 36.14' v� U) V) C13 262'49'09" 50.00' 229:35' -56.69' 10' P.U.E. 75.00' C14 41'24'35" 50.00' 5' P.U.E. 18.90' N 24'44'18" E 32.31 65.00 65.00'- -65.00 65.00 65.00'65.00 S 89'33'24" E 65.00 65.00 , -65.00 - , - -65.00 - - -65.00'- - > -47.50 - r. G R / „,� ? S 45'26'36" W - 794.81, r so. Robinsvi/le Court o o I / I c� 50 R.O.W. N 27 Pavement N 20, P.D.E. _ N 45'26'36"E - 535.77 i 2p N 45'26'36"E 160.89. 8 ', 7 ^J ., S 65 00 60.00 ;. .60.00 43.27 ( I 47 50 v 47 50 65 00 65 00 65 00 65 00 65.00 -- --- - ----- ---- ----- ---- �` L=33.07 --- -- ----- ---- --- -- - 0 / z 41 o ix h .92 10 P.U.E. L- 4 0 2 a I4,I Common Areaw w w w w w w w I 2Q + y 5.878 Acres 0 trs o _ ( L L F z F L L_ L ►` co! +O c .r ^� cO L-11.21 w - d .. co h 5 Q 0 rn _ d . d -t- 4 o a o d o O d o 0 o i W Y O to .T o N O N 1- OI. O N o N N N N N" N �N -4' L _ O O- O- O- O- O J r =84.08 am M K) 0 9 M B M 7 ,n 6 ,n 5 �n 4 ,n 3 2 .n n? 0 f ,'\ d L t0 N: 3 L M 2 to M 1 I O I Y to M r M T M r :o r :`1- r :7 Y :7 -O N I N N N �� `' IO o O 1 r'�`- M�" Q�.�• ; 4 r O p Common ,Area \ 00 00 Harnsoabur . 5.878 Acres 285.0 ( I v? (n cn cn cn i 9 N - Lane Lll OC ` 3 I I 20 P.U.E. Shenandoah. Pork Bloc 4,2 - -J I I I-- ---- -- --- -- - - --- -- ` Cit of Colle e Station �S - - . S 45' 26' 36 W 72.50' N 45'26 36 E 60.00 60.00 82.50 S° 5h S 42 49 16 W w Q� 3 \ _ . 14.49 Acres • 4 65.00' II C v _ 72.50' 65.00' 65.00' - 65.00' 65.00' 65.00' 70.00' 70.00' 62.50' �i \ V 5709, P. 199 Matchl�ne A "� ° �O ; 148 - 78.63_- ----- -----1 N e N r---- - ------ --- -- ---- -- ----- ----------------� ' S 3 U.E W w �n w: w w w w w w w i p U •E 2' 0' P uJ I 4 L cV I F L z L - \\� ; 20 59) 1,2 F _ _ - _ ( - - er _ o -o �o X16 o o' o- o_ o-. N G GJ N N O N IO '0 2 Z O N O N o N N N N N O O L moi' d' (n . 2 +� J o I 1 D M . 11 �_ '`� 13 o M 14 0 "' 15 0 '`� 16 0 17 .n �. 18 \-> L 7 T My 8 ,r� My 9 0 -Q 3 ci �n rye ,n JM 12 �n My �n ,,y� �n ,�y My My T to .. ) �- � ! � r• V - T V I� O �I Yy r V T V r Vr V T V T v .. - - ul ,•� r 5to _ 10 , P.U.E. L1 Co84'.5 L-4.06 / I G \ 1 U Ut n - --- -- -- r ` 6 0 L=60.00' 60.94' 47.50' �,Lo 47.50' 65.00' 65.00' 65.00' 65.00' 65.00' 70.00' 70.00' 47:40 II \ `c' S 45'26'36„ W - 108.44' S 45'26'36" W - 559.90' 1 ' oo• N . L-23.85\ C1Z Brunswick Court " o 50' f? O.W. - 27' Pavement Li 3 F - �h`1 C20 N 45'26'36,, E 103.44' ,� S 45 26 36 W 559.90 Co/!ed 95.661 Acres -o� _ _ _ - - - c- c� v C' G� > 0 60.94 47.50 �> 47.50' 65.00 65.00' 65.00' 65.00' 65.00' 65.00' _ _ 65.00' 57.40 L23 Seobock Estate ---- -- -- ----- - -- ----- ---- ----- -- ---.- --" -Cn V.2597, _ P.186 ° LO o > '� ��s °� / 10 PUE L=12.05' ( ! r w L=32.50' N w w w W w w w p CR I > (s O M I^ . I O N O N O N N O N N 00 N O N O c� tO M 1 = O O O O O O O S 2 L=2o.1 s 2 / acs o o_ 0 10 M 9 ,ri ``' 8 ,ri M 7' ,n M 6 ,ri M 5 ,n M 4 ,n M 3 ,ri M 0.y Y d I � O O I Y.. • Y :� Y r r r Y r 2 00 0 o m �t r :: r r Y �t r d W aocL L �s rs `L/ �". cn � I o o I `} `� N _ sro c9 �a 326$, > „. I Co Co J cn cn cn cn w 2• <Y s ! �.'` S 45 26 36 W N O O -� , > L _ ., _ 20 P.U.E. ._..._,. .. 4� Bloc 44 �� 283.0 65.00 I�:SQ M a- �0 'n 20 P.D.E.. � L_--'--:.-- ---=-- ----- ----- --- ----- ----- ----- _------ -----� 6 i2. C, \ o m Y i� 6 A w w "S 45'26'36" ,W 65:00' 65.00' 65.00 83.42' 2G7 os, o0 00 �4./ - 55_60 - 81_90 F L >: , =Sj �s N 3 \ s dam. , Q / 6 `/ N N 72.50 65.00 - -6560 - 65.00 - _ 65.00 _ 70.00 70.00 70.00 68.42 50.00' _ - - - - - - -- 72.50' - - - _ - - - - - - - - - - - - --.--68.42': - - - - - - -- - CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. CHORD DIST. C1 113'39'25" 50.00' 99.18' 76.49' S 7839'21" E 83.70' C2 61'58'26" 50.00' 54.08' 30.03' N 77'45'46" E 51.48' C3 90'00'00" 25.00' 39:27' 25.00' S 0'26'36" W 35.36' C4 85'36'04" 25.00' 37.35' 23.15' N 88'14'38" E 33.97' C5 16'32' 16" 600.00' 173.18' 87.20' S 57' 13'28" E 172.58' C6 85'24'41" 25.00' 37.27' 23.07' S 22'47'16" E 33.91' C7 85'24'41 " 25.0.0' 37.27' 23.07' N 62'37'25" E 33.91' C8 15'48'05" 600.00' 165.47' 83.26' S 82'34'17" E 164.95' C9 85'24'41 " 25.00' 37.27' 23.07' S 47'45'59" E 33.91' C10 30'56'43" 187.08' 101.04' 51.79' S 10'24'44" W 99.82' C11 84'18'23" 25.00' 36.79' 22.63' N 68'02'17" E 33.56' C12 41'24'35" 50.00' 36.14' 18.90'" S 66'08'53" W .35.36' C13 262'49'09" 50.00' 229:35' -56.69' S 44'33'24" E 75.00' C14 41'24'35" 50.00' 36.14' 18.90' N 24'44'18" E 35.36' C15 90'00'00" 25.00' 39.27' 25.00' S 89'33'24" E 35.36' C16 90'00'00" 25.00' 39.27' 25.00' S 0'26'36" W 35.36' C17 22'54'23" 400.00' 159.92' 81.04' S 33'59'24" W 158.85' C18 232'37'00" 50.00' 203.00' -101.13' N 86' 13'43" E 89.64' C19 67'58'32" 50.00' 59.32' 33.71' N 3'54'29" E 55.90' C20 732'51" 350.00' 46.10' 23.09' N 41'40'10" E 46.07' C21• 90100'00" 25.00 39.27 25.00 , " S 89 33 24 E .35.3.6, C22 90'00'00" 25.00' 39.27' 25.00' S 0'26'36" `W 35.36' C23 24'47'28" 714.76' 309.27' 157.09' S 57'50'20" W 306.86' C24 44'11'06" 50.00' 38.56' 20.30' N 87'40'24" W 37.61' C25 262'41'20" 50.00' 229.24' -56.82' S 16'55'30" E 75.08' C26 39'01'38" 50.00' 34.06' 17.72' N 51'14'39" E 33.40' C27 25'18'52" 764.76' 337.89' 171.75' N 58'06'01" E 335.14' C28 19'34'36" 236.64' 80.85' 40.82' N 35'39'17" E 80.46' C29 19'34'54" 186.64' 63.79' 32.21' N 35'39'09" E 63.48' C30 90'00'00" 25.00' 39.27' 25.00' S 89'33'24" E 35.36' C31 90'00'00" 25.00' 39.27' 25.00' S 0'26'36" W 35.36' C32 25'31'31" 100.00' 44.55' 22.65' S 32'40'50" W 44.18' C33 25'31'31" 50.00' 22.28' 11.33' S 32'40'50" W 22.09' C34 90'00'00" 25.00' 39.27' 25.00' N 89'33'24" W 35.36' C35 90'00'00"" 25.00' 39.27' 25.00' N 0'26'36" E 35.36' O \ A. /� •O/ I M 1 11 �s M MIC, CO' N �S \ -1o. // O�%�/ //��'`/ W I o I w w w w w w w , 21 cp © \ _ J� U p_ \ SAS 1.V o aJ ``' w �� S 42'50'48'' W �� '� J a �, �, o� L L L S L N p - t1 _ d r -_110.15•- -1r\\ ��3\ P�1 Y Mo'.N O-odM -oM.+ -o .4. o'dO_ D0c/ o N N N NN N N6ooooooJU�N 2 ;.' ;ri18 19 ri 15' P.U.E. 0, 283.0 20 3 r \� 1 �\ C26 e69,j; �10, �`SS- cn cn. cn ( N u1 cn cn cn w r 1 4 � 0, - P.U.E.13.19' J � 9 _ 23.54'10 P.U.E. i I a � 0 1 �-_ -' -� L=242.84'-" --- ----'---./ �---- ----- ----- ---- ----- ------------ ----------'- ---� S$42 C) °� _ �` C23 L=42.38 56.90' `L �' 47.50' 65.00' 65.00' 65.00' 65.00, 70.00' 70.00' 70.00' 68.42 I L 9 Off' T i •�� L-16.07 \ �169� S 45'26'36" W N 45'26'36" E - 599.11' �,� c2j Bridgewater Drive or ��tih1 50' R.O.W. N 27' Pavement a �` o ro, i 5 / \ 0. P:D. ` �t 221.23' N 45'26'36" E - 779.56, LJ . C28 / E L.44 aA. `(��' L 39.35' _65.00' 65_00' 65_00' - 65.00' - 65.00' _65.00' 65.00' 65.00'- _ 65.00' -65.00 65_00_ �� _L_35. 99 t,� J 2-R 283.0 10 P.U.E. tn L=24.97 10 P.U.E. 25.21' \ G� rn Amen�i. 4 M /rye p"� i, a 1' w w w w w w w w w � co Pho. w � L F F S L F '� -vim Shenan t 1 u " .♦ •aI .Yd . �Nd LO V 702 N N ,N N N 04 NN iNN/° O OG ommon M 13 12 111 14 N M 10 9 8 7 5 4 N 3LO 0846 Acres K) N N ,to V) K) 2M M 00 10' P.U.E. / Approx. Location of Special ♦ N to V) N (n to (� V) N N N - - _/ I" Flood. Hazard Area, See Note 2. t-=-----�: ---- _ _ ♦ 10 P.U.E. lac - 4 7 - ♦ (7165/59) 9.43' 140.84' 55.43' -- _ - / 10'PU) 310.95' 65.00' 65.01' 55.58' 65.01' 65.01' 65.01' 65.01' _ PO%/7t of (7165 59 r - - - - - - -- - - « , 82.72' 119.47' S 4629 41 W 646.67 L - ,v , 65.01' 65.01 65.01' 65.01' 65.01' - - Beginn%nq _ S 462723 W 842.86 30' Producers v ♦ ! cers Gas Co. Pipeline r ♦ �_ Easement (534/84) Called 19.7173 Acres e Called 60.153 Acres - Greens Prairie Investors Ltd. e � � TREES REQUIRED 147366, 'P.294 o City of College Station i V.6974, P.241 r;FNFRAI Nr1T97C I I ', Til T '' T I T' •�-•r II LINE TABLE LINE LINE" TABLE LINE L13 BEARING 90.04' DISTANCE L1 S 86'37'23" E 134.97' L2 S 86'37'23" E 58.93' L3 S 60'41'00" E 22.13' L4 S 60'41'00" E 56.98' L5 N 77'45'46" E 63.39' L6 N 77'45'46" E 82.48' L7 S 74'51'10" E 24.23' L8 S 44'33'24" E 90.00' L9 S 46'39'56" E. 50.03' L10 S 70'04'56" E 50.00' L11 S 64'06'55" E 50.00' L12 S 84'10'54" E 35.65' LINE TABLE LINE BEARING DISTANCE L13 S 40'21'47" W 90.04' L14 S 55' 18'25" E 55.94' L15 S 40'25'28" W 37:84'. L16 S 60'52'13" W 57.39' L17 N 74'52'22" W 33.36' L18 S 11'13'14" W 53.57' L19 S 78'46'46" E 20.00' L20 S 81' 18'23" W 60.00' L21 N 8'41'37" W 20.00' 122 S 19'55'04" W 5.02' L23 S 19'55'04" W 5.02' 1. ORIGIN OF BEARING SYSTFf� The record bearings and actual measured distances to the found 1/2" iron rods along the adjoining phases of Shenandoah Subdivision were used as the basis of the bearing system shown on this final plat. 2. According to the Flood .. Insurance Rate Maps for Brazos County, Texas P -1.L V1_/ , 1 and Incorporated Areas, Map" Number 48041C0325E, Map Revised May 16, 2012, a portion of this property is located in the Special Flood Hazard Area Zone AE. n 3. Thisproperty- is zoned R-1. The building setback requirements are established by V - the Ity of College Station Unified Development Ordinance. 4. No lot shall have driveway access to Alexandria Avenue. 5. All distances shown along curves are arc lengths. AA1-5 6. All common areas and landscape easements shall be owned and maintained by "the -jff _ homeowner's association. 7. This 28,411 ACRES subdivision is within the.. Spring Creek SanitarySewer Im act Fee p Area. 8. Monumentation: Unless otherwise indicated, all lot corners are marked with 1/2" Iron Rods..BLOCK L OTS 15-27 41 LOTS 1-18, BLOCK 42 i LOTS .1-9, BLOCK 43 LOTS 1-21, BLOCK 44 O - 3j4" Iron Pipe set O - 3/4" Iron Pipe found- LOTS 1-5, BLOCK 45 LOTS 1-6, BLOCK 46 I o - 1/2" Iron Rod found LOTS 1-14, BLOCK 47 ® - 1/2" Iron Rod, Set O - PK Nail Control Monuments set in Asphalt Pavement, ROBERT STEVENSON LEA .GiUE A-54 at Intersections and radius of Cul-de-sacs. SHEET N0. 5 -indicates aces minimum ha habitable le f' Inish floor elevations ns N G.V ( 1 ' / cJU%y E 2013 .D. commensurate' with. the "rewire q meets of the City of College Station Stormwater Management Ordinance Owner: SCALE 1 = 60 Edward, Froehling 55dlvevor: 7. ABBREVIATION: McClure &Browne Engineering/Surveying, Inc,. �v� + College High Lonesome 1008 Woodcreek Dr., Suite 103 P.D.E. _Public Utility Easement 1a,.£•" �►a eGtg� t5&�a�N Station, TX 77845 _ 3887 Public Drainage Easement College. Station, Texas 77845 )776-8266 (979) 693-3838 _ OF 2 SHEETS (979) 10600009-001