The URL can be used to link to this page

Home My WebLink AboutDrawingsN CW-C RYP N ENTRANCE RAN N FXI, RW a EXIT RAV ' AMTN M mum -].It m Al10AEx1 WX w m MEN IRAIRIF 0 ALICK"T NMiN M MEN MIRIE 0 KIOMENT XORM N MEN IRAIRIE N NIC.AENI PI STAN. • 2.10.21 II SIATIM 11.011•31 PI STAtia 2.10.56 II SIAIIM 1!-ST l{ D,P! I I ` DELTA • N CO. 51.11• ILII DELTA • T 11' 31.11. 1.11 NL1A • ! 01. 11.52• (Rr) DELTA • 1N' 20.01' ILII , , . • ' ' + K EE OF CNVF • W S" ".IS- OE EE OF CIPV[ 1• N' 3S.11• OENLE OF CURVE • W 57' 11.15' DIME a CNNf t' 51' "WE" • }I0. ii INDENT IN. 1f . lA%E.I • I04.91 L[NIN • 420.!1 IEIWTN MA l[NiX 120.0 !ENT. M. i] IMlla . I.aON DIM • 5.00.00 RNM • km.N N01n 3.00.0 K STATIM • 0.0.N K SIATIM 10'09!.09 K SIATIM • 09.0.0 K SIATIM 11.12.0 II SIATIM • 1.20.31 Pr SIATIM • I$•ILN Pf SIATIM • 1.10.55 01 SIAIIM II.91.M J' END PROJECT LSls. •'F pT 11•tS'p N 10, , P, „•t5• 6}, STA 177-87.42 ED ~E CSJ 0050.02-076 •„5'009 1 ~SOL.,i ~ INN' '1109•' o~ D.N 5D o•N ~ „ 5x591• • . ~ • 1 a " ~ ,511• 1 N t l - / ~ I: 150'~,w••i'.. PAVEMENT e "FYISi1NG %1• lllw lr-~~IL L1 ~ _~,.i a ' ..~/5.00 • PAVEMENT TO BE REMOVED i o f J''36.N V - ';;1;.; .00 ANT OF TRANSPOATA"ON RYAN DISTRICT PRELIM 114ARY VISIQN E ECT TQ R A % EXIT RAN N EXIT RAN 10OECM XNIRIE ALIO NIEW SO MEN KA 0 IRIE N ALIN•ENI PI STATIM DELTA 1.01.16 PI STAi1M • r a' 0.0• IRTS DELTA 11~H II . r !Y 11.0' Nn GENE M [1X1'[ N' 8M' ME R M% • P 51' I1, 15' ,ANN LENIN M.fi "W"'T • 209.11 LEND •20!.20 • 414.22 WIM 3,-.00 WIM .1.000.00 K SIAIIM PI SIATIM • O.0O.a K SIA,IM 2.0.11 IT SL.IIM • 5.51.0 • 13•15.11 POL P0. f' 0 LAK SxLD ROAD WXLNE ( k0 NN SIEO raMUE Rao t t I t t' t t t t PROPOSED PROPOSED EXIT RAMP ENTRANCE RAMP 3iCAL SECTION TYPICAL SECTION TH OF BARRON RD I TO GREENS PRA 31 E : 71 N ! R 2 u[ , xROPOSEO _ 2 ~ SN. TOE INE ¢ nN.l [5Rd'T IL - 211 5, 12.15 0. 'MLA - n m % "ISLN TIE TO NNMF - 2e TIE 10 MtliO NR,30fN{N N 0i TIE t0 NMMEO FR •IUEEIM SIA • 0.0.5 1 fx i flll XIDEXIO ST • 1•N.N F . }2,01 L NLY SIA 4•15. 13 27 4 Mt;,{I 21 nu n r wa N e 26 = r _ .N ..o 26 0 - NB TURNAROUND AT GREENS PRAIRIE RD ~EXISTIN X l -ASS A R I RMR N i n1iINN F5' NM? 4n1 390 wAX 4 1 _ ' WM li N 3 290 L ~ N; 1 I 270 k • "N.p. 260 25 s EA 10. 0 ,T~rrtrnmt d lYme/ErhWn PRELIMINARY DESIGN SCHEMATIC CSJ: 0049-12-067 SH 6 FROM 0.4 MILES SOUTH OF FM 2818 TO GREENS PRAIRIE ROAD BRAZOS COUNTY FRONTAGE ROAD DESIGN SPEED: 35 MPH RAMP DESIGN SPEED: 50 MPH PREPARED BY BRYAN DISTRICT PLANNING PLAN SCALE 1" • 200' 0 200 400 600 800 1000 FEET PROFILE SCALE HORIZONTAL i" - 200 VERTICAL: I" • 20 M EX, W RAN NS IAl1E1NCE RNE N rIMAl10.10 w IYMMRpRM Salx M NMO. RR ALIM[MT PI SIATIM 1-.N Sal. M IANIM 0 ALItNEn PI STAIIM • /•I I.N AT MEM m l. PI SIAIIM IE m MIMEM '.2.25 1 AI WE PMIRIE PI SIATIM 0 AIIMEM IM11,% DELL • Y 31' 31. N' (Lil DELN • C N' a.a• Ott) DELL . 'W01' 55.0• LL,) OEL,A . w IE Ir.M• (LT) DEMEE N CAXXE IAmEM • I' N' 843• • 111.91 mcm OF aa% • rANGDa V ST' 11,15• • 311.21 DEME % tuRNE IANEM • 3r 11' 0.11• .1}5.91 OEME OF CMNF • TAKEM 3F 11. 49.11' . ITV 22 LENIN • I -II LEN. • 01.0 LE.- • 205.52 LENT" • %1.35 WIM PC SIATIM , NO.N • 0.00.0 Wla K STMT. •i,000.00 • S.i1.M .0309 K SIAIIM 180 II.0.03 WIM K SYA11M 180 4 0 13 Ii STAT IM • 3.15.51 Pi SIAIIM 10.0.M PI SIAIIM INM.% PT STAIIOX 11•X5.09 : : MIRK m1O f _ _ _ _ _ _ _ _ - - _ _ _ _ IJ Pa N' fl y t 11 16.5' tj NB TURNAROUND AT GREENS PRAIRIE RD TYPICAL SECTION G:/005002/076/schematic.dgn 11/06/02 09:12:29 AM ''r. i a w ( a'y LEGEND • -'-~98-= EXISTING COMOUR (MPJOR) a -r: /I _ EXISTING COMOUR (MINOR) ~ PLAT BDUNDARY 60' EL w ' I •r; _ ECTRfCAL EASEMENT I ~ K. T MOSS CAPI ~'AL CD CITY OF BRYAN ROW LINE ~ VOL. 215, PG. 589 14.28 S a EDGE OF PAVEMENT LINE ROPOSED LIFt STA ON ! 1 \ ~ ~ 1 ® ®I ~ PHASE' LINE' ~ N . 1 GRAVf1Y SEWER NE 2 w 3 147 - EXISTING OVERHEAD ELECTRIC ~ TO BE CONSTRUCTED BY E PROPERTY LINE I NED A-0 TR LINE - w 0 1 11 r~ - ~ , M, , • •:•'..~5D:p0'•~ - 47.50'• 47.50' 47.50' 47 0 47.50• 47.50' 47.50' - 47.50' 47.50' 47,50' 47.50' 47.50' 47.50' 47.5 ' 50.00' 54.31' ' 5: 1'.~`: ~ 45.00' - s :'r= ~ - - - " ~ 45.00'- - '45.00' 45.00' 4. I J ;1. , iD; - s' sluEwaLK - IA;, ;.1;; : r : : z z z z z ~~77~~++ z .zn m : z .z ' ~ .p ~ .p .p ~.LVS ll. ,Zp ,Zp z Z ,Zp A .Zp ~ ro .Zp SHENANDOAH ''I w ~ ~ ~ ~ a° ~ ~ ~ ~ ~ ~ ~ W`' ~ ~ iy IrAii 1. 3 I~ i4 If • ~ ~ • oN: PH.~SE 8~ A~ ~ ~ `~`:I~ lin 2 I~ I~ I~ I~ I~ I~ I~ I~ IN 1~ I~ ~ ~ • I`~ I~ I : . ; ~ ~ ~ ~ 4 ~ 5 6 7 ~ 8 9 1•U' ~ 11 = 12 - 13 ~ 15 16 ~ ' ; 17. I . 1.8.. - 19 ZONED R-1 { ::i:o,la3•AC,• I, I, 1, I, II I~ h I I I i~ ~ ~ ~ II o ; v> : ~ ; ; I~ ~ U ~ i` ~ ~ I I i I I I I,., I I o- ~ .1 :7~C.. ~ I~ N i~t .•'L•',+~ ..''.N N N N N I N N N N N N N N ;~i• • Q, O~ v v J 1 N N W ti: • z ~ tpp . m tD O N J V V V J Ol W p) w:' I' I ~t ' L~',.';~' O W O O O V V O O O O O O ~ Q~1 ~ :1~;• W W N N i 'r' .;I' °o °0 8° SEWER k.22:- - _ 3. T iD' v 10' P.U.E. ,65' • ~=1i.5 29: P.U,E. cn o LINE LET 8~ 50 ~ o _ _ 2.4 BLOC 1 _ 32.5 31. ~ W ~ '''25:85"'" 4 : " •2.4 ' 5.06• 750' - 4 .50' - --7.50' 47.50' 7.50' 47.50' 47.50' 4250' - 47.50' 47.50'- 34.90' 12.0 47.73' 8 w - 4'S7~... 45.28' PAVEMENT 19.72' 5.29' 45 2 N41 E~544.98 ~ ~_~_~r~---~- - ° C,~n_~_n.N~.~ °o ~ ~ ~ 24" RC y Alexandra nn Garden Dnve P - aDrive o 27' P g ~ S ~~rr Garden ~ 4 SID ':•'w`.`': b r.- ~ F` F- ~ 27 B-B ASPHALT PVMT 50 RO ~ / r ~ W FH1 .YK ~ o ~ ~ ~ P ENT 27 B-B ASPHALT PVMT, e ~ ti a STRIPING ~ . ~ ~ 4' SIDE su;. .e.. - - _4 - - _4I~' _8 _4Z5D'=_ 4 _ 0.016 C. ALK _ - ~ - - - - - - - - - - - y 4 I 0 - - _ ~ - - - 49 OC 2 • ` i0 P.U.E. r :t'. . _ _ 5' PUBLIC - . _ _ - WATYRIJNE - - ` . z z z ACCESS z z z z z z z z z z z •69 - _ b~~ %I'. z ~ 5' PUBLIC z ~ ~ .a •n ~ - •a .a .a a ea.r c rrs ' J0,•'~: ~ ~ ~ EASEMENT w ~ a m ~ m m o; o0 o w ~ z z 10' a ACCESS ~ SHENANDOA R,u:E:- Z - ~'L:' : ~ ~ m ~ m w ~ m io m m m : •';,i'' f' . P.U.E. m, EASEMENT ' :I ■ ~ ~ u: t0 O w ~ t0 tD PHASE 8- ~ ~ ;COmN1o1J-1~ I~ I~ IN Iv! Imo. I~,• . I~ I~ IN i~ I~ I~ I~ A t0 r 5. ~ •oN•:•` ~ L. 6046 PG. ~ 57 ! L~'.•A7fr .,1~;~ . ° - 2 - 3 33 4 5 3 G 7 8 ° 9 10 11 12 13 14 h 15 ld ~ , ; ~ 18 h 19 IN IN 2 7 ; t11u:A. 'L 2 2 2 cam` `L ~ ~ ~ ~ 1N •A . Etl- , 1N ZU y, a'i. . I I l i I I i t I I I I I I I I I I I I I I I I I I~ ~ N ,,r: , , 17 ~ I~ I~ s~ . ZONED R- _ N N N N N N N N N ( .Z• 7-AC, ` ~ I I ~•I.O.•140'AC: c0 N ~ On Oo Ou 00 m J V V J N i I I',:' • : I N N N 'r ( ~ W r ' 'fG' . 0) ~i :'•.O N N tJ W ~ W W W W N tvD O tD •A O r~. N in O I . ~ 07 ~ ~T ~ N W 0 t _ 10' P.U.E. N ~ ' 9r y _ :I. I - f 'L•- - - 6 SIDEWALK '~J',- `:~48:65'.~ 47.50' 47.50' 47.50' 47.50' 47.50' 47.50' ~0' 47.50' 47.50' 47.50' - 4 .50' 4750'- 47.50' 47.50' 46.00' 52.00' ~i'~ .95'.•''. 49.00'. .50' 45.00' - 45 .001 45. `r~. Mi-t2 ~ 20' ,u.E. - 1 11 1 FH - - - - - - - - - - cas cts ~ Gas cns crs crs c cas cas c - cas cns ~ ~ J~ ~ - _ - - L ~ L RI C E TO HO ES SRI RE K a° srt L Low I 1S ~ I PR SSURE S BDI SIO t r 16 I ~ ~ 1 2 I ! ~~QMES 19 110 ~ 12 ! l3 114 1G I l7 1 1g i 19 NbTURALI 27 28 I ~ ~ f ( PH. n- 9!.120 I AC. ! I - I I } B1~IVISIO i I ~ I I I I I ( GA5 ~iPEUNE f ~ I ~'ol. 9513, IPg. 1148 1 I I~ 1 I4 I ~ ~ 17 I ~ 3o PiPEUNE I ( ZC ED PD ~'DL 5 9 I - - _ _ t Z NED PDD aRDDUCEF 3 5 6 7 s I j 18 B ~C 20 21 22 23 24 25 2b ti. 13 I I Lr*-1 J CURVE TABLE LINE TP,BLE--- - - CURVE LENGTH RADIUS DELTA TANGtNT CHORD CHORD BEARING, LJNE LENGTH BEARING Ct 39.24' 25.00' 89'56'32" 24.97 35.34' N8TD4'27"E Y L1 70.87 N42'O6'11"E C2 14.90' 1975.00' 0'25'56" 7.45' t4.90' N41'S3'13"E 36:81 N30'24'21"E C3 78.64' 400.00' 11'15'54" 39.45 78.52' N36'D2'18"E L3 34.56' N53'04'04°E C4 158.21' 400.00' 22'39'43" 80.15' 157.18' S41'44'12°W l4 102.00' N48'19'45"W C5 79:57•' 400.00' 11'23'49" 39.91' 79:43' N4T22'09"E L5 54.70' S50'20'14"E C6 39.27' 25.00' 90'00'00" 25.00' 35.36' N03'19'45"W L6 53.03' S50'20'14"E C7 20.15' .575.00' 2'00'29" 10.08' 20.15' 549'20'00"E L'7'"' 26:97" S48'T9'45"f' ' CB 21.90' 625.00' 2'00'29" 10.95' 21.90' S49'20'00"E L8 34.16' S30'15'01"W . C9 39.27' 25.00' 90'00'00" 25.00' 35.3fi' S86'40'15°W t L9-- 37.21' S52'S4'44"W C10 79.73' 400.00' 11'25'14° 40.00' 79.60' S35'5T38°W L10 70.77' S42'O6'11"W C11 158.21' 400.00' 22'39'43" BO.t5' 157.18' N41'34'S3"E C12 78.48' 400.00' 11'14'30" 39.37 78.35' S4T1T29°W C13 15.28' 2025.00' 0'25'56" 7.64' 15.28' N41'53'13"E C14 39.30' 25.00' 90'03'26" 25.03' 35.37 S02'55'33"E NOTES: L'i 1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD-83 TEXAS'STATE PLANE COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. 2. THIS PROPERTY IS CURRENTLY ZONED PLANNED DEVELOPMENT DISTRICT (PDD). '}fir 3. THE •FOLLOWING MERITORIOUS MODIFICATIONS ARE ALLOWED BY THE PDD ZONING: (re i ' 1 A.-THE~PROPOS€D MINIMUM BUILDING SETBACK LINE RE UIREMEN S FOR fiH1S - _ _ , _ Q T D SUBDIVISION ARE AS FOLLOWS: 20' FRONT, 20' REAR, 15' SIDE .STREET AND 5' SIDE. n i B. THE PROPOSED MINIMUM LOT SIZE AND DIMENSIONS FOR THIS SUBDIVISION ARE AS _ FOLLOWS: MIN: LOT AREA = 4500 SF; MIN. LOT WITTH IS 45' AT THE FRONT OR REAR r RESERI SETBACK LINE AND 35' AT THE STREET RIGHT-OF-WAY LINE; MIN. LOT DEPTH = 100'. m 4.326 i~ • - 1 4. A VARIANCE IS REQUESTED FOR SUBDIVISION ORDINANCE, SECTION 8-J.2 -BLOCK LENGTH. (p ° -•-Y1 IT1 0.488 ACRE 5. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF 111 .838 ACRE COELEGE STATION AND FIELD SURVEY DATA. D t W 0 6:' NO••PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE ~ FLOOD INSURANCE RATE MAP (F.LR.M.), COMMUNITY PANEL N0. 48041 C0205-D & N0. 111 im 4804'1•G0201'-O, EFFECTIVE DATE 2-9-2000. 7, CURVE LENGTHS. SFIOWN• ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS. ~ ~ t ` 8r. QWNERSHIP. O.F TH1S TRACT IS BY DEED, VOL. 5583, PG. 120 OF THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY, TEXAS. , fti.- 9. THE LANDSCAPING IN THE COMMON AREA MEDIAN OF SPRING GARDEN DRIVE 'NILE BE MAINTAINED BY A PRIVATE LEGAL ENTITY (HOMEOWNER'S ASSOCIATION). g" ~ N. 10. THE COMMON,.. THE..LANDSCAPING..IN THE..10' .WIDE LANDSCAPING EASEMENT ALQNG WHISPERING CREEK DRIVE, AND THE LANDSCAPING IN COMMON AREAS A & B WILL BE MAINTAINED BY THE... HOMEO.WNER'S ASSO.CIATIO.N. 5.7f••ACRB5 ~ --;s'R-BF~'P!€/~VC'-E3if1E~f 415 ~ - l- i 11.. THIS.:PRO.PERTY..IS .IN .THE CITY.'S...97-0.1. SEWER IMPACT FEE AREA. IMPACT FEES ARE DUE DBiBLOp;'raNT, LTD _ 62.18 ACRE TRACT L27n,21 PER ORDINANCE. ~ . ZONED C-f ~ F ! ~ ; '~~'x . SO ID S E SERVICES WILL BE BY INDIUIDU 12 L WA T AL TRASH CONTAINERS FOR EACH UNIT. IC - 13. SUBDIVISION ELECTRICAL SERVICE: SCALE:. 1'=60' AUGUST, 2004 A. THE DEVELOPER INSTALLS CONDUIT PER CITY SPECIFICATIONS AND DESIGN. REV. OCTOBER, 2004 B. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING EASEMENTS TO OWNER/DEVELOPER: ENGINEER: COVER ALL PRIMARY ELECTRIC SERVICE AND EQUIPMENT. C. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING AND INSTALLING Spring Creek CS Development Ltd STREET LIGHTS PER CITY SPECIFICATIONS AND DESIGN. 4490 Castlegate Drive TEXCOt D. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING A 5' EASEMENT -sE I M In m M" A'"" "I" f 0=~~ I-A L At m I m 11 m ff L College Stationtion, , TX 77845 SURVEYOR: General Contracts TO COVER STREET LIGHT SERVICES WHERE THEY ARE NECESSARY. em% Dante Carlomagno, RPLS No. 1562 Ginger L. U~so, P.E. Carlomagno Surveying, Inc. 1707 Graham Road N%Mit FUIA Ismilko %moo; R 2714 Finfeather Road College Statlon, Texas 77 Bryan TX 77801 (979) 690-7711 (979) 775-2873 W it ~ i ~ ~ 1 ~ e ( - r 60' ELECTRICAL EASEMENT I , CITY OF BRYAN K.T MOSS CAPITAL CO VOL. 215, PG. 589 14.28 S j;.:. W - 2 3 147 EXISTING. OVERHEAD ELECTRIC , TR LINE NED A-0 •''r' ~ V ~ 'il I PV ~ - ' ' 47.50' 47.50' 47.50' 47.50' 47.50' 47.50' 47.50' 47.50' 47.5 ' 50.00' 54.31' ~ t , .5::T' ` 45.00' 45.00' 45.00' 45.00' 4 50:00'.= ~ 47.50' 47.50' 47.50 47 47.50' •'',.w: I ;.i. 6' SIDEWALK . ' P. I .•.iP z ~ ro z z I :.i-•;.' ''.z z z z z #x,265 C. ~ ~ ~ ~ ~ ~ z ~ ~ 3.433 `,t 't :a~a ~ ono m m z ro ao a ou w o; ~ ~ ~ t0. • xi.~ ~`0• m z I a; z .3 .a -.I M[VI ~ ~ ~ ~ ~ m ~ ~ ~ IN I~ SHENANDOAH N~I .a. ~ I~ I~ I~ IN ~ ~ I~ I~ 14 I~ 15 1 ~1..•:-:: ; orr:~ ~ I~ I~ I N~ ~ I~ 2 IN 3 I~ IN I~ 10 I~ I~ 13 ~ 6 ~„c,.', 117 II 18 ~ 19 20 ~ i PHASE 8-A • : I ',~'A"~ • 1 4 5 6 ~ 7 ~ 8 ~ 9 ~ ~ 11 ~ 12 ~ ~ ~ I f ~e ~ ~ I I o'. ~ , cn u+ I N N I I I ZONED R-1 I;oaa3'ac:-a I I I i t I I I I I 1, I, I I i t I I I, I I N N,; _o'is' Ac::.•;~,'• N N ~ ~ I~ t 'I N N N tJ N ~ ~ N N N N N N N N i0 OWU .~'ju~'. I I I i i" •'I. ' 01 Oi J J O W 'I' W W V N N •01 tD O O O V v O D O O O O Ol a- I~,I 0 0 8" SEWER k•~'~.-- 7' 10 P.U.E, cn o 0 0 10' P.U.E. WNE 50.65' : 6529.: o ~ ~ BI+~C 1 _ _ _ '3 32.58' s'- 31.2g~ 145 - - _ _ - - - - .50' - 47.50' 47.50' -47.50' - 47.50' 47. 34.90' 12.0 47.73' ~ 8 `w - 45•2B' 19.72' 5.29' _ 4 25:85:•' 4 • 2.42 35.0 ' 47.50 47.50' 47.50' 47.50' 7 _ _ ~ 3 - 91 - - - ~ l/ o r.~S~'^;:'~^,.-;;p~~.,.=:'v.."~,•..-''s.•.,.. ` o~ r, ~ ~ 0 1 II wrr J 9f~'Sr A.•- 5[- 5! -I ST-• - - ST Sf - Sf ST- ST - ST- Sf ~ ST" R- ST I - L1 2 N 41 E 544.98 ~ ..G.. - 1 1 - o ~ ---j TITl GaTde~ o E- ~ -j S Garden DT1Ve to INLEr 1a" RCP .o16AC. 1~= • g ~ p g 4' slo ~ • , .Alexandra Dnve a v: 0 50 I WiNT" o E- ~ ~ B-B ASPHALT PVMT 50 ROW ~ I ~ 7 B-B ASPHALT PVI ~ . FH1 0 1 11 ti 1 J O` A ~ _ .'a.w., t.. ' ii -8 _ _ _ -8.. _e _ 4 ~ IDEWALK . d:~r ~ i • 0.49' - - - - - - s~,„ BI r . , 10' P.U.E. WATERLINE 9 I i _ 5' PUBIJC 9.6g~ _ 0~ ' 10' P.U.E. z - • z z z--ACCESS. z--.~-_ Z- - , _ a - 10. ; ao m au EASEMENT ~ ro o; ao ~ y- w a z . ~ .z, a SHENANDOA : P:U:E.•' ~ ~ ~ ~ ~ . , ~ . ~ A accESS ~ ~ ~ o m m ~ ~ m m o; ,EASEMENT m `0- f0 PHASE 8- ~ _ ~ A ~ ~ I~ I~ IN I~ I~ ~ ~ p~'::~,:.: „ I~ I~ I~ I I~ ~ !con~orih I~ I~ Iv= IN I 6 - 8 9 10 11 - 12 ~ 13 - 14 lu= 15 16 ~ 18 h 19 - 20 2 3 4 ~ 5 ~ 7 ~ ~ ~ ~ ~ ~ I~ ;.:D 17 IN ~ ~ I~ OL. 6046, PG. 57 ~ i~•~• ~ ` i~ i i~ Iii II I I I I I I I I ~ (I II I~ I ~ ' rs Ac:.- ; ~ I I i! ! ZONED R- - :~:.i',.:- .r:: B N N N N N N N N N N N N N N N ~ ~ri m' I~ N N Cfi J I I` ..R • I N o, J l I; 0,:1'4U AC 1D m oo m ao rn a o ~ ~ v m ~ • ` ~ ° ~i'~~ -:I Ol \ f1i ~ W f71 ~ o N tD ~ (0 O W N aD W Ol 00 W 01 N O 01 0, ;p N .'r:. ~ r' N {a J J - - .'I: 6' SIDEWALK . .f, i 7. 0' 47.50' 47.50' 47.50' . 0' 47.50' 47.50' 47.50' 47.50' 47.50' 47.50' 47.50' 48.00' 52.00' 6 .95''` 49.00' 48.50 45.00' 45.0 ' 4 :.48.65. . ~ 47.50' .47.50' 4 , -7 ' i / ; „ _ ' - - - r ~ ~ FH - ~ - ~ GAS - cns cas cns as cAs cns cns - el~s _ - -r - - RI C E TO SO ES P. - - SRI ~ RE K 8" STE L LOW / PR 5SURE S 9DIV SIU I 15 ~ t5 I ~ 0 ~ ME I 9 I 1.3 ! I4 16 117 1 I8 I .t9 N~ITURAL I pH. ~ - 4.120 I AC. l 27 I ~ i I ~ !N Q ~ i 10 ~ it ~ ~ I ~ I 2 GAS PIPELINE 1 i I UBDIVISIO.~ i i I I I i I I I I Aod. X513, I Pg. 1148 130' PIPEUr `I 14 ! = ~ 17 ~ _ D~ m I r ZO ED R R_4 PRO UC ~ _ I o I J____~ , ~ Z NED - I 3 4 5 G 7 ~ ~ 20 2l 22 23 24 25 ~G 1 ~ QC 4 3 I 1 ~ . I I N I , :j ell J VE Tf~BLE CUR LINE TABLE CURVE LEPlGTH RADIUS DELTA .TANGENT .CHORD CHORD BEARING . UNE LENGTH BEARING Ct 39.24' 25.00' 89'56'32" 24.97' 35.34' N8T04'27"E tl L1 70.87' N42'O6'11"E C2 14.90' 1975.00' 0'25'56" 7.45' 14.90' N41'S3'13"E L2 ~ 36.81' N30'24'21"E C3 78.64' 400.00' 11'15'54" 39.45' .78.52' N36'02'18"E L3 34.56' N53'04'04"E C4 158.21' 400.00' 22'39'43" 80.15' 157.18' S41'44'12"W 9~ L4 102.00.' N46'19'45",W C5 79:57' 400.00' 11'23'49" 39:91' 79.43' N4T22'09"E L5 54.70' S50'20'14"E C6 39.2T 25.00' 90'00'00" 25.00' 35.36' N03'19'45"W L6 53.03' 550'20'14"E C7 20.15' 575.00' 2'00'29" 10.08' 20.15' S49'2D'00"E L7 26.9T S48'19'45"E ~ C8 21.90' 625.00' 2'00'29" 10.95' 21.90' S49'20'00"E L8 34.16' S30'15'01"W C9 39.2T 25.00' 90'00'00" 25.00' 35.36' SB6'40'15°W L9 37.21' S52'54'44"W C10 7g•73' 400.00' 11'25'14" 40:00'. 79.60' S35'5T38"W L10 70.77 S42'O6'11 "N1 Ct t 156.21' 400.00' 22'39'43" 80.15' 157.18' N41'34'53"E C12 6.48' 400.00' 11'14'30" ~ 39.3T 78.35' S4T1T29'W C13 15.28' 2025.00' 0'25'56" 7.64' 15.28' N41'53'13"E 1 C14 39.30' 25.00' 90'03'28" 25.03' 35.37 802'55'33"E 1 f ~ _ s .ir=e ,r ~ n- T NOTES: 1 1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD-83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. - _ _ _ ,Y_ _ _ 2. THIS PROPERTY IS CURRENTLY ZONED PLANNED DEVELOPMENT DISTRICT (PDD). i 3. THE FOLLOWING MERiTOR10US MODIFICATIONS ARE ALLOWED BY THE PDD ZONING: _ i A. THE PROPOSED MINIMUM- BUILDING SETBAGK LINE REQUIREMENTS FOR THIS- SUBDIVISION ARE AS FOLLOWS: ZO' FRONT, 20' REAR, 15' SIDE STREET AND 5' SIDE. ROPOSED MINIMUM .LOT SIZE AND DIMENSIONS FOR THIS SUBDIVISION ARE AS B. THE P FOLLOWS: MIN. LOT AREA = 4500 SF; MIN. LQT WIDTH. IS 45' AT THE FRONT OR REAR ' S RIGHT-OF-WAY LINE' MIN. LOT DEPTH = 100'. SETBACK LINE AND 35 AT THE TREET , iii i i 4. A VARIANCE IS REQUESTED FOR SUBDIVI510N ORDINANCE, SECTION $-J.2 -BLOCK LENGTH. 5. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE STATION AND FIELD SURVEY DATA. 6. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACGORDING TO THE FLOOD INSURANCE RATE MAP F.LR.M. , COMMUNITY PANEL N0. 48041C0205-D & N0. ( ) 48041 C0201-D, EFFECTIVE DATE 2-9-2000. LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS. 7. CURVE 8. OWNERSHIP OF THIS TRACT IS BY DEED, VOL. 5583, PG. 120 OF THE OFFICIAL DEED REGORDS OF BRAZOS COUNTY, TEXAS. rf 9. THE LANDSGAPING IN THE. COMMON AREA MEDIAN OF SPRING GARDEN DRIVE WILL BE t MAINTAINED BY A PRIVATE LEGAL ENTITY (HOMEOWNER'S ASSOCIATION). _ , t:. 10. THE COMMON AREAS AND THE LANDSCAPING IN THE 10' WIDE LANDSCAPING EASEMENT ALONG V ILL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. WHISPERING CREEK DRI E W 11. SUBDIVISION ELECTRICAL SERVICE: A. THE DEVELOPER INSTALLS CONDUIT PER CITY SPECIFICATIONS AND DESIGN. • B. IHt UtvtLUNtH i5 NtZjrUNNbLt rUN [ NUViUINU tAbtMtNl,) lU COVER ALL PRIMARY ELECTRIC SERVICE AND EQUIPMENT. OWNER/DEVELOPER: ENGINEER: C. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING AND INSTALLING STREET LIGHTS PER CITY SPECIFICATIONS AND DESIGN. Spring Creek CS Development Ltd 4490 Castlegate Drive D. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING A 5' EASEMENT College Station, TX 77845 TEX*C0 TO COVER STREET LIGHT SERVICES WHERE THEY ARE NECESSARY. 31 m-0 R"Emo m L I M 1 181 ftk' 41' ` A41 KO~ I "Yr owum- " NL A , w I SURVEYOR: General 9 LUrS onP Erac Dante Carlomagno, RPLS No. 1562 Carlomagno Surveying, Inc. 1707 Graham Road N%j I %JR REk.;0RLJ 2714 Finfeather Road College Station, Texas Bryan TX 77801 (979) 690-7711 (979) 775-2873 441 1~` ~'W~oxJ $^3c5-OL} Wkk1, _ I } 60' ELlrCTRICAL EASEMENT C1TY OF BRYAN VOL 21,5, PG. 589 ~t,T. ,BOSS CdPITAL GQR~, #,{.28 ~4C ~ i~ 1Tnn~~rr D A ~ H ~ . ~ . 45.00' 45.00' 45.00' +1.5.00' 46.00 ' a , ,r ° I ' N414+115 E-127.50 z z z z z z l I ~ ~ ~S ~ ~I ~ ~ I b I 15 I j ~ AAA C , I~ IN IN Iw I~ I~ I ~ I ~ ` I I . :1 9AG:. ~ 17 18 19 20 ~1 ~ 1 N414q 15 E~127.50 I I II II II I II ) ~ I , ! BLACK ~ I o ~ 10 P,u,e. to' ~ ~ N N N N I ~ ~ P.U.. , ~1 ~I V v (p .p, I ~ I N ja ~ O O O I s I O r,,.._. to O O O O Q I • .a ( O u ~ I I ~ . . 10' P.U.E. I Rai .p " - 27.50` l ~,;t- ! W N414015E 1 0 ~ 81 43.92 45.00' 45.00' 45.00' 45.00' 28.56' ~ ~y m ( I ZONING , t~' ~ ~C u ~ t ~ I 4 I _ Bo NDARY ' N41°40'15"E-'252: b SP~I~iG CREEK CA ENS ~ I .Q► ~I ' q SpBD1Y1S10N m BLACK 3 I ~ 11~E NDER OF 14.02x1 ACRES r ~I - ass , , . S T111 CTa~iden ~~'1Ve I SPRING CREEK CS PHAS.~ 1 ~ ~ N4140 t5 E-127.50 f;. 1 0 C m DEYELOP~ENT, 1,TD. VAL. P ~ ~ 5 ROW 3.457 wr'11.i, I _ I _ RESERYE TRAG~T . S 41°40'15" W ~ 252:49' ~ C.A. G u (cn r i ~ ~ C I 3 b~ 4.326. ACRES- I - - - - U,U l ti AC. g 4 . --4b;80 46:96-- -•46n~8O • ~.9~- ~ ~ I I a . ~ ~ ~ ~ so I " 0. 88 ACRES ZONE~9 A 0 , ' ~ i ~ N414Q 15 E^ 127.50 I (,a 8. 38 -ACRES ZONED C-1 1D' , I N I ■ u ; z z 5 PUBU z z z z ~ 171 P,u.E. I a I I ACCESS ~ ~ ~ ~ 10 ` ~ I ~ EASEMENT ~ ~ ~ p,li,~. ( ~ I ~ • . so co ~o w co a ~ I .P ~ .A ,P ? ~ N I O r- I ~ I ~ . IN 1$ IN ig IfA 20 IN ~1 lug I~ ~ ~ O ~ ~ " , N S 16 c. Mn~toN ~2 ~ A a I ~ : 17 ~ ~ ~ ~ ~ ~ I N414015 E-127.28 . ~ I i. ~ 11 I I I I l i I I ~ I I I I r I AREA.. D ~~(A/} T ^ ^ r `Q:i58 A~' N N N n~1.2 N N , J J V V J a, LL, ■ 1 ' I , r~ N N O O to I (1J i ~Tt 4O 1~~ 26,$6 r~ w o; w t~ w I cn r' I n" I (w ~ s a, C.A. F ~ P, . I P' ' 10' P,U,E O ~ ~ W I ~ P.A.1F. ~ r0 IJ E O r If': N ~I I~ - Q~~_= ---U 52.50' 45.00' s 45.00' 45.00' '45.00' 45.00' 14.74' 1 ~ 1 - 0 1 1 1 ~ $ X17 30' IPELINE EASEMENT i w 1 w i0~ _ _ _ _ _ _ ~ ~ VOL. 534, PG: 84 p N P ODUC N ~ ERS GAS CO. ~ ~ u m, _ SP NC C B% ~ 30' EASEMENT S 5.71 ACRES ' INHO SU DMSION MON MENT AQUILA SpUTHWEST pg, 1.L R~IYAINDBR OF 'rr I PIPEI'JNE I I I I YOL. 6518 PG. 1 I ~ ~ I r SPR'INC CRBB$ CS !8 I VOL. 1077, PG. 50 n DBY°LOPYBNT, LTD I i I I voz,l s7oa, IPG. 41 I I I I~ FUTURE 62,18 /CRB TRACT 20 21 22 23 24 25 26R 2SR DBVBLOPxBNT ariz 2so 27R 29R 30R r / SPRING CRBBX ZONED C-1 1 ~ TOlINBOYBS BL CK 4 sU,aDmsloN ..--2rt~ TRACT 1D-8 ~ FUTURE ZONED l-0 i DBYBLOFYBNT ---1 ~ 0.774 AC, t ~J . r. SPRING CRBBY NOT PLdTTBD TOINBO 8S ~ ;;n~_ , Y _C ~,Gllr sua~n~SlpN ~ ~ , , ~ _ _ , J: . ~ . . e~~ rive - . h„ tip . ~I ~ 0.397 AC. ~ - ~ _ _ I ~ i i i ~~I~"'..■ ~ 17R ~ I 50 25 i9 50 ;fir-~ -Y~ I i I ~ - I SCALE IN FEET i I: _ r 11 I u -i j '~r~ CERTIFICATE OF OWNERSHIP AND DEDICATION r CERTIFICATE OF THE COUNTY CLERK METES AND BOUNDS DESCRIPTION OF A 3;457 ACRES TRACT OF LAND fi STATE OF TEXAS SPRING CREEK GARDENS Y COUNTY OF RAZOS STATE OF TEXAS s`~BDIwsION -PHASE 2 T COUNTY OF BRAZOS OUT OF THE ~~Q6ERT STEVENSON LEAGUE, A-54 ' COLLEGE STATION I, Wallgce Phillips, Manager of S ring Creek CS Mana ement, LLC, the General a B'~~AZOS COUNTY TEXAS p g I Co t do hereb ' Partner of S rin Creek CS Develo ment, Ltd, a Texas I'mited art un y Clerk, in and fqr said county, _ y P 9 P I p nershlp, on behalf of S rin Creek CS pave a ment Ltd. t o certify that. this plat together ith Its Bert es of outhentjcation was Iled p 9 I p he weer and developer of the All that tract or arcs) of land I 'n olid bein situated in Brazos Count Texas out c for record In my office the _ dqy of 200 m p ~ g g Y' x.457 acre. tract shown on th►s plat and being a portion of the 14.024 acre Robert Stevenson Loague; A-54, and being out of the 14.0679 acre tract of land con the Deed Records of Brgzgs County, Texq;x, n Valum~ _ Pa e ~ tract conveyed to !t In Volume 5583, Page 120 of the official records of g to spring croak Development c.s., Ltd.,.: as recorded in Vol. 5583, Page 120, of the Brc r C Count Offl al Records B.C.O.R. and bA~in mare articular) described b metes and b1 B gaol aunty, and designated herein as Spring Creek Gardens Subdivision, y ~ ) g p y y i Phase 2, and .the 0,397 acre, trac shown on t 's WITNESS my hand. qnd officigl Seal, .qt my affige in Bryan, Texas.; as foliaws: t hl plat being a portion of the ~ 62.18 gcre tract conveyed to it in Volume 4712, Rae 260 of the office) • , g ~ BEGINNING at a 5/8 iron-rod set for the south comer of this tract, also being o pain ~L records of srazos County, and designated herein as Sprang Creek Townhomes the north line of the remainder' of the spring creek cs Development, Ltd. 62.18 acre t~ ~ Subdivision, Phase 18 in the City of College Station, Texas, and whose name is recorded in vol. 4712, Page 26q, of the B.C.O.R. from which the GPS Monument ,138 I subscribed hereto, hereb dedicate to the use of. the ub is ore er II streets COUnty Clerk ' South 69'34'52" East, a .distance of 3.22.64 feet, having a Texas State Plane Cgq dine ~ Y p I f v. a ~ ells arks, easements and Ubhc laces t er an she n for t o Brazgs County, Texas Valuq of x= 3,578,876.212 (E),;Y = 1G,191,t90,746 (N); . ys P P P h. a W, he purp se and canSideratian therein ex reseed. " p THENCE South 4134.53 West, a distan,~e of 125.24 feat along the cam an line ~gtvlps ~ " tract and said 62.18 Acre tract to a 5, 8 iron rod set for a west exterior comer of 'q~ Spring Creek CS Development, Ltd. remainder of the 62:18 acre trgct, also, being the north corner of Spring Creek Townhoi ~ ~Y S rin Greek CS Mana ement, LLC, its General Partner Subd(vislon, Phase 16; ~ ' P 9 9 i THENCE South 41'34'53" ~ West diatanie of 50.03 feet elan the common line betweer CERTIFICATE OF CITY ENGINCCR ' ° g 1 - tract and said Spring Creek. Tov~nhomes,Subdiviefon, Phase 1B to'a 5/8" iron rod sat fi . . comer, . I; Cit En i ear of the C't f Celle a Sta - By. n I a tiara Y 9 y 9 , aIIgG~ Phil l s, ~ ' i'p Manager Texps; hereby certify that this_Subdivision,conforms fi~ the requirements Qf THENCE south 41'34'53" West, a distar:,e of`41.46 feet along fhe common line-between the Subdivision RB UIgtIOnS o the Cit of Caile Station Texas. tract andrsald .Spring Creek Townhomes"Subdivision, Phase tB to a 5/8' Iron rod set fi g f y west comer of said Phase 18, also berg the north corner of the Spring.. Creek Townhon ~ Subdivision, Phaaa 1, Amending Piot, as recorded 1n Vd. 6708, Page 41, of the B.C.O.R. i STATE OF TEXAS . ' COU TY OF zOS r THENCE South 413453 .West, 4 distonc,e of 292.24 feet along the common line betwea N BRA CI En IneB treat and said Phase.9 .Amendin Plat to a 5 8" iron rod set for the south comer of , g / tract, alas being the. east. eomgr of thy-Spring Creek Gardens Subdivision, Phase 1, as Before me, the undersigned authority, on this day personally appeared Wallace recardgd in Vol, 6G63, Page '31, of the B.C,O,Ra _ Ali Philii s known to me to be the arson whose name is subscribed tote. P P h E e cam Ilne be wean this tr ct and said S rin Creek Gar en bd' THENG along th man t a p g d s Su i foregoing instrument, and acknowledged to me that he executed the same far t e rase qnd consideration therein stated. ' h P Phase. t for the following calls; I T^ " Given under my hand and seal on this day of __zN 2Q~, North 4b'19'45 West, a distgnca of 111:55 feat to a 5/8" iron rod set for corner, CERTIFICATE OF $URVEYO Around a curve to th6~right having a delta angle of 32'41'02", an arc distance of 57.0^ R a radius of 100.00 feet, find a chord. of North 25'1944 East, a .distance of 56.27 feet 1. U 50 ~ 5/8" .iron rod set. for.camer; 41lIi1Ep s STATE OF TEXAS h tfropryPublic,StatoofTww COUNTY 0 ~ AZOS , MyCommistionF.xpir9~A Notq P bhc, Brazos Count ,Texas F ~ North 48'19'54" Weat, a distance of 50.00 'feet tq a 5 8" iron rod set for corner, Y 0 S1~i1mhW Ob, 2001 .Dante Ca to a o " , r m gn ,Registered Pu~llc Surveyor Na 156,- In the State of TexQS, Around o curve to thq right having a delta angle of 27 26 08 , an arc distance of 47.81 hereb certif .that this pt i rU a Or m a aCtUal c radius of 100.00 feet, and a chord o South 55'23'23' West, a distance of 47.43 feel ~ y Y PI s t 0 nd q tact and wqs. prepared fro n f APPROVAL OF PLANNJNG AND ZONING COMMISSION aurvw of the nrnnar+~ nnr~ thn♦' 1ho nrnnerl„ mnrLare .,,,a ..,,,.,,,.,.,a.,+~ `wo,-a ~i~,•o~i 5/8 iron rod sef for: carner• ~ ~ under m ski orvj; w on .the o d. the nortn comer of said Lot 30R, also being a point on the south line of said Spring Creek Chairman of the Planning and Zoning Commission North 4819'45" West, a distance of 115.75 feet to a 5/8' iron rod set for corner, also for corner, also being Gardens Subdivision, Phase 2; OWNER/DEVELOPER.. ENGINEER: of the City of College Station, Texas hereby certify that the attar the north corner of said. Spring Creek G;jrdens Subdivision, Phase 1, also being a point r 9a Y y ed plat was southeast line of the K.T. Mass Capital Corp. 14.18 acre tract, as recorded in Vol. 2763 being a point on the THENCE along the common line between this tract and said Spring Creek Gardens Subdivision, Spring Creek CS Development. Ltd led in Vol. 2763, Page Phase 2 for the following calls: 4490 Castlegate Drive CON duly roved by the Commission on the day of 147, of the B.c.o.R., College Station, TX 77445 la 'agnte Carl g R,P,L.S. o. 562. 9ho THENCE North 41'4015 East, o distance of 501.07 feet along the common line between North 41'34'53` East, o distance of 41.49 feet to a 5/8" iron rod set for comer, . on line between this CI IRVCYf1R~ QAN OMAaNO tract and said 14.28 acre tract to a 5/8iron rod set for the north comer of this trai EKC OW-01 J", I also pain the west comer of the remainder of said 14.0679 acre tract; M Chairman b THENCE South 48'19 45 East, a distance of 303.59 feet along the common line betweer vi SO& tract and sold remainder of the 14.0679 acre tract to the PLACE OF BEGINNING contain. 3.457 acres. r ff W _ ! ~ ~ _ j' / ~l _ l ~ f i ~ s r r ~ 11~, , ~ 60' ELECTRICAL EASEMENT W ' ! ~ ~ CITY OF BRYAN ~ ~ K. T MOSS CAPITAL COl~~...._....,-``''~ - VOL.- 2L5, PG. 589. I - 1..4..2,8.. S{ ~ I; W ~ j z ~ 14~ EXISTING OVERHEAD ELECTRIC TR LINE ZONED A-0 p ~ i / ''r - - i _ _ ,r 47.50' 5681' ' ~ 5 7 . .45.00' 45.00 45.00' 7 0' - 47:50' 47.50' - 47:50' - 47,50' 47.50' 47.50' 47:50' - 47.5p' 47.50' 47.5 ' _ _ . .5D.00- 47:50- - 47:50- _ 47.50- ~ - - 6 SIDEWAL r I:` 10' ~ w 10' P.U.E. z z z z z z ~ ~ ~ ao ' ~ I ~ ~ ' ' ~ o0 0; a 0o w ao m S'' J m as m au w z z ' fCOMMON;: m m m m m ~ ~ ~ 'D. '0- ,p .p orr.'.I, ~ ~ ~ ~ ~ , o I~ ~ IN I~ sxENANDOAx ~ ~ I Ax~A ~ i~ I~ I~ iN IN i~- - I~ I~ 13 I~ 14 IN 15 Iii, 16 , I ; : ~ 1.7 z 18- ~ 19 . ~ „ ; .?N 1 I~r; 2 I~ 3- I~; I 5 ~ ~ ~ ~ g_ 9 ~ 10 ~ 11 ~ 12 ~ ~ ~ ~ I~ I~ f` P~r~~E 8- A , i . A ; . ~ ~ ~ ~ 4 ~ ~ ~ ~ I I I I I i I I I I I I I _,,,_~.1---~1~ : ~ 1 .Ae; : ' : ~ ~ : t: U 143'AC, i t I, I I I I I I I~ I~ I I i N N ~ ~ - i ~ N ZONED R-1 { ~ ~,tt .~'L~'. ';r~ N N N N_, N, ,I I N.. J. N y. J, v- d' v~ J- Q, ~ ~ W .p. J ~ rn ~ J J ~ b b o 0 4> io o c r~~ L, ~ o 0 o b o o ~ m o < o ~ ~ °o Q ° ° ° ° SIDEWALK ~NS~ r I,: , o rn o o o o • 6° SEWER . ~ ! 1'0' Ptl e. a o_ 10' P-.UrE UNE ; \ o~ _ . ~ BLOC 1 - - ---s~ - W s.81~- ~ 2.48' - - - - - - ~ _ 47.50' 47:50' _ 43:92' 45:00- - - , 2:42' 3s0 _ 47:50- - 47:50' 47:50' 47:50' 47 5 ' 4 . 0' 7 p' t 50' - 4 .5D- 7: 0~ _647:50- - 2.85. - - A~' ST-sr-sr sr-sr=~ -sr- -sr-sr- ~ sr-~',-sr-sr-sr-°IY o i n ~ ~ ~ ~ ~ - - ~ ° ~''1 ~ N 41 4015E 654.85 L1 2 STAMPED COLORED -j ' - - Q 10' INLET 24" RCP CO ETE rn . - ~ ~ nnnn Garden Dave . ~ ; 4' a o r b 4' SIDE~'fAL1C STAMPED COLORED ~le~~t1T`121 ~I•B~e 27 i' - 51DEWAUC ~ .7, 6-B ~ ~ - ~ - 27' B-B- ASPItAtT PVMfi; 50' ROW FH1 ''f .'~R~E o ~ n ~ I I . N. - tD - - - T~ ~~J C. vr- - . . Y , _ t7 - ~T,~_ _~D'__ 0:1 - - ~~T'Q- --47.x= _ ..52_ - /yam S ~ ~q ``I 0.49' _ ~~C . -2 " 10' P.U.E 8n ! ~ .r' - 5' PUBUC WATERUNE 4' ~ ~ z z z zSIDEWALK t""~ 'ry z z 5' PUBLIC r ~t z z z z z z ~ ~ 10'_ ~ i z z z ACCESS z z z 'I..' ; ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ z ~ a rn, ACCESS - 10- E4SEMENT oo ao ao m co of w au ao on m oo au ~ /r R:. oo- a w ~•U•E• EASEMENT - NDOA ~ P U E ' as ro so ~ ~ ~ m ~ ~ ~ ~ ~ '''o,- r'~ ~ ~ ~ Imo- ~ ~ ~ ~ w ~ • ~ ~ ~ ~ ~ ~ arr I~ IS ice- 19 I sE 8 I t~ t~ I~ - t~,- i~, - tm 10~ I~ ' 11 t~; 12 i~ 13 I~; 1-4- iw 15 h 16 ~ I , ; ~ PHA - , ce~lorr-l~ IN IN I~ 4 5 ~ 7 $ - 9 L. 6046, PG - 57 ~ ~ I~ I~ I I , i I I I I I I I, I I I I I : ~1 1 8 AC ' N ~ n ZONCD R ~ I': ~ N IV tJ N N,,._--•'~ pNp ` ~ ~ 00 Df J ~i J J J ~I //J~ ` ~ J J - ` ~ i ' c0 W ~ W ~ V J ~ N J N ' :,ii tNp W G 0,140 AC: ~ ' o a ~ oo ~ rn_.~, ~ •:I ~ m 1~ N ~ w m ao w m 1,,, cn I" o m ~ - - , l,.f 10' P.U.E. .'`f z , - - . 6' SIDEWALK _ . D - 45.00' - 45.00' L-~- _ 47.5D' 47.50' 47.5 ' 47.50' 47.50' 47.5 ' 52.50' ~'6 .95 52.50' :48:65`.*` ' 47.5D' 47.50' 47,5D' 47.50 47.50 4Z5D 7:50 47.50 47.5D : , _ 'N-ti--- _ _ ~ ~ ~s?~ ' - - ' - - - cis c F,-I ~ , f-7-~ ~ ~ ; ~ ~ . ~ ~ ~ . ! . . /I- _ _.-I. _ ~ - - ~ ~ 'cas- crs c J crs - . ~ - ~ r ~ ~ I: : / , ,~f ~ , , - ca.. c f - r i~L`~-'',~ ' / I✓~ I ~ i ~ ¢ I i '~I ~ ` ~ ~ 8° Sit L LON,' ~s ' f : ` : ~ ! ; ,1,~/,, / r f'; / , ~ n n T ~'RE K I i ~ ~ S lB~~ ~1 a7 _.~.._/-L-~ SE" [lrl I 1 I 1 I ° r' PR~SSJP,E ~ r~, , ~ I I 0 ~VH ME g ; f ~ NhT~izA~ I - ,f ~ ~ T I 10 II I ~ I ~•~.:1--~-~'T`r~ I ! t,~ I ~f Px. fi ~.~zo+. I~ I ~ I ' , . 1 1/ I I 4 ! I I:; ~n~. f ,,f I I ~o~ 5513; i Pg~: t? I -11, ~ j i ~ r +r ~ ~1 ° ~ i ZO ED I PD ~ i I I ` ' f , Z NED ~ PD . i r~~i `Y~ ~ E i I~ ~ I ~ i 1 I i I f ff `~f} I „ . Z~ r ``~-~-~r ; t ; I i _ _ 1 ~ ~ ~ ~ ~ ~ ' T;T r I ~ r~' l0 21 ;r2 M:, t4 i2S ~i ~ p i I ' , ~ i 3 t LINE TABLE CURVE TABLE UNE - LENGThF - BEARING u N42•os'11"E ~ CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING 7o.8T a l4 102.00' , N48'19'45°W G4 39:24' 25:D0' - 89'56'32° 24.97 35:34' N8T0427-"E ' L5 54.70' 550'20'14"E C2 14.90' 1975.00' 0'25`56" 7.45' 14.90' N41'53'13"E L6 53.03' 550'20'14"E C3 58.61' 100.00' 33'34'45° 30.17 57.77 N25'00'44"E d J L7 26.97` S48~T9'45"E C4 58.54' 49,62' 6735'42" 33.22' 55.21' S41'33'42°W L10 70.77 S42'O6'11nW C5 58.57 100:00' 33'33'22° 30.15' 57.73' N58'2TOD"E i 12, L3, L8 & L9 HAVE BEEN OMITTED♦ C6' ~ 39:27` 25.OD` 90'00'00" - 25:00' 35.36` N03't9'45°W C7 20.15' 575.00' 2'00'29" 10.08' 20.15' S49'20'00°E C8 2.1..90.'. 625.00' 2A0'29" 10.95' 27.90.' S49'20-00"E,... C9 39.27 25.00' 90'OD'DO" 25.00' 35.36' S86'40'15"W C10 58.57 100.00' 33'33'26" 30.15' 57.74' S24'53'32"W C11 58.57 50.00' 6706'53" 33.17 55.28' N41'40'15"E C12 58.57' 100.00' 33'33'26" 30.15' 57.74' S5828'58"W C13 - 1-5:28' 2025,00' O'25'5fr 7:64' 15.28' N41'S3'1-3"E C14 39.30' 25.D0' 90'03'28" 25.03' 35.37 S02'55'33"E NOTES: J WN HEREON IS REFERRED TO THE NAD-83 TEXAS STATE PLANE 1. THE BEARING SYSTEM SHO I COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. 2. THIS PROPERTY IS CURRENTLY ZONED PLANNED DEVELOf3MENT DISTRICT (PDD~. RITORIOUS MODtFICAT1O1V5 ARE ALLOWED BY THE PDD ZO~(ING: - 3. THE FOLLOWING ME r, ~ _ - - LINE REQUtREMfNTS FOR T~ttS A. THE PROPOSED MINIMUM BUtLDtNG SETBACK ' N 5' SIDE. SUBDIVISION ARE AS FOLLOWS: 20 FRONT, 20 REAR, 15 SIDE STREET A D 1 ~ D DIMENSIONS FOR THIS SUBDIVISION ARE AS B. THE PROPOSED MINkMUM LOT SIZE AN . , AT THE FRONT OR REAR- FOLLOWS. MIN. LOT AREA = 4500 SF, MIN, tOT WIDTH IS 45 - ' IGHT-OF-WAY LINE• M:IN, LOT DEPTH = 100'. ~ SETBACK LINE AND 35 Al THE STREET R , r., - - - TH. UJ 4: A VARIANCE IS REQUESTED FOR SUBDIVISION ORDINANCE, SECTION 8 J.2 BLOCK LENG ~ it1 TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF ~a 5. THE - STATION- AND FIELD SURVEY DATA. COLLEGE - OF THIS- T-RACY IS WITFIIN A SP€CIAL- FL-GOD- HAZARD- AREA ACC~JRDING TO THE ~ 6. NO PORTION f~ i FLOOD fNSURANCE RATE MAP (F.LR.M.), COMMUNITY PANEL N0. 48041 C0205-D & N0. 48041 00201-D; EFFECTIVE DATB 2-9-2000-: J 7. CUR!/E LENGTHS- SHOWN ALONG- THE 80UNDARY OR- RIGHT-OF-WAY LINES- ARE ARC L€NGTHS. 1 8. OWNERSHIP OF THIS. TRACT IS BY DEED,_ VOL_ 5583.,-. PG. 1-2D OP THE. OFFICIAL DEED. RECORDS OF BRAZOS COUNTY, TEXAS. Y THE HO'MEOWN'ER'S ASSOCIATION. IN ADDITION, 9. ALL COMMON AREAS WILL BE MAINTAINED B f h' Y LANDSCAPING- IN- THE COMMON-AREA M€DIAN- OF SPRING GARDEN- DRIVE, LANDSCAPING IN- TH:E 1-0° i S ! WIDE LANDSCAPING EASEMENT ALONG WHISPERING CREEK DRIVE, AND LANDSCAPING IN COMMON 4. A & B WILL BE MAINTAINED BY T-HE HOMEOWNEf~'S- ASSOCIATION. THE MAIN-TENANCE AND AREAS ~.4} REPLACEMENT OF THE STREETSCAPING ALONG SPRING GARDEN DRIVE WILL ALSO BE THE 5,7f- ACRES' RESPONSIBILITY OF TH€ HOMEOWN€R S ASSOCIATION. As y;R-~€-sP~NO-e~ _ DERELOPdfENT, LTD - IS IN THE CITY'S- 97.-0-1- S€W~R IMPACT- FEE AREA: IMPAOT FEES ARE DUE sz.18 ACRE PR9GT 10. THIS PROPERTY a7~z/zso PER ORDINANCE. zoNED c-~ v.~ rani ,n ~uncrc c~o~nrcc rnnl I ❑r ov Ininlvlnl Inl TRACLI rnnlT4lt\IRRC F(1R FAP N I II~IIT 1 I. JVLIU VVYIJIL JLI \'V Il.iLJ vv ILL UL UI II v VI v I V W/l Inl'+~+ii vvi• + 12. SUBDIVISION ELECTRICAL SERVICE: REV. OCTOBER, 2004 A. THE DEVELOPER INSTALLS CONDUIT PER CITY SPECIFICATIONS AND OWNER/DEVE`LI?'o ENGINEER: DESIGN. B. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING EASEMENTS TO COVER ALL PRIMARY ELECTRIC SERVICE AND EQUIPMENT. Spring Creek CS Development Ltd too% C. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING AND INSTALLING Colfege Stafion, TX 77845 E 1 STREET LIGHTS PER CITY SPECIFICATIONS AND DESIGN. PREL"l-MINARY PELA I 4490 Casfiegate Drive T D. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING A 5' EASEMENT SURVEYOR: General Contractors TO COVER STREET LIGHT SERVICES WHERE THEY ARE NECESSARY. Danfe Carlornagno, RPLS No. 1562 Ginger L. Urso, P.E. NOT FOR RECORD Carlomagno Surveying, Inc. 1707 Graham Road 2714 Finfeather Road College Station, Texas 77845 Bryan TX 77801 (979) 690-7711 (979) 775-2873 L \J i