Loading...
HomeMy WebLinkAboutCastlegate Sec10 Blk2 Lts50-98; Blk3 Lts6-10; Blk4 Lts1-8 PPf' NOW OR FORMERLY/ ( i` BEVERLY J. FURRIER f j PATRICIA J. VOGEL 1 f THOMAS L. BROWN ,- ,,.---"' 158 ACRES VOL. 854,_.P`G. 57 ' .,-NOT PLATTED � 'r �' 1 / � N42°38' 11 "E 45.15' _ _ , % ZONED A-0 rr - N42036'00"E - 14.22' ,f L4 1 146.73' / 98.42' 48.39'' 146.72' 146.72' \ 75.11' 109.84' 55.00' 55.00' 77.53' 16.51' 90.58r- j f - - - - - - - ' 1----------�-----1------------- t- /� \- - - - - - - - - - ,f --- - - - - - - - - - - - - - -� -� 1 `-- - - - - - - - - - - - - - - - - - - - - - - - - - ----->-T----�j --- � ------ f ----I V � ZONING f� 39 i l 3a°-P a E. ll j / // 1 II 76 / % / �1 1 \ \ sd, �'� I f �' I o r 1 1 I I I I � BOUNDARY I (, 1 1 \s� 20 P,U€' 8110 p`, 1 cr 1 0. 1 o c: 1 o rn p., 20' P.U.E. p / 1 11 - sus• O ° ' 1 1 R• 7S � ,� I �� 87,E gg p // 9® `' ti i c� 7 S9 � c0 60 �'� vl I �jN 6, � N 1 O / �I 1 � �, �� � j N 0) 09 � � � � p i 10' P.U.E 1 cNo 1 ?`�-5' P.u.E. / `,�o• I Szd,, o� cn N I N !y 1 P 1 R' // \��` 1 I t" M o_ �,; �* 91 f i 1 `'� / 1 w_ 1 1 rk �- I W _ STORM INLET / ��, 86 \ M 10' RECESSED 49/ 1 1 \ 1 1 / 20• P.U.E. 1 1 1 :' I I � I N I / 1 f \ - 39. / 1 1 -! 6 SEWER LINE / ! `L�/ ,3's.2�' 61 ��11 � �9 tip' 2 2\. 77 I �' � gg_1 s' _ 28 I � i 42.1 s_, �� 102�5 $ I � - 5' P.U.E. G15 1f 1 i G2 1 1 s �96, '1/ I � i 1 _ G- < 20' P.U.E. 1 ��i9 I �1 1 \ 64 b j,i Cb4 % ��% ��> Q \\ 1 1 58 r -' �/ \�9 �� 1 1 74 / ,R \r'� 1 1 �, 34ryW p� / \ 1_56 21.10` / .. 1 r / 50'R \C'� / I cv/ \ ' "W �i-- car i ``to, /' 40'R n� 50'R Cc� \ ( j \ I 10' P.U.E. �W/ \ %41"W 1 1 (0 \ S33'49' 41 0, f' s-s f 9- Y 9-s Tt ' f \ 1 S33'4__ n, 11 1 _ 92 t 1 a �/ f�J5. 1 Ala, 1 1J 40'R I 95.00 1 0� 50 R t` , i , i , 1 I ' 4 40'R \ t p0' . del I /� v' 5' P.U.E. n STORM PIPE y 40 R Imo/ I f I I ! „ r/ I.I, p 1� ��' -_ 1 p CAI w 27 5024" RCP a I 41 I ,41„W IN r! 62 1 a'• 0 1 s33'49 41 W , WATERLINE /N 78 . "O rn 1 8S U,I WATERLINE _ ti '/ 1 J 1 S33'49 WATERLINE % 1 2" BLCWOFF o 1 w 2" BLCWOFF 101 O 00' ` 2" BLOWOFF % /` _ 95.00 VALVE 7 /cn 1. O j VALVE \. y �- --__---- / I f,/ 95. VALVE /°' 1 I r'i 1 j���� r,\ I �r� 1 1 5' P.U.E. , 13�,. - -' 1d39" 0 5 '-€_ }}f fl 1 os\ "W _ 10 kJ 5, / M S7 rn 49'41 _ 1. _ •"�/ It \ P.U.E. t Cj� ,�- F / o S33' � 1 s' SEWER LINE � �f' - 120.00 1 1 �{b • A� � \ � � � �" 1 6" SEWER LINE \ f 120-00 I 1`� 1 O 5' P.U.E. 1 J 1 S'� ` _ - - / 5' P.U.E. 6" WATERLINE I 1 "W_ 1 1 / �5 61 3'1�/ 6" WATERLINE y/ / 93 42 1 E 1 4 a 1 N %' 1 / '�a� f\ti o �Ss o, v` 1 12 S33'49 41 W _ 1 I 1 S33' 79 1 V 4 , f I _ 63 1, - 120.o I I ,1 84 / y O / � .� % s 12.0.00 1 1 IN �1 �° j � `c N � BLOCK 2 J jj�� s Grw .i 12j 8'W I NI /cn I$ 1 i., I cnl _ /p I 1 $6 0 3 1 "W_ _ --- 1 72 �1, 1+ 1 �' t C5 1 w 1 �' I _ 53 � 2 � 1 I � 1 - � CIA 11 _ S33'4 W � 1 ''1 `� ^rn'' v g 3 vv 0 r f ! 94 o /�� > W I 1 I< V 1V Q !` 10' P.I.I.E. 1 120.00 / �; .. - 1 m 10' P.U.E. ° 2 / p 1 " _ _ w N 1 , �m r �564-up %� CASTLEGATE SUBDIVISION 1 43 1 _. "va_ 1 1� _ S °4d'/ N v kn 1 - v 8 p I 3'4g'4r 1 1 1 33'49 I CP P 1 QUS �� - ,20 N O l0 1� 12�, 70l 1`° $p''� ��11 1 _ _ 10--- - _ ' �.�;m ,/p '2Ilu'W \ o �� FI.�TURE DEVELOPMENT I a, to �,+ 1 r N_1 rn ' 15' P.U. 1 _ - - 7 C� 1 f 1 1 55 of I •49'41"w_ _--'-mot I /` 71 �, � IW _ ; �- - „�_s,1.91' , - 5� -ae9 �9- / ,�, / 95 i SECTION 11 I - I N 1 01 _ S33 _ _ _ - � 1 1 ! rn' z k \� f" � _ _ ` - - ► S33 49' 4 qg 2` 15 P.U.E. / co Os� / p 1 1 O tT r _ _ �_ _ t,¢rJC� 1 r 15' P.U.E. / O / / . , o BLOCK 2 �,_ _ _ - i ,/ s / C, , " 1 ( 5' P.U.E 1 cP 1 N` is = r/ _ _ �! _ I STORM / cb \ 84 / / 0 S33'4�W 1 Z :,� 1r3, 6S 1� 1 33•49'41"W_ - "' _- �1�• cnl 82 JUNCTION Box 1 44 1 1 120.00' eT �$ IN 1 _ S 05 g 1 _..-..__.I.�i� 10' P.U.E. oo' n% t U, O I } 121 • -.-.. 10� STORM PIPE ♦ /O l I 1 N1 %z 1 n Q \ / cP 1 ?I 30" RCP ` 27' / 96 1 u' �j 5' P.U.E. �\ c \ WATERLINE �O / f 1 1 S4 OI -, 1 49'41 W� - to 5' P.U.E. 2T s O STORM PIPE �! Off--- BLt1C 1 1 STORM INLET N 1 I 2 _ $3120 1 01 11 70 o\ %\\ 24" RCP 10'' RECESSED - �� _�_ - - , 0 50' , \ S /� •��/ 7 \ 50' STORM INLI O 11 I IN / 11 O �, .� 10' REC�SSED� �' ' _ - L12 - /� 6yt �T S t` 1 1 •49'41"W_ - U, o rjD -A i / \ �' ._ --- --- 41 2s 0 I 1 S3 O N , - ! 66 1 !�/ O STOR PIPi 0 /A: / ! 1 45 1 - _ 120• o� 27 1 1 �\ �27' It 1 V,1 \ � Ss ST $ IN �� 0 k 5' P.U.E. I BLOCK 2 Cr I 53 \� �!} w� \ \ 2� p� STORM INLET n i 1 1 , 50' / �O`- 524 0� \ -O 2 \ 10' RECESSED s �? /O o \� /v r' / STORM PIPE ` r 50' r _ i � 1 \ \ \ O I "a jf ' . �, 31.81' \ ti / O4 W� - J 67 �z.\ f 18" RCP vt 27 r 09 1 P , S31'S� % W \ 69 STORM INLET / '.a j! ' 66.31 7 8" WATERLINE l /12$' 1 46 - 118.74 /r \� _\ 10' RECESSED I r j 71y` 1 0\ \o / \\ / t �, Y N I r s 1t 8" WATERLINE / / �' � � / 6 Q I -' Io I 1 5'� P.U.E. \ �_ �/ � .y ' / � I g / i O� s \ 1 O \ O O p�� Fi 6� STORM PIPE 5jRECE EDED�_._....\ Z STORM RCP I ° Io p I 1 0� / S2 \ ; a� 12Q' i� \\O�W.\ 9i�� a • �V �� / 18" RCP \ 4n I 90' i - ��, ' W �\ j \�. �pf. \ \ / /�_``q(I , \,i �5' P.U.E. I I /o A' 58'INN `r \ E\ / O r01 6" SEWER LINE 7 cn W I i 10' ;P.U.E. / • , 1 �. \ 0 \ ' S2-1� `po% \ \ i \ 1 1 / 6 \ o N 6" SQkR LINE 1 123 \ d+ \ .� / /, �/g Q .c / \ �6 O 1%c 1 ,STORM PIE _ 12 47 --- ' ��\ s \'17+ - 5' P.U.E. Q� / 1 i • 5' P.U.E. Z� /� � - z STORM ' \� p -P- 7 I - -- W-12-- - W- 1 - �/ O 2 / 1`L JUNCTION'LOC S 1 0\ gkr � � / � � � � 1 Box .�'�Q3,�. \ STOR PIPE , ��� --� 1 u d Sf� � 11 'P 2 "RCP �.- -� - ,si; � -•'- � � v0\ 41 $ i /,5 10' P.U.E. 2 �,,� o / r5�� �, r \ 40 �^ s� ss J J J J 50 5 0 50 -/ f � ! STORM INLET � �� r F1�t-t�t'� �1ot0� r��o� � O ; SCALE IN FEET = 48 13 6 f \2 4 as ��., jt 20' RECESED ' Fj0• 2Z s/ (f7 f 1 6" EWER LINE � � ,: � e-+i \ / 8" WATERLINE CASTLEGATE l f I 1 3 8" SEWER NE r t I S U B-D l l 5' P.U.E. ----SECTION 9 11� 2 ao�s� 12 A o '' LINE 7 / WATERLINE \Z� 38'f I ! I 49 1 � C� X. 1 1 � \ � G ..� ,,=x - \ •� S�✓f`• / Dcg ' � - , ..; - ` \ 1 u' �y i /•''�$ �( 18' RCP J r i l 5' P.U.E. STORM IN� \ SSED � Jig$ 1V -S. 5* RECESSED ECES ED RM INLET 15' RECE 1 _ ' 5' P.U.E. � STORM -PIPE / " 27RCP A / f 10 \ i "� Sj / /9-I' \\ �• EXISTING STORK-4 9 Cr_, 'hJ• ` \ PIPE & INLET P `~ s; 6" SEWER LINE a N� 6'- \ 4 SID7 YVALK sY \� BLOC -3. "� Ss S / 4 SIDEWALK \ to 8 L� 1 % �y - 00 5' P.U.E. \2 7 �f \ w 10' P•t i/2g5 8" SEWER LINE 6 % _.: 20' P.U.E. \ t --'io' P.I.I.E. ro FH 8" SEWER LINE -i 4' SIDEWALK / o DI 0 G6 CASTLEGATE SU B D I VI SI ON FUTORE DEVELOPMENT SECTION 13 t � s A kill S. - Esc. �• i5C .{Y 4 =c i LINE TABLE LINE LENGTH BEARING L1 70.00' N70'38'&V L2 50.00' N66'48'30'W L3 96._1 ' N20'53'20"E L4 107.10' N42'59'3!1 "E L5 70.00' S56'00'44"E L6 48.24' S12'42'48"W L7 72.22' N7,VO4'S8"W L8 71.58' N74'04'58'W L9 70.87' 1\174'04'58"W L10 20.20' N74'04'5,8'W L11 18190' N74'04'58"W L12 38'' 90' N34 26'0i1 "E L13 15:21' S42'36'0'0"W L14 32:65' S42 36'00' ,W L15 48'.24' N 12 42'48"E L16 7S 22' 1\174'04'58"W L17 381.90' N34 26'OIP "E CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING C1 233.73' 1965.00' 6'48'55" 117.00' 233.60' N22'46'00"E C2 35.43' 525.00' 352'00" 17.72' 35.42' N25'07'30"E C3 19.09' 475.00' 2' 18' 10" 9.55' 19.09, N22'02'25"E C4 73.59' 1035.00' 4'04'26" 36.81' 73.57' S36'01'28"W C5 358.31' 965.00' 21'16'27" 181.24' 356.26' S23'21'02"W C6 236.04' 2035.00' 6'38'45" 118.15' 235.91' N16'02'10"E C7 67.39' 1965.00' 1'57'54" 33.70' 67.39' N18'22'36"E C8 39.91' 25.00' 91'28'37" 25.65' 35.81' N28'20'40'W C9 37.52' 25.00' 85'59'43" 23.31' 34.10' S62'55'11 "W C10 5.49' 325.00' 0'58'01" 2.74' 5.49' N20'24'20"E C11 21.10' 525.00 2'18'10" 10.55' 21.10' N22'02'25"E C12 41.44' 25.00' 94'58'18" 27.27' 36.86' N26'35'49"W C13 101.60' 325.00' 17.54'39" 51.22' 101.18' S65'07'38"E C14 21.03' 25.00' 48'11'23" 11.18' 20.41' N80'16'01 "W C15 241.19' 50.00' 276'22'46" 44.72' 66.67' S33'49'41 "W C16 21.03' 25.00' 48*11'23" 11.18' 20.41' S32'04'38"E C17 85.97' 275.00' 17'54'39" 43.34' 85.62' S65'07'38"E C18 39.92' 25.00' 91'29'54" 25.66' 35.81' N60'10'05"E C19 38.62' 25.00' 88'30'06" 24.35' 34.89' N29'49'55'W C20 101.60, 325.00' 17'54'39" 51.22' 101.18' S65'07'38"E C21 21.03' 25.00' 48'11'23" 11.18' 20.41' N80'16'00"W C22 241.19' 50.00' 276.22'46" 44.72' 66.67' S33.49'41 "W C23 21.03' 25.00' 48-11'23" 11.18' 20.41' S32'04'38"E C24 85.97' 275.00' 17'54'39" 43.34' 85.62' S6907'38"E C25 38.01' 25.00' 87*07'12" 23.77' 34.46' N62'21'26"E C26 115.99' 425.00' 15*38'11 58.36' 115.63' S26'36'55"W C27 1 49.67' 225.00' 12'38'53" 24.94' 49.57' S40'45'27"W C28 31.87' 25.00' 73'02'56" 18.52' 29.76' N10'33'26"E C29 48.62' 25.00' 111*25'57" 36.67' 41.31' N81'41'01'W C30 21.03' 25.00' 48-11'23" 11.18' 20.41' S18*30'19"W C31 241.19' 50.00' 276'22'46" 44.72' 66.67' S47'24'00"E C32 21.03' 25.00' 48'11'23" 11.18' 20.41' N66'41'42"E C33 21.03' 25.00', 48' 11'23" 11.18' 20.41' 1 N 18'30' 19"E C34 181.35' 50.00' 207'48'43" 201.95' 97.07' N81'41'01 "W C35 21.03' 25.00' 48'11'23" 11.18' 20.41' S01'52'21"E C36 97.15' 175.00' 31'48'25" 49.86' 95.91' S41'52'15"E C37 38.50' 25.00' 88' 14' 17" 24.24' 34.81' N78'06'24"E C38 37.84' 25.00' 8643'52" 23.61' 34.33' N1447'O8"W C39 286.62' 1035.00' 15'52'00" 144.23' 285.70' S20'38'48'W C40 59.23' 1965.00' 1'43'37" 1 29.62' 59.23' N 13'34'37"E C41 39.91' 25.00' 91'28'37" 25.65' 35.81' N60'10'44"E C42 38.62' 25.00' 88'30'06" 24.35' 34.89' S29'49'55"E C43 131.00' 375.00' 20'00'53" 66.17' 130.33' S24'25'35"W C44 14.28' 175.00' 4'40'31" 7.14' 14.28' S36'46'16"W C45 43.17' 25.00'1 98'55'51 " 29.24' 38.00' S88'34'27"W C46 63.58' 225.00' 1 16-11'26" 1 32.00' 63.37' S5903'21"E LEGEND 299 EXISTING CONTOUR (MAJOR) - _ --- EXISTING CONTOUR (MINOR) PLAT BOUNDARY ROW LINE - ZONING BOUNDARY EDGE OF PAVEMENT LINE - - PROPERTY LINE OO PROPERTY CORNER - - - - - - - - - PUBLIC UTILITY EASEMENT LINE S-8 PROPOSED SANITARY SEWER LINE W-g PROPOSED WATER LINE sr s PROPOSED STORM SEWER LINE - FLOW DIRECTION -'-FFI FIRE HYDRANT 0 SANITARY SEWER MANHOLE STORM SEWER INLET NUIES: 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. THE PROPOSED BUILDING SETBACK LINE REQUIREMENTS FOR SECTION 10 ARE AS FOLLOWS: 20' FRONT, 20' REAR, 15' SIDE STREET AND 5' SIDE. 3. THIS PROPERTY IS CURRENTLY ZONED PLANNED DEVELOPMENT DISTRICT HOUSING (PDD-H). THE MINIMUM LOT SIZE WILL BE 6000 SQUARE FEET. 4. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE STATION. 5. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE FLOOD INSURANCE RATE MAP (F.I.R.M.), COMMUNITY PANEL NO. 48041 CO205 D, EFFECTIVE DATE 2-9-2000. 6. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS. 7. NO DRIVEWAY ACCESS TO VICTORIA AVENUE IS ALLOWED FOR LOTS 6 THRU 10, BLOCK 3, AND LOTS 1 THRU 8, BLOCK 4. 8. SUBDIVISION ELECTRICAL SERVICE: A. THE DEVELOPER INSTALLS CONDUIT PER CITY SPECIFICATIONS AND DESIGN. B. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING EASEMENTS TO COVER ALL PRIMARY ELECTRIC SERVICE AND EQUIPMENT. C. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING AND INSTALLING STREET LIGHTS PER CITY SPECIFICATIONS AND DESIGN. D. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING A 5' EASEMENT TO COVER STREET LIGHT SERVICES WHERE THEY ARE NECESSARY. PRELIMINARY PLAT CASTLEGATE SUBDIVISION SECTION 10 15.1220 ACRES BLOCK 2, LOTS 50 THRU 98 BLOCK 3, LOTS 6 THRU 10 BLOCK 4, LOTS 1 THRU 8 ROBERT STEVENSON SURVEY , A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1'=50' JUNE, 2002 OWNER/DEVELOPER: ENGINEER: Greens Prairie Investors, Ltd. by Greens Prairie Associates, LLC 4490 Castle gate ate Drive T EXQmO N College Station, TX 77845 SURVEYOR: General Contractors Dante Carlomagno, RPLS No. 1562 Joseph P. Schultz P.E. CARLOMAGNO Surveying, Inc. 1707 Graham Road 2714 Finfeather Road College Station, Texas 77845 Bryan TX 77801 (979) 690-7711 (979) 775-2873 rn 0 0o o C: n M D �z z c �� n r z rn D