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HomeMy WebLinkAboutCat Hollow PH2 Blk3 Lts1-22 PH3 Blk4 Lot1 PPGENERAL NOTES: � - r 1. THE PARENT TRACT FOR THIS PLAT IS A - - __ .__ ___ __ _ - -- -- __ __ ___ ___ _-_ __ ` ,_ .f - -- " -' - _ _ _ CALLED 11.546 ACRE TRACT AS - - - - -- -- _... __. _ _ _._ - - ___ __.- _ _ Ro DESCRIBED BY A DEED TO BILLY WAYNE / - - - - - - - - - - - L r `» - - _ _ .- -- - _ 1 6 SHARP RECORDED IN VOLUME 1298, PAGE R 70 OF THE OFFICIAL RECORDS OF BRAZOSj _ \ -�_.1 _` - _ CfD COUNTY. THIS TRACT IS CURRENTLY w w i - - _ - ` ``- - _ _ - - _ - - _ - - LE vV/ ZONED R-1. � w_-' �" 1 ' _ _ _ _ - --_ _ _ �._.`_ - _ - _ -.___ - _ DT,7 RO�/��1 /�/q 1 2. THE BASIS OF BEARINGS IS THE NORTH\W Y LINE OF BLOCK 2, CAT HOLLOW SUBDIVISION, BEGINNING AT THE EAST `'•, `'` w SH 6 j t _ 1 ,F_�W�� FROn' CORNER OF THE SUBDIVISION, WITH A Y w ' V T/�G' BEARING OF S65°59'05"W, ACCORDING TO l i ~i 11~%, \ `; r` E E wow-� E RO THE PLAT RECORDED IN VOL. 2295, PG. AD 79 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS. 1 4'` 3. NO LOT SHALL HAVE ACCESS OFF \ \. ' k_ \� ! J I f! =-�W_� . \ GLENHAVEN DRIVE. \-_.,. ---� T ,\ 1 111 '4 ♦� �_v •, f= '" 7 ` '`--' 4. THE TOPOGRAPHY AND TREE LINES SHOWN �� -- j ` "'-,♦ \ J ; ft { \ I 1 V CC 694.84, 1 mow-_ �w 1 '� - \ -,, ARE FROM AERIAL MAPPING DEVELOPED IN E'-- 1994 FOR THE CITY OF COLLEGE STATION. ' ` - 5. NO PORTION OF THIS SITE IS IN A 2 \ / ,' J SPECIAL FLOOD HAZARD AREA ACCORDING J,ffw TO THE FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED _ PHASE 3 f _ �'/ ���� j AREAS, MAP N0. 48041C0142C EFFECTIVE ` ; / t - ''"`-'N f' C'- DATE DULY 2, 1992. _ I \\ BLOCK 4, LOT 1 W € \ l I 10 PUE 5.00 ACRES0 CV) SEVENTH DAY ADVENTIST'S �' 10' PUE TEXAS CONFERENCE ASSN. VOL. . ( 2926 PG. 47 \�P / /� ,--- - �} .,I , J \ P z'' � PHASE LINE / a% '' 1 • r;'+ t Ch 1r- J' ' f / 1r Y- ® `4.✓ I t •t � � f { J � � I j � , .r' 1 / J 20' PUE % ( Q t ' f f -,_ •� `.../ , r / `' W _►._. �(�Ji s L 0C 3g, V to j 3 j O I r ( / ^^K 3 5 7 BL 0 SoB. C6 : I15 f ` 110 �'� ��= ( rn 20 SUE 2,.� h Cj , �1 '�J1 r, I N I f OS'i 1N 6�. i ( W C i S S. 17 4 _ ! 20 PUE 1N-�. I N 18 4 PHASE 2`r�_ -'-� / , (n ,f `6.54 AC- L4 C15 Ld ! 1 f` S45'39'47"E , I S�)s C jut - CO( I �� I `.i 122.04 f r 115.00' i I �3S 9 `S?� C� ` �` �'C I y ' to /-V �/)�r' I f f 0 31/ rr9 W` \ I OO f ', / ....� _ _ w � __ f O I r 19 I � PROPOSED 6" ao - . ' > � » (� G, i 14 V � i � WATERLINE ,r a PROPOSED 6 I r y / �,`L L5 IN o 1 t / o SEWER LINE CV)I f & UEAINAGE I r_� Z �: `_ S45'39'47"E ' 0 a S45 39'47'E I S45'39'47"E L1 W ~ ( N i' 0 166.59 z a z Y . - r115.00' f "-♦ 110.00' / zz Z W �� PROPOSED 6" z I J > >( I I �� I ICI - 10' PUE U c r, - i' (} P N WATERLINE I / ( r o m O I O Q p I { a m 1 Q ,, '' I 13 / o a/ w I i �` �- w x 0 r �. W b N rn 20' DRAINAGE I ( �`i� m Q Q co 21 I ;'� / �O 90 joo 0 co �& PUE r.. o, ,� _ co co 125` O V� O �' - ----J �I--- --- o WQ--------� L 20' PUE I N ( W O 1 o r >, >, , - ----- i 'S45'39 47 E S45'39 47 E 110.00 _J m ' S45'39'47"E S45'39'47"E w j a f - _ _ _ _ry _ _ 132.80 _ .' ��--�/'"`' --� � J'-� I � ( ---'- ( f _ / y • J 1 _ \ I r ` �" PROPOSED STO�tM PR PO OSED 6"" N - - - �= - -1 20' PUE-,-----,,- . '� I I SEWER I ILn SEWER LINE cn I ` I - ?.6.. / (o / OD f f I ( COMMON AREA co 11 I,oO �' ( , - - r I ,- - 22 I (DETENTION POND) Io I EXISTING 6" f� I I z c 1 10 PUE I I / 1 '' ) ( I I SEWER LINE _____ 0 PUE W I 3 - - J 168. ry 100.00 90.00 - - - - - - - -` - r- _ _ _ _ _ _�• ` , 100.00 2 7.00' -'� 132.82' ( / `,� �' O 1 c -- o c • N45 39 47 W 753.13' G L E N H AV E N DRIVE - ' _ _ » EXISTING STORM » ` 5Z l PROPOSED 6 I EXISTING 8 -SEWER\- PROPOSED 6'� 60' ROW - 39' BB ASPHALT PAVEMENT`' I SEWER LINE `� 3 ( - WATERLINE - - WATERLINE i ' - 0-------- w ------ ----- - w w W W 4 w w - --- --- - - - - - - ----1--------'-- - - - - - - 60 30 0 60 SCALE IN FEET LEGEND - - - - SUBDIVISION BOUNDARY - - SUBDIVISION PHASE LINE - - - - - EASEMENT LINE O PROPERTY CORNER .co FIRE HYDRANT 0 SANITARY SEWER MANHOLE -w w w- EXISTING WATER LINE S EXISTING SANITARY SEWER LINE ST EXISTING STORM SEWER _I EXISTING SIDEWALK - E E E j---I EXISTING ELECTRICAL LINE o STORM SEWER INLET 0 HEADWALL - PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE _ - = PROPOSED STORM SEWER TREE LINE -- _ ��- -- - - -- EXISTING CONTOUR LINE N.T.S. GREENSWORLD k�x � 6, HlG OGE GO Q�\ (CHARD ARK R GA TEWA Y PARK x SAM'S \ VICINITY MAP r A _ I EXISTING 8" 1 WATERLINE r t \ OU// EXISTING STOEM ? tJ SEWER - ` ry n­, NOT FOR RECORD PRELIMINARY PLAT Q!:�) M 1 ! - 1 CAT HOLLOW SUBDIVISION - 11.54 ACRES f � N PHASE TWO - 6.54 ACRES ,, s BLOCK 3, LOTS 1 THRU 22 ,. II I - CURVE TABLE I ; , PHASE THREE 5.00 ACRES CURVE TABLE y � `� � I BLOCK 4 LOT 1 CHORD CHORD CHORD CHORD ' 1r I /� \ J 't ' CURVE RADIUS LENGTH DELTA TANGENT BEARING LENGTH CURV LINE TABLE ( , ( RICHARD CARTER LEAGUE '� �� A-8 E RADIUS LENGTH DELTA TANGENT BEARING LENGTH LINE LENGTH BEARING EXISTING 6" / I COLLEGE STATION, BRAZOS COUNTY, TEXAS FT. FT. FT. FT. FF. FF. L1 8.69' N44°20' 13"E y j ( / I SANITARY SEWS `� _ �� s C1 25.00 39.27 90°00'00" 25.00 S89°20'13"W 35.36 SCALE: 1 =60 NOVEMBER 1999 C13 75.00 30.59 23°22'13" 15.51 S57°20'53"E 30.38 L2 23.07' N44°19'29"E ,' O s s-ems s s s REVISED NOVEMBER 1 19 C2 25.00 30.77 70°31 �44;; 17.68 S09°04;21;;W 28.87 C14 25.00 13.52 30059'30" 6.93 N61 09'32"W 13.36 " y / �, _ 2, 99 L3 3.87' S4402o,13»w r I I \ J REVISED DECEMBER 13 1999 C3 50.00 16.68 19'06 50 8.42 N16°38 05 W 16.60 C15 25.00 7.50 17 11 53 3.78 N85 15 13 W 7.48 L4 3.87 S45 39 47 E ( - -' Q � �-. �' --' C4 50.00 55.93 64°05'46" 31.30 N24°58'13"E 53.06 C16 50.00 53.21 60*58'18" 29.44 S63°22'01 "E 50.7 » ° ,� 3 L5 3.87 S45 39 47 E , V \ COMMON AREA ( OWNER/DEVELOPER PREPARED BY: h / r C5 50.00 41.26 47°09;23�� 21.82 N80°35�47;;E 40.10 C17 50.00 48.15 55°10 23 26.12 S05 17 40 E 46.31 C6 50.00 47.92 55°01 57 26.05 S48° 18 33 E 46.10 ` / \ \ (DETENTION POND}`' C18 50.00 41.15 47°09'23" 21.82 S45°52'13"W 40.00 ( i R.W. COTTER DEVELOPMENT C7 50.00 48.02 55°01'57" 26.05 S06°43'24"W 46.20 C19 50.00 39.04 44°43'59" 20.57 N88°1 1'06"W 38.05 ; i N ,,� � // / �" -`' ♦.` ,• � I 1 10 Lincoln Ave., C8 50.00 8.81 10°05'50" 4.42 S39° 17' 18"W 8.80 C20 50.00 59.64 68°20'42" 33.94 N31 °38'45"W 56.17 (t r y C ° E GON C9 25.00 39.27 90°00'00" 25.00 N00°3947"W 35.36 C21 25.00 21.03 48°11'23" 11.18 S21°34'05"E 20.41 _ 1 I �� I �'�� Suite 102 General Contractors C10 25.00 39.27 90°00'00" 25.00 S89°20'13"W 35.36 „ , N t { / \ I College Station, TX 77840 1707 Graham Road C22 25.00 39.27 90°00 00 25.00 N89°20 13 E 35.36 i ] --- if (4093 696-3700 C11 75.00 39.16 29*55'11 20.04 N59°17'49"E 38.72 C23 25.00 39.27 90°00'00" 25.00 N00°39'47"W 35.36 I ��� Colle, Station, TX 77845 C12 75.00 48.05 36°42'36" 24.88 S87°23'18"E 47.24 (409) 690-7711 D n O 00 oC:: m �C, co �z z C c_ rn 0 m m W cT j � z z m 0 i