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1999-08-17 CC Packet-I AVILA _Mf--y2N_r 1r1r1 MY1 n_ Mil ] C Ml n MY1 -M _!Y1 JASF f �i� III 'lif ��ilif lil WAWA FOR FmIMI_ r^r� M ul - I ofT�ofTlnfT 11 1� I US11 11 6' SANITARY SEWER _ 540' — li v �I si Ig s s e I� R I� QNr R11L r WATER Lox I ILOT 8112 B 1 1 ZONED B-1 W OFFICE COIGIER 1AL �`- - — 10�R00-CCNI� r NAIL - -- r� .�„ - L +-�� ties lse9T.oc��'4 h+S'�"'.z•.vr`.i� S�'I^e it •• _ .. Y..pyS/ _- t1':r:a<;vv . -,p. M p11YEWAY `'4.+7F'•. .�� Z:.r ;+s �iA•_.=9_. J N.H. '.tj,• •`' �.I-�i.'' / t' +' _ c - - v �• •,, ` eeAaO L1L� M'7A T,L _._, •K�s. '" s 7E. 4' `CDR — a IMMM EW 07A T.N. I I WI 'vl I I f I Teli 'V NCINITY MAP j �•�j LEGEND,-9 MASONRY WALL ZONED B-1% �j�WALL (VARYING H Zr ?. MOUN70 LIGHTS DIRECTED AT PARKING DRAINAGE ARROW DUMPST a- DETAIL PORCH LIGHTSTYPICAL WALL MOUNTED 30 FENCE SQUARE CUT ON OONORETE MEADWALL AT e CONCRETE LANDSCAPE 11 I.I =TUH DINSrrf RESIDENTEALIA• I'+1 SOV"M OORNM Of WAIJAART LAND USE OFFICE GRAMM OR CITY APPROYED MATERIAL SOUTH SIDE OF' 170 W MT Of SET5403 EAST 2W, SOUTH 20' SUMMARY CHART - BUFFERYARDS f I Teli 'V NCINITY MAP j �•�j LEGEND,-9 MASONRY WALL ZONED B-1% �j�WALL (VARYING H Zr ?. MOUN70 LIGHTS DIRECTED AT PARKING DRAINAGE ARROW DUMPST a- DETAIL PORCH LIGHTSTYPICAL WALL MOUNTED 30 FENCE SQUARE CUT ON OONORETE MEADWALL AT e CONCRETE LANDSCAPE 11 I.I =TUH DINSrrf RESIDENTEALIA• I'+1 SOV"M OORNM Of WAIJAART LAND USE OFFICE GRAMM OR CITY APPROYED MATERIAL SOUTH SIDE OF' 170 W MT Of SET5403 EAST 2W, SOUTH 20' SUMMARY CHART - BUFFERYARDS LOT M3 MRDM owE ADDITION LENGTH BUFFERYARD WIDTHACCENT TYPE TREES SHRUBS TREES FENCE OR SCREENM FE)GHf AND MATERN+L NORTH -is NONE PRWDED 19 S — 2 4 13 NONE 4 — — 12 OAKS. 14 OAK, 1 tr OAK IN BUiFERYARD OR SOX CANOPY IN BUFFFRYARD CREDIT 2 CANOPY AND 4 ACCENTS TREES EAST PROVIDED — — NCAEASE TO 20 WITH 20% REDUCTION OF PLANT MATERIAL 4— 20 OAKS N IN SUFFERYARD CREDIT 7 CANOPY AND 14 ACCEMS TREES SOUTH — — PRONOm _ WFEASE TO 20' WITH 20% REDUCTION OF PLANT MATERIEL 24' ONG 16'OAK. 14' OAK 3-6' CAKS N OUFFERYARD OR WITH SOX CANOPY IN BUFFERYARD CREDIT 4 CANOPY AND 7 ACCENTS TREES WEST — PROVIDED 6-6'-12' OAKS IN BUFFERYARD OR WITH SOX CANOPY IN SUFFTRYARD CREDIT 4 CANOPY AND 4 ACCENT TREES PROVIDED PUNT MATERIAL MAY BE PROLIDED BY E)OSMNG PLANT MATERIAL PER CITY LANDSCAPE ADMINISTRATION SUMMARY CHART - INTERIOR LANDSCAPE BUILDING AREA - 5904 $0. FT. ZONED 9-1 LANDSCAPE AREA X OF AREA N FRONT OR SIDE CANOPY TREES ACCENT TREES SHRUBS TREES GROUND COVER SO. FT. FRONDED / 0 7SX 3 6 --- 200 66 ASSORTED TREES 6' - 16. 3 CANOPY AND a ACCENT. TOTAL GROUND COVER INCLUDES SO A FT. ANNUAL COLOR PROVIDED PUNT MATERIAL MAY BE PROVIDED SY EXISTING PUNT MATERIAL PER CITY LANDSCAPE ADMINISTRATION '1 7 13E INKLERPROMD SYSTEM TO ►7i 1 E PIA BE FRONDED Arrucsi T INIMMIllsm _W1 Buzz ARi �.II� T fewCtJl. NBRRA 1N1NNe m iIi f1111111 CASE NO. Z09-096 REC-D i U N � 11999 t a u L.JiL Ir. .9e d 4 1 or ORP 7.4 E!! ... — .. CA Northwest Facade A J I r A IN 18.83 16.16 tL83 -� c� L fl, 67 N orthwast Facadev II Av�kl W.vt Facedu Il is P R 0 P 0 S E D E L E VATION S II F 0 R LOT 3R3 BLOCK 1 MIRON ADDITIOit N SOUTHLAKE TX IF—J—B—OLTON do ASSOCIATES m m m 0 v 0 M 0 w I- 0 J F a 'e 3 N Z N )[ Z �Lip� ZZ. 0 m 0 a 'D J ~ J 0 C C �-k?LL _ 11 00 L L CP rn 00 N N Ti ip N N C C O O L L L L 0 0 E E ++ o O J to rr� LL�Z Ir9�o a F- / CID a ILL 1. m I- a � ; O o �0oJ ' o C C O oC;nm t0 tD 1 1+1 M O O cr �aa 0 o Q a N N J CC C 0 / LC L L oo� CIO E E ti 0 o d .E _E 11 cr Er 1'M � 1 Q M M � � N In N 11 N Z Z N 0 O - � 1 Z oQ C 'tea -0 a J n 0 o O N C, J n o,, a o E a J M O a 6 - 0 0 / Ln 0 + N N E N 0 + m L c c / L 0 C o L L L L E E / 0 0 0 o / -C L r L r�kD o \ i \ I LOCK O J 0 100 200 GRAPHIC SCALE IN FEET 1'=100, PROPERTY DESCRIPTION BEING A 33.75 ACRE TRACT OF LAND SITUATED IN THE HALL MEDLIN SURVEY, ABSTRACT NO.1037 & HOLLINGSWORTH & BARNETT SURVEY, ABSTRACT NO. 797, TARRANT COUNTY, TEXAS AND BEING ALL OF THAT CERTAIN TRACT OF LAND DESCRIBED IN DEED TO WESTERRA TIMARRON L.P. RECORDED IN VOLUME 12613, PAGE 9813 OF THE DEED RECORDS OF TARRANT COUNTY, TEXAS (D.R.T.C.T.). SAID 33.75 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A %" IRON ROD CAPPED "CARTER & BURGESS" SET FOR THE NORTHEAST CORNER OF LOT 12, BLOCK 63 OF EAGLE BEND ESTATES PHASE 2 SAID POINT BEING THE SOUTHEAST BOUNDARY CORNER OF EAGLE BEND ESTATES PHASE I THENCE S 03. 19'50" E, ALONG TIMARRON GOLF COURSE BOUNDARY, A DISTANCE OF 316.26 FEET TO A %- IRON ROD CAPPED "CARTER & BURGESS" SET FOR CORNER: S 43° 16'34" E. A DISTANCE OF 120.93 FEET TO A 5/g" IRON ROD CAPPED "CARTER & BURGESS" SET FOR CORNER; S 76. 45'48" E, A DISTANCE OF 529.05 FEET TO A 5/e" IRON ROD CAPPED 'CARTER & BURGESS" SET FOR CORNER; N 89. 34'15' E, A DISTANCE OF 204.55 FEET TO A 5/g" IRON ROD CAPPED "CARTER & BURGESS" SET FOR CORNER OF LOT 29, BLOCK 63 OF CRESCENT ROYALE PHASE 2 S 00. 25'45" E, A DISTANCE OF 288.16 FEET TO A %" IRON ROD CAPPED 'CARTER & BURGESS" SET FOR CORNER ON SAID CORNER BEING ALONG THE NORTH RIGHT-OF-WAY OF EAGLE BEND & THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT; ALONG SAID NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, A CENTRAL ANGLE 09" 16'35", A LONG CHORD THAT BEARS S 52" 36'16" E, A DISTANCE OF 56.60 FEET, AN ARC DISTANCE OF 56.67 FEET, TO A %" IRON ROD CAPPED "CARTER & BURGESS' SET ALONG RIGHT-OF-WAY AND THE BEGINNING OF A TANGENT CURVE TO THE LEFT; ALONG SAID TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 275.00 FEET, A CENTRAL ANGLE OF 08° 49'46", A LONG CHORD THAT BEARS N 52° 22'52" W. A DISTANCE OF 42.34 FEET, AN ARC DISTANCE OF 42.38 FEET, TO A %" IRON ROD CAPPED "CARTER & BURGESS' SET FOR CORNER AND THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT; ALONG SAID NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 60.00 FEET, A CENTRAL ANGLE OF 37. 56-08", A LONG CHORD THAT BEARS N 89• 31'26" W. A DISTANCE OF 39.00 FEET, AN ARC DISTANCE OF 39.73 FEET, OUANTITATIVE LAND USE SCHEDULE PARCEL ANTICIPATED COMPLETION DATE ZONING LAND USE NO. OF LOTS ACREAGE DU/AC COMMON GREENS COMMON GREEN ACREAGE % OF OPEN SPACE PHASE 1, SECTION I N/A PD 480-OIC RESIDENTIAL 66 32.81 2.01 2 2.78 8.5 PHASE I, SECTION 2 N/A PD 480-OIC RESIDENTIAL 95 69.67 1.36 4 13.35 19.2 PHASE 2, SECTION I N/A PD 480-OIC RESIDENTIAL 32 16.81 1.90 1 0.78 4.6 PHASE 2, SECTION 2 N/A PD 480-OIC RESIDENTIAL 55 41.85 1.31 3 7.18 17.2 BRENWYCK N/A PO 480-OIC RESIDENTIAL 56 27.63 2.03 2 5.24 19.0 WYNDSOR CREEK I N/A PD 480-OIC RESIDENTIAL 84 40.74 2.06 3 5.02 12.3 GLENDOVER N/A PD 480-OIC RESIDENTIAL 53 38.86 1.36 3 7.23 18.6 ESTATES N/A PD 480-OIC RESIDENTIAL 30 22.78 1.32 3 4.72 20.7 VILLAGE A, PHASE 3 N/A PD 480-OIC RESIDENTIAL 5 5.7 0.88 0 0 0 CRESCENT ROYALE N/A PD 480-OIC RESIDENTIAL 155 48.21 3.22 13 7.15 14.8 CRESCENT ROYALE II N/A PD 480-OIC RESIDENTIAL 18 5.54 3.25 3 0.50 9.1 STRATHMORE N/A PO 480-OIC RESIDENTIAL 109 61.50 1.77 3 2.53 4.1 WYNDSOR GROVE N/A PD 480-OIC RESIDENTIAL 111 51.86 2.14 4 6.71 12.9 BRENWYCK 11 N/A PD 480-OIC RESIDENTIAL 112 44.78 2.50 6 1.33 3.0 VILLAGE 'H' SUMMER 1999 PO 480-OIC RESIDENTIAL 225 91.17 2.47 5 3.99 4.4 VILLAGE 'I' N/A PD 480-OIC RESIDENTIAL 145 61.01 2.37 5 5.09 0.8 EAGLE BEND ESTATES N/A PD 480-OIC RESIDENTIAL 29 18.03 1.61 1 0.44 2.4 EAGLE BEND ESTATES II SUMMER 1999 PD 480-OIC RESIDENTIAL 40 33.77 1.18 7 4.97 14.7 WYNDSOR CREEK 11 N/A PD 480-OIC RESIDENTIAL 26 15.93 1.63 4 2.9 18.0 SUBTOTAL RESIDENTIAL 1446 728.65 1.98 72 81.91 11.2 GOLF COURSE --- 148.73 148.78 CLUBHOUSE (PD-C3 USE) --- 12.61 --- --- --- --- SUBTOTAL GOLF COURSE --- 161.34 --- --- 148.73 --- PHASE 5 C-2 USES PD 480-OIC RESIDENTIAL 2 10.69 --- --- --- --" PHASE I C-2 USE PD 480-OIC RESIDENTIAL 2 6.04 --- --- --- --- SCHOOL SITE PD 480-OIC RESIDENTIAL 1 17.42 --- --- GRAND TOTAL 1451 924.14 1.57 68 230.14 24.9 ALONG SAID TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 225.00 FEET, A CENTRAL ANGLE OF 22. 01-07", A LONG CHORD THAT BEARS S 79" 21'46" E, A DISTANCE OF 85.94 FEET, AN ARC DISTANCE OF 86.47 FEET, TO A %" IRON ROD CAPPED "CARTER & BURGESS' SET FOR CORNER, SAID CORNER BEING THE NORTHWEST CORNER OF LOT I, BLOCK 38 OF CRESCENT ROYALE CABINET A SLIDE 2626, PRTCT; S 00° 22'19" E. A DISTANCE OF 792.79 FEET TO A 5/g" IRON ROO CAPPED "CARTER & BURGESS" SET FOR CORNER; N 54. 16'41" W. A DISTANCE OF 494.67 FEET TO A 5/g" IRON ROD CAPPED "CARTER & BURGESS" SET FOR CORNER; N 74. 00'59" W, A DISTANCE OF 314.17 FEET TO A 5/g" IRON ROD CAPPED "CARTER & BURGESS" SET FOR CORNER; N 46.42'32" W, A DISTANCE OF 67.05 FEET TO A 5/g" IRON ROD CAPPED "CARTER & BURGESS" SET FOR CORNER; N 66. 37'33" W, A DISTANCE OF 142.51 FEET TO A 5/g" IRON ROD CAPPED "CARTER & BURGESS" SET FOR CORNER; S 88. 38'35" W, A DISTANCE OF 162.56 FEET TO A 5/g' IRON ROD CAPPED "CARTER & BURGESS" SET FOR CORNER; S 79.40'50" W, A DISTANCE OF 210.81 FEET TO A 5/g" IRON ROD CAPPED "CARTER & BURGESS" SET FOR CORNER; S 84" 26'37" W, A DISTANCE OF 120.95 FEET TO A 5/g" IRON ROD CAPPED "CARTER & BURGESS" SET FOR CORNER; S 76" 15'01" W. A DISTANCE OF 177.13 FEET TO A 5/g" IRON ROD CAPPED "CARTER & BURGESS" SET FOR CORNER; S 61" 44'08" W, A DISTANCE OF 114.59 FEET TO A 5/g' IRON ROD CAPPED "CARTER & BURGESS" SET FOR CORNER; S 89' 03'22" W, A DISTANCE OF 32.88 FEET TO A 5/g" IRON ROD CAPPED "CARTER & BURGESS" SET FOR CORNER; N 71.28'50" W, A DISTANCE OF 21.33 FEET TO A 5/g" IRON ROD CAPPED "CARTER & BURGESS" SET FOR CORNER; N 46" 46'10' W, A DISTANCE OF 38.46 FEET TO A 5/g" IRON ROD CAPPED "CARTER & BURGESS" SET FOR CORNER; MEND PLA TO A /g IRON ROD CAPPED "CARTER & BURGESS" SET FOR CORNER; N 57'21'59" W, A DISTANCE OF 20.65 FEET TO A %" IRON ROD CAPPED CARTER & BURGESS" SET FOR CORNER; N. TIMAR N N 20" 14-14" E, ALONG VILLA CROSSING A DISTANCE OF 28.07 FEET TO THE OLF COU ^ BEGINNING OF A TANGENT CURVE TO THE LEFT; N 34"06'44' W. A DISTANCE OF 167.26 FEET TO A 5/g" IRON ROD CAPPED i \ j "CARTER & BURGESS" SET FOR CORNER; CAB" IDE 4576 4 I� ALONG SAID TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 125.00 FEET, A CENTRAL ANGLE OF 09" 36'59', A LONG CHORD THAT BEARS S 15.25'45' W, N 44" 45'05" W. A DISTANCE OF 237.79 FEET TO A 5/g" IRON ROD CAPPED \ \ \ PRTCT A DISTANCE OF 20.96 FEET, AN ARC DISTANCE OF 20.98 FEET, TO A %11 IRON "CARTER & BURGESS" SET FOR CORNER; Z14E : PUD 480-OIC \ ROD CAPPED 'CARTER & BURGESS' SET FOR CORNER; 7R \ - N 04. 14'19" W, A DISTANCE OF 162.86 FEET TO A 5/e" IRON ROD CAPPED U EDIgM DENSITY RESIDE T N 65" 08'13" W. A DISTANCE OF 51.12 FEET TO A `%' IRON ROD CAPPED "CARTER & BURGESS" SET FOR CORNER; \ 'CARTER & BURGESS" SET FOR CORNER; N 65" 34'14" W, A DISTANCE OF 250.71 FEET TO A 5/g" IRON ROD CAPPED N 89. 34'15' E. A DISTANCE OF 466.10 FEET TO A 5/g" IRON ROD CAPPED "CARTER & BURGESS" SET FOR CORNER; \ \ Jill "CARTER & BURGESS" SET FOR CORNER; \ ` \ N 73" 42'27" W, A DISTANCE OF 156.09 FEET TO A 5/g" IRON ROD CAPPED 813 \ \ \ N 00" 25'45" W, A DISTANCE OF 132.60 FEET TO A 5/g" IRON ROD CAPPED "CARTER & BURGESS" SET FOR CORNER; "CARTER & BURGESS" SET FOR CORNER AND THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT; N 40" 3117" W, A DISTANCE OF 82.55 FEET TO A %" IRON ROD CAPPED ALONG SAID NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 175.00 FEET, "CARTER & BURGESS" SET FOR CORNER; A CENTRAL ANGLE OF 12. 34'54", A LONG CHORD THAT BEARS S 74. 38'39" E, N 49° 35'42" W. A DISTANCE OF 210.47 FEET TO A %" IRON ROD CAPPED A DISTANCE OF 38.35 FEET, AN ARC DISTANCE OF 38.43 FEET, TO A %" IRON "CARTER & BURGESS" SET FOR CORNER; ROD CAPPED 'CARTER & BURGESS' SET ALONG VILLA CROSSING RIGHT-OF-WAY VILLAGE 'I' INCLUDES BYRON NELSON PARKWAY TIMAF RON ADDITION Q 9R \'\ 1-1 \ \1 ;3 S 68" 21'12" E, A DISTANCE OF 27.31 FEET TO A %" IRON ROD CAPPED CARTER &BURDISTANCE OF 533.63 F IRON BURGESS" SET FOR CORNERSA D CORNER TE CAPPED BEING HESOUTHEAST i EAGLE B ESTATES'` "CARTER & BURGESS" SET ALONG RIGHT-OF-WAY AND THE BEGINNING OF A CORNER OF LOT 45, BLOCK 62 EAGLE BEND ESTATES PHASE I; " f "'CAB. Q,/ LID 4440 G\/� \ \\ \\ P Q TOF �B E G 2 TANGENT CURVE TO THE LEFT; N 88" 28 32" E, A DISTANCE OF 266.72 FEET TO A %' IRON ROD CAPPED TIMARRON I I I \ � "CARTER &BURGESS" SET FOR CORNER; GLE B ND ESTA �0� 1 L N 77" 40'26" E, A DISTANCE OF 50.02 FEET TO A " IRON ROD CAPPED GOLF COURSE � I I �I DED PLAT a $ � � � I � I'� �' �� 5 CAB. A, SLID 6 1 qg O CAB. SLIDE 4p��� v�• i IOR \ �� h \ j 1 1^� �� �I "CARTER & BURGESS" SET FOR CORNER; /g C� s ' 3g "`0 \ i �1� ) ��� �� \ N 60' 52'05" E. A DISTANCE OF 195.09 FEET TO THE POINT OF BEGINNING, PRT T I I q3 \\ / �' 1 233 2� / AND CONTAINING 33.75 ACRES OF LAND, MORE OR LESS. ZONED: PU 480-bIC r --10' U.E. w 10' U.E. \ \ � 1 1 ° �• 01 LUD: MEDIUM DEN TY RE�I NTIAL \ \ �� ' ' BLOCK 24 � N 48 � s \\ N77' 4O' 'E \ i5 I I R �' �•I II ���`�/AB PR D� _ - FAIRW Y VIEW TERRACE � I m 44 \\ 37 36rJO.O \ \� ��' / I I 1 �J Z ®: PUD 4 - 3 BLOCK 2 BLOCK 62 \ \ o \ I ( �-,LUD: M IUM DENSIT RESI --- - ' ' LA10, LLJ 00- > ; w I 12 � ,^ 31 O I 47 25 �q 5 > 267' 1 I I Ln '' I I� .� i 1 27 28 2�H 30 I ' r m�1 t BLOCK 24 I \ I 15'U 10 i \ \ W a \ �\ a 4E \ 240' EX5a•PG. 0o I \ J 13 \ ,� LOT IR, BLOCK 3 ' J V) I `\ BLOCK 64 1 \� 6? \� i5 ' 6rill I I \► \\ 0 V s -110' U.E. LLJ I \ 35' BL 86. I I I - M a S \ VARIABLE WIDTH D.E. `'� 7 ^ - - - 5 107' 1 ,�QtJ . 100 YORYF WAY D.E. TIMARRON 6-09° 16'35" \ 14R=350.00' V)o ) I ym� -'_ ` 1 1 1 \\ \ \s.�`\ �.9 [)GOLF OURSE - ??Is• �ti 9. CAB. A S IDE 45•T L - 56.6 7' z 4 \ \ 9' t�( F PRTCT T=28.40' � o: i 1­ol30'D.E \ +f, \ IT t 0 1 u W Q , ) \ 3 R \ �t t ZONED: PUD 48� . .=S52 36 16 E ...... I /o�� 99• I �1 �\ \ BLOCK t t tt t t S%'• LUD: MEDIUM DENSITY R=SID TIAL �;� ' \ 2 t 56.60- M�q \ 8 \ \ \ \ \ed._ 10, U.E. \ \ \`r 15 °P tt t t tt t tt tt t • - o " /p,6 _\ Im t t t A-08 49 46 / t � � � - � -- - -T89T - - - � 1' C ) t a t t t t tt � ��, 529,p5, R=275.00' 1 � � ti le I �9 " , ' tIl t tttt t N89 34 15 E 10 L=42 38' o ocK 44 \\� �t tt t t 204.55 1 R =175 4 ' 4 4F / \ \ o t t t l j _�- -- 9 �� 2S.e 3 _ \ \\ �� tt t t tti 1 - - - _ 0 1 - - - - - TfMi$ ON A ION t /p• �/ - _ _ _ t L.C:- 62 22 5 VfT R 60 0 BLOCK 63 - - �6� - ,I I I 16 ` � tt tt tt tt� N � 4 2.34' L 39.73 CRESCENT ROYAL PHA �2 T a �� CAB. A. SLIDW4f44k- 3 - - - - - - \tBLOCK 63 � T 29 635 36 37 .7• 1 \tt _/Qo 1 1186p W I 1 \ ,\ t t t t L. .=VB2 W N 12 \\ \� 17 \\ `�kttt18ttttftt N2 e 14©I .00 -- -10` ..� -- ��1 �� / // ' \� �s� \ AtCVAtM t t - - - - - - - _ 22 N 23 28' I Lam\- S l � 2 13 \O �,�c'\ \ \ � \ � (n 1 `0� \ '`GREEN tt ��t t �r 10' U.E.- - � �S,B r � A= � . n ( s.� � e•oo i' E I R =rj / / \ l J e�� �FCRES) t t L -9Y 84' \ I 13 R= 5.00' 12 - � 0. 1' U.E� o 1S� t S A- •- 11 115" 2 '45"W I 10'M&AE t ttNBLOCK 64 yI 20. 6'6 5 4 3 2�� -� �?� 14 --- t ��t tGRE tD t t t t t �� 50 0 43"W BLOCK 62 W�WWWWWWWW id4►E --- J W W j 5 1 B TT �. I•C' t t(�.3PJ)� 1.1` O 41 '�1 W 38 ACRESI W '� 1-� �'s t t 63' \ 80' '� UI _ t t t t "1 W W 5 m \ t� \ o_ t t k I4 t `mot 5' U_ I 10 W ,I = t �t CO W .✓ .L .L .Y .L W JW W .L W L J. L J. J. W W mil- W W J. W , l 5 GRE ° J I In 20 t t Ex1s UE \ fin' ao�+ t t t t �CWN10F��1n1�t t t G `!v W r w w w W W r r w w w W w u -- m I I IN t-o GREDI �&t Y.C•t t t W-- W W W y I I t VOL. 11558, :, 677 a Q t t O W W J W W W W W W W W in t t TO BE ABAND _>_ _ 1W ?/0' t t t rn y �� ,GREEP� e8c ��i ABLE g1lR THy D.&L�I.E. 3 M ' 200' ` \ \ t �- - - - - - - - -� t 25 �- .r .� �. W .r W W .� .� �, �. (2.53- A RES) -� 9 _ W W565' W W W W W y-- ---- - - - - -c ------ �� \�9- 3� 0M EEN 15' \\ 8' WW 'M&AE �T -- 9 e _ 1 IM fRON ADDITION 16 •(, 40 c���ys- I 1 i It �� , , o �,;, , _ Io• u.E. �, W W y _ E ANT ROYALE S A 626, 0 10' U.E. / / 19 � t t -'. � &AE • 29=-s. �E' �\ t\ t 100 YR FLOOD PLAIN 2s - - - 9 \ �5 t� t BLOCK 6a 25 •% f _ \ - o' u.E. W _� A DE 4871, `� 100 YR F OODWAY & D.E. / / 3 :B \ \ \ 151' W W w - B�; SLI 4 97, & / - - i t �_ - - z- _ � 5 0 �. �\ - 25g� �60• \ ��f- 26 / �B. A SL E 8 \. v. 17 ;-- _-- tt --�_,.w S88-000000000l438'35'W �1/6 - N 28 I 1 im 31 WWW EDIU D 1` I A L 6 /s WBLOCK r` �.:�79' 0162.56 ,3�, �, '�.� , o \ /N �W�W 20' DE /p, v- - - , -- - ►1�'- - Sgq • 2 6' 3�'w 5 210 •a� 9�• S�= �3'� s ' /� �' , ` N 29 W J 7 R \` �qF '0 120 95 _� • , -' •y� S� /b. N46' 4 2 32 0 W � Nils" W 4q-44C. \ i Q . 0 5 \ • 15' D.E. i-- % In 9 A 0 �� N 30 \ cG N57'21'S'W \ ' S�°���ALOT I, BLOCK I '1; 0 59'W 20.65' 1►�ARRON Is U.E.--�; r--- 3/q./%, I ' alp ��D� R,V . AB C� 0.797 S89' 03'22'W I` , 1 1 .,moo in W W \ GOL COURSE _ _ � _ ✓ � � � A BLO 64 . DAVENP RT` EY °G > x \ �'� 32.88' CAB. A, SLIDE 2986/ /- __ _ _ - �,' ; ' \ ��`�q� -�� ABSTRA T N0. .p� %- \ i�\ PRTCT ',�'�' Io. M N46046'1 ' N7102850'W LAKE �� �\ ZONED:'UD,,4 .-0IC" &AE 44 -' 38.46' 21.33' \ �� \`� LUD: MEDIUM DEll 'RESIDENTIAL \ l \ \ \ �\ ` I N Nil 15' U.E. / �,ry �6` 9` O W� W •, Cy I 1 $l1 \ \ J y S / h t� I 10' M&AEJ ? 45 \\ 1 ����/ COS 4t AAA WWWWWWWWW I - lFJWWW yW W�, W ioO BLOCK 5 ) - _ , - - _ �' _ y G� 1 I 44R �OMMON GR (2.84 ACRES) 46 J > \ ' \ <tom/ i PRELIMINARY - FOR REVIEW ONLY These documents are for Design Review and not intended for Construction, Bidding, or Permit Purposes. They were prepared by, or under the supervision of: RICHARD R. PAYNE 83364 05/17/99 Type or Print None PE , Dote 1 1STREET L��EII li �F s f LEGEND CIRF CAPPED IRON ROD FOUND CIRS CAPPED IRON ROD SET STREET CHANGE UE UTILITY EASEMENT DE DRAINAGE EASEMENT BL BUILDING LINE NOTES: I. EXISTING ZONING: RESIDENTIAL P.U.D. 480-OIC EXISTING LAND DESIGNATION: MEDIUM DENSITY RESIDENTIAL 2. ALL BUILDING SETBACK LINES SHALL BE PER THE DEVELOPMENT REGULATIONS ATTACHED TO THIS SUBMITTAL. 3. EAGLE BEND ESTATES INCLUDES ALL RESIDENTIAL LOTS, COMMON GREENS AND RIGHT- OF -WAYS 4. SCREENING FENCES AND WALLS SHALL NOT BE LOCATED WITHIN SIGHT TRIANGLES OR VISIBILITY EASEMENTS AT PUBLIC INTERSECTIONS. 5.ALL COMMON GREEN AREAS ARE TO BE COMMON AREAS OWNED AND MAINTAINED BY THE HOMEOWNER ASSOCIATION. 6. ALL EXISTING STRUCTURES ARE TO BE REMOVED. 7. ALL LOTS SHOWN SHALL COMPLY WITH 'PRODUCT TYPE All ACCORDING TO THE TIMARRON ADDITION VILLAGE J DEVELOPMENT REGULATIONS DATE REVISION MADE CKD. APPD. THE MAXIMUM GROSS DENSITY OF RESIDENTIAL USES WITHIN THE EAGLE BEND ESTATES, INCLUDING COMMON GREENS IS 1.48 DU/AC. L.U.D. - LAND USE DESIGNATION FROM CITY MASTER PLAN ANTICIPATED SCHEDULE OF DEVELOPMENT BEGIN CONSTRUCTION SUMMER 1999 END CONSTRUCTION WINTER 2000 LN REVISED PRELIMINARY PLAT TIMARRON ADDITION EAGLE BEND ESTATES PHASE 2 OUT OF THE HALL MEDLIN SURVEY, ABSTRACT NO. 1037 & HOLLINGSWORTH & BARNETT SURVEY, ABSTRACT NO. 797 IN THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS 33.75 ACRES/ 40 LOTS 6 COMMON GREENS OWNER/DEVELOPER: WESTERRA-TIMARRON L.P. 7905 W. VIRGINIA PARKWAY McKINNEY, TEXAS 75070 (972) 529-5988 FAX (972) 529-5540 ENGINEER: CARTER & BURGESS, INC. 7950 ELMBROOK DRIVE, SUITE 250 DALLAS, TEXAS 75247 (214) 638-0145 FAX (214) 638-0447 MAY, 1999 REC'Q JUL 19 1999 CASE NO.ZA 99-058 C&B JOB#952236020 STREET Lj �v L�-�EII c� lip, Ui M 00 M M . N N ( N N ( //. C C O O L L L L 1 o E E E I t t i D D J O O i LL LL L � (r TT— M V � M T. oS N O 1� i N _�Q 0 N O � 00 o, .o O C 0 0 � N n o a F C) J o�- J , C V Ci no C vj v+ 3 'D a M ' N h oo� L L 1 P Or C O O C W W U M0,a 00C L L L L L L L L oo� E E E D L L O O C Paz 7 / I \ 1V , BLOCK \ I \ \ \+ 8 — cr %� \\ I I „��. �\ TIMARRO v>o; �o GOLF C �. z . ,� \\` � AB. A, S IDE 2 86 9 o v ; /` - \ C 30 �' 6R ` .' ZONED: PU 480-0 /� 52 ✓ , I I \ �\ �� 6 �.. `��\Ui�: MEDIUM _@ENS Y RESID I \ f� \ 7R 1 40 /51 cb \ 41 22 21 ZONED: P D 480 pl I - / \ \G \ +\ 1 LUD: MEDIUM\ / DE SITY RBSI ENTI I 50 . + ` 12 // \ 9R 39 I / 42+ + �. 23 1 — - 1 +\+ �, v, 4� a� i� IOR \\� i \� i 13 1 \ 24 Q I �s� \\; ` ` ' 43 f1i 1 24 \ 22 23 0 100 200 GRAPHIC SCALE IN FEET 1'=100' I\� BLOCK 24 \ �' ' 1, ` _ _ _ �, 19 RA�HMO ' k' / \�; i I R , l �' i i i CAB LI 39 FAIRW Y VIEW TERRACE / 1 \ 48 >w \ . I , — m �, 37`\\� , 11 PR 4 \ 36 Z ED: UD - C BLOCK ',62 I BLOCK ,62, �� _ I 25 LUD: M IUM DENSIT RESI 18 / , 1 I 47 f qc ��:. 12 1'1\1, ' ii 15 26 27 28 29 11; 17 BLOCK 24 j 13— ' BLOCK 64 / i i +\ _ 1 IN 7 \ \mac ` cp 1� 14 \�` �, �\ ` TIMARRON \ \ N \\\ \ .♦ GOLF COURSE CAB. A, SLIDE 2986 0.ZONED: PUD 48Cj BLOCK 6\ �� LUD: MEDIUM DENSITY RESID TIAL 8 15 1 BLOCK 6 \K 63 35 34 _�i�Al2 ._.� 18 WL y 13 /� - ` �� \.x y ' _ `\ �— I t -� /'= /Ti - (EXIST 6"IS — ;� — — � _ — �1 BLOCK 64 6 5 4 38 \` 1 �_ �� 2 _ COMMON_ — - - -- - ---- -_ - \ \ 33 '/ ,i%/i `� �:� „' /:_ / \ i GREEN & 11.E ; \ ` _-�8, '_�� BLOCK 62 COMMON dp , s ' N 1 / FREE 20 `�\�� %. �. / 15 ,(n , `� & D.E. - - � - 33 COMMON GREEN & VARIA r _ EXIST SEII F T BE - -' 40 _ . ,�. !y �`�/ ABANDONED,'& --_ REF OUTEQ_ 25 // 8•�..�' 41 26 \ \c 54 > CID1 17- \ 28 v BLOCK 5 ` /�42 TIMAR ON AWITION ,/\ //- ` '• \ = . RASE 2 , SECTION 2A STAT T BENT CREEK I /� 53 ,\ `\� : I AB. A, LIDE 1711 9 PRT`cT �G 43 LOT I, BLOCK I ZONED: PUD 4 01 s� \�, \ TIMARRON - LUD. MEDIUM6 DENSITY R DENTIAL 9 ` ` GOLF COURSE /i I I 01 CAB. A. SLIDE BLOCK 5 \ PRTCTZONE: PUD 480701.c" 44 �\ LAKE \ LUD: MEDIIUMDDENSITY, R'E'SIDENTIALTz C, 48 51 45 BLOCK 5 - -- \ -- - - -- ----- - - - - -- 1 i '„ c F ad �1'71� LOCATION MAP N.T.S. LEGEND =10 — — — PROPOSED SANITARY SEWER W/CLEANOUT • — —0— — — PROPOSED SANITARY SEWER W/MANHOLE PROPOSED WATER W/FIRE HYDRANT ASSEMBLY - — — — — — EXISTING SANITARY SEWER W/MANHOLE EXISTING WATER W/FIRE HYDRANT ASSEMBLY LIE UTILITY EASEMENT DE DRAINAGE EASEMENT Z�z i \ ,c, BLOCK 37 1 3 / 37 1'38 39 II; COMMOj� 8+00 ILLA CROSSING _t !n .1l i 2 i BLOCK 38 2 � 1 �I BLE WIDTH D.&U` E. , !" 3 z I g L3 C) I \ 32 ° ! 5 ITI A RON ADDITION 'CRE CENT ROYALE AB. A, SLIbE 2626 1 6 � P R C T _ ZO D 4 -OIC 31 LU-0: MEDIU �YENSI RESIDENTIAL 7R , HOU�INGSWOR H & BARNETT �. (< ` SdR,VEY, AB ACT N0. 797 `% /� � -'K M: DAVENP RT SURVEY ABSTRA T NO.432 PRELIMINARY - FOR REVIEW ONLY These documents are for Design Review and not intended for Construction, Bidding, or Permit Purposes. They were prepared by, or under the supervision of: RICHARD R. PAYNE 83364 05/17/99 Type or Print tim PE • Dote APPROVED BY THE PLANNING & ZONING COMMISSION DATE: CHAIRMAN OF P&Z COMMISSION SECRETARY DATE REVISION MADE I CKD. I APPD. PRELIMINARY WATER AND SEWER PLAN TIMARRON ADDITION EAGLE BEND ESTATES PHASE 2 OUT OF THE HALL MEDLIN SURVEY, ABSTRACT NO. 1037 & HOLLINGSWORTH & BARNETT SURVEY, ABSTRACT NO. 797 IN THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS 33.75 ACRES/ 40 LOTS 6 COMMON GREENS OWNER/DEVELOPER: WESTERRA-TIMARRON L.P. 7905 W. VIRGINIA PARKWAY McKINNEY, TEXAS 75070 (972) 529-5988 FAX (972) 529-5540 ENGINEER: CARTER & BURGESS, INC. 7950 ELMBROOK DRIVE, SUITE 250 DALLAS, TEXAS 75247 (214) 638-0145 FAX (214) 638-0447 MAY, 1999 RECI) JUL 191999 CASE NO. ZA 99-058 C&B JOB#952236020 C D' �a O V O 0 N > 00 o+ rn O O N N N N � Ln 0 0 E E Q� M V f- 0i M N 11 N Z � o� N N N N N N 0 0 0 \ \\ \` i \ \ ♦ BLOCK LLJ ! \ >�; W� / I I p , 5 > IM ` O; � O \ .� / �" 5 � � � '� �� � TIMARRO vci o -2 , 1 `� , �, GOLF C z ? z ��`a \ ` \ �AB. A, S IDE 2 86 9 \ PR CT 0U JH wa ZONED: PU 480-0 52 \` I \ \ ;\s \\LUR: MEDIUM '6�NS Y RESID -1 \ A ` , _10 � i \� \ 51 �\� / \ 40 TIM RON - GOLF COURSE: \ ` \ \ y \ \ \ CAB. A, LIDE 2986 \ ) \ m \ \`� P TCT __ / ZONED: P D 480-01 I LUD: MEDIUM,, DE SITY RESI ENTI L 50 39 9R 42 w IOR 49 O I �j� a \♦ i i r r a 43 -- `I 38 \\� �� i w i I I, � __--- z z g i 37 3b OW N I - 12 W I 47 \ 45 J m r r w 0 z a J 11 CD J i L� 11 J 0 0 N O 0 O 0 0 II w J a U N 0 0 0 0 0 0 0 0 d a 10 CV 0 CL ti i LL _ LU 13 � 1 0 i BLOCK 24 G I �1 1 15 AF� "STRATH, ;AB . LI >39 FAIRW )- ii I C ___ R E S I D-EN-T-I-AL_ 0 100 200 GRAPHIC SCALE IN FEET 1'=100' 17 BLOCK 24 Cl 13 - \ BLOCK 64 I ' 1 1 ` �� 16 \ \ 2 kj C? \ 4 �♦ ` \ ; I / \ \ \�, ,� 100 YR FLOODWAY & D.E. 00 -Z.r BLOCK �, - -- </ 1 / BLOCK y y ` K it BLOCK ' 10.E'32 I \ - "� - 14� ♦ \ `� \ \ 2 \ \'� =� �� 31 33 34- 35 36 ,',37 338 BI - c _ - - - \\\\ i ; VILLA CROSSING y 1 / r I ,\ \ - � �;, , BLOCK 64 ��- � r ♦ -___\ � � i ,- -r '=" ♦ /` `- .� �, BLOCK 621 i \, BLOCK 38 33 ,`\,./ � ,` v.:j/%':;;i .��' I` 1. \ I J. - \ \•��,. \ J , 2 15 ♦ \ r �I\ - - IABLE WIDTH D.& E.) 3 39 ) v �- =_ j I z 9 % --- - - - - -- -- - - -- TIMA .PHASE STATC' n I BLOCK 5 5 ` \ STREET lip, ■ L�-�EII � .v �L' 1 � >vI ■1 �i LOCATION MAP N.T.S. HYDRAULIC CALCULATIONS --------------------------------------------------------------------------- AREA * ACRES * RUNOFF * Tc * I * I » Q » Q --- * * COEF. * MIN. * 5 » 100 * 5 100 ------------------------------------------------- Al * 2.9 * 0.5 * 15 * 5.5 * - 9.6 » 8.0 * 13.9 ------------------------- - ---- ---------------- ---B1----*---4.---*----5--------15--*---5.5--»---9.6---*--11.3--*------- Cl --------------------------------------------------------------------------- * 4.9 * 0.5 * 15 * 5.5 9.6 * 13.5 * 23.5 * D1 * 0.9 * 0.5 *5.5 * 9.6 * * 4.3 * E1 * 2.3 * --* 0.5 ----15-- * 15 --- * 5.5 * ----------------------- 9.6 » 6.3 * 11.0 * --------------------------------------------------------------------------- F1 * 1.0 * 0.5 * 15 * 5.5 * 9.6 * 2.8 * 4.8 * ---G1----*---3.1--*--0.65--*----15--*---5.5--*---9.6-.r-----8.5--*---14.9 * H1 -------*---2.1 ----- * 0.5 * 15 * 5.5 * 9.6---*---5_8 - -- - * - 10.1 * NOTE: HYDRAULIC CALCULATIONS INDICATE POST -DEVELOPMENT CONDITION, WHICH IS BASED ON FULLY DEVELOPED FLOW. �y°O \♦ X i, \`.__ BLOCK.-�� \ / ` �' as •} 1;` 5 TI ARRON\ADDITION C SCENT R 0 Y A L E �.� I ' - - CA A. SLIDE 2626 CT i w- 1 �- \ P ♦17 , MED11 ENSI RESIDENTIAL f •! �. , / - \ _ N. \ - LOT I. BLOCK I \; ,- �. s► �''��' '' TIMARRON ;I I ' ! ` � . <; HOB GSWOR & BARNETT \\ , , ; `.\ U , EY, ABS ACT NO. 797 GOLF COURSE /I I mod. : DAVENP RT SURVEY CAB. A, SLIDE 29�46''-- �,- ' )` ABSTRA T NO. 432 PRTCT - \ LAKE `\ ZONED: PUD , 480 CSIC' - \ LUD: MEDIUM DENSITX- RESIDENTIAL - l -- - -- - - - - - - - \ PRELIMINARY - FOR REVIEW ONLY Th-se documents are for Design Review aril not intended for Construction. Bidding, or Permit Purposes. They were prepared by or under the supervision of: RKHARD R. PAYNE 83364 05/17/99 Typ or Print Now PE ' Date BEGIN CONSTRUCTION NOTES: I. EXISTING ZONING: RESIDENTIAL P.U.D. 480-OIC EXISTING LAND DESIGNATION: MEDIUM DENSITY RESIDENTIAL 2. ALL BUILDING SETBACK LINES SHALL BE PER THE DEVELOPMENT REGULATIONS ATTACHED TO THIS SUBMITTAL. 3. EAGLE BEND ESTATES INCLUDES ALL RESIDENTIAL LOTS, COMMON GREENS AND RIGHT -OF WAYS. 4. SCREENING FENCES AND WALLS SHALL NOT BE LOCATED WITHIN SIGHT TRIANGLES OR VISIBILITY EASEMENTS AT PUBLIC INTERSECTIONS. 5.ALL COMMON GREEN AREAS ARE TO BE COMMON AREAS OWNED AND MAINTAINED BY THE HOMEOWNER ASSOCIATION. 6. ALL EXISTING STRUCTURES ARE TO BE REMOVED. THE MAXIMUM GROSS DENSITY OF RESIDENTIAL USES WITHIN THE EAGLE BEND ESTATES, INCLUDING COMMON GREENS IS 1.48 DU/AC. L.U.D. - LAND USE DESIGNATION FROM CITY MASTER PLAN ANTICIPATED SCHEDULE OF DEVELOPMENT END CONSTRUCTION SUMMER 1999 WINTER 2000 PRELIMINARY DRAINAGE AREA MAP TIMARRON ADDITION EAGLE BEND ESTATES PHASE 2 OUT OF THE HALL MEDLIN SURVEY, ABSTRACT NO. 1037 & HOLLINGSWORTH & BARNETT SURVEY, ABSTRACT NO. 797 IN THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS 33.75 ACRES/ 40 LOTS 6 COMMON GREENS OWNER/DEVELOPER: WEST ERRA-TIMARRON L.P. 7905 W. VIRGINIA PARKWAY McKINNEY, TEXAS 75070 (972) 529-5988 FAX (972) 529-5540 ENGINEER: CARTER & BURGESS, INC. 7950 ELMBROOK DRIVE, SUITE 250 DALLAS,TEXAS 75247 (214) 638-0145 FAX (214) 638-0447 MAY, 1999 REO JUL 191999 CASE NO.ZA 99-058 C&B J068952236020 V) U ~ Lv F- U W N rn Y `1 Ld 0 o of- O m U T 1 00 QCo �M o> OT IL RU LOT 123 Q AIL CREEK ESTATES LOT 11 V. 88-1 18,P.92, PRTCT L.U.D. = LOW DENSITY R IDENTIAL ZONED SF 1A LOT 9 p LOT 10 b LOT 2 O� LOT 1 LOT 3 7.5' UTIL. ESMT. 6' HIGH W000 FENCE (TYP) ON NORTH PL 7.5' ESMT. V.388-18LL§2) 1?D �'�.11{ IFIIh 'M 6 (V.388-213,p.37) LOT 17 LOT 16:Na_° — - - 5/8' IPS -1� 1)RA1NAGE&UILL.-ESMT- - j- - - - - - - - _ - -CBpSS 11E�?EZAL6l1/Yd Jd(14L1(Z1P�NCI� > �� 15'J1T11. ESMT. rB (,,'Qj (]�` (V.j88-1 2 BL V V A - R LOT 10 r �- ,., �: SQl� � t� I� �I �11..44�._ I I I� I �15iF� h1 ;7� p- ;'� i I I�, R 1_.-'._..�..I....1_.Ji i? 1IV 1 1 I /-� �1- I I CHAIN LINK ENCE A� I�AR D_.....____.% X X X , I I x . 12'CHAIN LINK, 'fE DUMPSTER �_. _ J 1 Z Y BLOCK A BLOCK A—R M� 116 SPACE" AVAILABLE i x Mc J I (N T TRIP O' IE -,�--'-------1-► COUNTDOWN CLOCK X LLJ I X A/N LINK FENCE X 6' CHx �U P'^ z _-29' ASPHALT ENT x x i L J I I x Ci 9 O 0 \ I W I X ` Iw U W � J I x J Q O (� Q 4i J az Y m LLJ X II I U) O m •� j LOT 11 l� 1, `v aJ sY c- X i LOT \ X 6' CWUN LINK FENCE 4 � I x a � II F-T LNu w m x6' CHAIN LINK FENCE I x X SCOREBOARD xY d • �r :.. h QL i% /. I I , STORAGE BULI�G W V. 88�.P.7 J � I � I U C� i- F- 50' ROW RESERVA 0 IN CEGt4R OONI- UZ DSI�p BOAR CSC EBOARD e I _ ' U� I-- f-- w o w � 0 CABLE FENCE i c3 N I- J � C) x x x I x p 'O CY �� �Ym 2-12'I CHAIN LINK GATE-- a I-n 00 Z CN In I W I W .Q �� aL, `.. Q w Q N 0 IQ0 0 ti( n 3W ' c a J 1 s a s' j a I w rn Q % LLJ ? 68 SPACE] I,o� rn ��P g ^ � W 00 W O N Y O I E C E F .mot �iJ m (%) L� (\� W C� �' cO W X U r'N I I�aI I -a W F ¢ I �'� w �Csx Q M D L,4f BLDG Q i I- IW I (/) U 7 ¢ � (n z Un �' I Q I Z - L� _ ¢ C) 0 w !*g ! 24 IRE NE H �� Q rr 8 C SPACES �^ ^ C0 X W Y ` 6' CHAIN UN EMC z (\J ^ z LLJr C) w w z =35' ¢ Wry : o 00 OC) LLJ w o LJ N O (� �. ' 18' CONC.TRT WALL / _ 5 0 (DN F MY J 4 24' F12� LANE js, Un II O z z ^�/^�-' 00 00 00 20' ¢ RAD ( ). 00 QQ 00 0 0 2?' CONCBLOCK I� z Ln J m r CLLI / l Ir cF o o ETAL� SIDED BL II `�' ,✓/ - a SDse so.Fr : 00 22' CONIC ROCK BLOCK A-R I B 1' l O II j96. + ONE STORY '�- ` I I) ; 59JOI R LOT 13 2W8rw IIr I 15' U17L. E �o OD A c/,/O ( I LOT 1 I m 811v P£C.ovCI BLOCK A— R I ! r G WTERIOR ADDITION 31' c vvc.8tocK I ' S Z IR 2892 soft 1 ' 9, AWN 15' coK. nL r wncL c2W aLcw I la I . i o >- 18' COAV.&XK sw ' V m 206' II 0 r I awTE W! I I I �, `n o; I M prcw 0 0 0 0 � I I I 2W Prow .,W FEW O164 O II ; I N rn� vvv awnFrw 2✓H !0 C{1NC.P KING L0�- j { , 76' DSCHP� lsurn r = 2 4° 5' U 8 ° �J R = 481.83: i . �r30 FRONT YARD _. _-. _ ; 53 REG PACES IL` { _. 3.-HC S ACTS = 209..27 0 ifYPE BUFFER Y , 2rr�" �ru WA _. .ldll� .v'u. W.I.I.W�N !.. : .v UEph,ATD � F N Q. fi l�.. CC U IIh1 "4pwIu1 ,,f.l .�� I �•N Ir B Wrc WAYSMISStOv LIW EASEMENT �N , .Q-WITH a _.. T s 4 /'348 Pp.F srk�L s Gv "SLOT 2 T 1 W�01 us 0 �' F U U E I D E WA L•-� w CD m O ' 0 r 00 Ln N Q Q r7 O o M r cr Co °' O I ¢ = In z0 r z r ,r, W oo � O W M W O N 1\ F- O N -> I1`71 Z Coco bi In I �w a,o��rirn N� �O� w �O 120' Cocn >-N 200' = Il) 140' N � o I 0 o� o N N (J� W WO O Q I tY OrC� N I, O W N¢ -1 O N W O M N O] t0 ¢'¢ z ¢ W U W O N C3) C O 0 r 0 U X 0) w J O O CD I Q W r L� N J� X Q W l W LL O Ci L� Q N Q Q Q Q r O Q) O 0 CD ¢ ¢ ¢ Z `�/ QT C- O c0 Q N W to I W X LLJ O N Q r O 0 v 0 X W rn )- --r LIJ O O a) Q C � r I > r ¢ Z� - CO C) Z I W W W 00 p F- O W Li LLZ N N 0_ Q Z L Q p O 0 N¢ Q X Lj Lj CO U LL Z. 11 ¢ Q LL>X W wO<W 12 W'W J YO O• ((^^� I :;:> F- Z -QOXZ UN ULL Z r Z W ONQ Y FL= 7 M ~ O Z Ln LL Z F- O g N vJ ¢ 00 Q Q F- O - 0) Of Z O F- w O z Q tY ¢M 0d) W N F-��a�QO J ��� Q pC')-1U- W N U �W WN � ¢ > N _Jo = Y Z Ln LjJ 00 ¢ = N O> o G� L� N Q W Q z r� Y F- � � y :2 ch J � N ? -' = OLd W D \v X" Ir-WCD _ ~ OO = J U) � O N W 00 o U > N �/ o g Z F- to t' o 0 O ¢ (� \� z -j 0 O O 0 t� Q a- w > N (n U O 00� 1n U) 1n N W CD Q r (n N >LLJ D _J N CD ¢:E -.)X 00 o ¢ v` ¢ a w W W a Ld X _ \ LL_ D LLJo - L.U.D. = MEDIUM DENSITY RESIDENTIAL BM ELEV = 590.34 R.R. SPIKE IN P.P. Cc? N.W. CORNER OF E. DOVE STREET AND N. CARROLL AVENUE L.U.D. = MEDIUM DENSITY RESIDENTIAL L.U.D. = MEDIUM DENSITY RESIDENTIAL 1q W of W 11 � K) II a- o F- W z O Q LLi 0 p z O J N ^ J N< J Q` � � 4 � 4 z Q°c Y � � � U Y ti 2 Q 4 LONE OME DOVE ESTATES CAB NET A, SLIDE 1929 LOT 2 BLOCK 1 LOT 1 L.U.D. = MEDIUM DENSITY RESIDENTIAL 5��Q &NC. ZONED PUD LOT 25 0 LOT 11LOT 2 AYLOR STREET 24• ASALPIYT. FUTURE BUFF RYARD FUTURE 6' SIDEWALK LOT 1 LOT 2 4'CONC.DRIVE V� LOT 3 l!) to Itt LOT 4 LOT 5 DT 6 10'—C BUFFERYARD I� S SITE BUILDING SURVEY GRAPHIC SCALE 0 50 100 200 E ( IN FEET ) 1 inch = 100 ft. BUILDING SQUARE FOOTAGE FOR LANDSCAPE AND PARKING CALCULATIONS BUILDING DESCRIPTION EXIST SQ.FT. PROP. SQ.FT. A MAIN ACADEMIC BUILDING 104,638 113,583 B TECHNICAL ACADEMIC FACILITY 5,068 5,068 MOD.BLDG ACADEMIC FACILITY 1,500 0 MOD.BLDG ACADEMIC FACILITY 1,536 1 0 MOD.BLDG ACADEMIC FACILITY 1,536 0 TOTAL 114,278 118,651 NET INCREASE 4.373 ANCILLARY BUILDING SQUARE FOOTAGE SUMMARY C HOME LOCKER ROOM 5,010 5,010 D STORAGE BUILDING 3,200 E VISITOR LOCKER ROOM 5,010 5,010 CONCESSION 460 460 STORAGE 735 735 TICKET 160 160 MOD.BLDG STORAGE 1759 0 MOD.BLDG STORAGE 432 0 TOTAL 13,566 14,475 NET INCREASE 1,009 Q U � � z � L1J 0 0 OJ U� (f LLJ LLJ LLJ ct� CIO LLJ (� o��z W � Q � ry w 00 W z � 0 0 w LLJ � II O � �E C i up S1 �1 WN 13 Eli! h4h, on, -1 onfrad TO BE MI I II FW4 -IL"I `�--i "-II CONSTRUCTION OF REQUIRED 6' MEANDERING SIDEWALKS ALONG DEFERRED UNTIL ADJACENT E. DOVE AND N. CARROLL PAVEMENTS ARE 1 1 \\1?14+Guyva VICINITY MAP E. DOVE AND N. CARROLL CONSTRUCTED WITH CURB AND GUTTER SUMMARY CHART — BUFFERYARDS LOCATION LENGTH BUFFERYARD WIDTH - TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE / SCREENING HEIGHT & MATERIAL NORTH REQUIRED 899, 10'-C 27 36 108 NONE b PROVIDED NONE NONE NONE NONE NONE NONE EAST REQUIRED NONE NONE NONE NONE NONE NONE PROVIDED c 643 a 10'-C 19 26 77 NONE PROVIDED d 703 a 10'-C 21 28 84 NONE SOUTH 'a SITE DATA. 2400 N. CARROLL AVENUE 30 ACRES — GROSS R 0 W D E D 0.97 ACRES R OW D E D 0.78 ACRES 2 8.2 5 NET ACRES LEGEND A BUILDING ENTRY - EXTERIOR LIGHT - EXTERIOR FIRE ALARM AUDITORY PARKING REQUIRED 814 10 -E 8 16 65 NONE PROVIDED 1 814 10'-E 8 16 65 NONE WEST REQUIRED 1358' 10'-C 41 54 163 NONE PROVIDED NONE NONE NONE NONE NONE NONE Credits: a. Excludes driveway curb cut width. b. Properties abutting on north have 6' wood fence and elevation difference accounts for an approximate 8.5' screen. c. Bufferyard provided in lieu of bufferyard on north side. d. Bufferyard to be provided after completion of new stadium. e. Whigh fence/screen to be provided when adjacent property on west side is developed. Other Comments: Owner requests partial variance from bufferyard requirements. ---- - -- EXISTING — SUMMARY CHART — INTERIOR LANDSCAPE REQUIRED OR PROVIDED LANDSCAPE AREA (SQ. FT.) % OF AREA IN FRONT OR SIDE CANOPY TREES ACCENT TREES SHRUBS GROUND COVER (SQ. FT.) REQUIRED ? 75% ? ? ? ? PROVIDED NONE NONE NONE NONE NONE NONE - Credits: Existing trees are shown on plan, however shrubbery along the front of building and accent landscape areas are not shown due to scale of drawing. Other Comments: Owner requests variance from all interior landscape requirements. SUMMARY — EXISTING SITE DATA SUMMARY MAIN BUILDING ZONING EXISTING PROPOSED CS \ CS T 1 LOT 2 '`� OJ CON( DRI O� lc� Tom' I O 61 m I CD,`Q' QP i24 CONC.ORN W TRAAM SVaV u'c EASEAENr Z N ED 01 Cbcb� L.U.D. MIXED USE �� l' TR 2A3, A-1 563 �Q VOLUME 6853, PAGE 1166 FRED AND MYERS MARY STONE PARKING: REQUIRED / PROVIDED (TOTAL) 129 SPACES / 301 SPACES LAND USE DESIGNATION PUBLIC SEMIPUBLIC PARKING PROVIDED: STANDARD 294 SPACES CONSTRUCTION: START FINISH JULY,1999 SEPT.1999 VAN ACCESSABLE 4 SPACES NET ACREAGE OF PROJECT 1,230,413 SQ. FT. (28.25 ACRES HANDICAPED 3__S_PAC_ES_ NONE / NONE _ __ BUILDING FOOTPRINT % SITE COVERAGE 113.583 Si FT./ 9.290 LOADING SPACES. REQUIRED /_PROVIDED IONE STORY BUILDING MAXIMUM HEIGHT = 91'-n" TENNIS COURT FLOORSPACE 113,583 SQ. FT. PARKING: REQUIRED PROVIDED TOTAL j 4 SPACES 4 SPACES FLOOR AREA BY USAGE: _ — — CLASSROOMS AND/OR TEACHING STALLS 38 previous 38 proposed BASEBALL FIELD AND PRACTICE FIELD SEATING CAPACITY OF CAFETERIA 362 _Z PARKING: REQUIRED PROVIDED TOTAL 38 SPACES 116 SPACES AREA OF OPEN SPACE/ % SITE COVERAGE 707,776 SQ. FT./ 57.7% STADIUM TOTAL IMPERVIOUSL% SITE COVERAGE 522,637 SQ. FT. 42.3% PARKING: REQUIRED PROVIDED TOTAL 367 SPACES 197 SPACES AREA OF OUTSIDE STORAGE/ % COVERAGE NONE 0.0% NUMBER OF LOTS 1 SITE TOTAL PARKING: - REQUIRED 538 SPACES PROVIDED 615 SPACES (TOTAL) 600 REGULAR 9'x19' 15 ACCESS PARKING - 14'x19' - JOYCE, w 1017 WILLIAM D. TATE AVE. GRAPEVINE, TX 76051 —4040 a- ZONED AG L.U.D. = MIXED USE TR 2A3 A-1563 E THOMPSON SURVEY A-1553 'moo F. THROOP A- 1511 TR 5A1 , A-151 1 VOLUME 13236, PAGE 384 BHOGAVALLI, NARASIMHA R. AND CHENNAREDDY, SRIMAN N. 14300 STATLER BLVD. APT. 2412 FTW 76155 SITE NOTES: ZONED AG L.U.D. = MIXED USE 5 — MODULAR BLDG (TO BE REMOVED FALL 1999) PARKING LOTS ON NORTH AND WEST SIDE OF THE BUILDING HAVE NO RAISED LANDSCAPE ISLANDS NO NEW CONNECTIONS ARE PLANNED TO EXISTING PUBLIC WATER, SEWER, OR STORM DRAINAGE SURVEYOR —ENGINEER ARCHITECT OWNER CHEATHAM & ASSOCIATES SCOTT/BALLEW ARCHITECTS CARROLL INDEPENDENT SCHOOL DISTRICT 1601 E. LAMAR BLVD. SUITE 200 3511 CEDAR SPRINGS SUITE 3 1100 N. CARROLL AVENUE ARLINGTON, TEXAS 76011 DALLAS, TEXAS 75219 SOUTHLAKE, TEXAS 76092 (817) 548-0696 (214) 252-0883 (817) 481-5775 FAX (817) 265-8532 FAX (214) 252-0889 CONTACT: GORDON JOHNS CONTACT: LINDY BALLEW REVISED 8/9/99-PER CITY COMMENTS-GJ REVISED 19199-PER CITY COMMENTS-GJ SITE PLAN PROPOSED LOT 1, BLOCK 1 CARROLL I.S.D. ADDITION No.3 TO THE THE CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS TRACTS 2 AND 2C ABSTRACT No.348 TARRANT APPRAISAL DISTRICT BEING 30 ACRES AS RECORDED IN VOLUME 4781, PAGE 948 AND VOLUME 4781, PAGE 966, DEED RECORDS, TARRANT COUNTY, TEXAS SITUATED IN THE J.L.CHIVERS SURVEY ABSTRACT No. 348, TARRANT COUNTY, TEXAS ONE LOT MAY 17, 1999 ff-0 AU`u 10 199) CASE No. ZA 99-059 Ei S"'�:G BWL✓INu A l 04 PARTIAL WESTE.RN ELEVATION L ✓Uf!.,.. iNC"s FIE ~" t_ — — — r — — — — — — — — — — — — — — — — — — — — — — — — — — —r- — — - X _ J _ —I---+-- — — — — — — — — — — — — — — — ——--——— — — — — -- ----- --- - \ 1 I8" = 1 I-OTT I 103 PARTIAL WESTERN ELEV. +i811= ro1V 102 PARTIAL SOUTHERN ELEVATION (CONTINUED) 1i8VT= iTo11 / r--------- - - - - -- -- �• _ - 1` r - r EZTERICR �. 01 PARTIAL SOUTHERN ELEVATION 1 l8" = 11..01 T S0 01 SCOTT•BALLEW•INC ARCHITECTURE- DESIGN- PLANNING 214-252.0883 FAX 214.252.0889 3511 CEDAR SPRINGS • SUITE THREE DALLAS • TX 75219 rf I N 1 Tot,a I''rokt.,m 1,18 E 'IE�AS STREET :W'E"VINE 'lVXA> 7'4) 1 191'1) U319 97()8 FkX J U W o� O W z o o z 0 U � O 1- o W = U N x Q > w x J �1 �� �" W aAWY f W W z W z a. a 0 om x 0 z W 0 O d a' J x 0 W Ua U SBI Project No.: 990s Date: 06 25-99 Issue: Prates- Print Drawn By: Checked By: Revisions: - SHEET e0lREn J9 SHEET NO. OF 2 TOTAL SHEETS 06 WESTERN ELE.VATION @ STORAGE BUILDING f. IF 04 EASTERN ELEVATION @ DRESSING ROOM 02 PARTIAL EAST' 1 /811 = 1 1_011 'i. ti 05 SOUTHERN ELEV. @ DRESS. ROOMI /81T _ +1-0VT SCOTT•BALLEW -INC ARCHITECTURE- DESIGN- PLANNING 214.252.0883 FAX 214.252.0889 3511 CEDAR SPRINGS • SUITE THREE DALLAS • TX 75219 T 1 T I tlir li T(l 1Prokrai u Manr�rfn�nl. In. i 128 E TF,. � GRAMINE, TEXAS 75061 (H17) daft (817) 4813. . f � U O z p o J Z O _ - V �-- 0 03 WESTERN ELEVATION @ DRESSING ROOM rIu ::GCK ✓EN_ /ENEER, O W (,ij U x WJ W opWY z NNW o� W � z IL o W 0 'Q W W O Q ,,,J 0 O ? W 0 �yI p �," J Q x O W U� U e SBI Project No.: 99U Date: CY -25 -99 Issue: Prcr.►ess Print Drawn By: 11� Checked By: Revisions: SHEET 5*02 ERN ELEVATION +/8" _ +'-0" 10 1 PARTIAL NORTHERN ELEVATION 1/8 V T = 1►.0►► RECD JUL Q 1999 SHEET NO. OF TUTALSHEETS ♦ '300 CONVI ZONING: %UD : MEDIUM DEN CABINET A lr `1 V EX. 6' FUTURE EXPANSION OF KIRKWOOD BLVD • I y, �% I 0 t I1 ( ,I _ I I P } 9 ! 511)E:Iv I lAlil r 537 r I, GRAPHIC SCALE • ,I % 100 0 50 100 / f ; 1 inch = 100 it. STANFORD P[ ACF ADDI"fiON LINE TABLE LINE LENGTH BEARING L1 1101.30 N89*58'39'E L2 606.13 N00*25'42'E L3 13.29 N89*39'47'W L4 25.00 N00*10'50'E L5 249.98 N89'08'45'W L6 25,00 S00'10'50'W L7 100.85 N89*08'45'W L8 16.96 S00*55'17'W L9 151.06 N89*08'45'W L10 44.42 S00*10'50'W L11 141,29 N74*15'17'E L12 165.26 S74*15'17'W L13 195.01 S00*101S01W L14 220.27 N89*07'34'W L15 48.80 S01*27'46W L16 25.77 N89*08'46'W L17 275.63 S01*27'10'W L18 25.73 S89*40'50'E L19 376.88 S01*23'22'W L20 23.90 S89*58'26'W L21 235,06 S01*28'12'W L22 206.50 S89'49'48'E SUMMARY CHART - BUFFE RYA RDS BUFFERYARD CANOPY ACCENT FENCE / SCREENING LOCATION LENGTH WIDTH -TYPE TREES TREES SHRUBS HEIGHT do MATERIAL REQUIRED 853' 10' - B 14 21 68 NONE SOUTH PROVIDED* 853' 20' PARK LAND 0 0 0 6' WOOD FENCE W/ STONE FACED COLUMNS REQUIRED 1.135' 10' - B 18 27 91 NONE WEST PROVIDED* 1,135' 50' - B 18 27 91 6' METAL FENCE W/ STONE FACED COLUMNS A. THE REQUIRED PLANT MATERIAL HAS BEEN REDUCED BY 20% AS ALLOWED FOR INCREASED BUFFERYARD WIDTH B. THE REQUIRED BUFFERYARD LENGTH HAS BEEN REDUCED TO ACCOUNT FOR R.O.W. INTERSECTING KIRKWOOD BLVD. C. THE APPLICANT HAS PROPOSED AN APPROXIMATELY 20' WIDE AREA OF PARK, RECREATION AND OPEN SPACE IN LIEU OF THE REQUIRED BUFFERYARD ALONG DOVE ROAD., D. THE APPLICANT HAS PROPOSED AN APPROXIMATELY 50' WIDE AREA OF PRIVATE OPEN SPACE IN LIEU OF THE REQUIRED BUFFERYARD. OTHER COMMENTS: NOT ANY ADDITIONAL CREDITS REQUESTED FOR A REDUCTION IN REQUIRED PLANT MATERIALS. - _ C �. I "FUTURE SCHOOL SITE LUD : MEDIUM DENSITY RESIDENTIAL ! ''' 1 VOL. 388/129, PG. 79 I Iw - -- � C H FUTURE 25' PRIVATE DRIVE ; . -: ,,, 2 WITH 35' OF TANGENCY H LOT 2 ! �,!------------ - TATE ADDITION > _ _� �; •. :D I o ° VOL. 388-187 PG.2 �K 5i - _ •i- \ 00 9 r 10 I o o3 l OO I I .•I•.. 17,059 SF �, 1 16,799 SF 0 0 '�---��` 35 B��_--- / ` \ `` �\� 21,968 SF 1� -I=-- - �I `'`'` 00 1 g 7- 0 o of 16 \' ----�- -I---- 009 1 _ ., o1 0000o J 1... �4 1 - -.. A o. c2� 112 3 > T ��. I mi. 11 I o00� c~i� OD , 8 1 ; o ili i o 0 '` a �..; 20,792 SF 7 1 0 17,620 SF " �� .�'� 115,005 SF j 00 0 C7 1 1 16. 2 SF o / '`�' �I i i'� i R W i 1 O'U. E 4 ` 0 0 1 �, LOT 1 1 1 I i °° TATu ADUI'tION \ 20,931 SF 1 22,790 SF 1 Ip 2 I �:; \ 16,568 SF L-0 »�" 29. ' I € o°o°� z VOL. 388-1 H7 PG.2 B-BI 12 I oo� C) W r �1a5 x \ p V •E p �/ r. \ 1 7 0 l a 15,005 SF I ... •.: rL20 ! tV 16,218 SF I 1 I o I 1 E� 15'D.E �1I I I + r 7 1 17,781 SF 5 �0 3 :1 \ I 29.0' +' 16,578 SF ~ \ 8 17,244 SF 1 19,524 SF ' B_B I I I 10(5' T STONE NCE STM Y� T 16,546 SF '� ----- 1 Ln f 6 1 I b 13 -, �' ` 1 ��3 ' Q: 1 10 , i 1 0 15,556 SF of 1 i �15,005 SF I ' 30' PARK LAND o I I m I 11� \ -4 0 A AI 1 4 'TRACT 1 B I /0 22,508 SF - -r- to'u.E -� - , TATE, JOHN M ETUX SUE ANN Eiii J i 1 r 5 1 m I t �. t4 I :�:::: I VOL. 10772 PG.16 % �3 o n I 1 I o15,005 SF 9 ----- -__ 20,362 SF m t r� I I '� 3 10' y I I Q 1 23 1'�-------- CD 1 : i W �S• '\70 I 11 1S' \ �23�. i\ OD o I t i '2' i- o £ ` ( - BLOCKci Q ;?e d� , 10 I 19, 717 SF , / . I 15 I :: : = i t \ G I I 18,882 SF I / 12 - g o- 1 "15,005 SF I :.:: ,n 9 i ` I yJ 15'D.E w 20,037 SF j ` `- t i I : < i 1 1 16,6t76 SFj / 15'D.E I / �Sp� / 13 /\ I I q 181 1 ZONING: PUD - 1 , 25' B-B 1 I 1./ / 10 . - ----- Q-- ';_d 1 I' LI o 18,861 SF .3 e, 1 0001 LUD :MIXED USE CONC. 1 D'U E / / 115 1 1 16 7- I \ / t 4 15 1 I I °° i o 15,005 SF I ::i.::: °a o0 VOL. 13247, PG. 317 t5'D.E I 1 I ::: o 0 0 50 E1RYARO I I + / 20,275 SF 19,634 SF 'n I o o I ::: 1 I�`15 D.E 15'D.E-�I �`.� ' I I + I , 00 o I 22 I 2t I I BLOCK "1�' 15'0 f ° °, t E7� 6,IDEWALK 20 I ':`: o o FENCE WITH ' 16,700 SF I 17.277 SF I I ; I o o ST NE COLUMNS 1� I,• I 18,015 SFI 19 / �� ' I i_ 17 I._. ood PROPOSED li�Y � OCATI '' �' ! ( - - - - - - 1 16 I o E.�::: ° o ,. 1 TRAC:'T IF I it2--1- - tos' - - J 100' I 21,624 SF / is, 1 `��' 2o.tst SF I 115,065 SF Ica:::: o o �, ROBERI' LEE McPHERSUN A 35' B L ' I ' 0 0 FUTURE EXPANSION OF I I �, /o' I t0'u.E� "ZONING: SF1A KIRKWOOD BLVD. , a o �--_ L - - - I 5 / 18 / 15'D f �,' 1 1 :�:I: o o , 1 33 , / I .... o o ° I LUD : LOW DENSITY RESIDLiNTIAI. 17,667 SF ooa 1 / `000 VOL.l'OL1_335 PG.478 �m .� 11)• / .� I :it'iOOO r R 17 i r I o0 000 22,968 SF t8 w I �:�:' ' O ° 1 112 -- i 0 i- 3� 1 �. \\� _'o I PARK LAND r' 1 1~ I ��(, `� o CO � i �� p �/ 23,984 SF o ( 9 L1 E X I �' iSO) WA �! R W 29.0 1 ?' i I 1 I 28 mNi I 3` \w1 `vm �n -I B-B �- 23 p �., � � o i. - � � ��.����� 118,063 SIF I - - - � 10=5'--) _ 1 i 18,672 SF "' I �1?9' r� o - -- - ' - 10'U.E L14 � � 1 FUTURE EXPANSION OF•1 1 t0'U.E - -- - \i 1 CITY OF SOUTIILAKL I I KIRKWOOD BLVD. II i 1 - I- - I a' - I i� 1 i 24 1 22 / 100 35 B�L 19 1 ZONING: CS 27 i00 1 ; 18,030 SF 1t8,734 SF / -- 107' 21,844 SF 1 LUD : PUBLIC i 1 • 15,660 SF I � �'� / 20 I I 50 EU --+_i- ` �� ` 1 / 21 21.665 SF I VOL. 7354, PG. 934 �p R 1 ! 8) - -- ; I �� t 5'U E I- , 25,039 SF d --- METAL CE WITH 111 I I _ _ - -- _ LOCK "2" J- STONE I WL I 1, T . - Ov�, I o 1 PROPOSED 9 i LOCH 26 `ram i � I- 25 I'' / (I I I 16,447 SF 1 O l v / ' / 19,552 SF ,n POINT OF - j _ _ _ .�:,.'•�'• :�I` 1 I � , / _ yro v 20 PARK LAND / ty3• 0~`O i r. S - o000000 o0000oC,1 1o0°o00000L8 o 92P� 0000o000000 �DOVE ROAnnnnnnn - 7 WOOD FENCE WITH- CT/bJc rrr I I►INIC SIGN LOCA ;\36'57'09' 1022.00' �L 659,13' ' 7. 7 ' .49 B 116'02'52"W 50' RIGHT-OF-WAY 10. 5' 1 29' I I� I 1 ZONINC SF 1A 41, ,I SECTION "A" RESIDENTIAL STREET N.T.S. TIMMARON LAND CORP. ZONING: SP-2 480-220 APPROVED CONCEPT PLAN TIMNIARON COMMERCIAL TRAC f I LUD : MIXE:D USE VOL. 10533, PG. 233 VOL. 9827, PG. 974 = 15'19'49" & = 0'41'42" R = 1208.00' R = 1 .' L = 15' L = 323.22' 6767 C = 322.26' C = T = 7 .84' T = 162.58' BR= S83'15'29"W BR= N75*S1'06"E ANTICIPATED EXIST. PROP. NUMBER OF GROSS NUMBER OF COMMON PERCENT PHASE COMPLETION ZONING ZONING LAND USE RESIDENTIAL GROSS NET RESIDENTIAL COMMON AREA OPEN DATE LOTS ACREAGE ACREAGE DENSITY AREAS ACREAGE SPACE (D.U./ACRE) MEDIUM III DEC. 2000 RPUD RPUD DENSITY 50 29,54 28.67 1.69 2 2.79 9.73 RES. NOTES; 1. EXISTING ZONING; SOLANA RESIDENTIAL P.U.D. 2. DEVELOPMENT REGULATIONS FOR THIS TRACT ARE AS SPECIFIED IN THE SOLANA RESIDENTIAL P.U.D. FOR PRODUCT TYPE "A". 3. ALL STREETS ARE TO BE DEDICATED TO AND MAINTAINED BY THE CITY OF SOUTHLAKE. 4. ALL EXISTING STRUCTURES TO BE REMOVED. 5. ALL AREAS ARE APPROXIMATE. 6. OF THE 4.88 ACRES OF PARKLAND TO BE DEDICATED IN PHASE II OF KIRKWOOD HOLLOW, 1.76 ACRES WILL BE ALLOCATED TO PHASE III. 7. PER AN AGREEMENT WITH CISD, A FUTURE 25' PRIVATE DRIVE WITH A TANGENCY OF 35' SHALL BE STUBBED TO FUTURE SCHOOL SITE FROM DESIGNATED AREA ON STREET "A". THIS DRIVE IS MEANT FOR THE USE OF RESIDENTS OF PHASE I, II, III AND IS NOT TO HAVE BUS TRAFFIC OR CONNECTION TO N. WHITE CHAPEL BLVD. KIRK 0- Y 3 '- DENT N TA ANT NTY A l J o o Y = O Ln O Lnn DOVE o SITE VICINITY MAP N.T.S. II -� �--10' TYP. LOT LINE tl ----�J L----------------�---- ----------------- II �-5' TYP. II O II II II 10' UTILITY EASEMENT DEDICATION FOR DRAINAGE SWALES & FRANCHISE UTILITIES RESIDENTIAL LOTS AND 87.62% 25.88 ACRES RESIDENTIAL RIGHT-OF-WAY COMMON OPEN SPACE 5.99% 1.77 ACRES PARK DEDICATION 3.45% 1.02 ACRES NET ACREAGE 97.06% 28.67 ACRES MAJOR STREET RIGHT-OF-WAY 2.94% 0.87 ACRES GROSS ACREAGE 100% 29.54 ACRES LEGEND CUMULATIVE OPEN SPACE I, II, III 10.59% 11.23 ACRES U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT SITE DATA B/L BUILDING LINE GROSS ACREAGE 29.54 ACRES PROPOSED PARK, RECREATION, AND 50 SINGLE FAMILY LOTS 21.22 ACRES OPEN SPACE DEDICATION TO THE COMMON OPEN SPACE 1.77 ACRES CITY OF SOUTHLAKE MINIMUM LOT SIZE 15,000 S.F. AVERAGE LOT SIZE 18,485 S.F. COMMON OPEN SPACE AREAS TO DENSITY PHASE III (DWELLING UNITS/ACRE) 1.69 BE MAINTAINED BY H.O.A. AND/OR DENSITY PHASE I, II, III (DWELLING UNITS/ACRE) 1.30 P.M.A. ANTICIPATED SCHEDULE OF DEVELOPMENT 0 0 ° ° o 0 o0o0o°-- PROPOSED RIGHT-OF-WAY DEDICATION 0 00 0 0 20-0- -0 BEGIN CONSTRUCTION END CONSTRUCTION MAY 2000 DECEMBER 2000 FUTURE KIRKWOOD BLVD. OF TFgr�1�I ......... ....... *.y OCIE LEE VEST 80062 00. yy%;�� IRL SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY OCIE LEE VEST, PE No. 80062 DEVELOPMENT PLAN FOR KIRKWOOD HOLLOW PHASE III CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS CITY CASE NO. ZA99-055 OWNER: 300 CONVENT CORPORATION NEW ORCHARD RD. ARMONK N.Y. 10504 PHONE (914) 499-4811 PREPARED BY: REG' NOG 101999 HUI Huitt-Zollars Inc. Engineering/Architecture 3131 McKinney Ave Suite 600 Dallas. Texas 75204 Phone (214) 871-3311 Fax (214) 871-0757 0 P O 0 DATE: 06/14/99 HZ FILE NO. DEV_PLAN.DWG Project No. 01- 2492-01 SHEET 1 OF 4 1 ,\ , X V'. X\ .' oA f ' EX. STA. 1+36.00 4' MH \\ \ STWB OUT 10" PIPE k PLUG 10' FL \ (IN)=" 612.00 I \ 0" FL (OUT)= 611.90 STOP RIM= 625.71 1 " i I I i I II 1 I Ij I �t I ' =�I1 I _ I BLOCK "3"10 711, EX, STA. 13+50.00 4' MH `\\ \\ .�`' N 10 FL IN )= 611.49 \ , �• / / - '� _ / \ \` — — — — — �- — ! 1 M ` 24" FL (IN)= 610.42 24" FL (OUT)= 610.32 STA. 14+35.79\ \ 3 / `�\ � � 8 `� �� , m i 11 I I iv TOP RIM= 622.90 �\\\ X. 24" FL=613.25 ,- - 2 / 2 t 1 I 1 cn j 7 II I 12 I I 1 I 1 7 1 6 I s 1, , — — — — —- I 1 I It \� 1 8 6 I II I 13 I I 1 i \ \� O 1 I 7 f I I ------- \ \ - BLOCK "2" N to 12 1s / �, I I EX. STA. 19+50.00 4' MH 1 ', 13 / -----� 1 24" FL (IN)= 622.34 24" FL (OUT)= 622.24 TOP RIM= 634.25 l _ I I I� I ' I r ` � I r I i it i l I 29 I 1 l DOVE ROAIS 1111t- - -24"SS — -i , 1 1 ml is I _ I I N / 14 15 � I "'i I I I Z PO I I � 22 I I BLOCK "1 1 21 i 20 / \ 17 I I I 19 / � I 16 35' B/L 1 ��-L __ I . / is 17 Is 28 I 23 I .� I II �—j------ � '35' B/L '" I 27 ;m ' 24 1 22 / `-- ------ -"" 19 PO` ', 1 / 20 I 3e i — I �,\ i 21 i N — — — — _J a \�-- — — — — —— LOCK "2" t 26 i 25 I � V, i I I Na O° 111MO MMEM F �y s 9A ��oo ti DOVE o SITE VICINITY MAP N.T.S. GRAPHIC SCALE too 0 SO 100 ( IN FEET ) 1 inch = 100 ft. LEGEND Q FH EXISTING FIRE HYDRANT PROPOSED SANITARY SEWER 8SS O SSMH EXISTING SANITARY SEWER MANHOLE O C.O. PROPOSED SANITARY SEWER CLEAN OUT O STMH EXISTING STORM SEWER MANHOLE 0 PROPOSED SANITARY SEWER MANHOLE EXISTING WATERLINE 8W PROPOSED WATER MAIN 8" W EXISTING WATER VALVE + PROPOSED FIRE HYDRANT EXISTING SANITARY SEWER H PROP. WATER VALVE 8" SS —,-- PROP, WATER TEE PROP, WATER BEND (SEE PLAN FOR ANGLE) PROP. WATER METER AND 3/4" l COPPER WATER SERVICE PROP, SANITARY SEWER C.O.O SERVICE AND CLEAN OUT PROPOSED BOUNDARY 2 PROPOSED LOT NUMER PRELIMINARY WATER & SANITARY SEWER PLAN OF T£ gsIlk * *•/� OCIE LEE VEST ...... .. 80062 �p THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY OCIE LEE -VEST, RE No. 80062 FOR KIRKWOOD HOLLOW PHASE III CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS CITY CASE NO. ZA99-055 OWNER: 300 CONVENT CORPORATION NEW ORCHARD RD. ARMONK N.Y. 10504 PHONE (914) 499-4811 DATE: 06/14/99 PREPARED BY: HUI \S Huitt-Zollars.Inc. Engineering/Architecture 3131 McKinney Ave. Suite 600 Dallas. Texas 75204 Phone (214) 871-3311 Fax (214) 871-0757 1999 HZ FILE NO. PRE—W&S.DWG Project No. 01-2492-01 SHEET 2 OF 4 \ I , N \ ` 1 1.56 6.48 1.35 \\ ti ,�� � .' � i i/ !• 1 A l 1 i l l l /' i Sx613 1 v i 1 � i ! � 1 t '`\ \\ _ ,` � / - �'�,`• � '' i � / , i i I• r , ' � /i � 1, � , +. ,• ti j ` - c I , - BLOCK" ' � �,,,,...- `� ,j 21, .44 IV `' ;' ;' , , ` \ ♦ BLOCK �'M' \\ \\1 L-OGK-w�w I_!. -, I -' 1 ..I to to S 1 , 1 g 2 . 9.3 2 14 At 111 A 12 15 `l 1 0 LZ - `,l----------i I 1 I ' X11 ♦ h- T // / 14 1 XI 1 1 4 I -� I I �., / 11' 1.10 i I ♦ ♦! 22 I 21 I I BOOK "I > 7.7 , ► 1 I l 4,411, I 20 t I I+� •• ....I I 19 I 17 I 1 , r`o ,II ,,!I--L X111 I. 7.4 620/ 18 1 1 78 2$ ' I 4 24 27 / I XV \`- ------ .. 19 ( I t 29 10.25 � 20 ,c.7-s+,(2l , + .ti ��,��,r•����'��.i� +';�Um INS -ate- i i' '^ ///l� ///i `•/i !/ DOVE ROAD I GRAPHIC SCALE 100 0 SO 100 ( IN FEET ) 1 inch - 100 ft, F i t / � I I , V.P� E OF T f �S,,i r.*.................... *.y OCIE LEE VEST 80062 IO NA L NA L THE SEAL APPEARING ON THIS DOCumENT WAS AUTHORIZED BY OCIE E VQES�T, PE NoNo. 130062 LEGEND 100-YR FLOOD PLAIN PROPOSED STORM SEWER 10' CURB INLET EXISTING CONTOUR V DRAINAGE AREA NUMBER 3.11 Q1oo .9 AREA IN ACRES COLLECTION POINT --� DRAINAGE AREA FLOW DIRECTION DRAINAGE AREA BOUNDARY PROPOSED HEADWALL MAN o U (n m 03 cn D 0 VE o NORT SITE VICINITY MAP N.T.S. DRAINAGE AREA AREA (acres) 110 (in/hr) 125 (in/hr) 1100 (in/hr) C Q10 (cfs) Q25 (cfs) Q100 (cfs) 1 1.35 6.6 7.8 9.6 0.5 4.45 5.26 6.48 II 0.33 6.6 7.8 9.6 0.5 1.09 1.29 1.58 III 0.51 6.6 7.8 9.6 0.5 1.68 1.99 2.45 IV 2.00 6.6 7.8 9.6 0.5 6.60 7.80 9.60 V 1.77 6.6 7.8 9.6 0.5 5.84 6.90 8.50 VI 4.45 6.6 7.8 9.6 0.5 14.68 17.35 21.36 \41 1.94 6.6 7.8 9.6 0.5 6.40 7.57 9.31 VIII 2.74 6.6 7.8 9.6 0.5 9.04 10.69 13.15 IX 0.44 6.6 7.8 9.6 0.3 1.45 5.65 2.11 X 4.00 6.6 7.8 9.6 0.5 13.20 15.60 19.20 XI 1.62 6.6 7.8 9.6 0.5 5.35 6.32 7.78 XII 0.23 6.6 7.8 9•6 0.5 0.76 0.90 1,10 XIII 0.20 6.6 7.8 9,6 0.5 0.66 0.78 0.96 XIV` 1.56 6.6 7.8 9.6 0.5 5.15 6.08 7.49 XV 4.01 6.6 7.8 9.6 0.5 13.23 15.64 19.25 XVI 1.52 6.6 7.8 9.6 0.5 5.02 5.93 7.30 XVII 0.37 6.6 7.8 9.6 0.5 1.22 1.44 1.78 RATIONAL METHOD: Q,. = CIA PRELIMINARY DRAINAGE AREA MAP FOR KIRKWOOD HOLLOW PHASE III CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS CITY CASE NO. ZA99-055 OWNER: 300 CONVENT CORPORATION NEW ORCHARD RD. ARMONK N.Y. 10504 PHONE (914) 499-4811 PREPARED BY: HUI - Amftsw DC Huitt-Zollars, Inc. Engineering/Architecture 3131 McKinney Ave. Suite 600 Dallas, Texas 75204 Phone (214) 871-3311 Fax (214) 871-0757 DATE: 06/14/99 HZ FILE NO. PRE-DAM.DWG Pro iect Nn 01 - idQi-r)1 k �n« I ,7 Ur 4 �I 115VE 7 OLOCK -!r / i, T I 1 in 25 ct W - - - - - - - - — - - - - - - - 100 30 S, 77 7-' GRAPHIC SCALE 100 0 50 100 IN FEET 1 inch - 100 ft. OF -7\%1 0 Aw ................. '.. OCIE LEE VEST ...................... 80062 0.. 1jQNAL THE SEAL APPEARING UN THIS DOCUMENT WAS AUTHORIZED By DCIE/CEE VEST, PE No 8DO62 im- 6O 9 NORT 0 O DOVE SITE VICINITY MAP N.T.S. LEGEND 2 LOT NUMBER -- PROPOSED STORM SEWER T=r— 10' CURB INLET EXISTING CONTOUR =7 PROPOSED HEADWALL PRELIMINARY STORM SEWER PLAN FOR KIRKWOOD HOLLOW PHASE III CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS CITY CASE NO. ZA99-055 OWNER: 300 CONVENT CORPORATION NEW ORCHARD RD. ARMONK N.Y. 10504 PHONE (914) 499-4811 PREPARED BY: Huitt-Zollars, Inc. Engineering /Architecture 3131 McKinney Ave. Suite 600 Dallas, Texas 75204 Phone (214) 871-3311 Fax (214) 871-0757 6 PF"Q t- I 1999 Project No. 01-2492-01 SHEET 4 OF 4 DATE: 06/14/99 HZ FILE NO. PRE—STM.DWG i 1" ZONING : RPUD - 9 r , I_UD : MEDIUM DENSITY RESIDENTIAL (:-AlJ`� VOL. 13247, PG. 317 i e �1C-`� �tj�l; �� .-� i ��,�/ {' f ► Y �j i --1 . C3 (- f m I` \ I E3 VI u/ - � �-f F `� 4 LUX ZON I N6 . PU D -1 !` Z LtrD : h11X1:D USE �� i r' � (ok rrl �. �,1 VOL. . p (if 00 13247PG;17 - u O _; �j��-.- x GRAPHIC SCALE _ _ _ - -_ -- _ �• _ I� ' ,ram L18 a.,� (l 1MArt- �� - -� --- - �-_ i i i� it Iw L .. C r-C 1 1 .��`v - J +oo o so +oo 572 -Lnr ? L22 -�... __ .J���FY t Ifti APP .�?. C� / l { L3 �0. `D L 20 ' Ri ` �� too 572 ~ `. 6+ / � \ - � / o• ( IN FEET POINT OF r6' I L ,i .�R o / BEGINNING 50' BUFFERY&RDz /� 46 f \ I 14 J 1 5 J ..�.�,,,' low ` I ` / c^ I inch = 100 ft. .\ (TYPE ) 25 `g8O7, > I �. S) L L�2 / 16 D.E. a+ \ 24 90' � �" ) z 1 ) I / / \. �- -OATS � t 1 ;1 0 \ � - y���` -- r �2.6 7 I. y 68' w1l ` I N M ---� AIA j�\. �t5' " " I �9� ,., r / 0 ! I^ I 3276 B Gird i 9 ---EQ N tt \ 1 1o? L29 �\ / CI7� SO IHLF`�rE 1 O 9 et / 106 °' IN I o 8 \ ?7' �,,,w..,.,r ..... �:. L 30 � l "t *.N VOA':. 13679, '<r / I c► II 14,05'- - 12 \ 0 > `Z� ! / \ /� me G Z x, / k 6' SIDEWALK 2 I 3 4 ,� I 5 am 6 ;� 7 Y O 9 o N I N O. 35' B/� �.g3' S�l.B7' ' 9S �f ` GJ � / Y - • �, '. �ETAL FENCE W/`'� 15' D.E. 1-15' D.E. j N L49 - 3 �j°t� 1 w• \ �o I' . "`�. o ~ DENT N 0 NTY STONE COLUMNS - - --- 1 62.67' - 1 12.40_ - - _ _ �-- •- _ \S< \ �.• / ! EX. OF o ` - - - - - a / / l 9.28' - \ O J 13 ,"( / �. \ STATION TA ANT C TY 1r 35' B/L 9.02' - - - - - 35 B/L / 103.77 %91! /� 5' / \ t39a4L-- �63�31-t8 A --9T8a'�T; Q�►e 1 �/ ,L17 I - - ► .ate- - 272-4 7-� / k� T SITE i ss s.ss'/ / , 35 B/L N \ c! �� (' l KIRKWO g�J y% o F 2 C17 L43 C16L44 _ C1STSB �`� o 2 ,,�.`00' 66.6742.89' 15.g7j '0E`tip14 10' U.E. Cb5' 8/L L 25.49.96' 38'I 43.51 -_ I BLOCK "1" _ _ _ _ I I -�\\8os?�`ooN 's/�J I I 15' U E ''1 "? 1.30' 9 ��" " 1 g I O 30 j \�'28 I 24 / � \ BLOCK 2 F ` �3, o cohe"a / 1r�" / (�� 27 I gal 25 Fd,l , N / c!\ / {S. I it I 220.63 U �O I., ,� I 1 1aI `s e ss ' \ 5 a`° / O I / / I 15 O.E. 23 u 9sr\ N O o �\ v� 15' D.E. U N /� ls. ° \ I I I / 56' o Q 15' D.E. v / �, 0 \ �o / V) ^0 6 80' 1 p I I, 1, F , , 15 ` f DOVE o ti �.�9iT �r3326' I fn 34.59'I 101.45' L 87.93' Q 22 C6 , r - W / �s \ 4 `- /� - UM'f ED STATES OF AMERICA ORTH Gr! 7 i �� CS \ / \ os �" �� �6? / ARMY CORPS OF FNGINEERS O I. )I o r 23.09'Ilk TO- /C U > ._ \R*' / 2t \ 's .�� <" j / 1 �"'m 101 / p VOL. 2297, PG. 24 6 �!F. ) \\ \ \ �F, / OF Q`' �r 0.0'D.E' (, , I� % \ , s' �'b 254.76' 0, o ° _ o 1 r 20 t-j�-- --- _ _ `-; T \: �\\ off,• / - \ ` 8 8 \ ' / PARK CITIES LION CLUB _✓-Tr�`' Al i ZONING: AG ,)� L UI) : I.OW DF_'NSI'PY' RLiS10ENTIAL BLOCK "1"\ 17 £. °6 VOL. 3218, PG. 553 jNlJ1'NT CORP. 7-(3N1�;�.RPUD - 9 \� �\ \ // 19 DE•� N !o. / Y =� Q LUD': MLDIUM•)Et'AISITY RFSIDENTI CAE31Nf"`T,"k, SI,VE 4537 ` � t / J `%, 0\ V i%f " _ 1. z - - 1 / 1 f 1 •_^ y . 1 U co I u.E. � 50' RIGHT-0 10.5' 1 29' SECTION "A" RESIDENTIAL STREET N.T.S. NOTES; 1. EXISTING ZONING: SOLANA RESIDENTIAL P.U.D. 2. DEVELOPMENT REGULATIONS FOR THIS TRACT ARE AS SPECIFIED IN THE SOLANA RESIDENTIAL P.U.D. FOR PRODUCT TYPE "A". 3. ALL STREETS ARE TO BE DEDICATED TO AND MAINTAINED BY THE CITY OF SOUTHLAKE. 4. ALL EXISTING STRUCTURES TO BE REMOVED. 5. ALL AREAS ARE APPROXIMATE. EXIST. PROF. NUMBER OF GROSS NET GROSS NUMBER OF COMMON PERCENT PHASE ZONING ZONING LAND USE RESIDENTIAL ACREAGE ACREAGE RESIDENTIAL COMMON AREA OPEN LOTS DENSITY AREAS ACREAGE SPACE (D.U,/ACRE) MEDIUM 11 RPUD RPUD DENSITY 33 30.68 30.43 1.08 2 4.98 16.37 RES. MEDIUM II, I, III RPUD RPUD DENSITY 151 115.11 106.11 1.31 10 11.23 10.59 RES. N ! MICILALL & DOROTHY CALLI GOWNG : SP-2 480-91 LUD : LOW DENSITY RESIDENTIAL N'OL. 11574, PG. 1159 "APPROVED CONCEPT PLAN AME:RICA AQUATICS INC." FENCE W/ INE COLUMNS AREA SUMMARY RESIDENTIAL LOTS AND 82.94% 25.45 ACRES RESIDENTIAL RIGHT-OF-WAY COMMON OPEN SPACE 0.34% 0.10 ACRES PARK DEDICATION 15.90% 4.88 ACRES NET ACREAGE 99.18% 30.43 ACRES MAJOR STREET RIGHT-OF-WAY 0.82% 0.25 ACRES GROSS ACREAGE 100% 30.68 ACRES CUMULATIVE OPEN SPACE I, II, III 10.59% 11.23 ACRES ANTICIPATED SCHEDULE OF DEVELOPMENT BEGIN CONSTRUCTION END CONSTRUCTION AUGUST 1999 JANUARY 2000 VICINITY MAP N.T.S. LEGEND U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT B/L BUILDING LINE PROPOSED RECREATION, OPEN SPACE DEDICATIONTO THE CITY OF • COMMON OPEN SPACE AREAS TO 0-0-0- 0 0 0 0 °o°o°o°o°o° PROPOSED RIGHT-OF-WAY DEDICATION O O O O O O 100 YEAR FLOODWAY & DRAINAGE EASEMENT 572 LIMIT OF THE LAKE GRAPEVINE FLOWAGE EASEMENT PRELIMINARY PLAT KIRKWOOD HOLLOW PHASE II BEING 30.68 ACRES (33 RESIDENTIAL LOTS, 1 COMMON AREA & 1 PUBLIC PARK LOT) OUT OF THE J.B. MARTIN SURVEY, ABSTRACT 1134, THE R.D. PRICE SURVEY, ABSTRACT 1207, THE U.P. MARTIN SURVEY, ABSTRACT No. 1015 IN THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS JUNE 29, 1999 CITY CASE NUMBER "ZA 99-054" OWNER: ENGINEER: 300 CONVENT CORPORATION NEW ORCHARD RD. ARMONK N.Y. 10504 PHONE (914) 499-4811 DATE: 7/1/99 HZ FILE NO. PERLMPLAT. HUIrr-�iARs Huitt-Zollars, Inc. Engineering/Architecture 3131 McKinney Ave. Suite 600 Dallas. Texas 75204 Phone (214) 871-3311 Fax (214) 871-0757 4� - ? t 19 9 REC Project No. 01-2492-01 SHEET ,,.L-.OF „L. 2 STATE OF TEXAS COUNTY OF TARRANT WHEREAS, 300 CONVENT CORPORATION, acting by and through the undersigned, its duly authorized agent, is the ;ole owner of a tract of land situated in the U.P, Martin k James B. Martin Survey, Abstract 1015, 1134, 1207, County of TARRANT, according to the deed recorded in Volume 13247, Page 317, Deed Records, TARRANT County, Texas, and more particularly described as follows: BEING a tract of land situated in the J. B. Martin Survey, Abstract No.1134, the R. D. Price Survey, Abstract No. 1207, and U. P, Martin Survey, Abstract No. 1015, and being a portion of a tract of land as described in the Correction Special Warranty Deed to International Business Machines Corporation as recorded in Volume 13247, Page 317 of the deed records of Tarrant County, Texas, and also bein5 a portion of a tract of land as described in Special Warranty Deed to 300 Convent Street Corp. as recorded in Volume 12782, Page 110 of the Deed Records of Tarront County sold tract being more particularly described by metes and bounds as follows: COMMENCING ct a 5/8 inch iron rod found with "Huitt-Zoliars" cap at the intersection of the north right-of-way line of Dove Road (a variable width right-of-way) with the westerly right-of-way line of Kirkwood Boulevard (a variable width right-of-woy), being a port of Kirkwood Hollow Phase I, a addition to thio City of Southloke, Tarront County, Texas, from which a Texas Deportment of Transportation concrete monument found at the most southeasterly corner of a corner clip at the intersection of the northerly right-of-way line of Dove Road with the easterly right-of-way line of State Highway 114(voriable width right-of-way) bears North 89 degrees 39 minutes 47 seconds West, a distance of 998.53 feet; THENCE along the westerly right-of-way line of Kirkwood Boulevard as follows: North 00 degr aes 25 minutes 42 seconds East, a distance of 243.06 feet to a 5/8 inch iron rod found with "Hi itt-Zollors" cap at the beginning of a curve to the left; Along said curve to the left with a central angle of 33 degrees 59 minutes 40 seconds, a radius of 1,778.00 feet, on arc distance of 1,054.92 feet and a long chord that bears North 16 degrees 34 minutes 08 seconds West, a distance of 1,039.51 feet to a 5/8 inch iron rod found with "Huitt-Zollars' cap; North 33 degr aes 33 minutes 58 seconds West, a distance of 481.33 feet to a 5/8 inch iron rod found with "HL itt-Zollors" cap at the beginning of a curve to the right; Along said curve to the right with a central angle of 08 degrees 16 minutes 06 seconds, a radius of 2,101.00 feet, an arc distance of 303.20 feet and a long chord that bears North 29 degrees 25 minutes 55 seconds West, a distance of 302.93 feet to a 5/8 inch iron rod found with "Huitt-Zollars" cap; North 25 degraes 17 minutes 52 seconds West, a distance of 200.00 feet to a 5/8 inch iron rod found with "Hi itt-Zollars" cop at the beginning of a curve to the left; Along said curve to the left with a central angle of 08 degrees 18 minutes 07 seconds, a radius of 1,424.00 feet, an arc distance of 206.33 feet and a long chord that bears North 29 degrees 25 minutes 55 seconds West, a distance of 206.15 feet to a 5/8 inch iron rod found with "Huitt-Zollors" cap; THENCE departing the westerly right-of-way line of Kirkwood Boulevard and continuing along a northerly line (if said Kirkwood Hollow Phase 1, North 56 degrees 24 minutes 01 seconds East, a distance of 98.00 feet to a 5/8 inch iron rod found with "Huitt-Zollors" cap at the POINT OF BEGINNING, and being the beginning of a non -tangent curve to the left; THENCE, in a liorthwesterly direction and along said curve to the left an arc distance of 79.68 feet through a cen .rol angle of 02 degrees 59 minutes 13 seconds, having a radius of 1,528.57 feet and long chord that bears North 35 degrees 06 minutes 11 seconds West, a distance of 79.67 feet; THENCE, North 53 degrees 24 minutes 02 seconds East, a distance of 50.00 feet to the beginning of a non -tangent curve to the left; THENCE, in a iorthwesterly direction and along said curve to the left an arc distance of 118.66 feet, through -) central angle of 04 degrees 19 minutes 29 seconds, having a radius of 1,572.00 feet and a long chord that bears North 38 degrees 45 minutes 42 seconds West, a distance of 118.63 feet to a point on the southerly bank of a creek; THENCE, generally along the easterly and southerly bank of the creek the following courses and distances; North 21 degn:es 49 minutes 50 seconds West for a distance of 51.02 feet; North 17 degro:es 04 minutes 45 seconds West for a distance of 85.86 feet; North 43 degraes 10 minutes 57 seconds East for a distance of 48.11 feet; North 30 degr.-es 18 minutes 36 seconds West for o distance of 27.12 feet; North 32 degraes 05 minutes 51 seconds East for a distance of 60.69 feet; North 22 degr.-es 16 minutes 43 seconds West for a distance of 12.87 feet; South 70 degrees 42 minutes 42 seconds West for a distance of 47.08 feet; North 08 degraes 36 minutes 22 seconds West for a distance of 198.28 feet; North 61 degn:es 25 minutes 48 seconds East for a distance of 99.80 feet; North 19 degrees 22 minutes 15 seconds East for a distance of 40.53 feet; North 18 degrees 26 minutes 43 seconds West for a distance of 87.49 feet; North 73 degraes 59 minutes 03 seconds West for a distance of 36.34 feet; South 15 degraes 36 minutes 10 seconds West for o distance of 58.44 feet; North 83 degrees 49 minutes 21 seconds West for a distance of 36.19 feet; North 32 degraes 52 minutes 05 seconds West for a distance of 91.58 feet; North 41 degri:es 44 minutes 24 seconds East for a distance of 43.62 feet; North 05 degraes 31 minutes 46 seconds East for o distance of 196.76 feet; North 85 degraes 28 minutes 32 seconds East for a distance of 48.87 feet; North 08 degraes 05 minutes 54 seconds East for a distance of 38.62 feet; North 63 degraes 16 minutes 32 seconds West for a distance of 53.47 feet; North 05 degraes 31 minutes 46 seconds East for a distance of 52.64 feet; North 45 degraes 59 minutes 11 seconds East for a distance of 74.72 feet; North 03 degraes 24 minutes 13 seconds East for a distance of 168.53 feet; North 16 degn:es 11 minutes 08 seconds East for a distance of 148.69 feet; North 29 degraes 21 minutes 54 seconds East for a distance of 106.36 feet; North 42 degraes 41 minutes 23 seconds East for a distance of 92.21 feet; North 46 degraes 28 minutes 21 seconds West for a distance of 81.99 feet; THENCE departing the easterly bank of the creek, North 02 degrees 25 minutes 42 seconds West, a distance of 163.37 feet to a 5/8 Inch iron rod found with "Huitt-Zollors" cap; THENCE North 06 degrees 07 minutes 22 seconds East, a distance of 263.21 feet to a 5/8 inch Iron rod found with "Huitt-Zollors" cop at the southwest corner of a tract of land as described in Special Warranty Deed to the City of Southloke as executed on April 28, 1998, THENCE along the southerly line of said City of Southloke tract, North 89 degrees 56 minutes 04 seconds East, a distance of 154.98 feet to a point on the westerly right-of-way line of N. White Chapel Blvd.; THENCE along the westerly right-of-way line of N. White Chapel Blvd. the following: South 26 degrees 56 minutes 00 seconds East, a distance of 53.94 feet to a 5/8 inch iron rod with a yellow cop stomped "Carter do Burgess" found; South 38 degrees 46 minutes 03 seconds East, a distance of 192.24 feet to a railroad tie fence corner found; South 41 degrees 21 minutes 36 seconds East, a distance of 321.22 feet to a 5/8 inch iron rod found, at the beginning of a non -tangent curve to the right; Along said curve to the right an arc distance of 381.77 feet, through a central angle of 10 degrees 49 minutes 51 seconds, having a radius of 2,019.60 feet and a long chord of South 39 degrees 59 minutes 04 seconds East, a distance of 381,20 feet to a 1/2 inch iron rod found; South 34 degrees 36 minutes 31 seconds East, a distance of 146.56 feet to a 5/8 inch iron rod found at the platted northeasterly corner of said Kirkwood Hollow Phase 1; THENCE departing the westerly right-of-woy line of N. White Chapel Blvd. and along the northerly plotted line of said Kirkwood Hollow Phase I as follows: South 55 degrees 16 minutes 40 seconds West, a distance of 42.75 feet to a 5/8 Inch iron rod found with "Huitt-Zollors" cap; South 34 degrees 38 minutes 08 seconds East, a distance of 325.24 feet to a 5/8 inch iron rod found with "Huitt-Zollors" cop; South 81 degrees 03 minutes 36 seconds West, a distance of 260.77 feet to a 5/8 inch iron rod found with "Huitt-Zollors" cop at the beginning of a non -tangent curve to the left; Along said curve to the left an arc distance of 311.04 feet, through a central angle of 39 degrees 32 minutes 06 seconds, having a radius of 450.77 feet and a long chord of South 57 degrees 49 minutes 58 seconds West, a distance of 304.90 feet to a 5/8 inch Iron rod found with "Huitt-Zollars" cop at the beginning of a non -tangent curve to the left; Along said curve to the left an arc distance of 302.93 feet, through a central angle of 38 degrees 05 minutes 34 seconds, having a radius of 455.64 feet and a long chord of South 18 degrees 48 minutes 19 seconds West, a distance of 297,38 feet to a 5/8 inch iron rod found with "Huitt-Zollars" cop at the beginning of a non -tangent curve to the right; Along said curve to the right an arc distance of 407.54 feet, through a central angle of 25 degrees 49 minutes 01 seconds, having a radius of 904.46 feet and a long chord of South 03 degrees 59 minutes 40 seconds West, a distance of 404.10 feet to a 5/8 inch iron rod found with "Huitt-Zollars" cop; South 23 degrees 42 minutes 12 seconds West, a distance of 133.50 feet to a 5/8 inch iron rod found with "Huitt-Zollars" cop at the beginning of a non -tangent curve to the left; Along said curve to the left an arc distance of 86.92 feet, through a central angle of 9 degrees 35 minutes 45 seconds, having a radius of 519.00 feet and a long chord of North 74 degrees 37 minutes 00 seconds West, a distance of 86.82 feet to a 5/8 inch iron rod found with "Huitt-Zollars" cop at the beginning of a non -tangent curve to the left; Along said curve to the left on arc distance of 42.81 feet, through a central angle of 4 degrees 35 minutes 29 seconds, having a radius of 534.25 feet and a long chord of North 81 degrees 42 minutes 37 seconds West, a distance of 42.80 feet to a 5/8 inch iron rod found with "Huitt-Zollars" cop and being the point of a compound curve to the left; Along said curve to the left on arc distance of 50.08 feet, through a central angle of 10 degrees 52 minutes 37 seconds, having a radius of 263.78 feet and a long chord of North 89 degrees 26 minutes 40 seconds West, a distance of 50.00 feet to a 5/8 inch iron rod found with "Huitt-Zollars" cop and being the point of a compound curve to the left; Along sold curve to the left on arc distance of 117.13 feet, through a central angle of 26 degrees 50 minutes 40 seconds, having a radius of 250.00 feet and a long chord of South 71 degrees 41 minutes 41 seconds West, a distance of 116.06 feet to a 5/8 inch iron rod found with "Huitt-Zollors" cap; South 58 degrees 16 minutes 21 seconds West, a distance of 27.45 feet to a 5/8 inch iron rod found with "Huitt-Zollars" cap; North 77 degrees 39 minutes 49 seconds West, a distance of 13.91 feet to the POINT OF BEGINNING and CONTAINING 30.68 acres of land, more or less. LINE TABLE LINE LENGTH BEARING L1 50.00 N53'24'02"E L2 51.02 N21'49'50"W L3 85.86 N17'04'45"W L4 48.11 N43'10'57"E L5 27.12 N30*18'360W L6 60.69 N32'05'51 "E L7 12.87 N22'16'43"W L8 47,08 S70'42'42"W L9 198.28 N08'36'22"W L10 99.80 N61 *25'48"E L11 40.53 N 19'22' 15"E L12 87.49 N18'26'43"W L13 36.34 N73'59'03"W L14 58.44 S15'36'10"W L15 36.19 N83'49'21 "W L16 91.58 N32'52'05"W L17 43.62 N41'44'24"E L18 196.76 N05'31'46"E L19 48.87 N85'28'32"E L20 38.62 N08'05'54"E L21 53.47 N63'16'32"W L22 52.64 N05'31'46"E L23 74.72 N45*59'11 "E L24 168.53 NO3'24'13"E L25 148.69 N16*11'08"E L26 106.36 N29'21'54"E L27 92.21 N42'41'23"E L28 81.99 N46*28'21 "W L29 160.37 NO2'25'42"W L30 263.21 N06'07'22"E L31 154.98 N89'56'04"E L32 53.94 S26'56'00"E L33 192.24 S38'46'03"E L34 321.22 S41'21'36"E L35 146.56 S34'36'31 "E L36 42.75 S55'16'40"W L37 325.24 S34'38'08"E L38 260.77 S81'03'36"W L39 133.50 S23'42'12"W L40 27.45 S58*16'21 "W L41 13.91 N77'39'49"W L42 237.53 S00'33'20'W L43 52.85 N07'02'51'E L44 75.07 S07"17'30'E L45 22.34 S65'06'04'E L46 124.17 N55'44'58'E L47 55.63 S61*01'28'E L48 68.05 S24.53'56'W L49 163.06 N08'29'24'W CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING CHORD LENGTH DELTA C1 79.68' 1528.57' 39.85' N35'06'11"W 79.67' 02*59'13" C2 118.66' 1572.00' 59,36' N38'45'42"W 118.63' 04*19'294 C3 381.77' 2019.60' 191.46' S39'59'04"E 381.20' 10*49'51" C4 311.04' 450.77' 162.00' S57'49'58"W 304.90' 39*32'06" C5 302.93' 455.64' 157.30' S18'48'19"W 297.38' 38'05'34" C6 407, 54' 904.46' 207. 29' S03'59'40"W 404,10' 25*49,01 " C7 86,92' 519,00 43.56' N74'37'00"W 86.82' 9'35'45" C8 42.82' 534.25 21.42' N81'42'37"W 42.80' 4'3529" C9 50.08' 263.78' 25.11' N89'26'40"W 50.00' 10*52'37" C10 117.13' 250.00' 59.66' S71'41'41 "W 116.06' 26'50'40" C11 533.93' 240.00' 486.30' S55'14'34"W 430,43' 127'27'56" C12 1 182.79' 185,00' 99.64' S36'47'44"E 175,44' 56'36'40" C13 305.71' 150.00' 243.70' NO2'38'15"W 255.48' 116*46A26a C14 231.53' 430.00' 118.65' S40'19'27"W 228.74' 30'51'02" C15 264.06' 470.00' 135.62' S08'48'13"W 260.60' 32*11'26" C16 137.65' S50.00' 69.18' N00'07'19"W 137,29' 14'20'21" C17 28.33' 1 250.00' 14,18' 1 S03'48'06"W 1 28.31' 06'29'31" PRELIMINARY PLAT KIRKWOOD HOLLOW PHASE II BEING 30.68 ACRES (33 RESIDENTIAL LOTS, 1 COMMON AREA & 1 PUBLIC PARK LOT) OUT OF THE J.B. MARTIN SURVEY, ABSTRACT 1134, THE R.D. PRICE SURVEY, ABSTRACT 1207, THE U.P. MARTIN SURVEY, ABSTRACT No. 1015 IN THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS JUNE 29, 1999 CITY CASE NUMBER "ZA 99-054" OWNER: 300 CONVENT CORPORATION NEW ORCHARD RD. ARMONK N.Y. 10504 PHONE (914) 499-4811 DATE: 7/1/99 HZ FILE NO. PERLMPLAT2.DWG ENGINEER: HUITT-AALLARS Huitt-Zollars Inc. Engineering/Architecture 3131 McKinney Ave. Suite 600 Dahas, Texas 75204 Phone (214) 871-33tl Fax (214) 871-0757 RECD U' _' _ 0 t, 1999 Project No. 01-2492-01 SHEET 2 OF 2 IBM ZONING: RPUD - 9 " LUD : MEDIUM DENSITY RESIDENTIAL I 1,Vl j j I VOL. 13247, PG. 317jjIBNI I'11D - I 1 � � ' ' _ ' - / _(572; '_._. �. _ - - _ =._ ZONING: - - - -- `-- ). , r, �� / LUD - MIXED USE O� VOL. 13247, PG. 317 pop I \ OF Ti r _ v APPROX. LJwMiS �\ \ � L20ab s72 .......... POINT OF �3 t / BEGINNING r / \ ` L14 / 5 , ♦`� L24 *5TO'�ARD ��/ 5 I - _ 2 / PlJ►� \ T , I S� 1 L�2 J / -- I x < �<FtoBLOCK='1� -70 - - 11�,/9 23,343 SF 23,828 SF L29 / CITI OF SO 1THLAKE 8 27.336 SF 120' - - , \ , " : "!.: t.: • L30VOL.. 13679, G. 131 39,192 SF - - _ 15' 1 \ ::.::: .:: - 2 3 4 1 5 6 7 - - 27,188 SF�'0.8 SF I SF 7 SF 5' B/L - - 30 957 SF 31,843 25,266 SF 2 ,052 p 3'29 387 SF 27,020 SF � i • ::.• : �:. • WALKI_NCE W 15' D.E.j /5�D :.0 STONE COLUMNS \ J :.••:.•;�.:••. _ _ .��••,, - - 1 ��:. \.. 1 .�:...:. STATION 1 ✓ t t 1 14' 9 \ O 42,619 Sf .f • •..•• .�.. ,:�.. L _ __ 0 _ -�- - / r i.. v.. I - -_-L 1 12 - i I 1 35' B L.. / _ .JY► r / N I �o - C� ` n�• I - - V OD fC •::. •. .:fir• �:.;:: '. .• / a 3 :•\ 29,990 SF 2� - 3 � .29,005 SF ` .�� •.... r' 1 / / 0 Cb 35' B/L l W. � A \ 38 686 SF -12 OD BLOCK i 15 u,E. x... :�,... 28 I 4 / p \ 2 \ BLOCK 2 �.. 1' 25 1 .F 2 7 � 2 I 4 83 SF I I 2 9 2 7 989 SF I ....................:............:.:....... .................................................. 26 296 SF SF 26 21 i SF >; 3 24,823 / I � 1 \ e / �9• J. I 1 / 23 / \� \ \ 25,729 SF / 29,925 SF I / :::'::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.:. , 0 49 / I L- I 16 D.E• / 27,680 SF / \ I 15' D.E. 15' I),E. u; N :...........::::: ry^0 3 I r' 29,758 SF :::; ::::; / 756 SF --- - '� 29' //::/:::::::::::::::::::'::'::::::::::::::::::" UNITED S CA I•ES OF AMERICA 28,903 SF� 6 / .: ✓::: ` ARMY CORPS OF ENGINEERS �\ 21 �` �� 1p. ?.. VOL. 2297, PG. 24 •��� \� �` 3 i� (3 24544 SF I I a i ' \ \ . • 'f O Q1 i 1 � ^ � � � ! � - / ^� of ::�1a•:: .'• .� :•........:..:...: r::.::•rir:� :�:•:ii•:•::: ' �. % CAD I ' �J %,1 r� \ /3, / / \ \ \ , ,wry / :.:.. I __ NU :vi ); ;�.. I ! �'� rr ?�J ti`'\ / / 2 SFc::. o f 1 I ti it.o \ 29,281 SF PARK CITIES LION CLUB1s `\\ \ �• / �o - - `\ ZONING; AG r 1 w f / 0 102' " "\ 17 6•Q� .:;.: ✓ �l i I LUD: LOW DENSITY RESIDENTIAL \ Q \ F BLOCK 1 27,968 SF : ;:: ::: / VOL. 3219, PG. 553 \ 3UlI, ONvENT CORP. ;::.......... I zpNIh 6 `RPUD - y ` �, \� �\ ��\ \ / / 19 6, p E• 'o• // �, 1 `. 64 874 SF 1 \ :: '3 Q ,Uu : MEDIUM P NSITY RESIDE..NTIa� \ \ G : C:.; ;:.;:.: : CABINET \ A, SI,IpF 4537 \ 18 • 38 SF / 40.9 .` ..:�now 101. f:-: � :• ' _ •� , GRAPHIC SCALE 'CD / Too o ao Too MICHAEL & DOROTI-IY CALLI / ZONING: SP-2 480-91 U.E. j Li ID: LOW DENSITY RESIDENTIAL VOL. 1 ] 574, PG. 1 l 59 IN FEET ) 1 inch 100 ft. "APPRO) 'ED CONcEPT PLAN AMERICA AQUATICS INC." i 1 FENCE W/Lk 1 E COLUMNS SECTION "A" RESIDENTIAL STREET N.T.S. AREA SUMMARY RESIDENTIAL LOTS AND 82.94% 25.45 ACRES RESIDENTIAL RIGHT-OF-WAY COMMON OPEN SPACE 0.34% 0.10 ACRES PARK DEDICATION 15.90% 4.88 ACRES NET ACREAGE 99.18% 30.43 ACRES MAJOR STREET RIGHT-OF-WAY 0.82% 0.25 ACRES GROSS ACREAGE 100% 30.68 ACRES CUMULATIVE OPEN SPACE I, II, III 10.59% 11.23 ACRES SITE DATA GROSS ACREAGE 30.68 ACRES 33 SINGLE FAMILY LOTS 22.66 ACRES COMMON OPEN SPACE 0.10 ACRES MINIMUM LOT SIZE 23,343 S.F. AVERAGE LOT SIZE 29,913 S.F. DENSITY PHASE II (DWELLING UNITS/ACRE) 1.08 DENSITY PHASE I, II, III (DWELLING UNITS/ACRE) 1.30 ANTICIPATED SCHEDULE OF DEVELOPMENT BEGIN CONSTRUCTION END CONSTRUCTION AUGUST 1999 JANUARY 2000 LEGEND U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT B/L BUILDING LINE PROPOSED PARK, RECREATION, AND OPEN SPACE DEDICATION TO THE CITY OF SOUTHLAKE ---� COMMON OPEN SPACE AREAS TO BE MAINTAINED BY H.O.A. o00000000000 PROPOSED RIGHT-OF-WAY DEDICATION O 0 0 0 100 YEAR FLOODWAY & DRAINAGE EASEMENT EXIST, PROP. NUMBER OF GROSS NET GROSS NUMBER OF COMMON PERCENT PHASE ZONING ZONING LAND USE RESIDENTIAL ACREAGE ACREAGE RESIDENTIAL COMMON AREA OPEN LOTS DENSITY AREAS ACREAGE SPACE (D.U./ACRE) MEDIUM II RPUD RPUD DENSITY 33 30.68 30.43 1.08 2 4.98 16.37 RES. /'��?•�E OF i.*.:.................:*.! OCIE LEE VEST a 80062 :� IHL SEAL APPEARING UN THIS DOCUMENT VAS AUTHORIZED BY OCIE LEE VEST, PE No. 80062 VICINITY MAP N.T.S. CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING CHORD LENGTH DELTA C1 79.68' 1528.57' 39.85' N35'06'11"W 79.67' 02*59'13" C2 118.66' 1572.00' 59.36' N38'45'42"W 118.63' 04*19'29" C3 381.77' 2019.60' 191.46' S39'59'04"E 381.20' 10*49'51" C4 311.04' 450.77' 162.00' S57'49'58"W 304.90' 39'32'06" C5 302.93' 455.64' 157.30' S18'48'19"W 297.38' 38'05'34" C6 407.54' 904,46' 207.29' S03'59'40"W 404.10' 25'49'01" C7 86.92' 519.00 43.56' N74'37'00"W 86,82' 9'35'45" C8 42.82' 534.25 21.42' N81'42'37"W 42.80' 4'35'29" C9 50.08' 263.78' 25.11' N89'26'40"W 50.00' 10*52*37" C10 1 117.13' 250.00' 59.66' S71'41'41"W 116.06' 26'50'40" LINE TABLE LINE LENGTH BEARING L1 50.00 N53'24'02"E L2 51.02 N21'49'50"W L3 85.86 N17'04'45"W L4 48.11 N43'10'57"E L5 27.12 N30'18'36"W L6 60.69 N32'05'51 "E L7 12.87 N22'16'43"W L8 47.08 S70'42'42"W L9 198.28 N08'36'22"W L10 99.80 N61'25'48"E 1-11 40.53 N19'22'15"E L12 87.49 N18'26'43"W L13 36.34 N73'59'03"W L14 58.44 S15'36'10"W L15 36.19 N83'49'21 "W L16 91.58 N32'52'05"W L17 43.62 N41'44'24"E L18 196.76 N05'31'46"E L19 48.87 N85'28'32"E L20 38.62 N08'05'54"E L 1 2 53.47 N63'16 3 2W L22 52.64 N05'31'46"E L23 74.72 N45'59'11 "E L24 168.53 NO3'24'13"E L25 148.69 N16*11'08"E L26 106.36 6 36 N29'21 54 E L27 92.21 N42'41'23"E L28 81.99 N46'28'21"W L29 160.37 03 N 02 254 2 W L30 263.21 N06'07'22"E L31 154.98 N89'56'04"E L32 53.94 S26'56'00"E L33 192.24 S38'46'03"E L34 321.22 S41'21'36"E L35 146.56 S34'36'31 "E L36 42.75 S55'16'40"W L37 325.24 S34'38'08"E L38 260.77 S81'03'36"W L39 133.50 S23'42'12"W L40 27.45 S58'16'21 "W L41 13.91 1077'39'49"W SUMMARY CHART - BUFFE RYA RDS BUFFERYARD CANOPY ACCENT FENCE / SCREENING LOCATION LENGTH TYPE -WIDTH TREES TREES SHRUBS HEIGHT & MATERIAL WEST REQUIRED 80' B - 10' 2 2 6 NONE PROVIDED- 80' B - 50' 2 2 6 6' METAL FENCE W/ STONE FACED COLUMNS A. REQUIRED PLANT MATERIAL HAS BEEN REDUCED BY 20% AS ALLOWED FOR INCREASED BUFFERYARD WIDTH. B. THE APPLICANT HAS PROPOSED AN APPROXIMATELY 50' WIDE AREA OF COMMON OPEN SPACE AREA WITH BUFFERYARD PLANTINGS IN LIEU OF THE REQUIRED BUFFERYARD. OTHER COMMENTS; 1. PLEASE NOTE ANY CREDITS FOR A REDUCTION IN REQUIRED PLANTINGS OR REQUESTED VARIANCES, NOTES: 1. EXISTING ZONING: SOLANA RESIDENTIAL P.U.D. 2. DEVELOPMENT REGULATIONS FOR THIS TRACT ARE AS SPECIFIED IN THE SOLANA RESIDENTIAL P,U.D. FOR PRODUCT TYPE "A". 3. ALL STREETS ARE TO BE DEDICATED TO AND MAINTAINED BY THE CITY OF SOUTHLAKE. 4. ALL EXISTING STRUCTURES TO BE REMOVED. 5. ALL AREAS ARE APPROXIMATE. 6. OF THE 4.88 ACRES OF PARKLAND TO BE DEDICATED IN PHASE II OF KIRKWOOD HOLLOW, 1.76 ACRES WILL BE ALLOCATED TO PHASE III. DEVELOPMENT PLAN FOR KIRKWOOD HOLLOW PHASE II CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS CITY CASE NO. ZA99-053 OWNER: 300 CONVENT CORPORATION NEW ORCHARD RD. ARMONK N.Y. 10504 PHONE (914) 499-4811 PREPARED BY: Huitt-Zollars, Inc. Engineering/Architecture 3131 McKinney Ave. Suite 600 Dallas. Texas 75204 Phone (214) 871-3311 Fax (214))887711--0757 Project No. 01-2492-01 SHEET 1 OF 4 DATE: 7/1 /99 HZ FILE NO. DEV-PLAN.DWG 1999 0 '*\. Owe Quo �-- A \ 572 dolm ONO AV i V�/ \,29 / / �A/ 1 2 3 4 5 6 7 - - - — - f35' B/L I -35' B�L -- - f♦- - - ---- -_ - -- `- - — - `` `�as- 1 ITS op 100 44 10 Cie EX. SANITARY SEINER _--- - - � ♦ � uSTAnoN 12 - - _--- \\ 13 1 14 �►,.� �\/ 28 BLOCK 'I1g' U.E. 24 \ \ \ 11211 1 �•.� % / 27 26 25 I 1 BLOCK I 11 / \ \, 23u \ \ 5 3 \ �� 15 22 - 21 40 16 20 1"Oe GRAPHIC SCALE 100 0 50 100 ( IN FEET ) 1 inch = 100 ft. VICINITY MAP N.T.S. / ti = LEGEND / 4 O � BLOCK "1" 17 / / / // •�1 " / Q FH EXISTING FIRE HYDRANT 8SS PROPOSED SANITARY SEWER Iq SSMH EXISTING SANITARY SEWER MANHOLE O C. PROPOSED SANITARY SEWER CLEAN OUT 18 / / .11 ! / O STMH EXISTING STORM SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE op 40do " 8W EXISTING WATERLINE 8W PROPOSED WATER MAIN \\ 1 / j 4 _ �1 / / / / Q% EXISTING WATER VALVE PROPOSED FIRE HYDRANT rT _ _ wv 8i1 SS EXISTING SANITARY SEWER PROP, WATER VALVE PROP. WATER TEE 1 —'— tih iop PROP. WATER BEND (SEE PLAN FOR ANGLE) / / PROP, WATER METER AND 3/4.1 - T— --- -,•„-_� �;, ��� // �Iti COPPER WATER SERVICE - / PROP, SANITARY SEWER C.O. SERVICE AND CLEAN OUT V`n PROPOSED BOUNDARY / Aw ......... .......... 00IE LEE VEST ff+�,� �F� 0062 4�sS�oNAI �?� THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY OCIE EE VEST, PE No. 80062 2 PROPOSED LOT NUMER PRELIMINARY WATER & SANITARY SEWER PLAN FOR KIRKWOOD HOLLOW PHASE II CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS CITY CASE NO. ZA99-053 OWNER: 300 CONVENT CORPORATION NEW ORCHARD RD. ARMONK N.Y. 10504 PHONE (914) 499-4811 DATE: 7/1 /99 PREPARED BY: HUI -%W Huitt-Zollars.lnc. Engineering/Architecture 3131 McKinney Ave. Suite 600 Dallas, Texas 75204 Phone (214) 871-3311 Fax (214) 871-0757 HZ FILE NO. PRE-W&S.DWG Project No. 01-2492-01 SHEET 2 OF 4 499 _ 8` - _ _ r v- \ham 11 -.,. ,h:� �` 1• �. - �'-,^ /' \ 'i -- - _ O - i �� ►. `yam \-.._/ •' �`'. -!/ - - / _. , i.: _ v � o �.. 572goo Is -I s, o 100572 t \• - /` - - _ \ ."-'"--- BLOCK 11 Or ' cao k ! 9x f 4 _ ,. 1 - t '�� "000. ( 11 ------- x - I 12 quo 7 ds ¢_ 30.62 j -- ~- - - �� is 2 V-cloe sib / - _ r 6.2s- •--�. .,.: - �, � I BLOCK k r / r - JI .21 4.66 3.79 4�- 20 )Qt 'lit 23.21 7/ J" !`C''_�'�=' •�I ,1�11C i T r' rat t�+� 1 r/ q _. ! \ mil'• '�i `�j -,; \ \ \ ` ^` � \ -I J i' !/ / � � / ' \ t - ` �f big t i 0\ DRAINAGE AREA AREA (acres) 110 (in/hr) 125 (n/hr) I100 (in/hr) C Q10 (cfs) Q25 (cfs) Q100 (cfs) 1 4.85 6.6 7.8 9.6 0.5 16.01 18.92 23.28 II 0.46 6.6 7.8 9.6 0.5 1.52 1.79 2.21 III 1.37 6.6 7.8 9.6 0.5 4.52 5.34 6.58 IV 3.19 6.6 7.8 9.6 0.5 10.53 12.44 15.31 V 0.97 6.6 7.8 9.6 0•5 3.20 3.78 4.66 VI 1.81 6.6 7.8 9.6 0.5 5.97 5.97 8.69 Vil 0.79 6.6 7.8 9.6 0.5 2.61 3.08 3.79 VIII 6.38 6.6 7.8 9.6 0.5 21.05 24.88 30.62 IX 0.40 6.6 7.8 9.6 0.3 1.32 1.56 1.92 X 1.31 6.6 1 7.8 9.6 0•5 4.32 5.11 6.29 XI 3.43 6.6 7.8 9.6 0•5 11.32 13.38 16.46 XII 2.20 6.6 7.8 9.6 1 0.3 7.26 1 8.58 10.56 XIII 1.83 6.6 7.8 9.6 1 0.5 6.04 1 7,14 8.78 RATIONAL METHOD: Q., = CIA 0 F TF qs1�+1 f... ,.................. I*. 1 OCIE LEE VEST 80062 �p •:�% C/STEM THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY OCIE LE VEST, PE No, 80062 1 7lz aq Z Y 3 f- mm iiL7:L1:��itc!f11Tii! SITE -' Jx F O DOVE o VICINITY MAP N.T.S. GRAPHIC SCALE 100 0 50 100 ( IN FEET ) 1 inch = 100 f t. LEGEND --------- 100-YR FLOOD PLAIN --- PROPOSED STORM SEWER �'- 10' CURB INLET EXISTING CONTOUR V DRAINAGE AREA NUMBER 3.11 Q10o .9 AREA IN ACRES COLLECTION POINT -- - DRAINAGE AREA FLOW DIRECTION ■■■■■■■■■ DRAINAGE AREA BOUNDARY 0 PROPOSED HEADWALL PRELIMINARY DRAINAGE AREA MAP DATE: 7/1 /99 FOR KIRKWOOD HOLLOW PHASE II CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS CITY CASE NO. ZA99-053 OWNER: 300 CONVENT CORPORATION NEW ORCHARD RD. ARMONK N.Y. 10504 PHONE (914) 499-4811 HZ FILE NO. PRE-DAM.DWG PREPARED BY: Huitt-Zollars.Inc. 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LEGEND 2 LOT NUMBER -- PROPOSED STORM SEWER •—v-- 10' CURB INLET °. EXISTING CONTOUR PROPOSED HEADWALL — — 100-YR FLOOD PLAIN — ' -- — PROPOSED EARTHEN CHANNEL Q PROPOSED WYE INLET PRELIMINARY STORM SEWER PLAN DATE: 7/1 /99 FOR KIRKWOOD HOLLOW PHASE II CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS CITY CASE NO. ZA99-053 OWNER: 300 CONVENT CORPORATION NEW ORCHARD RD. ARMONK N.Y. 10504 PHONE (914) 499-4811 HZ FILE NO, PRE_STM.DWG PREPARED BY: HUI Huitt-Zollars.lnc. Engineering/Architecture 3131 McKinney Ave. Suite 600 Dallas. Texas 75204 Phone (214) 871-3311 Fax (214) 871-0757 Project No. 01-2492-01 SHEET 4 OF 4