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Item 4K PlansK>-- Lia -nip Ct argr c, Lova Hanry Ct O b SITE W 5c.uthIla k.e BI`r VICINITY MAP NOT TO SCALE L Graphic Scale in Feet 0 100' 200' 300' SCALE: 1 " = 100' A B B R E V I A T 1 0 N S P. R. T. C. T. 7 z Q H U o H= p Z DOC. NO. DOCUMENT NUMBER IRF IRON ROD FOUND ;a: POINT OF BEGINNING C.M. T QLdf ILL U d (n1 >- of a �(n 0Z Z N Z 2 5 T O 000 8 n J YM II OJ r) LUD LAND USE DESIGNATION > J _J 0.1466 Graphic Scale in Feet 0 100' 200' 300' SCALE: 1 " = 100' A B B R E V I A T 1 0 N S P. R. T. C. T. PUBLIC RECORDS OF TARRANT COUNTY, TEXAS VOL. VOLUME PG. PAGE CAB. CABINET DOC. NO. DOCUMENT NUMBER IRF IRON ROD FOUND P.O.B. POINT OF BEGINNING C.M. CONTROLLING MONUMENT U.E. UTILITY EASEMENT A.E. ACCESS EASEMENT D.E. DRAINAGE EASEMENT D.&U.E. DRAINAGE & UTILITY EASEMENT B.L. BUILDING LINE R.O.W. RIGHT-OF-WAY CONC CONCRETE OS OPEN SPACE LUD LAND USE DESIGNATION Ouantitative Land Use Schedule Open Space Chart Existing Open Space Block Acres Square Feet OS 1 A 6.6391 289198 OS 2 A 0.5019 21861 OS 3 A 0.6388 27827 OS 4 B 0.4346 18932 OS 5 B 0.2914 12694 OSIS C 2.6653 116102 OS 7 D 0.5159 22474 OS 8 E 0.1466 6384 OS 9 F 0.0097 424 Oslo G 0.0174 758 OS 11 i H 0.0452 1968 Ouantitative Land Use Schedule NOTES: 1. Bearings based on the Texas State Plane Coordinate System, North Central Texas Zone. Distances shown are surface distances. 2. Upon approval of the final plat, the existing improvements on this site shall be removed. 3. Upon completion of the construction of all infrastructure improvements, all new corners shall be marked with 1/2" iron rods with plastic caps stamped "SPRY" are set. 4. The owners of all corner lots shall maintain sight triangles in accordance with City Subdivision Ordinance. 5. Selling a portion of any lot within this addition by metes and bounds is a violation of State law and City Ordinance and is subject to fines and withholding of utilities and building permits. 6. Unless otherwise noted, all lots have a 40' building line along the front, a 15' building line along each side, and a 40' building line along the rear (see detail, Sheet 1) 7. Lots 40, 41 and 42, Block A, Lot 9 and Lot 10, Block B, Lot 1, Block C, Lot 1, Block D, Lot 1, Block E, Lot 1, Block F, Lot 1, Block G, Lot 1, Block H are hereby dedicated as Open Space Lots. No habitable buildings shall be constructed upon these lots. 8. Compliance with the provisions of the city's Storm Drainage Policy does not relieve a person of the responsibility of complying with all other applicable laws, including, but not limited to, Section 11.086, Texas Water Code. 9. Open Space Lots to be maintained by the Home Owners Association. 10. According to the Flood Insurance Rate Map No. 48439CO085K, published by the Federal Emergency Management Agency, dated: September 25, 2009, the 4.242 acre tract and the 37.994 acre tract shown hereon doe not lie within any special flood hazard area inundated by the 100 -year flood, the southwestern portion of property the property lies within the special flood hazard area shaded "X", defined as areas between the limits of the 100 -year flood and the 500 -year flood; or certain areas subject to 100 -year flooding with average depths less than one (1) foot or where the contributing drainage area is less than one (1) square mile; or areas protected by levees from the base flood. Further, local permitting agencies may require actual topographic support data for final determination of flood limits, regarding construction permits. 11. On the issue date of this survey the surveyed property shown hereon is zoned RPUD (Residential Planned Development Unit Development) according to the City of Southlake zoning ordinance maps. Refer to said zoning ordinance for minimum and maximum setback requirements. 12. Open Space Lots shall be considered drainage, water, and sanitary sewer easements. 33 34 35 48 49 50 51 52 53 54 LOT 22, BLOCK 1, HIGH POINT BLOCK 1, SO THRIDGE LAKES, PH SE II CAB. A, SLIDE 6840 P.R.T.C.T. CAB. A, SLIDE 466 P.R.T.C.T. G� Q "�ZBLOCK 1, SOUTHRIDGE LAKES, PHASE II ZONING: SF 20A ZO ING: SF -20A CAB A, SLIDE 466 P. .T.C.T. LUD MEDIUM DENSIT RESIDENTIAL ZONING: SF -1A LUD=MEDIU DENSITY RESIDENTIAL Q Q LUD=LOW DENSITY RESIDENTIAL F� � � iI N 89'35' 7" E 196 76' - - 5/8" IRF (C.M.) R 160.71 ' 182.6 a a 110. 0' 110.00' 11 . DO' 110 00' 11 OL 110.0 110.0 110.0 110.00' 110.00' 110.00' 110.00' - - - - - - 304.41' - - - - ----- -20' D.E. -+1 ------- -- ----- ----- 20' D.E. 10' U.E -I I ------ - - - - - - - - - CAB. A, SLID.DE 28771 20' D.E. � 10' U.E. � 15' U.E. �- - - - � - - - I (BY HIS PLAT) (BY HIS PLAT) P. R. T. C. T. (BY THIS PLAT) (BY THIS PLAT) I (BY THIS PLAT) (BY THIS PLAT) 5' J. E. BLOCK A I Iw CAB. A SLIDE 1392, P.R.T. C. T. 10' &U.E. p w 1 I CAB. A, SLIDE 877, P.R.T.C.T. BLOCK A v � I BLOCK A I (ABANDONED BY T IS PLAT) I LOT 19 aD _ I I (ABANDONED 3Y THIS PLAT) °p 0012 Acres W. LOT 32 I I I m ro 43610 Sq -Ft. `� LOT 28 LOT 27 °o N N s' u N I 0.8325 LOT 33 es 0.6170 Acres N PO _ 1 LOT 31 N LOT 29 I 0 LOT 26 CAB. A SLIDE 1 P.R.T.C.T. w 0.5093 Acres 0.5087 Acres LOT 25 LGT 12rV ;, EOT)23 I `" LOT 22 o LOT 21 N 317.42' 26875 Sq.Ft. tN'C,4,0.56470-5520 Acres �' co A NED B THIS v 36264 Sq.Ft q' 5701 Acres �„ AcresIl 1 22186 Sq.FF 22158 Sq.Ft. '0.6001 Acres ` I c `° 124832 Sq.Ft. °D LOT 30 24599 S .Ft I 2404/ Sq.Ft. 0.6299 Acres 0.6389 Acre `1°0.63.11 Acres 0.6378 Acres q q 26140 Sq.Ft. LOT 20 _ _ I 0.6657 Acres 1 1 27437 Sq.Ft. 27832 Sq.Ft- 27840 Sq.Ft 2778.E Sq.. t. 2 (n 6> II 0.623 Acres 2p2 10' U.E. / mos I 28998 Sq Ft. II (BY THIS PLAT) A70.53 1 10' E. 27146 SqJ- t. I 11 I I I A110.�'- - - - - - - (BY THIS PLAT) I V' / ro 50,41- ,932 \ X2.00. ^ 'I A107.10 �1_�I34-- ILA I LOT 18 rn P 1 I M VOL 9761 U PG. 846 0 ?q 44� 44' \ / 1'IO'- - _ _ _ ro I h Os, y I _ Al c0 1.2469 Acres P. R. T. C. T. I a 0' 4S8 �' >� 0 ATTO�B"- - 670`- -0.67' �RTbD� �4.J3 A10.04' �8� 54314 Sq.Ft. O> 1 `�" ¢ 48 ss- \� i _A15_2 -ZZ - - �. 101.02' 11.03' I PRIVATE ROAD C A7.74' 01 \ LOT 34 'D '?0 2 22 2-9.00, _1 50' - A 101.33' I (50' WIDE) I 103.12' m I 0.6898 Acres N10 449 6"14.49' 1 I I - - - A107.35' I A3.24' 36.17 3 \ L , o" I m I A 71-8 0' 36.54' 110.00' - -106.82' - 8.77 210.37 0046 q.Ft. o y >. - A CAB. A, SLID 9Y-RR.TGT _ _ _ (TI / (ABANDONED B THIS PLAT) (A rn. � w "� 10' U.E. -+ - - 1 L(BY IHIS PLAT) \ 9132.63' /�� �\ BLOCK D / (BY HIS PLAT( < Q I 0' U E 0 0_� N N Q - - - - 228.17 �\ o O _ ---------- 9\ ``n' � - / I `° T -OS -2--o - --- -- BLOGKA ---- --� N LOT 17 N - L0+ 6 - N 0 D 0.5776 Acres w N ^' � 6 N� 1 I LOT 10 1.0175 Acres 0 1 N BLOCK A 1 ;\ `� P1N / ao LOT 5 I 1 251 62 Sq -Ft I 0.5080 Acres LOT 11 ^� I 44322 Sq.Ft. N - 4 5244 Acre Q h 10' U.E. 22129 Sq.Ft. I 0 6LOT 35 0.S moo• Q-2843 Sq Ftl N� -(BY THIS PLAT) 9 0-51 09 Acres N LOT 12 w I / "� 2225/ Sq.Ft. 0.5731 Acres LOT 13 373.02' 30082 Sq.Ft 14.56' / LOT 14 LOT 15 s� I I � 24964 Sq.FL 1016204 Acres 0.6442 Acres • 0.5858 Acres 1 298.85' \ LOT 4 BLOC I B Q 106.05' 217023 S Ft \ r, . � Ag0.03 I 8963, I - 9 28062 Sq.Ft. 25517 Sq.Ft. � 79 2 S cies 1 29 I 166.70' 28.68'.35 A75.0 p, I BLOCK A �°- q p$ I- 1 BLOCK A s8 4j LOT 16 8, 1 D.&U.E. v 158 I1 10' U.E. I n 86. I I C(ABANDON D BYTHISPLAT) 1.0015 Ac! -Ps P (BY HIS PLAT) 9 1 /� Q� / LOT 3 9 I I rn 13go1' 982' 4?? I 1 43626 Sq.Ft. - - 1/2" IR (C.M.) 0 LOT 36 0 0.5238 Acres �o 1 91 01• - - - _T2T.0T_ - 1 0.762? Acres /� � p� P I 4 - ^1 4j•50' A42.28' - -120.2(3 - S 86'50'46" W z Q 22817 Sq.Ft. w LOT 9 LOT 8 IA�774=-A94�8-`A�6 205.36' 60' NON- CLUSIVE 37277 9� OS 3 00 13320 Sq.Ft. / ,� 10' U. X00 1 I 9R 261.77' Q' /(BY THIS PLA °�' rl LOT 7 I I 0.5746 Acres ^ 0.5260 Acres - - - - - - - - - -}- 10.21 �9 I I NGRESS/FGRE S EASEMENT > �' I O.98 h DOC. NO. D2051 4511, D.R.T.C.T. _ � � �/ ,1`? 0.6584 Acres I 5031 Sq. Ft 22912 Sq.Ft. � � ���� �� 0 I �c 28680 Sq.Ft. LOT 7 I I �' - - - - (ABANDONED THIS PLAT)�- N BY 1 HIS PLAT) P 0.6640 Acres I I _ ( LOT 2 LOT 8 I w - - - - I 28924 Sq.Ft. - BLOCKjA - - - - - - - LOT 3 N LOT 2 I I o 0.5519 Acres a 0.6784 Acres I A106.47 - - - - �h' 0.6691 Acres 0.7413 Acres 3 I I LOT 37 ,`� 2,11042 Sq.Ft. 29549 Sq.Ft. I �� 47p v 1 I I o, i� �� 29145 Sq.Ft 32293 Sq.Ft y p + 0.7219 Acres I Q Q I 91.1 U. E. �''I h; LOT 5 a ��� ti��1 wl of I 131 445 Sq.Ft. I 204.70' 52.35' I / BY THIS PLAT q 10, I v 2 ti • 10' U.E. BLOCK A of O 64.25' 192,80' II 51 ( - S ( ) 0.721 Acres ^ Y HIS PLAT 5' U.E. I q _ - 9�39�-3 _ s� BY T PLAT 1 ) 234.12' I ° / Al S \ LOT 6 I 31417 Sq.Ft. �. \ \ CAB. A, SLIDE 4317 • 8 �O 9 P / 10' U.E. \ �' ¢ q68 P.R.T.C.T. (ABANDONED, n / (BY HIS PLAT)J0.7167 \ Y THIS PLAT L_ 10R O I I I Q go I? CO / / ) \ �'�„ 31220 Sq.Ft. I I 60 ,� v \ L0f 1 ) I I I I ( 0 I \ 10' U.E. LOT 4 a' 0.7221 Acres (p (BY THIS PLAT)-L res / /Q P69A � I 31457 Sq.Ft. 01 29213 Sq.FtI 0' 1� BLOCK B N / BLOCK A85.88 A78 s = v � 186.1 s os 1 ' 41 OS 3I I BLOCK E I .a C N U N U � Q <n + a Existing Existing Proposed Number of Gross Density - 0 Phase w0 aN m uir, ZONING: RPUD D Open Space Area/% LL_ N Land Use Zoning Zoning Units Acreage DU/Gross m OI Low Density 1 _00 r7 J -C U p 1 J AG & SF1 RPUD 49 47.22 0.99 17.34% O O Residential D QOf J0 o v YY - H:2 13 41 nl Low Density Y W0 J 41 ` 0 F v0 � 2 JO U II O Q Z D AG & SF1 RPUD 8 10.73 0.75 34.67% Residential P.O.B. Q) 9.988 ACRE TRACT Low Density 5/8" IRF(C.M.) ami E U Totals AG & SF1 RPUD 57 57.95 0.98 20.55% � Residential N I NOTES: 1. Bearings based on the Texas State Plane Coordinate System, North Central Texas Zone. Distances shown are surface distances. 2. Upon approval of the final plat, the existing improvements on this site shall be removed. 3. Upon completion of the construction of all infrastructure improvements, all new corners shall be marked with 1/2" iron rods with plastic caps stamped "SPRY" are set. 4. The owners of all corner lots shall maintain sight triangles in accordance with City Subdivision Ordinance. 5. Selling a portion of any lot within this addition by metes and bounds is a violation of State law and City Ordinance and is subject to fines and withholding of utilities and building permits. 6. Unless otherwise noted, all lots have a 40' building line along the front, a 15' building line along each side, and a 40' building line along the rear (see detail, Sheet 1) 7. Lots 40, 41 and 42, Block A, Lot 9 and Lot 10, Block B, Lot 1, Block C, Lot 1, Block D, Lot 1, Block E, Lot 1, Block F, Lot 1, Block G, Lot 1, Block H are hereby dedicated as Open Space Lots. No habitable buildings shall be constructed upon these lots. 8. Compliance with the provisions of the city's Storm Drainage Policy does not relieve a person of the responsibility of complying with all other applicable laws, including, but not limited to, Section 11.086, Texas Water Code. 9. Open Space Lots to be maintained by the Home Owners Association. 10. According to the Flood Insurance Rate Map No. 48439CO085K, published by the Federal Emergency Management Agency, dated: September 25, 2009, the 4.242 acre tract and the 37.994 acre tract shown hereon doe not lie within any special flood hazard area inundated by the 100 -year flood, the southwestern portion of property the property lies within the special flood hazard area shaded "X", defined as areas between the limits of the 100 -year flood and the 500 -year flood; or certain areas subject to 100 -year flooding with average depths less than one (1) foot or where the contributing drainage area is less than one (1) square mile; or areas protected by levees from the base flood. Further, local permitting agencies may require actual topographic support data for final determination of flood limits, regarding construction permits. 11. On the issue date of this survey the surveyed property shown hereon is zoned RPUD (Residential Planned Development Unit Development) according to the City of Southlake zoning ordinance maps. Refer to said zoning ordinance for minimum and maximum setback requirements. 12. Open Space Lots shall be considered drainage, water, and sanitary sewer easements. 33 34 35 48 49 50 51 52 53 54 LOT 22, BLOCK 1, HIGH POINT BLOCK 1, SO THRIDGE LAKES, PH SE II CAB. A, SLIDE 6840 P.R.T.C.T. CAB. A, SLIDE 466 P.R.T.C.T. G� Q "�ZBLOCK 1, SOUTHRIDGE LAKES, PHASE II ZONING: SF 20A ZO ING: SF -20A CAB A, SLIDE 466 P. .T.C.T. LUD MEDIUM DENSIT RESIDENTIAL ZONING: SF -1A LUD=MEDIU DENSITY RESIDENTIAL Q Q LUD=LOW DENSITY RESIDENTIAL F� � � iI N 89'35' 7" E 196 76' - - 5/8" IRF (C.M.) R 160.71 ' 182.6 a a 110. 0' 110.00' 11 . DO' 110 00' 11 OL 110.0 110.0 110.0 110.00' 110.00' 110.00' 110.00' - - - - - - 304.41' - - - - ----- -20' D.E. -+1 ------- -- ----- ----- 20' D.E. 10' U.E -I I ------ - - - - - - - - - CAB. A, SLID.DE 28771 20' D.E. � 10' U.E. � 15' U.E. �- - - - � - - - I (BY HIS PLAT) (BY HIS PLAT) P. R. T. C. T. (BY THIS PLAT) (BY THIS PLAT) I (BY THIS PLAT) (BY THIS PLAT) 5' J. E. BLOCK A I Iw CAB. A SLIDE 1392, P.R.T. C. T. 10' &U.E. p w 1 I CAB. A, SLIDE 877, P.R.T.C.T. BLOCK A v � I BLOCK A I (ABANDONED BY T IS PLAT) I LOT 19 aD _ I I (ABANDONED 3Y THIS PLAT) °p 0012 Acres W. LOT 32 I I I m ro 43610 Sq -Ft. `� LOT 28 LOT 27 °o N N s' u N I 0.8325 LOT 33 es 0.6170 Acres N PO _ 1 LOT 31 N LOT 29 I 0 LOT 26 CAB. A SLIDE 1 P.R.T.C.T. w 0.5093 Acres 0.5087 Acres LOT 25 LGT 12rV ;, EOT)23 I `" LOT 22 o LOT 21 N 317.42' 26875 Sq.Ft. tN'C,4,0.56470-5520 Acres �' co A NED B THIS v 36264 Sq.Ft q' 5701 Acres �„ AcresIl 1 22186 Sq.FF 22158 Sq.Ft. '0.6001 Acres ` I c `° 124832 Sq.Ft. °D LOT 30 24599 S .Ft I 2404/ Sq.Ft. 0.6299 Acres 0.6389 Acre `1°0.63.11 Acres 0.6378 Acres q q 26140 Sq.Ft. LOT 20 _ _ I 0.6657 Acres 1 1 27437 Sq.Ft. 27832 Sq.Ft- 27840 Sq.Ft 2778.E Sq.. t. 2 (n 6> II 0.623 Acres 2p2 10' U.E. / mos I 28998 Sq Ft. II (BY THIS PLAT) A70.53 1 10' E. 27146 SqJ- t. I 11 I I I A110.�'- - - - - - - (BY THIS PLAT) I V' / ro 50,41- ,932 \ X2.00. ^ 'I A107.10 �1_�I34-- ILA I LOT 18 rn P 1 I M VOL 9761 U PG. 846 0 ?q 44� 44' \ / 1'IO'- - _ _ _ ro I h Os, y I _ Al c0 1.2469 Acres P. R. T. C. T. I a 0' 4S8 �' >� 0 ATTO�B"- - 670`- -0.67' �RTbD� �4.J3 A10.04' �8� 54314 Sq.Ft. O> 1 `�" ¢ 48 ss- \� i _A15_2 -ZZ - - �. 101.02' 11.03' I PRIVATE ROAD C A7.74' 01 \ LOT 34 'D '?0 2 22 2-9.00, _1 50' - A 101.33' I (50' WIDE) I 103.12' m I 0.6898 Acres N10 449 6"14.49' 1 I I - - - A107.35' I A3.24' 36.17 3 \ L , o" I m I A 71-8 0' 36.54' 110.00' - -106.82' - 8.77 210.37 0046 q.Ft. o y >. - A CAB. A, SLID 9Y-RR.TGT _ _ _ (TI / (ABANDONED B THIS PLAT) (A rn. � w "� 10' U.E. -+ - - 1 L(BY IHIS PLAT) \ 9132.63' /�� �\ BLOCK D / (BY HIS PLAT( < Q I 0' U E 0 0_� N N Q - - - - 228.17 �\ o O _ ---------- 9\ ``n' � - / I `° T -OS -2--o - --- -- BLOGKA ---- --� N LOT 17 N - L0+ 6 - N 0 D 0.5776 Acres w N ^' � 6 N� 1 I LOT 10 1.0175 Acres 0 1 N BLOCK A 1 ;\ `� P1N / ao LOT 5 I 1 251 62 Sq -Ft I 0.5080 Acres LOT 11 ^� I 44322 Sq.Ft. N - 4 5244 Acre Q h 10' U.E. 22129 Sq.Ft. I 0 6LOT 35 0.S moo• Q-2843 Sq Ftl N� -(BY THIS PLAT) 9 0-51 09 Acres N LOT 12 w I / "� 2225/ Sq.Ft. 0.5731 Acres LOT 13 373.02' 30082 Sq.Ft 14.56' / LOT 14 LOT 15 s� I I � 24964 Sq.FL 1016204 Acres 0.6442 Acres • 0.5858 Acres 1 298.85' \ LOT 4 BLOC I B Q 106.05' 217023 S Ft \ r, . � Ag0.03 I 8963, I - 9 28062 Sq.Ft. 25517 Sq.Ft. � 79 2 S cies 1 29 I 166.70' 28.68'.35 A75.0 p, I BLOCK A �°- q p$ I- 1 BLOCK A s8 4j LOT 16 8, 1 D.&U.E. v 158 I1 10' U.E. I n 86. I I C(ABANDON D BYTHISPLAT) 1.0015 Ac! -Ps P (BY HIS PLAT) 9 1 /� Q� / LOT 3 9 I I rn 13go1' 982' 4?? I 1 43626 Sq.Ft. - - 1/2" IR (C.M.) 0 LOT 36 0 0.5238 Acres �o 1 91 01• - - - _T2T.0T_ - 1 0.762? Acres /� � p� P I 4 - ^1 4j•50' A42.28' - -120.2(3 - S 86'50'46" W z Q 22817 Sq.Ft. w LOT 9 LOT 8 IA�774=-A94�8-`A�6 205.36' 60' NON- CLUSIVE 37277 9� OS 3 00 13320 Sq.Ft. / ,� 10' U. X00 1 I 9R 261.77' Q' /(BY THIS PLA °�' rl LOT 7 I I 0.5746 Acres ^ 0.5260 Acres - - - - - - - - - -}- 10.21 �9 I I NGRESS/FGRE S EASEMENT > �' I O.98 h DOC. NO. D2051 4511, D.R.T.C.T. _ � � �/ ,1`? 0.6584 Acres I 5031 Sq. Ft 22912 Sq.Ft. � � ���� �� 0 I �c 28680 Sq.Ft. LOT 7 I I �' - - - - (ABANDONED THIS PLAT)�- N BY 1 HIS PLAT) P 0.6640 Acres I I _ ( LOT 2 LOT 8 I w - - - - I 28924 Sq.Ft. - BLOCKjA - - - - - - - LOT 3 N LOT 2 I I o 0.5519 Acres a 0.6784 Acres I A106.47 - - - - �h' 0.6691 Acres 0.7413 Acres 3 I I LOT 37 ,`� 2,11042 Sq.Ft. 29549 Sq.Ft. I �� 47p v 1 I I o, i� �� 29145 Sq.Ft 32293 Sq.Ft y p + 0.7219 Acres I Q Q I 91.1 U. E. �''I h; LOT 5 a ��� ti��1 wl of I 131 445 Sq.Ft. I 204.70' 52.35' I / BY THIS PLAT q 10, I v 2 ti • 10' U.E. BLOCK A of O 64.25' 192,80' II 51 ( - S ( ) 0.721 Acres ^ Y HIS PLAT 5' U.E. I q _ - 9�39�-3 _ s� BY T PLAT 1 ) 234.12' I ° / Al S \ LOT 6 I 31417 Sq.Ft. �. \ \ CAB. A, SLIDE 4317 • 8 �O 9 P / 10' U.E. \ �' ¢ q68 P.R.T.C.T. (ABANDONED, n / (BY HIS PLAT)J0.7167 \ Y THIS PLAT L_ 10R O I I I Q go I? CO / / ) \ �'�„ 31220 Sq.Ft. I I 60 ,� v \ L0f 1 ) I I I I ( 0 I \ 10' U.E. LOT 4 a' 0.7221 Acres (p (BY THIS PLAT)-L res / /Q P69A � I 31457 Sq.Ft. 01 29213 Sq.FtI 0' 1� BLOCK B N / BLOCK A85.88 A78 s = v � 186.1 s os 1 ' 41 OS 3I I BLOCK E I .a C N U N U � Q <n + a Z O t= U a H- 11 J Q F= p P SE ONE of U W -D (n 0 0 0 E w0 aN m uir, ZONING: RPUD D 06 LL_ N o r a zZ 12 rn D �o _Z N Z p m OI OO 1 _00 r7 J -C U p M> J O 0 I Zl -� �U �J O O �� �Q D QOf J0 o v YY - H:2 13 41 nl 00wr� JU Y W0 J 41 ` 0 F v0 � JO U II O Q Z D 0,m OJ O U N 2 P.O.B. Q) 9.988 ACRE TRACT 5/8" IRF(C.M.) ami E U CD � N I I 1 LOT 1 1 '�I OS 6 61 171.25 - _T I 0- fV2 91 ASO cvio �'9� q 1 Oe - - 05 8 00 A 21.3 3' `L _ �• I \ 5027 Acres I I s U. E. �' - \ °j°°. o�' tib I 65458 Sq.Ft. I CAB. A, SLIDE 1392, P.R.T.C.T. p I I 1 'A�35.84' A112.52' 2464 40.15' 10' U.E. T \ A61.69' NtK s- 17¢.2 \ I \ (ABANDONED BY THIS PLAT) / Q / I I Q ) �" ® 17 36' 0' v (BY THIS PLAT o BLOCK IF BLOCK G OS 5 \ / ti I I LOT 46 ' �� 9$ 2¢' P31.28'�'6 m (BYISPLAT)\ o- �S 4 A 9S) ¢29$ I �1� LOT 45 I I 0.6182 Acres ry b Q v°j AJ22.22' OS 1 I h I \ 10' U.E. / 0.7662 Acres 2690 Sq. Ft. - - \mss yII 8 P �,� I I "/--(BY HIS PLAT) / 9� / 33378 Sq.Ft I I 2 a - OS 1 _ _ _ _42-9.- 01 421 -40 - - - - r I LOT 38 �a h� '� / ° 2g 30 l " 86'43'48" w ' Z \ �. �• 10' U.E. I' .48' / P I I h ^ 1 /2" IRF 428.40 (BY HIS PLA y 1� p I 4i D 0.6319 Acres y \ 0� q� ,_ - ' S I I `� 5' U.E. rri Cn I I \ >p \ 07 �4�6.T8 B P6 /� 10' U.E. Q BLOCK A CAB. A, SLIDE 4317, P R.T.C.T. 0 27527 Sq Ft. R A SgS'- / 96, ppD / o I I A� R / (BY HIS PLAT �. 10' U.E. h Q (ABANDONED BY THIS PLAT) , \ ,Id ODE) 37' � LOT 47 BY THIS PLAT 6-5 P 50' 99• , I 0.6110 Acres ( ) D I R� v 50' P109' / 10 IU.E. 4106.72• ( P rod 26616 S Ft. � p w Y) A 1 / BY TI S PLAT \ A 106.78' I q ` LOT 10 Ln I 60' INGRESS GRESS EASE �• 52, 18 ( 1 ) ` _ i k0 LOT 9 VOL. 802611, P .'•1932; VOL. 22, 'v I - - - - - - I I Zs7 ^ LBG HALL NO. 686 ADDITION PG. 1885; AND OL. 9132, 2291 64 P.R.T.C.T.(ABAND ED BY IS PLAT) LOT 39 I 1 No LOT 44 0h I I ^' DOC. NO. D205114971 P.R.T.C.T. 0.6955 Acres LN 0.5907 Acres48 I I �� / / a� LOT �P 25732 Sq.Ft. 1P1 I I LOT Ac r7 30297 Sq.Ft. fl" 0.587 Acres ZONING: DETAI ED SITE PLAN a, wry' I 0.7888 cres N P 25380 Sq.Ft. "� o LOT 43 ti' I I LUD=OFFICE COMMERCIAL 34360 Ft- o q 0.5695 Acres II LOT 41 W 24807 Sq.Ft. 6�ti 112p33j•0 BLOCK A I 30' A.E. 0i LOT 42 °� I - 1 N e1- / BY THIS PLAT) I 0.7112 Acres Z 0.6290 Acres 30981 Sq.Ft. 27400 S Ft- BLOCK A LOT 49 I I / 915 20' U.E. 1 / OS 1 v> q ^ 0.6340 Acres I I Pk BLOCK H P. VOL. 9810, PG. 1569 4763.53 �c'`Q II o P1p7.22 -4 27616 Sq.Ft. P. R. T. C. T. I I I I A21.6 �� 9? II I OS 11 h°j OS 1 p k• I I iv o,e LOT 11 I I LOT 12 4117. A73.50' P2 I I II 361 A610, 1.65' A95.75 91 II•• I 1 CAB. A SLIDE 392 P.R.T.C.T. T. OS 1 BLOCK A CAB A SLIDE 1392, P.R.T.C.T. 4484f I 24.63' ' - 992,73' Pati BLOCK A II 1 (ABANDONED BY THIS PLAT) I A32. 10' U.E. - - (ABANDONED BY THIS PLAT) 62' rCAB. A, SLIDE 4317, P.R.T.C.T. 1 - - -M57-2(7 - - - - - - - - - - - - - - - - - - - - - - - - - y - - - - - I (ABANDONED BY THIS PLAT) - 1 /2" IRF w/CAP 1 - "LANDES & ASSOC."( .M.) W E N 88047'07" W 1657.20' Q Q a a SOU THLAKE BOULEVARD WM REAL ESTATE, LTD D. R. T. C. T. MARCUS D. WAYLAND VOL. 6202, PG. 73 EXISTING ZONING: RPUD D.R.T. C. T. LUD=MEDIUM DENSITY ESIDENTIAL (R. 0. W. VARIES) y SONE LAKES JOE V. SMITH VOL. 5740, PG.205 p P SE ONE of U W -D (n 0 / O CAB. SLIDE 915 Z N P.R.T. C. T. m E ZONING: RPUD D 0 Q U a - DR Oma OU U r a DENSITY SID NTIAL rn D o� ➢0 m WM REAL ESTATE, LTD D. R. T. C. T. MARCUS D. WAYLAND VOL. 6202, PG. 73 EXISTING ZONING: RPUD D.R.T. C. T. LUD=MEDIUM DENSITY ESIDENTIAL (R. 0. W. VARIES) y W JOE V. SMITH VOL. 5740, PG.205 U i Q P � rJ of U W -D (n 0 D.R.T. C. T. U m Z O Z 0L6 � 0ZIIO L O-tD N 0 1-1 n? Y 0_ H _J U O0 0 Q U a - �1 Oma OU U I-: I- J 6 m U O> Z m ri 8 9 TIMBE LAKE SECTION CA . A, SLIDE 485 P. R. T. C. T. 10 11 18 EXISTING ZONING: RPUD LU =MEDIUM DENSITY RESIDENTI L m all OJ W Y rN7 J U i Q of U W -D (n 0 W O U U m Z O Z 0L6 � 0ZIIO L O-tD N 0 1-1 n? Y 0_ H _J U O0 0 Q U a - OJ W W U U Q w ca 0- cn w J � [n W tz \ �O~ 0 W U Y n? (n C g Q L� Zfl W �1 Oma OU U I-: I- J 6 m U O> Z C) 0 ➢0 O p D Z Zl -� �U �J O O �� �Q D QOf J0 o D YY - H:2 r v/ 0ON 3'-0 nl 00wr� JU Y W0 J JH ` 0 F v0 � JO U II O Q Z D 0,m OJ O U N LOT A2 SHADY OAKS CONDO D.R.T. C. T. OWNER'S DEDICATION STATE OF TEXAS COUNTY OF TARRANT WHEREAS, Creststone Group, LTD, Rhonda & Larry Heighberger, Randal W. Stacy, James R. Stacy, Sr., Sharon D. Stacy, Ronald Stacy, Barbara Stacy, Roy J. Stacy Estate, are owners of all that certain 57.95 acres of land, which is all of the 4.379 acre tract and the 5.62 acre tract described in the deeds recorded in Document Numbers D215014570 and D213178926 respectively in the Public Records of Tarrant County, Texas (P.R.T.C.T.), all of the tract described in the deed recorded in Volume 12061, Page 1764 P.R.T.C.T., all of Lots 1R and 2, Block 1, Owen Addition, recorded in Cabinet A, Slide 4317 P.R.T.C.T., and all of Lots 5, 6, 7 and 8 L.B.G. Hall No. 686 Addition, recorded in Cabinet A, Slide 2877 P.R.T.C.T., in the L.B.G. Hall Survey, A-696, City of Southlake, Tarrant County, Texas and more particularly described by metes and bounds as follows: (All bearings shown hereon are based on the Texas Coordinate System of 1983, North Central Zone) BEGINNING at a 5/8" iron rod found for the southwest corner of said 5.62 acre tract, common to the southeast corner of Block 1, Ginger Creek Addition, recorded in Volume 388-145, Page 86 P.R.T.C.T., in the north right-of-way line of Southlake Boulevard (F.M. 1709 - 130' R.O.W.); THENCE North 01' 15' 49" East along the west line of said 5.62 acre tract, common to the east line of said Block 1, Ginger Creek Addition, passing at a distance of 803.04' a 1/2" iron rod in concrete found for the northeast corner of Lot 9R, Block 1, Ginger Creek Addition, recorded in Volume 388-170, Page 70 P.R.T.C.T., continuing along said common line for a total distance of 1287.86' (called 1288.29') to a 4" steel pipe found for the northwest corner of said 5.62 acre tract, common to the northeast corner of said Block 1, Ginger Creek Addition, and in the south line of Block 1, Southridge Lakes, Phase II, recorded in Cabinet A, Slide 466 P.R.T.C.T.; THENCE North 89° 35' 47" East - 336.88' along the south line of said Block 1, Southridge Lakes, Phase II, and the south line of Lot 22, Block 1, High Point Addition, recorded in Cabinet A, Slide 6840 P.R.T.C.T., to a 5/8" iron rod found for the northeast corner of said Lot 8, of said L.B.G. Hall No. 686 Addition, in the west right-of-way line of Shady Oaks Drive (variable width right-of-way).; THENCE South 05° 51' 05" East - 536.34' along the west right-of-way line of Shady Oaks Drive, to a 1/2" iron rod found for the southeast corner of Lot 5, of said L.B.G. Hall No. 686 Addition; THENCE South 86' 50' 46" West - 0.98' to a point for corner of the herein described tract, in the east line of said Lot 2, Block 1, Owen Addition; THENCE South 06° 03' 09" East - 409.12' along the west right-of-way line of said Shady Oaks Drive, to a 1/2" iron rod found for the most easterly southeast corner of said Lot 2, Block 1, Owen Addition; THENCE South 86' 43' 48" West - 428.40' to a 1/2" iron rod found for an angle corner of said Lot 2, Block 1, Owen Addition, common to the northwest corner of Lot 9, L.B.G. Hall No. 686 Addition, recorded in Document Number D205114971 P.R.T.C.T.; THENCE South 01' 17' 54" West - 371.76' to a 1/2" iron rod with a cap stamped `Landes & Assoc" found for the most southerly southeast corner of said Lot 2, Block 1, Owen Addition, in the north line of said Southlake Boulevard; THENCE North 88° 47' 07" West - 1657.20'along the north right-of-way line of said Southlake Boulevard to the POINT OF BEGINNING and containing 57.95 acres of land. DEVELOPER: Hat Creek Development P.O. Box 92747 Southlake, TX 92747 Ph: 817-329-3111 Contact: Kosse Maykus OWNERS: Crestone Group, Ltd. Ronda & Lonrry Highberger Randall W. Stacy James R. Stacy, Sr. Ronal & Barbara Stacy Roy J. Stacy Estate ENGINEER: Hamilton Duffy, P.C. 8241 Mid -Cities Blvd., Ste.100 North Richland Hills, TX 76182 Phone: 817-268-0408 Contact: Keith Hamilton SURVEYOR: Spry Surveyors 8241 Mid -Cities Blvd., Ste.100 North Richland Hills, TX 76182 Phone: 817-896-6150 Project No.: 058-021-30 Email: spry@sprysurveyors.com PRELIMINARY PLAT OF CRESCENT HEIGHTS 57.95 ACRES OF LAND, AN ADDITION TO THE CITY OF SOUTHLAKE, A REPLAT OF LOT 1R AND LOT 2, BLOCK 1, OWEN ADDITION AND LOTS 5, 6, 7 AND 8, L. B. G. HALL NO. 686 ADDITION, IN THE L.B.G. HALL SURVEY, A-686 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS RESIDENTIAL LOTS: 57 OPEN SPACE LOTS: 11 CASE NUMBER: ZA17-077 / i \ II - \ \ \ \ II I \\ \\ �\ \ NI \ 15 \ 16 39 38 37/ � \ \ \ 59 I I I\\57 � -- / 446\ \\\\ 1 60 \ \ 1 5� 56 I\ \\ \OS1 36 5' UIE. 5'U.E. SOU T GE AKES55 I \ 1 I \ \ \ SE I ( I \ \ I 1 \ \ \ NET A SL E 467 P.R.T.C.T. // /� I I I I ( I' \ I 1 I \ `\ 1 \�\\\ \ `-I \\ OS2 \\��� 22 / / / 15' D.E. I \ \ \ \ 1 12 35 / / O I / \ I 49 I I / 50 \\ 51 `�� \ 5\2 \ X53 1 \ \ \\ I I \ \ HIGH POINT ADDITION \ \ \ \ 33 / / 20' D.E. _ I I I / \ \ \ \ \ \ \\ \ \ \ 54 \ \ _ \ \ \ CABS A PG. 6840 \ \ \ 4 / / 48 I I / l \\' \\ �t\ \� \\\ \ \ 15'u.E. -� CJI \ \ \\ P.R.TC-T.-- 22' U.E. & D.E. / / // / -1 / - - 5' U.E. & �.- - \ _ _ \ \\ \ 1*07'36"E \ I\ \ \ \ \ \ \ \ \ \ 11- ` 724 _ �[ - - 1/2"'IRF 51/ ' IRF ARr- 5y8'tT1CF, CO�� 5/r\ PC=-, 5 R �- - --- i \ - 40'R S14RACK - � �-/ I I--�� \ --�- \r��- /�`�-� \ ��`\\ ��\\���\� �-� -7 F - - - BLOCK 7 1 r - _I / / / I I y \ \ \ I II 1✓ j I �LOC{< A \I \I \ \ \\ \ I \ \ \ \\ I I c Byre' �&�C.E.� 6 \ �l I -BLOCK � \ \ \ 19 45. I ©� \ \ / \ \ _ I /�' \ \I\ \ \ I \� \ \\ \ P.R.T.Cj� (� S SLA \ LOT 28> \LOT 27 I \ \ \ \ I \ \ II\ I I 11`\ LCT 8 I 20 SA ARY\�EWE846 E\ E \ LOT 31 I I / OT/ 9 ` I I / / / LOT 26 \ \ OT rj I I \ CAB\A5 S ID 1\` \ \ �\ \ Imo, 1 \ I \ I L- - - �I D.R I / \ 2 T.C.T. ANDD D Y Tf4(�_PLA, \ -,- - - - U.E. I ` 36,265 s.f / j 1 I I \ / / �_� / `\ ` `\ \ \ \LOT\24 22\ \LOT 21 ?. LOT 20 I 1/2" BENT En \\ \ PHASE 2 / / Ar i / \ Ax LOT\7 18 I °, ,3 DETENTION / 6 A DI1`�ON 4;! 13\POND �4 / 0 1 I UAL3 \FIS.. 2 77 d NG \ \ I \ \ ` J Ti1C.T. O \ \ \ \ CRESTST WJE UP, / II < \ \ \ \L Ole I 3 \_ \ I \t_ D.R�Cs 89 ° I I� I / II \ III II I `° T -\ \ / \\ 2"IRF O S e \ / 5 I I \\ \ \\�\� \ \ IN O I 10 / / 1 _ _ \ I I \ \ - - 1 `\ \ \ 17 I mf \ - - - PHASE LINE 2 r45 _ \ / `\\ Q open I / fi :; \ \I 13 14 �\ 1 \ \LOT 6 \ &, / -\ _ o m Space I - /I \ I y I - - ' I I I \ \ / 1 I \ I \ / / / / ` \ 0�0 \ \ I x$6.1 -S . 3 I / - ` \ / \ � 1�5 1 � I \ LOT 4/ L = - -\ - - - \ I (/ / / ! �` = / / i PHASE 1 III22\ v\ \ 16,/r Ir��J �3a -__-�- DETENTION 1/� -- � l u. . \05\IPOND y37.256 A SL/AE 87 3 k)J / II -T JA % / \ N WI - - \ \ - / d1= E, /S N �D.-SZACY I- - V>5 L . i12 G . 4 i '� / I / i / / 35' REAV A777 Cry \I 39 1\ ---- I- -7( 40 / \ I V2. / / / - - / / / / / / 11- / /- - - \ \ \ \ \ >'k �? \ /8 / I 1 I LJ3S G ESQ 7 / _ I I / / / /I �% \� c. Dos DETENTION I / / .T. .T. POND - TO REPLACE I / L J / /�` / \ \ JAM Y / /i�/ / TEMP PHASE 1 POND / // / - /� / / \ ` N 2 // / / / I/ `\ \I\ I I / PHASE 1 TEMPORARY / / // \ \ 1 ✓ I I ` 1/2' I I I I / DETENTION POND �� ,' / / 1 Mail Kiosk Ov N ( / < I / \ / (REMOVED WHEN da B. A� �°i \ / /J - - - - L `\ I I / I I \�o BUIL n�G s ACII PHASE 2 IS DEVELOPED) o I 1 PyR.-1 ffE- 1 I 1 P. .T. T I / / / 1 f � \ -, CAB A SLDE 17 Lot A/ - \ 3S \ V \ I \ F /J Iot3,11 I I I, / P.R.I Gj \�Fg \ l \ 11` l/ I - I I 1 \ j I I III �l / , \ Tidew�f�c / / / CONCR \ 131 1 6 X84 .f. l 1 \ I 3 LEGEND / II 1 7 \ I I I 65458 s.f. °o� 1 r / I I edest i n ces Gates � � \t0' AN RY SEWER � FAIT- I I I I I I I ' / � / � / / t/ \ I I 1 a --I I G. 1569 Sp Open / / / / O t �, I I I \ \ / D.R. T. C. T. I I \ o �'� S / �[IryI \ Od I I I Q 1 SL2IDO RESS & S EAS PHASE LINE 116,CI S. f. lo� CAB/ 4317 \ P.R.T.C.T. 5E7 ' S4 I�TANCE / C 4" T G P,I I I 1 \ 1 I CI 115CY� 45�C)� I \ / �/ //' 44 • \ ,, / I I `` R09d\ \ /\ �`P`� \ /� // \\ �\ \ 47\\ I I III S3 9 Pc,� i� � '� 48 LL LL PHASE 1 I \ l OpYnS II \ \ \ \ \ 1 L'-.L'L` \ 1499 / / / I /I/ l / DETENTION i / i �� ` ace/ I \ \ lot I \ \ \ \ \ \ \ LL __4 PHASE 1 \ 6576 \ / / / i / POND / I / /mac f \ UILDING ETBACK I LL LL \ \ DETENTION \ \ s/e" F / /I 1 I / , \ 1 POND \ \ /J t' - - - J r III 49 p . \ \ ;III A P.R.T.0 T. A SLIDE 111 LL.L. - �/-- 50' UILDI \ \ \ \ 98 ,/ 111 \ 1 \ 1 1 65, 2 / R. _ \ \ I °ped ti i tailed Site P n �� \ \ \ 1 I AA X - \ - 1` - - \ a pace �� \ \ 1 I1 1 \ / � i of I I \ / PHASE 1 L. Do ���" I697' TO GIN R COURT CL APPROXIMATE URV Y IN Q 0 DRAINAGE AREA COMPUTATIONS TIME OF CONCENTRATION: BASIS: Combination of inlet time and time of flow in the drain Q =CIA (Rational Method) being the time for water to flow over the surface of the ground to the storm drain inlet (onsite + offsite, if applicable) 0 = Storm discharge (cubic feet per second) AREA (AC) C = runoff coefficient, based on land use MINIMUM INLET TIME OF CONCENTRATION: I =average rainfall intensity for time of concentration (inches per hour) (per ISWM 2006) A = area contributing runoff (acres) Parkland, Undeveloped Land 20 minutes Q100 (CFS) Residential, Single Family 15 minutes RUNOFF COEFFICIENT: Commercial, Business 10 minutes C = 0.30 Unimproved Areas 15 C = 0.46 Single Family Residential (half-oc lots) 7.98 C = 0.85 Commercial 36.0 STORM FREQUENCY: OS2 5 Years - Enclosed Pipe System 0.46 100 Years - Combined Enclosed Pipe System + Street + R.O.W. ,040-062 Post DA Map.dgn 10/2/2017 11:14:40 AM Buff e and 7 1411' TO NEAREST DRIVE *ft 5tJRVE Y.�STR i No. 97 TO SHADY OAKS DRIVE BM 12866 CHK EL_EV._ZqB31S 30 �650.064 TXDOT BRASS DI! OS1 DRAINAGE AREA 8 DRAINAGE DIVIDE FLOW DIRECTION ARROW UNITY WAY CITY C DOC. N DP D / a D D SCALE 1" = 100' 0 100 200 N DETENTION POND THEORY: SITE TO BE DEVELOPED SUCH THAT POST -DEVELOPED FLOW RATES ARE DETAINED TO AT OR BELOW PRE -DEVELOPED FLOW RATES DETENTION FOR AREA 1 Q100(PRE) - OS1.OS2.1 - 123.9 CFS (SEE PRE -DEVELOPED MAP Q100(ALLOWABLE) - 123.9 CFS Q100 TO DETENTION: AREA • 50.8 ACRES TC 18 MIN. C - 0.46 DETENTION FOR AREA 2 Q100(PRE) - OS3.2 - 69.9 CFS (SEE PRE -DEVELOPED MAP) 0100(ALLOWABLE) - 69.9 CFS 0100 TO DETENTION: AREA - 24.33 ACRES TC - 15 MIN. C - 0.49 DRAINAGE NOTES 1. ALL DRAINAGE DESIGN TO BE IN ACCORDANCE WITH CITY OF SOUTHLAKE STANDARDS AND PER THE FORT WORTH DRAINAGE DESIGN MANUAL. Existing Retail C LAD.=G 1) WEIGHTED RUNOFF C = [1.63(0.85)+22.7(0.46)]/24.33 = 0.49 2) CONSIDERED PRE -DEVELOPED (UN -DEVELOPED) R (�60J 00 a vZ N 00 Z � °° ap aa_r�ao r= C14 ao h J z = 00 J Q Dp I Z I --- D X Z U Q Z LL_ a I o0 D Z� z o 0 z o 0 _ o �( \r U W to N � J W N .- W_ � ~ u U I W D Z O 5 � a s U 00 PRE DEVELOPED SITE DRAINAGE DATA MARK AREA (AC) C TC (MIN.) 16 (IN/HR) 1100 (IN/HR) Q5 (CFS) Q100 (CFS) COMMENTS OS1 9.8 0.46 15 4.86 7.98 21.9 36.0 TO DA -1 (ASSUMED IN PRE -DEVELOPED CONDITION) OS2 7.1 0.46 15 4.86 7.98 15.9 26.1 TO DA -1 (ASSUMED IN PRE -DEVELOPED CONDITION) 1 33.9 0.46 18 4.34 7.39 67.7 115.2 TO SOUTHLAKE BOULEVARD (WEST) OS1 +OS2+1 50.8 0.46 18 4.34 7.39 101.4 172.7 TOTAL TO SOUTHLAKE BOULEVARD (WEST) OS3 1.63 0.85 15 4.86 7.98 6.7 11.1 TO DA -2 2 22.7 0.46 15 4.86 7.98 50.7 83.3 TO SOUTHLAKE BOULEVARD (EAST) OS3+2 24.33 0.49 1 15 4.86 7.98 57.9 95.1 TOTAL TO SOUTHLAKE BOULEVARD (EAST) 3 1.47 0.302 15 4.86 7.98 2.1 3.5 TO SHADY OAKS DRIVE R (�60J 00 a vZ N 00 Z � °° ap aa_r�ao r= C14 ao h J z = 00 J Q Dp I Z I --- D X Z U Q Z LL_ a I o0 D Z� z o 0 z o 0 _ o �( \r U W to N � J W N .- W_ � ~ u U I W D Z O 5 � a s U 00 W I.- CD - m Q Q SHEET C1.02 Q W W rrye� V Y Q = LU _j Q V Q z z W U < W LL W 0 LL U � � � U O 3 W 3 O ~¢ LLLJ Z o Z � WVI JC�a� j 00 yNj Vl W 00 O Z Q O 0 0 N a- r-) WUtWN � z d Z boa W W Lio Z a J w W W Lnc It= C ~_ z 5 0 J zWQ M= t1�^ CC 1..1. Q = U 0 l.� CU) � Woza = Nli 0 0 = c \ LL . Cr Ln O N U U Y i t N \O Cr Z W Li 0 N z Lu 3 QL-j X 00 UP ~ Q 0 o v W I.- CD - m Q Q SHEET C1.02 39 33 15 16 38 37 � � / 1 l \ ' 60 \ \ \ 59 I 5� \ 1 \I\ \ 57 \ 56 \\\ \ \ \ \ 1 I \ \ \\ \\ \\ I \ \\ --1 � \OS1 36 _s'ulE. \ /yl\\\ N\ SOU T GE LAKES1 \ \ 1 I \ \ \ � I \ \I SE I 55 \ \ I 1 \ \ \ NET A SL E 467 P. R. T. C. T. OJ2 22 �\ I I 15' D.E. -� 35 / / I 49 1 1 50 - \ 51 5\2 \ \53 \ \ \\ I I \ \ \ ` \ \ HIGH POINT ADDITION / // 20'D.E. 1 1 I �\ \\\\\\ \ \ 54 \ \\� I-_ \\ \\ CAB�A PG. 6840 \\ \ \ \ \ P. R.T-C�.- - - \ 4 /' /' 48 I 1 /' \ \ f \ \ \ \ \ \\ \ \ 15' U.E. �J I \ \ \ \ \ \ \ \ \ 22' U.E. & D.E. - / / � - - - 5' U.E. & D.E. � � \ \ \ \ 1 07'36"E 222 --� --- -� -- - - - J --- -- T---- CF SEM C �s9 4 • � 49 / • ab/2' •z REQ' S�1RC0 •u2 5/ �p•CF C0� CSEMP�O 227`' RI�F\SE p� \ \ z -- e 7 NCFi9PQ'&� ., I \ \ \ \\ \ \ 12 \ \-- --- 792• \ �6�Z' / \ 23, I " >/ \ \ 225 61 60 5 \ \ \ \ \ \ \ \\ \ 1\ \ 1 \ \ I I,"\ 266 ,265\ / 1 \ \ \ 1 ^ \ \ \ \ \ \ \ \ \ \\ \ \� \f R \ \ \ \ \ \ \ \ 8 ✓ 1 1 \ 39 G.846 / / \ 264• / I \ R / i \ \ \ \\ \ \ \ \ \ \\\ \ \\ r \ \ \ 20' SANITARY\5EEEASEMENT I 1 \ D.R. T.C. T. / r 12 \ / �Q \ \ \\ \\ \\ \�\\ \ \\\ \ 21I`♦\� \ \ \ \ \ \ -24 // 4, ,o 1 \� I \ \ \ \\ \\ 1/2" ANT\\ \\ I / 66,\ 1\ \III /----\ \ \ \ LOT\\ I 71 / \ / \ \ I \ \\ O IRF I I \ /� I \ I��G H\ALL ADDITION / "\ O / / / \ \ 12 •784 / , \ \ \ 19 / \ \ I \ 1 \ \ \ \\ \ \\1 \ \ \ \ / CAB. PG\ 2877 \ \ \ \ \ °�', \ \ \ 21 ��\\�\\ \`J T.C.T.\ \ \ \ \ \ I \ CRESTSTONE GR UP LT \'- 11 I 1 (f1 \ \ \\ \\ \ \ \ \ \ 1 �i<9 / I' / 11111 I \ I \ \ \ �\ \ \\\� \ \ \ \ 23 \ \ \ [SOC. NO. D2131 6 •780 27 I 1 oND I 11 I - - \ \ \ \ I \ D. R. T. C. I� / / \ 7 + •2711' 1 I 94 I l l\ I ` POND - - - �� \ _ 8 I \ \ \ \ \ \ / \ 1/2" IRF \ \ 2731LOT 6 \ \ \ \ \ / 27 �27� ` \ 1 6 \ - - 4 0 77617 • %' \\ \ \ -"'e � 1391 /- \ •213 \ � / \ \ \ f 4 4 / \ \ \ \ - - / / P. R. T. C. T. /663.434 •I y \ - \ \21 \ \ \ 1 \ •774 / / I / / � ' I / , � / / 212 I \ \II \2 It I \I \ I 1 5 V \ 727731 I 1 / / 216 •z„ I ' I \ \ \ 2:\ 36 \ \ \ v 77 , , I\ \ \ 766, • •7 I I I , / ,' 1 1 ,' /' /' / - / - - �' 1 1 I :05 I I 1 \ I - - ) ` '/2" F \ \ \ / I 9 \ •806 7650 467 I t79 - 1 631I 256 76z• s, 769, / / / /'/ '/' / '/ { I /•/ I y o• D U. 8\ \ - / 1 ` \ \ \ \ L\0� / I 7. je 7 / ' / • /A� II ASL E 77 \ ` \ \ \ /�� \ 761 1763 1 ,4768 / / / / / / / / 18' / 19 / I I R.T. 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T.6 6 SSSS\ E 1 3EeT 1 \ \ \ 1 ,37: / / / / 1-1 /05 - O / \ 069 � \ I I I I I 1 I 0 S 4k '16 0s30 140a 1 405 1 1 39A• 1 \ \ \ \ �.R. 21 \\ \ \\ I - -/1340 I . , 65 / I \ \ •7� 1 \ I I `\ `°ti 6, \ \•3941 \ \ \ \ \ \ 31s, / / / / "•� ' 1 I I \ \ \ \ •� I 1 \ I 1 J92•� • / 103 / / 1 1 \ \ \ \ \ \ l 82 •� •,7 I 1 \ G ` \ / /I \ 70\"� HA 86 ADDITION 3¢ I \ I T , , 1400 \• 3 1 ,J93` � •346 \ •a 6 LO11 12 \ / / / / \ 387\ \ 78 \ •I2 \ \ \ \ \ \ \ \ \ •I J6 / / / / / / / •,32 • / / / / ^\ \ I BB �4 I I I LI 1 I I _� / ox / _�/ •67 • 386 • \\G. I 5 jr.4 3\ \7 ,• R 36\ 36s,\ \ \\ \ \ \ \ \ \ \ \\ X 6576 1 i /' / / / _ - - P. I •380 3 00 ,3fi\365•�� •36 \1 \ \ \ \ \1 \ 5/8" A ' / / / / / / / / / / 1 1 \ •63/ UTA DIN DE ETBA; K 79 \• \\ �} P.R.T.C.T. 37 \�7 ` 3%R •5 \ •,9 \ \ 1 1 •320 \ \ \ I / / / / / •13t C�� 1' \ \ \ \ \6354 • \ \ 3 • off • \ 136 j1 •316 \ \ \ 1 1 \ \ \\ \ \ /' /' / / 0 AB IADINq SETBACK1392 II \ •6\ ;�6 \359 \ / / •,o P.R. C.T.17 \ \ \ 11 I \ \ 1 1 X •�44 651.2 1 I I \ \ \ 1 DAA 1 !343 316 / • - I 6 \ I 1 , \ 3 35� .� T3,2 I I •IJ36 I I 1 11 \\ \ \ \ \ 1 I X31 - / �- / \ , y U.E.- SLI , \ \ \\\ \ 3 3 7 � \ \ 1 \ - 5 `_ / X25 126 / / t2 • � P 9 I I \ \ -s>r \ \ \ 9 ---- I7 --- s - APPROXIMATE / 48 _L F LANDES LITTLE BERRY G. HALL SURVEY, ABSTRACT N0. 686 BM 12856 CHK SUR Y LINE X040-062 Pre DA Map.dgn 10/2/2017 11:15:32 AM SCALE 1" = 100' iiii 0 50 100 200 N DRAINAGE AREA COMPUTATIONS BASIS: Q = CIA (Rational Method) Q = Storm discharge (cubic feet per second) C = runoff coefficient, based on land use I = average rainfall intensity for time of concentration (inches per hour) (per ISWM 2006) A = area contributing runoff (acres) RUNOFF COEFFICIENT: C = 0.30 Unimproved Areas C = 0.46 Single Family Residential (half-oc lots) C = 0.85 Commercial STORM FREQUENCY: 5 Years - Enclosed Pipe System 100 Years - Combined Enclosed Pipe System + Street + R.O.W. TIME OF CONCENTRATION: Combination of inlet time and time of flow in the drain being the time for water to flow over the surface of the ground to the storm drain inlet (onsite + offsite, if applicable) MINIMUM INLET TIME OF CONCENTRATION: Porklond, Undeveloped Land 20 minutes Residential, Single Family 15 minutes Commercial. Business 10 minutes LEGEND OS1 DRAINAGE AREA DRAINAGE DIVIDE FLOW DIRECTION ARROW DRAINAGE NOTES: 1. ALL DRAINAGE DESIGN TO BE IN ACCORDANCE WITH CITY OF SOUTHLAKE STANDARDS AND PER THE FORT WORTH DRAINAGE DESIGN MANUAL. 1) WEIGHTED RUNOFF C = [1.9(1.0)+32.0(0.30)]/33.9 = 0.34 2) WEIGHTED RUNOFF C = [17.9(0.30)+33.9(0.34)]/50.8 = 0.33 3) WEIGHTED RUNOFF C = [1.0(1.0)+21.7(0.30)]/22.7 = 0.33 4) WEIGHTED RUNOFF C = [1.63(0.85)+22.7(0.33)]/24.33 = 0.36 00vZ N V Z 2 °.° 00 aa_�xoo N h IK J �' z = 00 J co.� pp 1 z Z U Q Z LL CL � 1 00 D Z� Z o 0 Z o 0 _ o Z 00 �( \r U W co � J W r\ N 00 W_ � � u U 1 W D z � � O J � a S U 00 U Q CO PRE DEVELOPED SITE DRAINAGE DATA MARK AREA (AC) C TC (MIN.) 15 (IN/HR) 1100 (IN/HR) Q5 (CFS) Q100 (CFS) COMMENTS OS1 9.8 0.30 15 4.86 7.98 14.3 23.5 TO DA -1 (ASSUMED IN PRE -DEVELOPED CONDITION) OS2 7.1 0.30 15 4.86 7.98 10.3 16.9 TO DA -1 (ASSUMED IN PRE -DEVELOPED CONDITION) 1 33.9 0.341 18 4.34 7.39 50.0 85.2 TO SOUTHLAKE BOULEVARD (WEST) OS1 +OS2+1 50.8 0.332 18 4.34 7.39 72.8 123.9 TOTAL TO SOUTHLAKE BOULEVARD (WEST) OS3 1.63 0.85 15 4.86 7.98 6.7 11.1 TO DA -2 2 22.7 0.33 3 15 4.86 7.98 36.4 59.8 TO SOUTHLAKE BOULEVARD (EAST) OS3+2 24.33 0.36 4 15 4.86 7.98 42.6 69.9 TOTAL TO SOUTHLAKE BOULEVARD (EAST) 3 1.47 0.30 15 4.86 7.98 2.1 3.5 TO SHADY OAKS DRIVE 00vZ N V Z 2 °.° 00 aa_�xoo N h IK J �' z = 00 J co.� pp 1 z Z U Q Z LL CL � 1 00 D Z� Z o 0 Z o 0 _ o Z 00 �( \r U W co � J W r\ N 00 W_ � � u U 1 W D z � � O J � a S U 00 W I. - SHEET a 0 m Q Q SHEET C1.01 U Q CO Q 2 W Z W VI LLJ (�� v 'WWW'' Ir LU LU Q Q = J Qo W (LLLI V z W Ck: �oaW z_ LU O Z U U) Q LU O J w (nc~0 ~ U W z W � O LLJU I.L Q - m I� W I. - SHEET a 0 m Q Q SHEET C1.01 3 W . Z ~¢ l> z o Z W VI JC��� Vl W O yNj Z OON a. 00 r� z Qo W d W Ck: �oaW 00 Z L u W L.L ? Z �dioao Z O J w (nc~0 ~ W z W � O I.L Q - m LJ_ pZ�W � Woza Ln LJ = a.LJ ma Y � ~ Nli L4. LLP Q: c O N In N \O IL O W O LU N z :!j Z 3 Y v a 00 W ~ D � D t=•7 W I. - SHEET a 0 m Q Q SHEET C1.01 \040-062 Utility Plan.dgn 10/2/2017 11:16:21 AM I \ a Z N O 00 \\ J� Z v a0 00 Q_ 0 �xCN N ~, J V) ED U o , I� tb CONSTRUCTION MATERIALS AND METHODS SHALL BE PER NCTCOG W U Z - Q EXISTING 8" PHASE 1 SANITARY x SANITARY SEWER STANDARDS AS AMENDED BY THE CITY OF SOUTHLAKE a SEWER LINE z , Z CD DESIGN STANDARDS AND DETAILS W oWC)CD Z I I I uC"o z=oo \ I I I I I I I I I SCALE 1" = 150' O ;5z m I ILn PHASE LINE I I i II I I 0 75 150 300 0 �_ o0 I I I I l i i PHASE 1 SANITARY � � Z i I I I i SEWER LINE i a- I i i I I N U 00 H 8" WATER e F PHASE 2 -- WATER LINE ♦♦ ` i i PHASE 1 I ♦ WATER LINE PHASE 2 SANITARY , ``., _ X SEWER LINE �/ � r ♦♦ / - - _ w � I I I ; FH ♦ � � PP � / / R ♦ I �, Y z L / / Q % FH , EXISTING 12" = J WATER LINE I Ss I � W W z Z Z Lu O I / PHASE F 1 SANITARY J J UJ U� U J EXISTING 8" PHASE 1 I SEWER L INE PROP, WATE 1 °' VJ LL I SANITARY SEWER I O O w WATER LINE O J J O PHASE 1 SANITARY S -- - SEWER LINE w w U FH ♦, PROP 8" WAY ' PHASE LINE .` PHASE 1 " ANIT WATER LINE ♦ ♦ I � SS 55 1 101 z ----------------- J WTR. 10 20w ------------ ------------ UPSTREAM OF 0 20vi ----- rir SEWER SERVICE o L) W - - - - - E - _ _ _ _ _ - - LITTLE O. 20�" J J SAN. S W R AT z m=cn >- N > 0O 0 - - _ SURVEY LINE - - SURVEYILIN - - - _ _ HALL SURVEY, ABSTRACT . 686 - - - - - - HN T JOHN T BAILED SURVEY, ABSTRACT N0. 97 - - - - - - C E N T E R L I N E O F L O T �, �, 0 O N = Of C) Q Z EXISTING 20" cr V N N Q 0 00 d WATER LINE Z � ��-E TYPICAL LOT SERVICE CONNECTIONS woo : w Qoa� o -> w J w Lnzo J N.T.S. W z w Er ui Of � mzam S U Er L� Co - of Ea,z a =aoir = ~ m a LLJ Y O O O O = O 1.0O 50' R.O.W.`n I O Ncr L: CJ L: Y N O U m" 4.5' S' 15.5' 15.5' 6' o TYP TYP TYP TYP 2 Ln z WATER IMPROVEMENT NOTES SEWER IMPROVEMENT NOTES o 0 W 0 3 0 V X X 1. ALL WATER METERS WILL BE INSTALLED BY CITY PERSONNEL. 1. SANITARY SEWER LINES SHALL BE SDR -35. PVC PIPE. ONE JOINT OF 150 -psi PRESSURE RATED PIPE SHALL BE INSTALLED UNDER ALL FURNISH AND INSTALL WATER LINE CROSSINGS. O O w 2. FIRE HYDRANTS SHALL BE LOCATED OUTSIDE OF THE SIDEWALK IF WALK INTENDED. SANITARY WATER 2. PIPE NOT UNDER PAVEMENT SHALL BE BEDDED IN CLASS II, OR BETTER, MATERIAL AS SEWER 3. ALL WATER LINES SHALL BE PVC PIPE CONFORMING TO AWWA STANDARD C-900 SDR -18 DEFINED 1N ASTM D-2321, AND PLACED AS DIRECTED THEREIN. BACKFILL SHALL BE UTILITY SECTION MINIMUM, WITH NSF SEAL, PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH SELECT MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. PIPE, INCLUDING NCTCOG STANDARD SPECIFICATIONS. WATER MAINS TO HAVE A MINIMUM OF 42" COVER TO SERVICES UNDER PAVEMENT REQUIRES CEMENT TREATED SAND BACKFILL. NOTES' m TOP OF PIPE. SERVICE LINE CONNECTORS SHALL BE COMPRESSION -TYPE WITH STAIN- N.T.S. THE LESS STEEL TUBE LINERS. 3. AFTER COMPLETION OF ALL TESTING (IE: MANDREL AND AIR). CONTRACTOR SHALL PERFORM A TELEVISION INSPECTION AND PROVIDE VIDEOTAPE TO THE PUBLIC WORKS DEPARTMENT. 1. CONTRACTOR SHALL BORE EXISITNG TREES TO BE 4. ALL WATER LINES NOT UNDER PAVEMENT TO BE ENCASED IN SAND AND BACKFILL SHALL BE DEFLECTION TESTING SHALL BE PERFORMED AS SPECIFIED IN SPECIAL CONDITIONS. PROTECTED AS NECESSARY. SELECT MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. PIPE. INCLUDING 2. OPEN SPACE LOTS ARE ALSO DRAINAGE AND SERVICES. UNDER PAVEMENT REQUIRES CEMENT TREATED SAND BACKFILL. 4. A 2" HIGH LETTER "S" SHALL BE STAMPED ON THE CURB TO MARK THE LOCATION OF THE UTILITY EASEMENTS. SEWER SERVICES. 5. SERVICE LOCATION TO BE STAMPED ON CURB WITH 2" HIGH LETTER "W". 5. ALL SEWER MANHOLES SHALL BE 4 -FT. DIAMETER IN ACCORDANCE WITH STANDARD CITY OF ALL EXCAVATION. TRENCHING AND SHORING OPERATIONS SHALL COMPLY 6. ALL SERVICES TO METER TO BE A MINIMUM 1" SDR -9 CLASS 200 POLYETHYLENE. SOUTHLAKE DETAILS. WITH THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR, OSHA, 7. ALL SERVICES TO METER TO BE A MINIMUM 1" SDR -9 CLASS 200 POLYETHYLENE. 6. CONTRACTOR TO PLACE A 3/4" PLYWOOD FALSE BOTTOM IN ALL SANITARY SEWER MANHOLES "CONST. SAFETY AND HEALTH REGULATIONS". VOL. 29. SUB PART P. 8. CURB STOPS SHOULD BE TESTED FOR LEAKAGE AND FULL FLOW WHEN SYSTEM IS PRESSURE BEFORE PAVING CONTRACTOR BEGINS WORK. PG. 128-137, AND ANY AMENDMENTS THERETO. TESTED. 7. RIM ELEVATIONS OF THE FURNISH AND INSTALL SANITARY SEWER MANHOLES IN STREETS ARE TO BE !!! CRITICAL !!! 9. ALL FIRE HYDRANT ASSEMBLIES TO BE EQUIPPED WITH A 6" GATE VALVE AND BOX. CONSTRUCTED 18' BELOW FINAL FINISHED GRADES BY UTILITY CONTRACTOR AND ADJUSTED HYDRANTS SHALL BE INSTALLED WITH A FACTORY BASED PRIME COAT ONLY. HYDRANTS BY PAVING CONTRACTOR TO FINISHED GRADE AT TIME OF PAVING. EACH SHALL HAVE A LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE WILL BE PAINTED BY THE CITY. TYPICAL CONCRETE BLOCK-OUT CONSTRUCTED PER STANDARD DETAIL. AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR 10. ANY WATER VALVES LOCATED WITHIN PAVEMENT AREAS SHALL BE ADJUSTED TO FINAL GRADE 8. ALL TRENCHES SHALL BE COMPACTION TESTED AT THE RATE OF ONE TEST PER 300 L.F. IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING BY THE PAVING CONTRACTOR. THE PAVING CONTRACTOR SHALL CONSTRUCT A TYPICAL CON- OF TRENCH PER LIFT. LIFTS SHALL BE NO GREATER THAN 12 LOOSE. TESTS SHALL BE UTILITIES. BOTH HORIZONTALLY AND VERTICALLY. BEFORE o CRETE BLOCK OUT PER DETAIL ON SHEET. STAGGERED SO THAT TESTS OF ADJACENT LIFTS ARE NOT DIRECTLY OVER THE PREVIOUS THE COMMENCEMENT OF ANY FURNISH AND INSTALLATION. v) LIFT. 1F THE DISTANCE BETWEEN MANHOLES EXCEEDS 300 L.F.. A MINIMUM OF TWO (2) > 11. FIRE HYDRANTS SHALL BE EQUIPPED WITH 4-1/2" x 5" STORZ ADAPTER CONNECTION WITH TESTS PER LIFT SHALL BE TAKEN. THE TESTING LAB SHALL PROVIDE THE LOCATION OFui BUTTERFLY VANES. ALL RESULTS ON A PLAN AND PROFILE SHEET PRIOR TO TRENCH ACCEPTANCE. THE PAVING UTILITY RELOCATION NOTE: 12. WHEN A WATER LINE 1S BORED. THE CASING SHALL BE CAPPED AND VALVES ADDED ON CONTRACTOR SHALL NOT BEGIN WORK UNTIL THE CITY OF SOUTHLAKE HAS APPROVED ALL IF ANY EXISTING UTILITY POLES. POWER POLES. zz EITHER SIDE. TRENCH WORK. GUY WIRES. TELEPHONE UTILITIES. ETC. ARE FOUND 13. ALL FITTINGS AND BENDS SHALL HAVE MEGA LUG RETAINER GLANDS. 9. ALL MANHOLES SHALL BE VACUUM TESTED. TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS. SHEET THE CONTRACTOR SHALL CONTACT THE APPROPRIATE J 14. FOR VALVES INSTALLED 4 AND DEEPER. ADD EXTENSION WITH CENTER RING 2' OR LESS. 10. COAL TAR EPDXY IS REQUIRED IN ALL MANHOLES. UTILITY COMPANY AND COORDINATE THE RELOCATION OF I . O 11. ANY SERVICE TIE-IN TO AN EXISTING MANHOLE MUST BE CORED. ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY). \040-062 Utility Plan.dgn 10/2/2017 11:16:21 AM Tree Canopy Coverage Total site area 2,524,414 s.f. Total existing canopy 621,648 s.f. --> 24.63% Preserved tree canopy (green) 404,085 s.f. --> 65.00% Possible preserved tree canopy (yellow) 79,114 s.f. --> 12.73% Removed tree canopy (red) 138,449 s.f. --> 22.27% 621,648 s.f. --> 100.00% Engineer: Hamilton Duffy, P.C. 8241 Mid Cities Blvd., #100 North Richland Hills, TX 76182 Tel: 817-268-0408 Contact: Keith Hamilton Applicant: Hat Creek Development P.O. Box 92747 ; Southlake, TX 76092 817-329-3111 D E G L 0 R M E N T Contact: Kosse Maykus Planner: SAGE GROUP, INC. Master Planning Urban Design Architecture ' Landscape Architecture 1130 N. Carroll Ave., Ste. 200 24 MAY 17„ _ Southlake, Texas 76092 1 - 100 TEL. 817-424-2626 0 100' 200' 400' 36 II 47 N C p C I R. 5' U.E- BLA 3'UE. STERLING CIR. SOUTHRIDGE LAKES 55 I I OO ASE CABINET A DE 467 P.R.T.C. L i �� �� v 22 a° 32 O 35 i O 49 50 51 52 53 O HIGH POINT ADDITION 33 20' D -E- 54 \ \ CAB. A, PG, 6840 34 D.E. 48 15' J. E. I P. R. T. C. T. 22' U.E. & / / / 5' U.E. & D.E. N1'07'36"E / - 1.07' - - - - - - 12 3 _ ZE 16 17 18 19 �U - - .724 RF ME FE PO i C P \ \ R / 5 C 0' ence Lan e Esm . ti P - � / \ 40' REAR ETBACK \ O 40' REA ETBACK 40' REA SETBACK \ 10' Fence Landscape Esynt/ 2 \ - - - ��2� - - /illi=Z /7 �� - v� I ��- i -�� v v�P ��� v 20' 1`�e Pr�s�a�on Es-mt. i�� ��I v v i / / i II j %1 i �I� \ I A \ 20�TC iP�s� awn Es t �I 1 ► 1 I I i 19 6 15 @ \ / / V \ \ i \ \ \I , I L, \ I i ► 1 i I 43,568 s.£ t 1 vy // / �5 1 vI �> V \ \V j\ \� /v IA \ v �II 8 2U SANITAR6��SEWE846A9'ME T / 32 '� /�p I / \ V A b / I� A 28 /I I/ 4 \ \ VI v v �\�v 4 - Y 23.839 s.f. 1 / 3 2% \ \ I ��-1 -- / I A \ v v 4 15' U -E 36,265 s.f. �. - �/� '� 2373 £ y I 2 \ \ \ \ / L - _ �I \ O 1 / 2� � T� ��3,738 �If. 1 \ 5 I\ I \ \ I 21 I 20 2"� BENL - - - - -10' Pedestrian / / / 24,162 s.f. �' ¢�3 \ i / / 25,086 5.£ - - - \ \ L \ \ \ 125,887 s fV �43 \ I 2 30,075 s. 30,017 s.£ I Access Esmt. 29,024s/.fI ���_ L_\ _ 2'�315s�. ` 26,sf -_ I I \ / ri ♦ / \ 1 L ?�7,81� J� f�7� - I COT 7 18 -f / \ \ �/ I \ / v/a L tie /Ro ad C \ / ��� 54,303 s.f. R \ / /� x PT's A \ V oa � � \ l� L _ \ \ (2 _ 6 6 A DITION p �4 �1� / b - -- - 7- --- d � / � CAB. F}G. 2 77 �� I \ \ 30,047 s Emergency Access, Pedestrian P. IC. T. �ctess, Drainage, and Utility Esmt. L- Y a DOC. NOED21 8'i � P / � j/ 6-- \ L-- v O Y `° �� �_�� v - D R T Open i0 Im 11 1� z„ IRF iSpace \ ¢ 11 /� - - I Lot 7 \ / 7 \ \ sv Oen I / L \\\ 1 I 17 \ MF \ - - - / od 2\2 4 s. ♦ \ 22,776.. 1L \ o II II Space �I r 21Of. ��y260`��T�1 \ \ 14 I L 6 44,342 s.f. \ � i // p - 4.964 s.% \ 7,031 s.f. I 28,083 s.f. I _ - - I I 1 v Lot 2 ! L 0'' � I� �I I� �� V 1 1 I \ 3 �� / �Y - \ \ i ► / ��' A A 21,861-s.. =� R `DE 1352 ( I I / / I �V� �� 1 5 L34-34- 30,089 \ 30,089 s.f / / 'F / \ n _ 1 / I / I l I �"4 RF - \ 'T \ ♦ - �, P 2/2,791 s.f, i ISI 1� /L _ _ / / / \ I \ 25,773 s.f I 1/2" IRF \� /��/ ��` /� X�\ / 1 0� / ,/ �� I 1 I X62 7 -- �I D 1� IRF 16 - I I \ I I 43,586 s.f /I ��\ / II �� �/ _ JI \ ID I I _ 63.2---\---� / 3/ \ // / / / �/ o, /� cA�� oEz77 I J1 I/► COT 5 h 1 F„ RF \ / �/ / 2,81)1s.f. / / (� \ \ v v 3 �- - - / \ / EA ETBA6K \ \ E \ \ 33,214s.I / JAM/IES FR' A � / / �o I _ / --- \ / / AP E, SAS N D. ��Y/ \`� // / / I 3 I i 9 I / / -few-0�1 jPG. /%/ / �� �I� l _- �I - A 35REAR s,BAC� \ \��pa�e� •/ i / / / �T.C.k \ \/ / .25-,031 s� 8 / / 7 7- ''� �/ / / �I 3/8" IRF / FIRE �/ - _ / /- - �- -/ v V I E�3 EG E` ASEMENT \ -\ / / \ �9 EXISTING SSMH\ T 37 �� / / / / / / / / // \ / / / / ♦ DOC. No. D 05134511 I IM=636,751 �I I / / / ` / ,/ / / / I FuN)=6za.ozi 1,453 s. / / 29,549 m , R0ad B \ �\ 8,923 ;.£ / _ / D..r..T� o 32 30. t l r / �� s v� t o A/ / �/ �1 v '29, 32,_ �I /lam A FLOUT)=627,841 / / 1 / / / �/ i= / %1 v/ � ` / \ / / � � --\ / �j�Ii �/ i _ \ SAME Y x /�� / W � f I / / / / 31,217f 5 T / - \ /� 1 / / / / 3� 3�8 s.f. �/ \ �� Ped kE n .3 /- II // /-/ - i Mail io / / \ // / M \ 4 5 A smt. / J 11// / �/ / / '� 10W E. / / / 1 / I / /o�e/ / / - \ / J. 29,13 s.f. / I / \ U ABU SWD F431AC /s ac A /A I I �� -i* SSIo IV � ABASE � '��� ��° � � / -_- I i / 4' idew I �� s2 v \ of \ T4P / / \ ` T K BCP 1 / 6, 84 \ 7 I 11 65,458 s.f �ov� i 1 / \ Pedestn n Access -Gates \ I, / / P \ - �� 1 I s ✓v I V / C� _ vat \ t I \111 of / pen/� / / / •� ° / I I I \ �E�ne•n- / 8, 9 1 I Spac6 L / / \ ` a �l d '� I �' ♦ SLIDE 4 p Lo 6 �- 25' s E SETBACK \ �1991 y`\ �\ \ \\\ � 1 /\ . \ ��� /116, 02 S.f\ / / I /� I \ •�^ \ ABIA SLIDE 431 I\Z\70,F" I /. . 15' U -E \ \ / / / / \ \ �qC/< < J Prl�at AC ess \�%/' S/ e icl� Gates c I IAI D�T 1 \ 11\� \ \\ \ \ \ - �- J I\ \ ♦ \ \ / / / ■ / / / / / 4.J \ \III Q \ \ %y/ lDpcn S zcc a O of 10 75 s.f. Cl / �� 4rs.f. / //3 ,378 s.f. , 26,930 .f - - \ \ \ \ \ T \ \ I - _ Em rg hcy,lAcc ss, Pedestrian / / / j /III W �� S \ V - / �� - \ 2 40 f \ \ _ s , grafi age, and Utility mt. / / / a \ / / ST N G 0\ I Awl 1 // 21 5 4 \ z � � \ ` � � � � � / / •/ i� � � � � / � � ' P estrian Ac es , R. �. C��. Aa �e R V T P ♦ / �� 44 v 1 v T 4W i� Uti _ 1 / I \ \ \ °� \ \ s i 25,732 s.f. / \ \ I 1 es 10 / 26616 s. s tDr �1 3I29� i\ EkLL EL 39 NT \ 45 l� i % / �i \ \ / / / 7�� l �1 ���� 96 �°s V ` ` / , �/ 43 ��� v o v v / / �2 ► z4�v48 / v i ,012 s.f. I ! 2f400 �/ \ \ j P� III 25,380 5 . \ >> / / I \ BG H 0. 686 ADDITION ��� v , � � � � I I I / L TS 1 8c 12 ��i' �I�I � � / � \ � S I E 11 \ ace / \ C. Op n S a \ \ \ / i / _ \ Lot 1 \ \ E I I i i \� _ \ / 1,P68 s 4 JILDING ETBACK ► i < v / / CA A SLIDE 0111 �\l1/1 ti L�� � \\ \ \ \ I L L \ \\-?- / / / 0' UILDIN( TB I P.R-T.C.T. qt y\�' \ � � 16 s.f � l �\ Fide A rbvec Lirpited �ccess a� \ -\ . / z ` / I _ / A R r �o \ \ `�` \ \ Opp h 12 \ \ L I\ \Pl?en Bs DAA�� 1 \ \T \ pac� 1( LL eT f / 1 L I o� - - _� \ o \ \Ot 1 \ 0 1 / _ _ 289,01 s . c � \\\�� \ \ 1 ��� -\ - I- / - / _ / - CAB A SL \\\ LLL B fFe - % 7 - _ 8„ - - _ - - _ _ Pedestrian Access�e \ - \ _ _ _ - - 2AT L." Bt4fferyar - - - - -7 2 e \ \ O BM 12866 CHILL K ELEV. A L=-Vn.����_=�_���� WM REAL ESTATE, LTD D.R.T.C.T. 2 Tree Conservation Analysis Littleberry G. Hall Survey, Abstract No. 686 34 1/2" YCF RLG MMARCUS D. WAYLAND VOL. 6202, PG. 73 VOM. D.R.T.C.T. JOE V. SMITH VOL. 5740, PG.205 D. R. T. C. T. UNITY WAY CITY^ OF OUTHLAKE IIK 205010312 DO R. T. C. T. �P USCAPE �� 'euP�R �oRE T E THAI I R�I A \ PM! DRI�T �fO DREM 'k A�fER N \ D AP. P.TIERNS E sm[c sic Case No. ZA17-016 Crescent Heights Southlake, Tarrant County, Texas N�Ps��•-�lIyAI -� e Bill go- 4 ff y,CIIAMPIONS CLUEIST I v Case No. ZA17-016 Crescent Heights Southlake, Tarrant County, Texas