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Preliminary PlatDETAIL"A" SCALE: 1"=60' _v N O� DRAINAGE INAV',a9 EASEMENT v �'URAINAGE yW EASEMENT 1779 lb v 1ti / LOT 23 Y 07 a f LO 0 m 0 0 0 mr > o� mN o/ o� 0 z0 o� � M a' 00 W a0 M 0 0 O (Y g Of .. az DETAIL"B" SCALE: 1"=50' 125.00' 1 :I7 3 DETAIL"C" SCALE: 1"=50' WATER EASEMENT r10' PDE 14 13 _ DETAIL"D" SCALE: 1"=50' DALLAS GUN CLUB �� \ Vol. 79215, Pg. 1409 D. R. D. C. T. �\ T��\ CITY OF CARROLLTON SIR SIR CITY LIMIT LINE 1 2FI - CITY OF COPPLn�\\ \ `� �\\\\ _ f, / / 516.12' \ / = J \ \ c, LEGEND -\�� >` S ! BLOCK D r /LOT 9X /jam Nom/ \ �QPPE�L I I FIR Found Iron Rod ZONED: SF -7 \\ \\ \ \ / / / \ LAKEWOOD ESTATES 24 \�� �\\\� \ ! ) /( I/ / \ \ \\\ I I SIR Set 5/8 inch Iron Rod Vol. 94057, Pg. 602 - \\\ \ \ \�\ / I / - /FLOOD UNE / I/°s 100 Yr. Flood Elevation MFF Minimum Finish Floor 2 feet 291j47.5T 81.62' / 72.95' 26 // / i / / / \\ c / 20' ACCESS & FLOOD \ \ \ / / / \63'99 N 1 4.85 ( 20'UE ' / - / / \ \ // / above 100 year flood elevation) / PLAIN EASEMENT 25 \\ \ \ 1 /,J N 0 56 !'� 6 `- / / \ \ �) // /j PDE Private Drainage Easement Vol. 94057, P 602 \ w 1h Qogddd" F` 1A' \2 ;o g D.R.D.Cwer .T9 1` u' o N 4 0 i� •� BSE Base Flood Elevation �1 \ I oa „[). Z W JM450.4N MFF450.4 a) 5 ox / / / // '_\ \ % / o' .P ',+ + - �, n o L n MFF450.4N 1 // /( ( 2 \ // \\ / \ \/(Ill I INST.SNO. Instrument Number / a M .10 a 3 // / \ / 26 SIR S _846 389. 0 - ���1 No o 0 s \\ / ,o_ 'rn T� N' o N h \ 1 1 0•� /// \\ I 11 O. P. R. D. C. T. Instrument Number 20' ATER EASEMENT �� 11 0'� �EASEMLENT m �I N Mf7 *' \ s rIj 1 D. R. D. C. T. Instrument Number INST. NO. 201500057134 o 150.26 S. Z ^ ! o 'Fol G y Y \ 1 1 �I -WATER N 166.09' o /////// // \ .1 3 Vol. Pg. Volume Page I N EASEMENT m o = ti / � AIG \6g 11• 18`75 67.13{___ D. R. .C. T. Instrument Number co \ ao tii 15 O / �� 111 46"E 'S3' 36 F4 ! III SO moi' i9i \ / \� � All I B. L. D BuildingeLine u ut "� �/ /// \ 6 � - N84'25' il_1B 0 / \ 't\ BERM N �M±F�CF4450.4 750.4 LO O 18.76.53;32R...--_3Q.0Q.0 M 6 78Of 6X 51 3 SANIT RY SEW R EAS MENT 28 Vol. 3189, P .3940 - - -�MI asa4 / L3`'> "/` IIII / !/ %l�//�/��I // I I � �•/• o 1 N M w/ -n ;ya\m ^°�. O2•.Rd �>3 s'o'b1`� '�s.R' / \\ \\\\\\FFry95� 0 .49j / .R.D.C. Co. 29 Q9LAKEWOOD ESTAMM DA MFo Vol. 94057, P 2 \ ��/��\• A III )) N 4so.4 z 4so.4 p Fo ry 6 �i• S• `� / D. R. D. C. T. 125.00' 1�'�1 20'D IGE / I /� a �O.1 O .. Ory \ \ l !^ 45 4 �V^q p' ` \�>s R• 10 587.42'15"W J E s- .� II!lll \1- 77 Off. _i s' UTILITY 3 .93' h16 ;(!c. �i \ MFF45.4i / rn ZONED: SF -7 N \ \ \\ \ v 7� yry EASEMENT 60. 5_ .93' 29. 8 7,62• MFF450. \ \ ` 00 by 30 0 \12 0 41 0 \�'•, Q\ �3 a VARI BLE WIDTH 0 MFF4so.4 m I-\� \ II \\\ \\ `� p •�� 8' 1�5 FLOOD LINE-�� Ory ,�'� \ x by 9 \ ` \\ CCESS FLOOD PLAIN O \\Q� \\\v`� ^o '36 \ I e c's �a •.y �`��/ / X15 E EMENT- - r -Z I'� / L23\ ,� Vol. 9 P .602 \ \ \ \\ \ _ MFF45o.4^� ? / " 4 30° -SSE BY ,, \ � SEC�DETAIL "@a'- S' d 0 / 15' ACCESS EASEMENT ' /a I MFF o 4 / _ \ \ EASE NST. NO - --------- 9 ? �125.00'z � A 0 \ \ � \ \ P. .D.C. T. ., a \ �� �}. SEPARATE ryry O"3 .S / /.00 rn / \ 11 � �- Dom' Ott` CJS`' \C25 / INSTRUMENT O p. „y01r� S / - = o MFF450.4 Z / \ _ f'�PtifFL I 9• 1 I % _ � I O.P.R.D.C.T. O 31 0 \ MFF45 `0 �4ry1 125.0Q' EASEMENTS6' �w'\Or ,`. 12 / / Il// 32 v 10 / i// 2'ss / S6bi �= ��\ \ \ ` �8• 13 o MFF450.4 n �i/ii -�'�� 81. $ 11 2 56 E S I \� q\\\ �9 II h�O• / /i/ �__ \� \ 0 O\\\�. MF,F450.4 _ _5 6 unuTY �, /�p�y / 44' .75 9Q7, �\ Off\ \ / BL - 5' 10' E' EASEMENT Q8, ? \\ 20' WATER / r�: ' .�� �/ / oa 89. 7 ?E �\ \� \\ \ 6_, EASEMENT % /� /� A 134.65;1 iy,, / 020. s4/ L98 ss O \� \ '0&`\n\ / �` �2 'Lp. 0�1 r/�/ \\�y, �'1, �\\ 33o`° 4 S2 ^ \ \\� �'� \ S' 0 ' / / ��/ ///�j)�T�\�"x \\ \ 9 MFF450.4 SEE DETAIL „A,. "T49� j 23 G, ro ^rn 66• �\+.'\' \\ \ �_ - 4t27' .54' / /// DRAINAGE 89V / mMFF45o.z•q,0, 22 a M ,4/ S8' \\\ �\ MSA'NITARY -SE``ffE h h MFF,450.2 .n' O 21 �9 %.\ \\ \\ �\ \' 133 h �MFF450.2 MFF450.l 9 \\\\ \\ \ \ C \ \� \ \\\ \ 7� 19 n j\\\\ I 34 /� % , .:A' .67 "t ` O' 9 8.5 h'�F'�4i �. \ \ \\\iy \\\\\�\\ �� 6 Cq // r2ODRAINAGI� :a 0 �1 9 \ w. \ �\\ _ // // . \ \\.. N.ry ti x �� (�..,='� EMENT \\\�\BLbCK A ! \ ` ' -"0.2 7 (\ �• �\ - - -136 \\\\ \\1 \ C37 `C75uurr > \\ �� = ii 0rO \5' UTILITY si3�; ,�NQTE�__/5\/\\..V-�,�jD/Q„ __ CESS I E _o z 59 ,w �,2\8 .oP „eco' QV4.�?1 O 730 \\IIsLG -i ASEMENT / %135. 7%"� 6 0 FR\RN-�L�-�I \,54 O4 7 /� 1-MrF45o.2 '� !� S/ ¢ p P`��' y°��nv / ?6' X80 Vol. 94057: Pg. - 2 J / /MFF450. / ?`> 7 o %k ry �'47�� a R. „c* 7Q �)- I l 20' UTIL Y D.R.D.C.T. 9G �(- \\- •P ` 4 L82 BLOCK C o, / s II 381 1 cn �. N' p ¢/ / EASEME T _ I �n 7L /� \(� �'h v ^ 4 10 I I eF. y5 i /l III Vol. 94057, )Pg. 60 - - I I 124.37' J � MFi�aSo.z 2 M%F4so. h F G O �, 'S 17 P m s w ^ rn 13 h / % / / �( '►'') C try !v ,[\� MFF450.2 P �' .4/ M I D.R.D. T. I ' ( 125.00' / o X79 =ry //^ ,'y, �rfit � �' 16 y°j. %� - 14 � °�/ MFF450.z 6°`. + I % DfiAl� 1-4x-41 G o 6Q G/FF45.2 ry^ O^ _(` Q \ �ry ^^ MFF450.2 7 MFFy03 O c / I &SANITARY 37 l MFF�0.8 MFF 50.z I C l 4J 6` C3 i -\ �' N rp 15 - o s' unuTY �P '.�O I 8a J///// 00 SEWER EASEMENT r 5'x10' 50 _ �'6 C8 �"� ,wry = 1 0 O 9 /� �(f/ _ jo MFF450.2 :'� `�- z EASEMENT \ \ ////// �� �% V01. 85233, Pg. 3309] RANSFORMER:' EXI TING 100 Y 7 ra ry NG^ ^ 1 J' Fb@so.2 0 �. i S cZs a 9 s 12 \ / �7 0°/ ��//// O ,p.C.T. 1\ AS ` 5•/ 5' 125.00' N FL ODLINE \ y. P CO 7 , 38 s \ T u, 0 / BL /�/� B '`ry ^o. B.- 110 MtT450.0 0 / m 4 N? "".L` _ r� (/ /� C7 L11 'I O/d E / (n LAKEWOOD ESTATES 1 125 00', of � 6 �� - Vol. 94057, Pg. 60: r ` 5 N J �� o �MFF450.2 OI J Ss�.11 ,` - 20' O •'� •� 3 FF450.2 1 U /- L53�,2 Q 1 D. R. D.C. T. - . v' o \ / 2•'� `5 EAS nuTy_ =� 14 - - & A/ i MFF450.8 N rn 0 �• EM a J E CESS ( // (/// / 125.00' -@ \S =�° /^ J SAM AGC I^ Z 5' DRAINAGE m / �' r v a �� N1 P 1§� \ �I L�3-- �'2- CEJ -_! ENT�/ / d o / EASEMENT125 z '> z NIS 2 , 1'I �. c g 3 '/ y .I `�23� �'/ ° ^� /� EXISTING YR. - 40a I'sJ m m> JiFF450,8 4 \ N87 1 b 6 $N ii>. 4' /y j G E�- _ m 0 '�'• '� MFF z 1 o, Vol. 94057, P 6b2EASE MFF450.2 0 Q. o \f4 NT 9/ I 1� / a i 13 O / FLOODLIN g 125.00 v,G1 G / S MFF450.2 �, SEE�DETAIL 1ro� S -1 164.31 / O O 0�,It8 a ' a; ` 1 \nL✓ IJIII I 'zo, aEx I}- 0V5'x Sp2 Fs�9 Nl FORMER MFF450o 1 14LL M4S02 MFF449.EASEMENT6ooo_EE DETAIL 03 z o 15S (TYP)"E Q FF 0 mN �NM/FF4409.95 • 'W M450.2�� o 1 \\ N1 `1,25.00' 5' UTILITY MFF449.5 8742'15"E EASEMENTW ooMosp "➢��9o0 /1 \\ 90 V U 31 / MFF45o.� - et- - G / 01 / ( `'. / 1�A\\ w KIMBLE COURT ADDITION n 7 C7 9Y� C� - p O\� 92• ",p MFF45d8 L G ��' >. MFF44s.o Vol. 77213, Pg. 999 U4. II 15 B 0 \ v Os I-- D.R.D.C.T. .l� X51' �`- C42 3 `7 31. G G \ `L PRIVATE HOA X "Vd C, t �� \ o• F < <' y 0��1/00 Yr. FLOODPL%tt� �� �• e9 0 ��` / ^1 III III -' 5' WALL �'� � i � 32 � � s, ,� � \ \ ON ��.�� / �\ S• j \ 0 IIII I > & MAINTENANCE \!1V % �8 A G G \� ti MF 49.`Q i �/ o ��} VA �•. V A ��. 3 I I IIII Il 0 EASEMENT FOR f 1 1 X85 UTILITY /a'y \- J I 13_-06-3584R \\�\\ \ •'\ / / VIII IIID 6' MIN STONE 1) 450.8 ! G SCREENING WALL ib' l �, \ `� G \ EASEMENTS O. „ , .v �. �FF las.o I / / R€G$.R[llNG-.<,_ \\ \\ §8V-/-1 23 E 35.51 SIR \\� 1 +N 00 G N \ N N°y/2 . �.O AI G/F/ /DETAINING WALL - \\\ Y� N\ �� N� w LpOCKo 06 EDWARD COOK SU RV \ N / s, n�FF44s.o 5' RI A \\ \\ \\ ABSTRAcr ND. 3oa 3��- �� `LOT 1 �8 ( �. / 20' EMERGENCY - / / ,,OO O - s ' - °' �� CES : T4CIT \\ Cn \\ \ / Approximately Location ^ 7 ACCESS AND �- ( \\ �� V�\� �V g DAVID RACr _ uRVEv Si \ / DRAINAGE ESMT.-/ Q 141 e3s - - _(15' PAVEMENT)_ A �`/ $-� // ��\VA \\\ \V A I / �l/ 'QTY OF�GOPKI-V 0, QTY ��) SX. � 57133 \ \ \VA\V �A \�A I / / % D 20' DRA4 AGE TP&L EASEMENT SIR ( w !7A - - - ASEMENT / / Vol. 3964, Pg. 562///,///,/0/'17/ ' " DAVID MYERS SURVEY D.R.D.C.T. / \ \\\\\ !,2 LOT 2X ABSTRACT NO. 886 (// II / LOT 7X LL 50' TP&L EASEMENT SEE DETAIL "E" / s18F SLK .�°\� �" Sq �L67 PRIVATE HOA DETAIL LOT 3X SCALE: 1"=100' LOT 14 EASEM.-NT SI \ �_i 5 WALL MAINTENANCE & ACCESS EASEMENT FOR 6' MIN. STONE SCREENING WALL I Lot 1R: Block A l y\\\\�s\�__ �`OTy,p� AOR07 2 o3p11 'SIR \14� Q,�o.- -Delntost. No. k @ Sa dy Lake \ 1 I\IIII 20' 0EASEMENT DRAINAGE \ _ 125' TP&L EASEMENT O. P. R. D. C. T. . 5 Dheeraj & Kavltha Akula A1� 1 1 IVA\ i \ Inst. No. 20070087752 0 P R D C T O No Scale ale 13 VICINITY MAP SCALE: 1"=100' 0 50 100 200 NOTES: Z 5' UTILITY 1. ALL COMMON AREAS INCLUDING SCREENING EASEMENT THE SIDE BUILDING LINE ADJACENT TO THE WALLS & LANDSCAPING AND ALL DRAINAGE 110.0_ EASEMENTS WITHIN COMMON AREAS ARE TO 6 & 11 OF BLOCK B AND LOT 23 OF BLOCK C BE MAINTAINED BY THE HOMEOWNER'S F 125.00' 1 :I7 3 DETAIL"C" SCALE: 1"=50' WATER EASEMENT r10' PDE 14 13 _ DETAIL"D" SCALE: 1"=50' DALLAS GUN CLUB �� \ Vol. 79215, Pg. 1409 D. R. D. C. T. �\ T��\ CITY OF CARROLLTON SIR SIR CITY LIMIT LINE 1 2FI - CITY OF COPPLn�\\ \ `� �\\\\ _ f, / / 516.12' \ / = J \ \ c, LEGEND -\�� >` S ! BLOCK D r /LOT 9X /jam Nom/ \ �QPPE�L I I FIR Found Iron Rod ZONED: SF -7 \\ \\ \ \ / / / \ LAKEWOOD ESTATES 24 \�� �\\\� \ ! ) /( I/ / \ \ \\\ I I SIR Set 5/8 inch Iron Rod Vol. 94057, Pg. 602 - \\\ \ \ \�\ / I / - /FLOOD UNE / I/°s 100 Yr. Flood Elevation MFF Minimum Finish Floor 2 feet 291j47.5T 81.62' / 72.95' 26 // / i / / / \\ c / 20' ACCESS & FLOOD \ \ \ / / / \63'99 N 1 4.85 ( 20'UE ' / - / / \ \ // / above 100 year flood elevation) / PLAIN EASEMENT 25 \\ \ \ 1 /,J N 0 56 !'� 6 `- / / \ \ �) // /j PDE Private Drainage Easement Vol. 94057, P 602 \ w 1h Qogddd" F` 1A' \2 ;o g D.R.D.Cwer .T9 1` u' o N 4 0 i� •� BSE Base Flood Elevation �1 \ I oa „[). Z W JM450.4N MFF450.4 a) 5 ox / / / // '_\ \ % / o' .P ',+ + - �, n o L n MFF450.4N 1 // /( ( 2 \ // \\ / \ \/(Ill I INST.SNO. Instrument Number / a M .10 a 3 // / \ / 26 SIR S _846 389. 0 - ���1 No o 0 s \\ / ,o_ 'rn T� N' o N h \ 1 1 0•� /// \\ I 11 O. P. R. D. C. T. Instrument Number 20' ATER EASEMENT �� 11 0'� �EASEMLENT m �I N Mf7 *' \ s rIj 1 D. R. D. C. T. Instrument Number INST. NO. 201500057134 o 150.26 S. Z ^ ! o 'Fol G y Y \ 1 1 �I -WATER N 166.09' o /////// // \ .1 3 Vol. Pg. Volume Page I N EASEMENT m o = ti / � AIG \6g 11• 18`75 67.13{___ D. R. .C. T. Instrument Number co \ ao tii 15 O / �� 111 46"E 'S3' 36 F4 ! III SO moi' i9i \ / \� � All I B. L. D BuildingeLine u ut "� �/ /// \ 6 � - N84'25' il_1B 0 / \ 't\ BERM N �M±F�CF4450.4 750.4 LO O 18.76.53;32R...--_3Q.0Q.0 M 6 78Of 6X 51 3 SANIT RY SEW R EAS MENT 28 Vol. 3189, P .3940 - - -�MI asa4 / L3`'> "/` IIII / !/ %l�//�/��I // I I � �•/• o 1 N M w/ -n ;ya\m ^°�. O2•.Rd �>3 s'o'b1`� '�s.R' / \\ \\\\\\FFry95� 0 .49j / .R.D.C. Co. 29 Q9LAKEWOOD ESTAMM DA MFo Vol. 94057, P 2 \ ��/��\• A III )) N 4so.4 z 4so.4 p Fo ry 6 �i• S• `� / D. R. D. C. T. 125.00' 1�'�1 20'D IGE / I /� a �O.1 O .. Ory \ \ l !^ 45 4 �V^q p' ` \�>s R• 10 587.42'15"W J E s- .� II!lll \1- 77 Off. _i s' UTILITY 3 .93' h16 ;(!c. �i \ MFF45.4i / rn ZONED: SF -7 N \ \ \\ \ v 7� yry EASEMENT 60. 5_ .93' 29. 8 7,62• MFF450. \ \ ` 00 by 30 0 \12 0 41 0 \�'•, Q\ �3 a VARI BLE WIDTH 0 MFF4so.4 m I-\� \ II \\\ \\ `� p •�� 8' 1�5 FLOOD LINE-�� Ory ,�'� \ x by 9 \ ` \\ CCESS FLOOD PLAIN O \\Q� \\\v`� ^o '36 \ I e c's �a •.y �`��/ / X15 E EMENT- - r -Z I'� / L23\ ,� Vol. 9 P .602 \ \ \ \\ \ _ MFF45o.4^� ? / " 4 30° -SSE BY ,, \ � SEC�DETAIL "@a'- S' d 0 / 15' ACCESS EASEMENT ' /a I MFF o 4 / _ \ \ EASE NST. NO - --------- 9 ? �125.00'z � A 0 \ \ � \ \ P. .D.C. T. ., a \ �� �}. SEPARATE ryry O"3 .S / /.00 rn / \ 11 � �- Dom' Ott` CJS`' \C25 / INSTRUMENT O p. „y01r� S / - = o MFF450.4 Z / \ _ f'�PtifFL I 9• 1 I % _ � I O.P.R.D.C.T. O 31 0 \ MFF45 `0 �4ry1 125.0Q' EASEMENTS6' �w'\Or ,`. 12 / / Il// 32 v 10 / i// 2'ss / S6bi �= ��\ \ \ ` �8• 13 o MFF450.4 n �i/ii -�'�� 81. $ 11 2 56 E S I \� q\\\ �9 II h�O• / /i/ �__ \� \ 0 O\\\�. MF,F450.4 _ _5 6 unuTY �, /�p�y / 44' .75 9Q7, �\ Off\ \ / BL - 5' 10' E' EASEMENT Q8, ? \\ 20' WATER / r�: ' .�� �/ / oa 89. 7 ?E �\ \� \\ \ 6_, EASEMENT % /� /� A 134.65;1 iy,, / 020. s4/ L98 ss O \� \ '0&`\n\ / �` �2 'Lp. 0�1 r/�/ \\�y, �'1, �\\ 33o`° 4 S2 ^ \ \\� �'� \ S' 0 ' / / ��/ ///�j)�T�\�"x \\ \ 9 MFF450.4 SEE DETAIL „A,. "T49� j 23 G, ro ^rn 66• �\+.'\' \\ \ �_ - 4t27' .54' / /// DRAINAGE 89V / mMFF45o.z•q,0, 22 a M ,4/ S8' \\\ �\ MSA'NITARY -SE``ffE h h MFF,450.2 .n' O 21 �9 %.\ \\ \\ �\ \' 133 h �MFF450.2 MFF450.l 9 \\\\ \\ \ \ C \ \� \ \\\ \ 7� 19 n j\\\\ I 34 /� % , .:A' .67 "t ` O' 9 8.5 h'�F'�4i �. \ \ \\\iy \\\\\�\\ �� 6 Cq // r2ODRAINAGI� :a 0 �1 9 \ w. \ �\\ _ // // . \ \\.. N.ry ti x �� (�..,='� EMENT \\\�\BLbCK A ! \ ` ' -"0.2 7 (\ �• �\ - - -136 \\\\ \\1 \ C37 `C75uurr > \\ �� = ii 0rO \5' UTILITY si3�; ,�NQTE�__/5\/\\..V-�,�jD/Q„ __ CESS I E _o z 59 ,w �,2\8 .oP „eco' QV4.�?1 O 730 \\IIsLG -i ASEMENT / %135. 7%"� 6 0 FR\RN-�L�-�I \,54 O4 7 /� 1-MrF45o.2 '� !� S/ ¢ p P`��' y°��nv / ?6' X80 Vol. 94057: Pg. - 2 J / /MFF450. / ?`> 7 o %k ry �'47�� a R. „c* 7Q �)- I l 20' UTIL Y D.R.D.C.T. 9G �(- \\- •P ` 4 L82 BLOCK C o, / s II 381 1 cn �. N' p ¢/ / EASEME T _ I �n 7L /� \(� �'h v ^ 4 10 I I eF. y5 i /l III Vol. 94057, )Pg. 60 - - I I 124.37' J � MFi�aSo.z 2 M%F4so. h F G O �, 'S 17 P m s w ^ rn 13 h / % / / �( '►'') C try !v ,[\� MFF450.2 P �' .4/ M I D.R.D. T. I ' ( 125.00' / o X79 =ry //^ ,'y, �rfit � �' 16 y°j. %� - 14 � °�/ MFF450.z 6°`. + I % DfiAl� 1-4x-41 G o 6Q G/FF45.2 ry^ O^ _(` Q \ �ry ^^ MFF450.2 7 MFFy03 O c / I &SANITARY 37 l MFF�0.8 MFF 50.z I C l 4J 6` C3 i -\ �' N rp 15 - o s' unuTY �P '.�O I 8a J///// 00 SEWER EASEMENT r 5'x10' 50 _ �'6 C8 �"� ,wry = 1 0 O 9 /� �(f/ _ jo MFF450.2 :'� `�- z EASEMENT \ \ ////// �� �% V01. 85233, Pg. 3309] RANSFORMER:' EXI TING 100 Y 7 ra ry NG^ ^ 1 J' Fb@so.2 0 �. i S cZs a 9 s 12 \ / �7 0°/ ��//// O ,p.C.T. 1\ AS ` 5•/ 5' 125.00' N FL ODLINE \ y. P CO 7 , 38 s \ T u, 0 / BL /�/� B '`ry ^o. B.- 110 MtT450.0 0 / m 4 N? "".L` _ r� (/ /� C7 L11 'I O/d E / (n LAKEWOOD ESTATES 1 125 00', of � 6 �� - Vol. 94057, Pg. 60: r ` 5 N J �� o �MFF450.2 OI J Ss�.11 ,` - 20' O •'� •� 3 FF450.2 1 U /- L53�,2 Q 1 D. R. D.C. T. - . v' o \ / 2•'� `5 EAS nuTy_ =� 14 - - & A/ i MFF450.8 N rn 0 �• EM a J E CESS ( // (/// / 125.00' -@ \S =�° /^ J SAM AGC I^ Z 5' DRAINAGE m / �' r v a �� N1 P 1§� \ �I L�3-- �'2- CEJ -_! ENT�/ / d o / EASEMENT125 z '> z NIS 2 , 1'I �. c g 3 '/ y .I `�23� �'/ ° ^� /� EXISTING YR. - 40a I'sJ m m> JiFF450,8 4 \ N87 1 b 6 $N ii>. 4' /y j G E�- _ m 0 '�'• '� MFF z 1 o, Vol. 94057, P 6b2EASE MFF450.2 0 Q. o \f4 NT 9/ I 1� / a i 13 O / FLOODLIN g 125.00 v,G1 G / S MFF450.2 �, SEE�DETAIL 1ro� S -1 164.31 / O O 0�,It8 a ' a; ` 1 \nL✓ IJIII I 'zo, aEx I}- 0V5'x Sp2 Fs�9 Nl FORMER MFF450o 1 14LL M4S02 MFF449.EASEMENT6ooo_EE DETAIL 03 z o 15S (TYP)"E Q FF 0 mN �NM/FF4409.95 • 'W M450.2�� o 1 \\ N1 `1,25.00' 5' UTILITY MFF449.5 8742'15"E EASEMENTW ooMosp "➢��9o0 /1 \\ 90 V U 31 / MFF45o.� - et- - G / 01 / ( `'. / 1�A\\ w KIMBLE COURT ADDITION n 7 C7 9Y� C� - p O\� 92• ",p MFF45d8 L G ��' >. MFF44s.o Vol. 77213, Pg. 999 U4. II 15 B 0 \ v Os I-- D.R.D.C.T. .l� X51' �`- C42 3 `7 31. G G \ `L PRIVATE HOA X "Vd C, t �� \ o• F < <' y 0��1/00 Yr. FLOODPL%tt� �� �• e9 0 ��` / ^1 III III -' 5' WALL �'� � i � 32 � � s, ,� � \ \ ON ��.�� / �\ S• j \ 0 IIII I > & MAINTENANCE \!1V % �8 A G G \� ti MF 49.`Q i �/ o ��} VA �•. V A ��. 3 I I IIII Il 0 EASEMENT FOR f 1 1 X85 UTILITY /a'y \- J I 13_-06-3584R \\�\\ \ •'\ / / VIII IIID 6' MIN STONE 1) 450.8 ! G SCREENING WALL ib' l �, \ `� G \ EASEMENTS O. „ , .v �. �FF las.o I / / R€G$.R[llNG-.<,_ \\ \\ §8V-/-1 23 E 35.51 SIR \\� 1 +N 00 G N \ N N°y/2 . �.O AI G/F/ /DETAINING WALL - \\\ Y� N\ �� N� w LpOCKo 06 EDWARD COOK SU RV \ N / s, n�FF44s.o 5' RI A \\ \\ \\ ABSTRAcr ND. 3oa 3��- �� `LOT 1 �8 ( �. / 20' EMERGENCY - / / ,,OO O - s ' - °' �� CES : T4CIT \\ Cn \\ \ / Approximately Location ^ 7 ACCESS AND �- ( \\ �� V�\� �V g DAVID RACr _ uRVEv Si \ / DRAINAGE ESMT.-/ Q 141 e3s - - _(15' PAVEMENT)_ A �`/ $-� // ��\VA \\\ \V A I / �l/ 'QTY OF�GOPKI-V 0, QTY ��) SX. � 57133 \ \ \VA\V �A \�A I / / % D 20' DRA4 AGE TP&L EASEMENT SIR ( w !7A - - - ASEMENT / / Vol. 3964, Pg. 562///,///,/0/'17/ ' " DAVID MYERS SURVEY D.R.D.C.T. / \ \\\\\ !,2 LOT 2X ABSTRACT NO. 886 (// II / LOT 7X LL 50' TP&L EASEMENT SEE DETAIL "E" / s18F SLK .�°\� �" Sq �L67 PRIVATE HOA DETAIL LOT 3X SCALE: 1"=100' LOT 14 EASEM.-NT SI \ �_i 5 WALL MAINTENANCE & ACCESS EASEMENT FOR 6' MIN. STONE SCREENING WALL I Lot 1R: Block A l y\\\\�s\�__ �`OTy,p� AOR07 2 o3p11 'SIR \14� Q,�o.- -Delntost. No. k @ Sa dy Lake \ 1 I\IIII 20' 0EASEMENT DRAINAGE \ _ 125' TP&L EASEMENT O. P. R. D. C. T. . 5 Dheeraj & Kavltha Akula A1� 1 1 IVA\ i \ Inst. No. 20070087752 0 P R D C T O No Scale ale 13 VICINITY MAP SCALE: 1"=100' 0 50 100 200 NOTES: 1. ALL COMMON AREAS INCLUDING SCREENING 6. THE SIDE BUILDING LINE ADJACENT TO THE WALLS & LANDSCAPING AND ALL DRAINAGE STREET ON LOTS 1 & 15, BLOCK A, LOTS 1, EASEMENTS WITHIN COMMON AREAS ARE TO 6 & 11 OF BLOCK B AND LOT 23 OF BLOCK C BE MAINTAINED BY THE HOMEOWNER'S SHALL BE A BUILDING AND FENCE SETBACK. ASSOCIATION (HOA). 7. THE PRIVATE DRAINAGE EASEMENT ON LOT 8X 2. THE 100 YR FLOODPLAIN AREA SHALL SHALL BE MAINTAINED BY THE HOMEOWNER'S BE MAINTAINED BY THE HOME OWNER'S ASSOCIATION. ASSOCIATION. 8. THE BASIS OF BEARING IS DERIVED FROM THE 3. RETAINING WALLS ARE TO BE CONSTRUCTED EAST LINE OF LAKEWOOD ESTATES, RECORDED OF STONE AND MAINTAINED BY THE LOT OWNER. IN VOLUME 94057, PAGE 602, D.R.D.C.T. IF THE OWNER FAILS TO MAINTAIN THE WALL, 9. THE CITY OF COPPELL SHALL NOT BE RESPONSIBLE THE HOA HAS THE RIGHT TO REPAIR THE WALL IN ANY FORM FOR THE RETAINING WALL ABOVE AND ASSESS THE LOT OWNER. CITY HAS NO THE STORM DRAIN. SHOULD THE CITY NEED TO RESPONSIBILITY FOR THE RETAINING WALLS ON PERFORM MAINTENANCE OR UPGRADES IN THE PRIVATE PROPERTY. DRAINAGE EASEMENT IT SHALL BE THE HOA 4. SCREENING WALLS TO BE CONSTRUCTED (OR HOME OWNER'S) RESPONSIBILITY TO MAKE OF STONE AND ARE TO BE 6 TO 8 FEET ANY REPAIRS TO THE WALL. IN HEIGHT. 10. THIS SUBDIVISION PLAT IS NOT SUBJECT TO 5. NO PARKING SIGNS SHALL BE PLACED ON SECTION 13-9-1.G-20 OF THE SUBDIVISION THE SOUTHEAST SIDE OF BLACKBERRY DRIVE ORDINANCE REQUIRING AN EROSION HAZARD FROM SANDY LAKE ROAD TO THE EMERGENCY SETBACK ALONG THE FLOOD PLAIN AREAS." ACCESS DRIVE AND FOR THE WINDMILL DRIVE CREEK CROSSING. BLACKBERRY FARM ADDITION, PHASE 1 DETAILED PD "SF -9" LOTS 1-15 & 1 X, 8X, BLOCK A, LOTS 1-16 & 4X, BLOCK B & LOTS 1-239 & 2X, BLOCK C AND COMMON LOTS 3X9 5X9 6X AND 7X BLACKBERRY FARM ADDITION, PHASE 2 \ / / �`xe�, k6� \\` \\ OHpN° JACKSON LSURtVEY ABSTRACT N0/9a D E TAI LED P D „7„ ZONED: PD -235-0 0 \\\\ \ �� W. PERRY ABSTRACT NO. 1152 \ 61 G: ZONED: F-121 \\\ \\\\\ N8914 32 W 763.58 X01 moo' \ \\ 23.6 AC. LOTS 1-20, BLOCK D \\CITY OF CARROLLTON CITY OF CARROLLTON \\\�ol. 91226, Pg. 332 BEGINNING NG AND COMMON LOT 9X D.R.D.C.T. Q C5 BLACKBERRY FARM ADDITION BEING A 54.855 ACRE TRACT IN THE \\��\\ / / EDWARD A. COOK SURVEY, ABSTRACT NO. 300 \ a KO\\ \\ E T Q JOHN JACKSON SURVEY, ABSTRACT NO. 698 \ Gots' \\1 .5 \> , / DAVID MYERS SURVEY, ABSTRACT NO. 886 _ <\ \ 3 COPPELL, DALLAS COUNTY, TEXAS PERSIMMON - G 9 O \ 1 \\�\ a OWNER /DEVELOPER DRIVE 773 O Sk VA\k\A «.9 Y \ LOT 9 LOT 10 DETAIL LOT 5X SCALE: 1"=60' 5' UE -- 1 �--- 5' UE I I 5'x10' 50' ROW TRANSFORMER EASEMENT I AT LOCATION AS INDICATED I I I TYPICAL SECTION DENTON CREEK LAND COMPANY, Ltd. BLACKBERRY FARM, Ltd. 225 E. SH 121 NO STRUCTURES EXIST. Coppell, Texas 75019 NEW STRUCTURES PROPOSED 8-5200 FOR RESIDENTIAL SUBDIVISION. FAX 2 214-14-488-5255 KADLECK &ASSOCIATES s Division of i estw od Westwood Professional Services, Inc. westwoodps.com 2740 Dallas Pkwy., Ste. 280 Plano, TX 75093 Phone (214) 473-4640 Td Fes (888) 937-5150 TBPE Firm Reg. No. 11756 TBPLS Firm Reg. No. 10074301 JULY 03, 2018 JOB #8335 DWG NO: 0008335FP PRELIMINARY PLAT.DWG