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Address Plat.PH1134.65' DRAINAGE & Oiy SANITARY SEWER 0 EASEMENT Oso 100 w 9 /GF S87042'1 5"W 140.00 r -p- 0')10.00' 165.74 0) 9.30' . 19.24'v �rS87°42'15"WT 3.37' 86.95' rn Cr v� 0000 �� O it 8 to �2 135.27' DETAIL"A" SCALE: 1"=60' 04 DRAINAGE 50�\ EASEMENT V 20 /1k° � DRAINAGE � � 1 EASEMENT 9 b \ LOT 23 DETAIL"B" SCALE: 1"=50' 4 IN 125.00' 1 j k� DETAIL"C" SCALE: 1"=50' DETAIL"D" SCALE: 1"=50' 7. 22-l� AO DATA TABLE FIR EXISTING ZONING: 5' UTILITY Z "7 EASEMENT PD "259R" SF -7 �0 96' p 7962. C,999 �f NO. OF LOTS: 110.0' _ r- 125.00' 1 j k� DETAIL"C" SCALE: 1"=50' DETAIL"D" SCALE: 1"=50' 7. 22-l� AO 26 SIF 20' ATER EASEMENT INST. NO. 2018000571 34 O.P.f�B-e:T-- 4 I I 27 3 SANIT RY SEW R EAS ENT 28 Vol. 3189, P 3940 to' E .R.D.C. - 29 LAKEWOOD ESTATES Vol. 94057,Pgg. 02 D.R.D.C.T. VARI BLE WIDTH 30 CCESS FLOOD PLAIN E SEMENT _ Vol. 9 Pg. 602 P. D. C. T. _ 31 N02017'L�1I 5"W 1173.81' '1 = 32 10' E; O 33 SEE DETAIL "A" ' 34 t - - 35 20' DRAINAG & ACCESS ASEMENT Vol. 94057, Pg. 2 20' UTIL Y D.R.D.C.T. EASEME T 36 Vol. 94057, )Pg. 60 - -- D.R.D. T. DRWRAGE I & SANITARY 37 SEWER EASEMENT Vol. 85233, Pg. 3309 D-£. i- 38 - 38 LAKEWOOD ESTATES Vol. 94057, Pg. 60211 D.R.D.C.T. _11 ' -' DRAINAGE / EASEMENT Vol. 94057, Pg. 602 39 "D.R.D.C.T. - -SEE DETAIL " 31 KIMBLE COURT ADDITION Vol. 77213, Pg. 999 D. R.D.C. T. 23 CITY OF COPPELL��` L1 O SIR ZONED: SF -7 24 LAKEWOOD ESTATES Vol.. 94057, Pg. 602 BFE D. R. D. C. T - 448.0 ACCESS & FLOOD r / PLAIN EASEMENT 25 \ OT 6X Vol. 94057, Pg. 602 W D.R.D.C.T. X46 38900' O WATER28 143.13' , I ill 72.93 V - EASEMENT O O' J SEE DETAIL "D" co o 14 P Cp 15 <v �Ov 20'DRAINAGE N �%! �` Q EASEMENT AdFF450.4 to p MFF450.4 ,�"� O) 0* Q ►005 loot °^�' Qq°� �C19, 089 ( 009 �' L13i ,X-/'",�� L39 ��4� Q a� 13 p M=654P, MFF -450.4 .� L133 (�O Q�C� �� \/'\ 01 �� O 125.00' 20'DRAINAG� L2' S87°42'15" EASEMENT � rr� REMAINDER 328.7 AC. DALLAS GUN CLUB Vol. 79215, Pg. 1409 D. R. D. C. T. CITY OF CARROLLTON CITY LIMIT LINE N89036'1 VE CITY OF COPPELL DATA TABLE FIR EXISTING ZONING: PD 259 PD 259 "7 26 g .92, PD "259R" SF -7 �0 96' p 7962. C,999 �f NO. OF LOTS: 54 LOTS* 0 LOTS* MINIMUM LOT AREA: 9000 SF 7000 SF �O 68. a w QIn rnV) 500 ` 0 V �o 100 FEET MAXIMUM LOT COVERAGE: I 4O (48%ORY)ORY) N j 0� Private Home Owner's Association N � CPj rn0) L15 \ 0 25' MINIMUM 00 SIDE YARD: 26 SIF 20' ATER EASEMENT INST. NO. 2018000571 34 O.P.f�B-e:T-- 4 I I 27 3 SANIT RY SEW R EAS ENT 28 Vol. 3189, P 3940 to' E .R.D.C. - 29 LAKEWOOD ESTATES Vol. 94057,Pgg. 02 D.R.D.C.T. VARI BLE WIDTH 30 CCESS FLOOD PLAIN E SEMENT _ Vol. 9 Pg. 602 P. D. C. T. _ 31 N02017'L�1I 5"W 1173.81' '1 = 32 10' E; O 33 SEE DETAIL "A" ' 34 t - - 35 20' DRAINAG & ACCESS ASEMENT Vol. 94057, Pg. 2 20' UTIL Y D.R.D.C.T. EASEME T 36 Vol. 94057, )Pg. 60 - -- D.R.D. T. DRWRAGE I & SANITARY 37 SEWER EASEMENT Vol. 85233, Pg. 3309 D-£. i- 38 - 38 LAKEWOOD ESTATES Vol. 94057, Pg. 60211 D.R.D.C.T. _11 ' -' DRAINAGE / EASEMENT Vol. 94057, Pg. 602 39 "D.R.D.C.T. - -SEE DETAIL " 31 KIMBLE COURT ADDITION Vol. 77213, Pg. 999 D. R.D.C. T. 23 CITY OF COPPELL��` L1 O SIR ZONED: SF -7 24 LAKEWOOD ESTATES Vol.. 94057, Pg. 602 BFE D. R. D. C. T - 448.0 ACCESS & FLOOD r / PLAIN EASEMENT 25 \ OT 6X Vol. 94057, Pg. 602 W D.R.D.C.T. X46 38900' O WATER28 143.13' , I ill 72.93 V - EASEMENT O O' J SEE DETAIL "D" co o 14 P Cp 15 <v �Ov 20'DRAINAGE N �%! �` Q EASEMENT AdFF450.4 to p MFF450.4 ,�"� O) 0* Q ►005 loot °^�' Qq°� �C19, 089 ( 009 �' L13i ,X-/'",�� L39 ��4� Q a� 13 p M=654P, MFF -450.4 .� L133 (�O Q�C� �� \/'\ 01 �� O 125.00' 20'DRAINAG� L2' S87°42'15" EASEMENT � rr� REMAINDER 328.7 AC. DALLAS GUN CLUB Vol. 79215, Pg. 1409 D. R. D. C. T. CITY OF CARROLLTON CITY LIMIT LINE N89036'1 VE CITY OF COPPELL LOT 7X )' DRAINAGE EASEMENT nU! 10' SIDEWA K //--`� SEPARATE INSTRUMENT 12 O UTILITY EA ENT V / D MFF450.4 CO I 131 ° 1©13 J o Z v d L24 `` 20' WATER EASEMENT spry 20' AINgG 125.00'z r �5'VSMLEI YEE DETAIL "B" `��BY SEPARATE INSTRUMENT h EASEE EAT 9 O t30 DRAINAGE �� Lj NT LOT 6X1-1 EASEMENT ! p MFF450.4 rn \ ' DONS �\ LT44 \ L157 p v I ER (ON Q �' (01 7 U) 5' U11LITY�/ �SEMENT Br �' 125.00' EASEMENT SEPARATE 00 v yo `�c, 7 INSTRUMENT SFF,QL \ o MFF45 4Oa1 �O 52'Sg'E. $80°12'556„ 0 9�'9 TO L31 I 0 5' unurY N / ,� 8j.44, 115.75 E S690 �0 TF �' L30 EASEMENT N " /�i J`� 89.08' +.. 1�2 5> \ , /�S` �S / 65' �' �� f o .%too- '44 L98 S �0 00 'G'Li�C `2)\ 29 p 134. t0� ° �ja ops °j ttO(o �v 55 y tit tiT 28 9 AfFF450.4 L49J�t�F� v/ 23 O I t l 0 2 F 12 DRAINAGE & I�s ;° P ° �0 22 '� ;° X658, LOT 7X �o MFF450.2 N �SAN{TARY SEWER `" h ADO MFF450.2 o`V� 21 r9 <� �, °o,� Cao R o _+�..�- r �\ ry ^ M 9 C S O' < / 7 ' _ ASE N f L187 t'o F'f ,EA,SEMFNT °, ` = h AD MFF450.2 � MFF450.2 '9/ 06-- 0, � 3 ' rn 5 N CiOg 700 Fy ti 35848 0 165.74' a� cT 8. `'�'0���" o,� S <' `s�,'P9� /CONSERVATION :3 W LOT 7X 9�G ---- 3 // �` C23 20 i ll8 �?� s Zig` y EASEMENT gy / 7p 7,11 MFF45 874 t6t c`n> ryOQ °`b � �' �yOF x SEPARATE �' -2 WATER EASEMENT \ 9� O \ 00 BLOCK A �---_ .; C24 w a �' 19 , ►� �� / wsrRrJME v in ^j ^0MFF450.2 ,� Oj �, NT ri\ 8 C37 nT C15 \0106 5' UTILITY �o5 Olv�Sjgtf� 5' UTILITY 8 0� N 5' EASEMENT ^ ) �ti / ,A F EASEMENT I �pI V O / iV1CD1/V�6 oryn, °�?��� C y. ) c SEE NOTE 3 NE 38 Q �v 2 0� f3 REGARDING I �- F'Lj r- �'� ^ 6 `° a _5g 62� /0�\ S �� �"�p�C,V��18..�v <j 5C 9 RETAINING WALL -$4 d j `S'� �� (� 135.27 1 (� MFF450.2 It O5 d 11 I v Ila l 75 vN o ' uT1 T � \�5� ry ���o�y� 0 62 ,C8 C$ O' � 'O EASEMENT 2S= �� y , o� ,, MFF450.8 87°42'15"E P N o 46 v` BU/vim "0 i l 0- ��`ria �� I l'1 G ,,�v 04 1 L82 g'.35 BLOCK C °O cy 8 o C/ CO /�/ c� 52. 3 S las 124.49q 00' MFF450.2 MFF450.2 h� 00 1 l l3NF ,�V 17 4 105 0.06' I (ot l cl �, ( q,.0 CP C79 (toll h MFF450.2 �� ON (4 b� a- w 1 2-(� M rn 13 h� u0 125.00' S p _� ^� 9 ,�^�`�' c 'Q/ '`\ �� 16 ;� I aoL 14 o N MFF450.2 071 v 1 a 1 6 J cD O 8p MFF450.2 °t>v O� 11( \ �C\=� MFF450.2 �y 1 5 j MFF450.2 O pc0 rp ��q v MFF450.2 C �b h 6 S 25 ° ,° 0 5' UTILITY �`b a'• 5'x10' MFF450.8 �� 5 >6 C A� �cl, 10 0 9 PF � �g�(��� N O t� MFF450.2 z EASEMENT t t p TRANSFORMER p EXISTING 100 YR. c9j MFF450.2 O� �� rl Fq C25 "'Yt '01 G'� � g o� y, O EASEMENT _ N 5.00 J O FLOODLINE� 0 S' ,. `�1p1 912 OO P 5' rj' 12 N ��'� ^O i e�s MFF450.0 Uj^ O Q 125.00' 4 0 o ZONED. PD'259R" SF -9 `a C, (i,CO�. C16 c1QQ, L11 110 Aga o0 BFE i 0 N r O C MFF450.2 p j D /� ���°+ h 447. U1 5 �j I ° oM t 1�D -P. BLOCK B Cj) 0 �O 232�MFF450.2 N X51 E' UnUn L53 G26 L40 N O & ORg1N �� 00 MFF450.8 W Cyd W p0 �°�' �'g Sj.. 1 I a t T �'"�``^-� -t- .i J q%'(` qGE (IV o rn i IZ 125.00' r`' LOT 4X 1, 2 Aj. F r �`s3- C29 L56 c2 < 1 ' 'E'A ss o z "2- U1 00 20' PRIVATE °� 11 �O MFF450.2 / ' ° z 125.00 " o In MFF450.2 0 o DRAINAGE r�h�' 11' �'1� �� `i0. l its �p G��. `14 6.61 g9 <ss sll- C^�, c> W /�,. o 5' UTILITY - EASEMENT 2 `� `��'. V ^�O /� r .0 4 , c LT < Q LL EASEMENT 5' U11UTY v �, l t( 1 �� G / (( 5 53 i 1- o p 1 (3 4 Z ASEMENT t 100 �1 �o �O EXISTING 100 YR. (ao3 � \' - w � CD mf 0.8 C? Q 125.00' Li80 N87°42'15"E �$ Qj� �� °Cp.MF X0.2 10 FLOODLINE O (107 7�� h 64.31 C G( t (O S > g ,� d SEE DETAIL J LIST 4 W b U Q Ta 2105 1 (O U G$'J �N� O°, � `�� fir` rn _� F4849.5cv O is 5'x 10' (a i U UJ �r T U » 125.00' o MFF450.2 O o 1 4 '�0 7 o g TRANSFORMER N 11r- 0 p t (�� a S MFF450.2 5 j MFF449.5 O O `� (p 01 f t l0�- O° OMFF449.5 d EASEMENT a� MFF449.5 Q V Y z° �7 V) TYP o 0 Q o a a wr4 8 a 01 p N87°42'15"E o �, 0 15 0 > �6� ' F`�°o -X-- , a !- o C,+ W MFF4502cP- �= �, S' 9 . X- �F to (oo 0 �P y N87°42'15" !V 125.00 o N 5' UTILITY �"��`��r5 9�t"OG�9i'� 10 cD Q �tQ" I a .r t ()�-( Op v W 16 EASEMENT '� k O�?��FS'G9 s MFF449.5 N N; O/ s z V r 1 OD P 00 MFF450.2 125.00 cn Q MFF450.2 (A �!' o?. \� L9Q I r1 1 ��. \ w o 105 PING J_ ?Y 9 P O' ��G e 2 V11 C8g ` ' /Uj 2 n 6v \L 7 C7 GA G Q� � 7 p MFF449.0 W MFF450.8 C 1 A 15 L\N� v A� 9� 131 51 'a1 G42 <. _----'''� G�1 G� `)� I t 13 SO. F u`O � PRIVA IWALL HOA 0"W vj, PROP. 100 Yr. FLOODPLAIN 03,;�0 �g �tK 70 5' UTILITY <sg i 6 G3 G (1091" �o 4 \.g a>, f� r'� & MAINTENANCE EASEMENT C' �- cry MFF449.0 o EASEMENT FOR 6' MIN STONE 1 ` N x' �' °' CLOMR CASE N0. F MFF450.d o1 G� 3 �$5 N 5 u11uTY N0 cP �, h 13-06-3584R SCREENING WALL io G N EASEMENT S 0 3 "' 0 58921'23"E 335.51' SIR �� G d'Ir W 1 y ltUl w N 2 Q N MFF449.0 20' DRAINAGE SEE REGAR REGARDING OFti \ y 3� $. a � MFF449.0• 05 BLOCK �o EASE NT SIR Lt34 �� ^0 `� `o' Ws l0 �Oo' �rO_ ALL O,y \ LOT 7X EDWARD COOK SURVEY r1 G��'� o�`'�� O�� 20' MERGE aO' MFF449.0 I 5 5 PRIVAT HOA MAINTENANCE, O� ABSTRACT N0. 300 3 �, 0 99.8 ACCESS, UTILITY EASEMENT ox Location _._-LOT 1 X ����J� ESS AND tJ c9,_ 84- F� DAVI , i co" ox' 'Ci //fig ABSTRACT N0: ` Sl 1001 A SMI- _ _ L5 -L4 / SIR - - ----(15 PAVEM.ENTZ _ _ /8 i C S- ti -- - - -- - �T co _ FtR - -1 CITY OF COPPkLL 10' PDE \ �. cINST. NO 201800057133 v MFF449.0 O.P.R. D.fc.T / 1 20' DRAINAGE L3 / / SIR EASEMENT Vol. EASEMENT <��3 l O 1 � D.R1-1 .D.C.T. Vol. 3964, Pg. 562 Sry a � `2_ h+ 50' TP&L EASEMENT SEE DETAIL "E" / w� S ALK 7R0� �v ��" PRIVATE HOA SEAS NT L67 5' WALL MAINTENANCE \ / ^ry o6 O C>) _ &ACCESS EASEMENT /i-� �' � i� FOR 6' MIN. STONE SCREENING WALL NCNSERVATII f �eZS -j a �' BYO SEPARAT�NEASEMENT Lot 1R, Block A INSTRUMENT AiSF��q�� > �__ _ 07h��' O 9. 2o'iTgeF `qOj_ Denton Creek 0 Sandy Lake 20' DRAINAGE LOT 7X 9 p p0 S?O �530�� /SIR ' °' Inst. No. 201200344284 ��68 EASEMENT -- _ "o 0 DETAIL LOT 3X O 0 Ui o SCALE: 1"=100' 0� D 00 w 0 M O O O 0' j ¢z DETAIL LOT 5X SCALE: 1"=60' O.P.R.D.C.T. 0,6a \ \ Dheeraj & Kavitha Akula L1 Inst. No. 20070087752 \ O.P.R.D.C.T. 561 w Nb / °QC�- V . o GOG� k Go�� 5' UE --►{ I �-�- 5' UE I t 5'x10'50' ROW TRANSFORMER EASEMENT I f I AT LOCATION AS INDICATED I TYPICAL SECTION 23.6 AC. CITY OF CARROLLTON Vol. 91226, Pg. 332 D.R.D.C.T. BFE 45.5 CITY OF COPPELL CITY LIMIT LINE ■ N89014'32"W 763.58' CITY OF CARROLLTON c(] 00 POINT OF BEGINNING T r. a m Z Q f- uj o � r 0D r� o } � SITE DATA TABLE FIR EXISTING ZONING: PD 259 PD 259 PROPOSED ZONING: PD "259R" SF -9 PD "259R" SF -7 PROPOSED USE: SINGLE FAMILY SINGLE FAMILY NO. OF LOTS: 54 LOTS* 0 LOTS* MINIMUM LOT AREA: 9000 SF 7000 SF �O Instrument Number O.P.R.D.C.T. (AT FRONT BLDG. LINE): 75 FEET � MINIMUM LOT DEPTH: 100 FEET 100 FEET MAXIMUM LOT COVERAGE: \ Z. 4O (48%ORY)ORY) P. HOA Private Home Owner's Association 3. CPj 3,000 SF L15 FRONT YARD: 25' MINIMUM �pIs SIDE YARD: S PART OF 46.071 AC. REAR YARD: 20' MINIMUM 012$ L116 J MAX. HEIGHT DENTON CREEK LAND CO LTD 2 1/2 STORY/35 FEET \ cn Ip Vol. 2003133, Pg. 1569 RESPONSIBILITY FOR THE RETAINING WALLS ON 121 014 PERFORM MAINTENANCE OR UPGRADES IN THE D.R.D.C.T. PRIVATE PROPERTY. DRAINAGE EASEMENT IT SHALL BE THE HOA 20' DRAINAGE (OR HOME OWNER'S) RESPONSIBILITY TO MAKE 4. ZONED: PD "2598" SF -7 EASEMENT BY SEPARATE INSTRUMENT to r� Jr OF STONE AND ARE TO BE 6 TO 8 FEET \ IN HEIGHT. 20' SANI. SWR. PER THE APPROVED PD CONDITIONS THIS EASEMENT BY 5. NO PARKING SIGNS SHALL BE PLACED ON \ LOT 7X )' DRAINAGE EASEMENT nU! 10' SIDEWA K //--`� SEPARATE INSTRUMENT 12 O UTILITY EA ENT V / D MFF450.4 CO I 131 ° 1©13 J o Z v d L24 `` 20' WATER EASEMENT spry 20' AINgG 125.00'z r �5'VSMLEI YEE DETAIL "B" `��BY SEPARATE INSTRUMENT h EASEE EAT 9 O t30 DRAINAGE �� Lj NT LOT 6X1-1 EASEMENT ! p MFF450.4 rn \ ' DONS �\ LT44 \ L157 p v I ER (ON Q �' (01 7 U) 5' U11LITY�/ �SEMENT Br �' 125.00' EASEMENT SEPARATE 00 v yo `�c, 7 INSTRUMENT SFF,QL \ o MFF45 4Oa1 �O 52'Sg'E. $80°12'556„ 0 9�'9 TO L31 I 0 5' unurY N / ,� 8j.44, 115.75 E S690 �0 TF �' L30 EASEMENT N " /�i J`� 89.08' +.. 1�2 5> \ , /�S` �S / 65' �' �� f o .%too- '44 L98 S �0 00 'G'Li�C `2)\ 29 p 134. t0� ° �ja ops °j ttO(o �v 55 y tit tiT 28 9 AfFF450.4 L49J�t�F� v/ 23 O I t l 0 2 F 12 DRAINAGE & I�s ;° P ° �0 22 '� ;° X658, LOT 7X �o MFF450.2 N �SAN{TARY SEWER `" h ADO MFF450.2 o`V� 21 r9 <� �, °o,� Cao R o _+�..�- r �\ ry ^ M 9 C S O' < / 7 ' _ ASE N f L187 t'o F'f ,EA,SEMFNT °, ` = h AD MFF450.2 � MFF450.2 '9/ 06-- 0, � 3 ' rn 5 N CiOg 700 Fy ti 35848 0 165.74' a� cT 8. `'�'0���" o,� S <' `s�,'P9� /CONSERVATION :3 W LOT 7X 9�G ---- 3 // �` C23 20 i ll8 �?� s Zig` y EASEMENT gy / 7p 7,11 MFF45 874 t6t c`n> ryOQ °`b � �' �yOF x SEPARATE �' -2 WATER EASEMENT \ 9� O \ 00 BLOCK A �---_ .; C24 w a �' 19 , ►� �� / wsrRrJME v in ^j ^0MFF450.2 ,� Oj �, NT ri\ 8 C37 nT C15 \0106 5' UTILITY �o5 Olv�Sjgtf� 5' UTILITY 8 0� N 5' EASEMENT ^ ) �ti / ,A F EASEMENT I �pI V O / iV1CD1/V�6 oryn, °�?��� C y. ) c SEE NOTE 3 NE 38 Q �v 2 0� f3 REGARDING I �- F'Lj r- �'� ^ 6 `° a _5g 62� /0�\ S �� �"�p�C,V��18..�v <j 5C 9 RETAINING WALL -$4 d j `S'� �� (� 135.27 1 (� MFF450.2 It O5 d 11 I v Ila l 75 vN o ' uT1 T � \�5� ry ���o�y� 0 62 ,C8 C$ O' � 'O EASEMENT 2S= �� y , o� ,, MFF450.8 87°42'15"E P N o 46 v` BU/vim "0 i l 0- ��`ria �� I l'1 G ,,�v 04 1 L82 g'.35 BLOCK C °O cy 8 o C/ CO /�/ c� 52. 3 S las 124.49q 00' MFF450.2 MFF450.2 h� 00 1 l l3NF ,�V 17 4 105 0.06' I (ot l cl �, ( q,.0 CP C79 (toll h MFF450.2 �� ON (4 b� a- w 1 2-(� M rn 13 h� u0 125.00' S p _� ^� 9 ,�^�`�' c 'Q/ '`\ �� 16 ;� I aoL 14 o N MFF450.2 071 v 1 a 1 6 J cD O 8p MFF450.2 °t>v O� 11( \ �C\=� MFF450.2 �y 1 5 j MFF450.2 O pc0 rp ��q v MFF450.2 C �b h 6 S 25 ° ,° 0 5' UTILITY �`b a'• 5'x10' MFF450.8 �� 5 >6 C A� �cl, 10 0 9 PF � �g�(��� N O t� MFF450.2 z EASEMENT t t p TRANSFORMER p EXISTING 100 YR. c9j MFF450.2 O� �� rl Fq C25 "'Yt '01 G'� � g o� y, O EASEMENT _ N 5.00 J O FLOODLINE� 0 S' ,. `�1p1 912 OO P 5' rj' 12 N ��'� ^O i e�s MFF450.0 Uj^ O Q 125.00' 4 0 o ZONED. PD'259R" SF -9 `a C, (i,CO�. C16 c1QQ, L11 110 Aga o0 BFE i 0 N r O C MFF450.2 p j D /� ���°+ h 447. U1 5 �j I ° oM t 1�D -P. BLOCK B Cj) 0 �O 232�MFF450.2 N X51 E' UnUn L53 G26 L40 N O & ORg1N �� 00 MFF450.8 W Cyd W p0 �°�' �'g Sj.. 1 I a t T �'"�``^-� -t- .i J q%'(` qGE (IV o rn i IZ 125.00' r`' LOT 4X 1, 2 Aj. F r �`s3- C29 L56 c2 < 1 ' 'E'A ss o z "2- U1 00 20' PRIVATE °� 11 �O MFF450.2 / ' ° z 125.00 " o In MFF450.2 0 o DRAINAGE r�h�' 11' �'1� �� `i0. l its �p G��. `14 6.61 g9 <ss sll- C^�, c> W /�,. o 5' UTILITY - EASEMENT 2 `� `��'. V ^�O /� r .0 4 , c LT < Q LL EASEMENT 5' U11UTY v �, l t( 1 �� G / (( 5 53 i 1- o p 1 (3 4 Z ASEMENT t 100 �1 �o �O EXISTING 100 YR. (ao3 � \' - w � CD mf 0.8 C? Q 125.00' Li80 N87°42'15"E �$ Qj� �� °Cp.MF X0.2 10 FLOODLINE O (107 7�� h 64.31 C G( t (O S > g ,� d SEE DETAIL J LIST 4 W b U Q Ta 2105 1 (O U G$'J �N� O°, � `�� fir` rn _� F4849.5cv O is 5'x 10' (a i U UJ �r T U » 125.00' o MFF450.2 O o 1 4 '�0 7 o g TRANSFORMER N 11r- 0 p t (�� a S MFF450.2 5 j MFF449.5 O O `� (p 01 f t l0�- O° OMFF449.5 d EASEMENT a� MFF449.5 Q V Y z° �7 V) TYP o 0 Q o a a wr4 8 a 01 p N87°42'15"E o �, 0 15 0 > �6� ' F`�°o -X-- , a !- o C,+ W MFF4502cP- �= �, S' 9 . X- �F to (oo 0 �P y N87°42'15" !V 125.00 o N 5' UTILITY �"��`��r5 9�t"OG�9i'� 10 cD Q �tQ" I a .r t ()�-( Op v W 16 EASEMENT '� k O�?��FS'G9 s MFF449.5 N N; O/ s z V r 1 OD P 00 MFF450.2 125.00 cn Q MFF450.2 (A �!' o?. \� L9Q I r1 1 ��. \ w o 105 PING J_ ?Y 9 P O' ��G e 2 V11 C8g ` ' /Uj 2 n 6v \L 7 C7 GA G Q� � 7 p MFF449.0 W MFF450.8 C 1 A 15 L\N� v A� 9� 131 51 'a1 G42 <. _----'''� G�1 G� `)� I t 13 SO. F u`O � PRIVA IWALL HOA 0"W vj, PROP. 100 Yr. FLOODPLAIN 03,;�0 �g �tK 70 5' UTILITY <sg i 6 G3 G (1091" �o 4 \.g a>, f� r'� & MAINTENANCE EASEMENT C' �- cry MFF449.0 o EASEMENT FOR 6' MIN STONE 1 ` N x' �' °' CLOMR CASE N0. F MFF450.d o1 G� 3 �$5 N 5 u11uTY N0 cP �, h 13-06-3584R SCREENING WALL io G N EASEMENT S 0 3 "' 0 58921'23"E 335.51' SIR �� G d'Ir W 1 y ltUl w N 2 Q N MFF449.0 20' DRAINAGE SEE REGAR REGARDING OFti \ y 3� $. a � MFF449.0• 05 BLOCK �o EASE NT SIR Lt34 �� ^0 `� `o' Ws l0 �Oo' �rO_ ALL O,y \ LOT 7X EDWARD COOK SURVEY r1 G��'� o�`'�� O�� 20' MERGE aO' MFF449.0 I 5 5 PRIVAT HOA MAINTENANCE, O� ABSTRACT N0. 300 3 �, 0 99.8 ACCESS, UTILITY EASEMENT ox Location _._-LOT 1 X ����J� ESS AND tJ c9,_ 84- F� DAVI , i co" ox' 'Ci //fig ABSTRACT N0: ` Sl 1001 A SMI- _ _ L5 -L4 / SIR - - ----(15 PAVEM.ENTZ _ _ /8 i C S- ti -- - - -- - �T co _ FtR - -1 CITY OF COPPkLL 10' PDE \ �. cINST. NO 201800057133 v MFF449.0 O.P.R. D.fc.T / 1 20' DRAINAGE L3 / / SIR EASEMENT Vol. EASEMENT <��3 l O 1 � D.R1-1 .D.C.T. Vol. 3964, Pg. 562 Sry a � `2_ h+ 50' TP&L EASEMENT SEE DETAIL "E" / w� S ALK 7R0� �v ��" PRIVATE HOA SEAS NT L67 5' WALL MAINTENANCE \ / ^ry o6 O C>) _ &ACCESS EASEMENT /i-� �' � i� FOR 6' MIN. STONE SCREENING WALL NCNSERVATII f �eZS -j a �' BYO SEPARAT�NEASEMENT Lot 1R, Block A INSTRUMENT AiSF��q�� > �__ _ 07h��' O 9. 2o'iTgeF `qOj_ Denton Creek 0 Sandy Lake 20' DRAINAGE LOT 7X 9 p p0 S?O �530�� /SIR ' °' Inst. No. 201200344284 ��68 EASEMENT -- _ "o 0 DETAIL LOT 3X O 0 Ui o SCALE: 1"=100' 0� D 00 w 0 M O O O 0' j ¢z DETAIL LOT 5X SCALE: 1"=60' O.P.R.D.C.T. 0,6a \ \ Dheeraj & Kavitha Akula L1 Inst. No. 20070087752 \ O.P.R.D.C.T. 561 w Nb / °QC�- V . o GOG� k Go�� 5' UE --►{ I �-�- 5' UE I t 5'x10'50' ROW TRANSFORMER EASEMENT I f I AT LOCATION AS INDICATED I TYPICAL SECTION 23.6 AC. CITY OF CARROLLTON Vol. 91226, Pg. 332 D.R.D.C.T. BFE 45.5 CITY OF COPPELL CITY LIMIT LINE ■ N89014'32"W 763.58' CITY OF CARROLLTON c(] 00 POINT OF BEGINNING T r. a m Z Q f- uj o � r 0D r� o } � SITE DATA TABLE FIR EXISTING ZONING: PD 259 PD 259 PROPOSED ZONING: PD "259R" SF -9 PD "259R" SF -7 PROPOSED USE: SINGLE FAMILY SINGLE FAMILY NO. OF LOTS: 54 LOTS* 0 LOTS* MINIMUM LOT AREA: 9000 SF 7000 SF MINIMUM LOT WIDTH Instrument Number O.P.R.D.C.T. (AT FRONT BLDG. LINE): 75 FEET 65 FEET MINIMUM LOT DEPTH: 100 FEET 100 FEET MAXIMUM LOT COVERAGE: a8d 148 STORY) 4O (48%ORY)ORY) P. HOA Private Home Owner's Association 3. MINIMUM DWELLING SIZE: 3,000 SF 2,400 SF FRONT YARD: 25' MINIMUM 25' MINIMUM SIDE YARD: 8 FEET 8 FEET REAR YARD: 20' MINIMUM 20' MINIMUM MAX. HEIGHT 2 1/2 STORY/35 FEET 2 1/2 STORY/35 FEET * ALL SINGLE FAMILY LOTS IN PHASE 1 ARE LOCATED IN THE PD "259R" SF -9 ZONED AREA, ONLY X LOTS ARE IN THE PD "259R" SF -7 ZONED AREA. 24.153 AC. CITY OF CARROLLTON Vol. 91226, Pg. 332 D.R.D.C.T. 125' TP&L EASEMENT Approximot,dy utr-n JOHN JACK O 1 SURW =Ist i' N0 6'. W. PERRY A.BSTRr;CI NO. ii5? CONSERVATION EASEMENT NOTE a. CONSERVATION EASEMENT RECORDED BY SEPARATE INSTRUMENT. b. ACCESS OVER THE PUBLIC EASEMENTS IS ALLOWED FOR MAINTENANCE OF THE CONSERVATION EASEMENT AREA. c. THERE SHALL BE NO DUMPING OR PUMPING OF WATER FROM THE RESIDENTIAL LOTS INTO THE CONSERVATION EASEMENT AREAS. d. A PRIVATE PEDESMAN TRAIL MAY BE CONSTRUCTED WITHIN THE CONSERVATION EASEMENT AREA FOR USE OF THE RESIDENTS AND GUESTS. MAINTENANCE OF THE TRAIL WILL BE THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION. DeFOREST T S1 7E d A � a4, SANDY LAK �i I No Scale VICINITY MAP NOTES: SCALE: 1"=100' 0 50 100 200 M.A.U.E. Mutual Access and Utility Easement 1. LEGEND FIR Found Iron Rod SIR Set 5/8 inch Iron Rod 100 Yr. Flood Elevation MFF Minimum Finish Floor (2 feet above 100 year flood elevation) PDE Private Drainage Easement BFE Base Flood Elevation SANI. SWR. Sanitary Sewer INST, NO. Instrument Number O.P.R.D.C.T. Official Public Records of Dallas County D.R.D.C.T. Deed Records of Dallas County, Texas Vol. Pg. Volume Page B.L. Building Line S.U.E. Sidewalk and Utility Easement P. HOA Private Home Owner's Association M.A.U.E. Mutual Access and Utility Easement 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 (OR HOME OWNER'S) RESPONSIBILITY TO MAKE 4. SCREENING WALLS TO BE CONSTRUCTED ANY REPAIRS TO THE WALL. OF STONE AND ARE TO BE 6 TO 8 FEET IN HEIGHT. 10. PER THE APPROVED PD CONDITIONS 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. SEE SHEET 2 FOR CONSERVATION SEE SHEET 3 FOR LEGAL DESCRIPTION & OWNER'S DEDICATION SEE SHEET 4 FOR LINE AND CURVE TABLES & LOT AREAS SHEET 1 OF 4 FINAL PLAT BLACKBERRY FARM ADDITION PHASE 1 -15, BLOCK A, LOTS 1-18, BLOCK B LOTS 1 & LOTS 1-23, BLOCK C. AND COMMON LOTS 1X -8X BEING A 45.646 ACRE TRACT IN THE EDWARD A. COOK SURVEY, ABSTRACT NO. 300 JOHN JACKSON SURVEY, ABSTRACT NO. 698 DAVID MYERS SURVEY, ABSTRACT NO. 886 COPPELL, DALLAS COUNTY, TEXAS OWNER/DEVELOPER DENTON CREEK LAND COMPANY, Ltd. BLACKBERRY FARM, Ltd. 225 E. SH 121 Coppell, Texas 75019 214-488-5200 FAX 214-488--5255 Westwood Phone (214) 473-4640 2740 North Dallas Parkway, Suite 280 TOA Free (888) 937-5150 Plano, TX 75093 WeStvv WPLCOM Westwood Profeslonal Senilae%llnc„ TBPE FIRM REGISTRATION NO. F-11756 TBPLS FIRM REGISTRATION NO. 10074301 FILED ------------- INSTRUMENT N0. ---------- O.P.R.D.C.T O.P.R.D.C.T. DWG N0: 0008335FP-PHASE 1 02-15-21.DWG JOB R00083.35.00