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HomeMy WebLinkAboutS-1425 Map 1nT I�Irn01IATInAI TADI F LOT # SQ. FT ACRES LOT SQ. FT ' ACRES LOT RES LOT SQ. FT ACRES 1 10227 0.23 20 9240 0.21 39 4 58 8900 0.20 2 7170 0.16 21 9254 0.21 40 0 59 8905 0.20 3 7170 0.1622 9269 0.21 41 W44 0 60 8910 0.20 4 7170 0.16 23 9284 0.21 42 1 61 8915 0.20 5 7084 0.16 24 9298 0.21 43 1 62 8920 0.20 6 7737 0.18 25 12820 0.29 44 21 63 7779 0.18 7 12944 0.30 26 12986 0.30 45 21 64 7158 0.16 8 10911 0.25 27 12247 0.28 46 9129 0.21 65 7149 0.16 9 8724 0.20 28 9437 0.22 47 9112 0.21 66 7313 0.17 10 9093 0.21 29 9421 0.22 48 9096 0.21 67 15234 0.35 11 9108 0.21 30 9405 0.22 49 11846 0.27 68 10745 0.25 12 9122 10.21 31 9389 0.22 50 14970 0.34 169 17152 0.16 13 9137 0.21 32 9373 10.22 51 9822 0.23 14 9152 0.21 33 9357 0.21 52 71 7756 0.18 15 9166 0.21 34 9341 0.21 53 72 7113 0.16 16 9181 0.21 35 9325 0.21 54 !8886 M70 73 8551 0.20 17 9195 0.21 36 8743 0.20 55 74 8479 0.19 18 9210 0.21 37 9434 0.22 56 0 21 19 9225 0.21 38 15009 0.34 5 I nT r.IJRVF DATA I nT (`I IR\/F nATA rFNTFRI IMF r.tIRVF DATA CURVE DELTA RADIUS RC LENGTH CHORD BEARING CHORD DIST. C1 91'54'15" 150.00' 240.60' N46'O6.50"E 215.63'C2 92.06'46 75.00' 120.58' S46-13.05"W 108.00' Ill. Ill POSSIBLE ADDITIONAL DRY%RESERVOIR DETENTION IF ROBE T �D NRETENTION IS NOT AVAILABLE IN PIPING DISCH RGE ------ ---------- ------------- ----- 75 90798.6+1 .2 = 25.8 CFS7 76 8622 0.20 SQ 6.77 ACRES BOOK 96 PAGE 57893 /Ory�� - BOLT IN ASPHALT UNDEVELOPED RUNOFF 17.2 CFS BOOK 2003 I �• o 89'58'S E 35.80' 1 (found) DEVELOPED RUNOFF 20.9 CFS PAGE 085332 20' SEWER EASEMENT m0. 87'43'3 E 35.81' M. I NE CDR, T 1N, SE 1IN ALEVICI1"Y MAP 96-53047 0 2 BK. 99 W SEC. 28, T 1 N, R 13 W SCALE t"=2000't DEVELOPED TOC 22.8 MIN _ plpE G. 00391 BK. 6 PG. 43142 �1 FROM S.H. BEADLE DETENTION VOLUME 5,062 CU FT -0N ; E� 1 Y BROOK DR OS SURVEY DATE 6/03 © o A8 AS HALT _ -' - -----' BOOK 96 PAGE 66966 EXISTING 20' f z z^ 2. 6 ACR 5 -�_ _ --- - _ _ - SEWER EASEMENT l I �� 0 FSITE R NOFF 1 2• R -arE= _ -dq o T- - x m w o 8.6 CFS ound) ` - sVENIZ 4~ GLADYS LAMBERT REVOC TRUST - ' r - O 1 I O ~ ♦ ckss r 1 ! I z^ won I M 1 a l a w ^ 5'`,BU!W c OPF$ETj 1 ,';9 ^MPH" BOOK Ot PAGE 063702 NC33 1 a I O n I p'n 0 M a¢ 0 1 CO v° 1 ^ O �" \T'\�'' Lor' a `MI°D yl f n co Z rn ao " J v o r m rn Z m O_ ao v .- ` >\?vj B Qlr �� Qh T 7n 6r"r,% , " ROB RT DOZIER I IOI O O W W `- W Y 1 0. 1 a -I I I] 1 � W� �, ,``' 7187 ',04W `, rToN LOT 69 1 1 1' / / Irl W O X i :::. .:I M o o, w O 0 OOP I '>\T• I j�`� �`` ':� b BOOK 03 PAGE 070688 EXISTING 20' I I m _0 0 a a a a m a CD 0 z nN N ', fe__ BUILDING -' ,'1 , j; SEWER EASEMENT I w p a p n a = a z ¢ w ¢ SUM M �` 1'1 I, t c3 54 78' ! &133 r / ';1rr1 M 10' WAR EASEMEN / J o rn w cn Z N -- r a a O y.' J_ 7 r J %; ; ;' INST 0. 84-1363 11.78 ACRES I I I I �a sx zY ao yb zrn wT LJrn zm �Oa-3e�I•I"Vai3 \ g , 7;:F , ,,, r1 OFFSITE RUNOFF 23.9 CFS I I� :2 oo I oo I �o ( FF e� Y z 2 7 - 16.66 ACRES OJ 5 �0 zx x oY m100 �`` s - �', i;;,'' m ¢ k. o ¢ O O vri `, `K' �� _ w'__�_Z '�_-rf i 1'' r r n. 1C1 OFSITE RUNOFF 39.0 CFS I I X x m m m c0 PO 0 1 0 I o 1 o I= Y io o m �T�- �3d' �5�eu4� `or�6' 02g " ONES r--`--_ 15' DRAINAGE I ao) I I I Gg6e I CO om m m ooM `, �% i"'fTr, l ^ /?/ EASEMENT W 0 N a ca 0 - 0 T0.1.9r / i 300 15 DRAINA . i 2 m O� ~ I m O O Lot 7s_ cgLM ----- Wf 1 2" REBAR .-. , EASEMENT ♦ N 90'OQ OO E 924.2Ci R 1/4 R AR 0 ¢_ Ito no ear �4 I �• O _ I r O AP ROX. ST RM DR IN ' tg m --(fOOnd)- ' \` . t 8A'42'31" E 924 r I` 1 \ 1 A' I (found) 1 2 REBAR Z Z } tOt:s2;- . , ' �; f r '� so.DO' . toa.ot' ITT t I I \N 2:oD'o�"E '8 `,E798. 3 ;O LAY UT l,a,--- �' �o' L --� t M ♦ o N 9'42, 7 R Lb�Jts n -wp.ea 1 z, ' to \ I 6s.00 1 65.OjS' ! '`,65.00' 1` 65.0 I 6 00' C'sJ'`J' i'r-�-"f- ' t `,2sb '/ \ I•.. -,ri _ _ -ems -� \ I I I D -r•?` `,65.b0,' 5.0 �/ t+ twY Y `, C\ V.' Y `�M� - \` \ nd)`` __`� - 'I�- - I of m IO i1� -_ 1 B 0. t t i i`, --- - - Z �' 1---- .29'-{--ri-'` ,� �`` , - Lori av o,I - fi 00' I`, 65.b 2 " _ Innn\`•A •1 1n1 I 90'-- I ; - I 1 + 1, �p - i___90 !,„ '`, { t \1 \ , f.♦t QO {` 65.,0' i (65.00' S♦ _ A' 1�5a:aQ'``.!' ;850Q'�`y:' ;�__`_ oo._ `-, - nJ n---' i Ion a O M d�, ,Vo`OI LOT 41'aI1,J-'�•�ITrnO .- I 1 L4T 4T2 I e7 1 ," , N f, to � OLDlI n♦J , \+\I. \ \ t, -1.- `.L__�,+ \ 7 � �� ---,%10,i 0. . ^ I `Por 44 L8T ",4,yq �'` 1 ry o % /' t. ♦ `J ` ♦ ' ` '`I 't fx Z O,`� t LOT 39 4\ I a y I LI Y 43 a 1 a l OT,'4 1 LOT 47 1 '`LOT 48•� LOT 49 .1" +II , , ♦;w f, \ t >� , �, 1 al , r I I N `fr 'hay5b ,, ` `\ 'i°OI '' i ,l "III I : 7 1_- ���{�� `. �'Mro'\'' _� I'-'--`-' r ^ r,•S�IL, / 0 N ' `-- \ -T\ 71 '�{---- N a II 8F, i ,ti ,LOT\51 1 4 L0� ml , , yl + (( •V dT I 42 5= -- 00 \ 76.OD' ! i %I I 1 '' 1 1 ^J ^I - /\ i ,.,1 ♦ :�' ` b• \LQ�♦rrb 1\ `Ott Sli LOT 68 1-= _ - �_I N >n Irj ,. \ C1 14 ( ; } ; I , 1 .:I / "'v , . bl\ T1. . ,M11 ` d Lor •I LOT 60ri1'`. '2M '♦--_� _ -,. --_- " _-- %'�;' N c LEGEND I ttoo ,,; I I ♦ r4 P. 1 LOT bi ' L� IO 6' ( ,�: "I' I � � I♦ 1\ ♦ ,1 .L�` `♦.-.{, 1 Y 1 1ql( ( nf, .'_ rnl ,�')`l � n ____________J1'_ ,1 ',,LOTS W M \ - ` ♦ � \ � ' ,'a5 �u'T` ILAI G 01'f�ET . I' !i J 1 1 \, t 1 � `` \I ♦ 'l ♦ `J ♦ ♦ tt \ .. I `, � 1 __.r- �ni, �`� -'T�i �c' -r_.. - - ' Q ' i O � �o .'141, 1` Cl6 1$ 1 @4.99" ',64.99' 6 .99., 1 I --`T` { I ' `` ``` ``�f\`�`, 1`�1 t '�1 1 �I I - 1`�', c rn`,, J�., -----=v34•d - . ,' I OQ' t 1 'fl 64.991 `, 64.99' �A.99"` I -j -- / `, '♦--T-•'` ' i T• ` ytj LQr 74' - ^+ I+ '' - 89.2 n -ONE- -ONE- OVERHEAD ELECTRIC LINE F- ``„ I t 6d:99 74.74' T I •�1 t ,1 , 1, ., J25 I @ `. yoi-63-"_ 1�' �S'16 fi' SURVEY CONTROL MONUMENr �--r '10000' D Clf 9�49' \ �\86 p ��CC �t 1 ``S�T,�`,s���•`j��' �. ,�. � `- ,n. ------ -tr_ ----m-L_ --- - _ -= - C-- -'- -i � (T)PE AS NOTED) , � _L '7`II ` ` Wes' `,1 `,6rJ1,OO\ 1, '�$;Q `�$� (a' `,\` � �` , �.,` I 2 � jOrp'�-'�A -E- -E- - BURIED ELECTRIC TINE W O � ,TM;E� ___ - --_ Z - - �QQ `.DO: ``65.0 , CO a . , ` GS. i- �: L6j _..�i _ 65.0 I $ \ .' N \\,,,. i ' i �---, 'T - 'tip_ - _ 6I H, �-92r.36•' _J -__-�, ELEVATION BENCHMARK OR � a - tD C _ _ _ '_"'F - - �'_ --_ .z..i-_ -__u� _ 1 a , _ V) - - -G _ - - - _0- - - GAS LINE J `♦ :�Q \Ct7 ' 2O _ -- _-_-- _ - _- _ __ LOCATION OF 9UILDING FLOOR ELEVATION % FENCE O .� x , 64.99• `, 6' ♦ _ i " SURVEY BOUNDARY MARKER _ _ _ _ _ _ _ O '1��':. \ `� _ 1 _ I ', 4 9 _L,L..� 9t G4�99' I ` 64.99 7 4.99' 64.99' a6'14 6°" _- __ _ __ _- -_ _ _ T� ` ` `\ _ o� - - _ ,- - �A � �25II;A1 8 • N W \ F TYPE AS NOTED -K_ _ _ _ _ _ _ _ _ _ _ _ _ _ SANITARY SEMER LINE C78 I t9 J I �I I� tT�-`, i �_- 1 -I 9�.20, 6.00� 69-p' - --- - - -r - _ =�_' / _ W W n ( )---------- ¢ O , . t< /�- 1 9.09' L I `, `, I ♦ 1 1 `', ,, I I 1 \ I'_ ♦ I 11 40'',y'.,65.OD. ♦1 \ �QO`I, �T ;65.Ob.♦ `�'SOQ' .r 65..00`,`�``'---E_Ti_-T_r ll�.___,�T-'^=__ -_�-_ _ _ _ : w aO 5fT t/2- % 24' R®AR PROPERTY LINE m ` '`, - ,t t I I •`` I .�1 1 GI ♦ tl 6� `1 `¢5.00 1 65�00 _ I 6 65.01' r �-- -r S (.73 o! O O \ .. ♦, OF I I of 1 `, `, t, _ t l ', 1' ', 1 I \ \ 1V1 _.1 / (' I i3 I \ A �•I. 5' '` `I ,,_`,�`, Y I )1 6$.Ol'-�.J 65.C}C--y-__6.S.OJ,__ 1 C21 , ` -,C2 Ogg 1711 7 (UNLESS OTHERNISE NOTED) - _ RIGHT OF WAY LINE 1 ,tt I y1 , I •`I O ♦ .1♦ `` '{.� � >- STORM WATER MANHOLE ♦ _. +✓i/h p ro tlo i\ 1 i , 1 t` \ - I _ `, I ,, 1 •,�1 ♦ 1. ♦ `J \ , `"^ y�� 2 BUI ING OFFSET 1 - -r! 4 ' , _ w LOT 36,'ri I LOT 35 1 LOT J34It GO g� aO 1 1O t /-' I '� I Y ♦ ' . 1, ♦ ` 1 ` t`, I _ "1 C2�T-_ $ O ♦ 'Y "� I , a 1 a I ";'I ;LOT I31 .I LOl'`30 1 I I '\ a01 t , O{` pj 1. `� 1. ` I ♦ . I`. ♦ ' ♦ \%, ;, ,1 ♦ 1 _ F I� I- � _ _ - - - BUILDING SETBACK UNE ♦ ` \`` ,d' V• 1 LOT 28 a I ` `,N ` 1 ♦ `` 1 _ J_ ' 1 \// a O$ SANITARY SEWER MANHOLE "i, t ` i 1 �, a I -t07 29 1 \ Iri I '4 ,"j I LOT 26 '1 LOT 25 :ry I ` m I I 1`. ` ``Mi ' ` ` �� 1 \ `` `''t'x ` `.of 1 '` �`` `J 1 I I i 1 1 4 �_� _ \ ,Ilii '� Q a d _ - - __ -. - - _ - - ' , , ,. \ al M 'tOT LDT. 23 °I ,a., ♦', ♦` 3 \, 1. .I� �+ - 'I I 24. 9' - _ I I d - EASEMErr LANE `, `.♦```4,"3} '-`I. 1 1, 1,` _J `I ^1i�1 o-i ♦ �• al', `.a�`LPT �2N ,l"tindy`I `, LOT 7C�'L, `4�10 1. 'lOR,78�1`.�Ldi 1� hL0[16"rl `rnl nl <1 '�I .pi_ �1 1 �i I 'v N X" LIGHT POLE , .1 1 f` 1 T 15 ao I O I ♦ �1 ,c. ♦ `� ♦ 1. ♦^1 ♦V9 +--�rT: '$cl ` < �O p"t LOT 14a1 LOT 1301 LOT Jz '1 LOI-M pI OT 10 - LOT7 1` a`'1rn---_-_..-_.-----__.-_-- LOT UNE t ' _'♦ - ;r 1 1 ' _ \ \ 11 / ♦` X. 1 ``^� ,1 `j,�`�`` ♦`1 ♦ .cf. `[1` '-b. .`'.r �. `<1 al <1 gl - gl nl LOT ml\� m N >y °D, POWER POLE -. !! �________,_ 'I WY UNE { 65.00' f 65 ' 1.. -1-'- 1 \ 1; 1{. J Y ' 1 . '` 1 `.J-� ^ 1,. - -`� ' w •qo ss.o 1 / 1 0 I '1,` �F N ? FLOOD ZONE AE :w � •: •-. - - bis; Oa", ss. daY 1 '`,, _ . � `� `, , r � . � I 1 _ _ LOT• lip s _ Y F 1 1/2" REBAR `'1� N BTff3' a " 65'00 ' - - - ��$„03" 91.da' `•6 00"- t- 600"f+ 65 ' 1`` ♦`' It I ( . . 1 I 1 1 I I"6^ fi�----- `-' CO TPEDo TELEPHONE PEDESTAL G CURVE DELTA IRADIUS ARC LENGTH CHORD BEARING ICHORD DIST. C3 87'53'14" 10.00' 15.34' S4346'55"E 13.88' C4 92'06'46' 10.00' 16.08' S46'13'05"W 14.40' C5 06'00'30 97.50' 10.22' S89'16'14"W 10.22' C6 37*13*14" 97.50' 63.34' S67'39'22"W 62.23' C7 21'49'16" 97.50' 37.13' S38'08'07"W 36.91' C8 24'24'51" 97.50' 41.55' S15'01'03"W 41.23' C9 02'38'56 97.50' 4.51' S01'29'10"W 4.51' C10 91'54'15" 10.00' 16.04' S46'06'S0"W 14.38' C11 88'36'06' 10.00' 15.46' N43-37'59"W 13.97' C12 91'23'54" 10.00' 15.95' S46-22'01"W 14.31' C13 50'42'13" 25.00' 22.12' N62'34'56"W 21.41' C14 38*41'50" 50.00' 33.77' S56'34'45"E 33.13' C15 47'35'20 50.00' 41.53' N80'16'40"E 40.35' C16 54'25'03 50.00' 47.49' N29'16'29"E 45.72' C17 55'24'21" 50.00' 48.35' N25'38'13"W 46.49' C18 49 23'45' S0.00' 43.11' N78'02'16"W 41.78' found):�`�.:. N au 0,00 9 ;-=- L'•;�0' SHADED AREA AS SHADED AREA AS - Zg�-_?ga {fDlihd} - SCALED FROM FEMA SCALED FROM FEMA 296 ` PROPOSED 20' 14.34 ACRES 3 FIRM MAP, ACTUAL FIRM MAP, ACTUAL 100 YEAR FLOOD SEWER EASEMENT I UNDEVELOPED RUNOFF 31.0 CFS y� 100 YEAR FLOOD ELEVATION FROM LADYS LAMBERT REVOC TRUST BOOK 01 PAGE 063702 ELEVATION FROM 1 DEVELOPED RUNOFF 49.1 CFS r SAID MAP IS 289 FMD# 97847-01 SAID MAP IS 287 DEVELOPED TOC 19.3 MIN DRY RESERVOIR DETENTION IF DETENTION VOLUME 20,960 CU F DISCHARGE RETENTION IS NOT AVAILABLE 39.0+23.9+31.0 = 93.9 CFS IN PIPING 46PAGIS MONUMENT 2058 \` l ACCURACY PRELIMINARY SURVEYING ACC CERTIFICATE OF - _ lot correct) represents a boundary survey made or verified by me that - Brian A. Tnnel, hereby certify that this p y p all surveying requirements of the State of Arkansas and City of Little Rock SubdivlsiO Rules and Regulations have been complied with and filed for record as required. Date of execution rian A. Tinnel lssc''' { Registered Professional Land Surveyor No. 1438, Arkansas CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY U I, Max Byron Hicks, hereby certify that this plat correctly represents a plat made by me, and that he engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied wi.h. Date of execution Max Byron Hick Registered Engineer No. 8810, Arkansas CERTIFICATE OF PRELIMINARY PLAT APPROVAL All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and submittal to a preliminary plat having been fulfilled, approval of this plat is hereby granted, subject to further provisions of said rules and regulations. This certificate shall expire Date ri - -7 -O L% Signed, Date of Execution Little Rock Planning Commission CURVE DELTA RADIUS RC LENGTH CHORD BEARING CHORD DIST.C19 3554'07' 50.00' 31.33' S59-18'48"W 30.82' C20 50'42'13" 25.00' 22.12' S66'42'51"W 21.41' C21 38'26'12" 25.00' 16.77' S68-42'57"E 16.46' C22 22'01'28" 75.00' 28.83' N60'30'35"W 28.65' C23 39'36'51" 75.00' 51.85' S88'40'16"W 50.83' C24 41*4457" 75.00' 54.65' S47'59'22"W 53.45' C25 54'24'03 75.00' 71.21' S00'05'O8"E 68.57' C26 10'59'20" 75.00' 14.38' N32-4649"W 14.36' C27 38'26'12" 25.00' 16.77' S19'03'24"E 1646' C28 92'O6'46 10.00' 16.08' S46'13'05"W 14.40' C29 87'53'14" 10.00' 15.34' N43-46'55"W 13.88' C30 03'41'04" 125.00' 8.04' S02'00'14"W 8.04C31 75'32'15" 125.00' 164.80' N41'36'54"E 153.12' C32 12'40'56" 125.00' 27.67' N85'43'29"E 27.61C33 88'05'45 10.00' 15.38 N43'53'1O"W 13.91'C34 92'06'4E S2.50' 84.40' S46-13'05'W 75.60' '' Ir': I - - L - - - - -� _- \ _ FLOOD WAY AREAS 65:f)Q'' 65.CC• -1' 1' '" \ IN ROOD ZONE AE ,1 ;. ' .� L 65.�4 i �65.00' ! 65_00'�1 �1T` - -� %--51. - - Gas VALVE 4t7. _ ` ! i ' ` \` `` ` ♦S-$9'33t�3", la R - - O E 4E- OAS METER t� - ------- � � . - - -_ _ � W - 1" PIPE WATER VALVE APPROX. STORM DRAIN \ ` _--- ----' (found) ®Wm WATER METER LAYOUT -------- RIDGE SEPARATES BETTIE JOE KIRTLEY tS FH PRE HYDRANT NEWOOD INC. BOOK 96 PAGE 56739 -� SIGN BOOK 96 PAGE 57895 DRAINAGE AREAS POST OR POLE T t>O ," (TYPE AS NOTED) a "d1 �ol Property Description Part of the SE 1/4 of Section 28, Township 1 North, Range 13 West, Pulaski County Arkansas, being more particularly bounded and described as follows: Beginning a Bolt in the Asphalt (found) in the centerline of David 0. Dodd Road, being the NE Corner of the NE 1/4 of the SE 1/4 of said Section 28, thence S 00'09'42" W 654.17 feet a 1" Pipe (found), thence N 88'08'01" W 1347.49 feet to a 1" Pipe (found), thence N 87'43'03" W 924.17 feet to a 1/2" Rebar (found), thence t1ltnlmmlrrp N 01'55'06" E 329.97 feet to a 1/2" Rebar (found), thence o 4Yq O;r'"' S 87'42'31" E 924.28 feet to a 1/4" Rebar (found), thence S 87'59'58" E 798.73 feet to a 1" Pipe (found), thence '- N 00'40'04" E 329.81 feet to a point in the centerline of David 0. Dodd Road, passing a McCLELLAND'%•s�= 1/2" Rebar (found) on Tine at 300.31 feet, thence CONSULTING ;' = S 87'43'32" E 535.81 feet to the point of beginning containing 21.17 Acres more or less ENGINEERS J'e..` as surveyed by McClelland Consulting Engineers, Inc. in March 2004. No.24 tt,� SURVEYOR'S NOTES: 'Mmnn,mm HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE ASSUMED AND BASED ON PAGIS MONUMENT 2058. CONTOUR INTERVAL = 1 FOOT. FIELD WORK FOR THIS SURVEY WAS COMPLETED MARCH, 2004. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS BURIED UTILITIES AND SUBSURFACE STRUCTURES WERE NEITHER RESEARCHED NOR LOCATED FOR THIS PROJECT AND ARE NOT SHOWN ON THIS DRAWING. McCLELLAND CONSULTING ENGINEERS MAKES NO STATEMENT AS TO THE LOCATION NOR EXISTENCE OF ANY SUBSURFACE FEATURES. ANY CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT 1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. FLOOD INFORMATION: A PORTION OF THIS PROPERTY DOES LAY WITHIN THE BOUNDARIES OF A 100 YEAR FLOOD ACCORDING TO A FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) FOR CITY OF LITTLE ROCK, ARKANSAS, PULASKI COUNTY. COMMUNITY PANEL NUMBER 050181 0084 F. DATED OCTOBER 19, 2001. NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN, OF ANY PROPERTY CORNER MONUMENT. N ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEER S AT THE TIME OF THE SURVEY ARE SHOWN ON THE DRAWING, BUT NO STATEMENT IS MADE AS TO THE COMPLETENESS OF THE EASEMENTS SHOWN. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. SOURCE OF TITLE: JIMMY D. KENDRICK, EXECUTOR, WILLIAM E. JACKSON JR. ESTATE BOOK 96 PAGE 53047 DIMENSIONS FOLLOWED BY (R) ON THIS PLAT ARE PER THESE RECORD DESCRIPTIONS FOR THE PROPERTY. NAME AND ADDRESS OF LAND OWNER: JIMMY D. KENDRICK 4801 NORTH HILLS BLVD., APT. 1002 NORTH LITTLE ROCK, AR. 72116 NAME AND ADDRESS OF SUBDIVDER: HL LAND DEVELOPMENT 505 W. DIXON ROAD LITTLE ROCK, AR. 72206 THIS SURVEY IS FOR THE USE AND BENEFIT OF HL LAND DEVELOPMENT. NAMES OF ADJACENT OWNERS SHOWN ON THIS PLAT ARE BASED ON THE PULASKI COUNTY TAX RECORDS. NEITHER THEIR ACCURACY NOR CURRENCY IS WARRANTED BY McCLELLAND ENGINEERS. ZONING: THIS PROPERTY IS ZONED R-2, WITH SETBACKS AS SHOWN. CENSUS TRACT 24.05. PLANNING DISTRICT 12. ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR ERROR OF CLOSURE IN URBAN SURVEYS OF 1 PART IN 10,000. URVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT LITTLE ROCK PLANNING I PPROVED, SUBJECT TO THE AS NOTED IN THE PLANNI a MINUT CORD DATED BY: l DATE: GRAPHIC SCALE 50 100 200 400 ( IN FEET ) 1 inch = 100 ft. THIS S UPON IT. 2858.72 LINEAR FEET OF STREETS. f AVERAGE LOT SIZE 9451 SQ. FT AND MINIMUM LOT SIZE 7084 SQ. FT. PRELIMINARY PLAT 76 PROPOSED LOTS. McClelland JACKSON ESTATES PROPOSED WATER IS CENTRAL ARKANSAS WATER. nwvrr-_ IPn rn .cT RVF Consulting SUBDIVISION PH. 1 PROPOSED SANITARY SEWER IS LITTLE ROCK WASTE WATER. I I _ Engineers HL LAND Incorporated DEVELOPEMEN I Little Rock, AR Fayetteville, AR APPROVED DRAWN BY DATE SHEET N0. BAT JDM 4-6-04 1 SCALE JOB NO. FIELD BOOK 900 W. Markham 1810 N.College 1"=100' 1-1304-5805 TDS C:\SURVEY\04\04-5805\5805-S1.DWG