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HomeMy WebLinkAboutS-1425 Map 2LOT INFORMATION TABLE LOT SQ. FT ACRES LOT # SO. FT ACRES LOT # SQ. FT JACRES LOT # SQ. FT ACRES 1 10227 0.23 20 9240 0.21 39 14941 0.34 58 8900 0.20 2 7170 0.16 21 9254 0.21 40 8864 0.20 59 8905 0.20 3 7170 0.16 22 9269 0.21 41 8600 0.20 60 8910 0.20 4 7170 0.16 23 9284 0.21 42 9195 0.21 61 8915 0.20 5 7084 0.16 24 9298 0.21 43 9179 0.21 62 8920 0.20 6 7737 0.18 25 12820 0.29 44 9162 0.21 63 7779 0.18 7 12944 0.30 26 12986 0.30 45 9145 0.21 64 7158 0.16 8 10911 0.25 27 12247 0.28 46 19129 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 0.21 31 9389 0.22 50 14970 0.34 69 7152 0.16 13 9137 0.21 32 9373 0.22 51 11626 0.27 70 9822 0.23 14 9152 0.21 33 9357 0.21 52 8872 0.20 71 7756 10.18 15 9166 0.21 34 9341 0.21 53 8876 0.20 72 7113 OAS 16 9181 0.21 35 9325 0.21 54 8881 0.20 73 8551 0.20 17 9195 0.21 36 8743 0.20 55 8886 0.20 74 8479 0.19 18 9210 0.21 37 9434 0.22 56 8891 0.20 75 9079 0.21 19 9225 0.21 38 15009 0.34 57 8896 0.20 76 8622 0.20 LOT CURVE DATA CURVE DELTA IRADIUS ARC LENGTH CHORD BEARING CHORD DIST. C3 8753'14" 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' SII6'14"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 2424'51" 97.50' 41.55' S15'01'03"W 41.23' C9 02'38'56" 97.50' 4.51' S01'29'10"W 4.51' CIO 91'54'15" 10.00' 16.04' S46'06'50"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' N6234'56"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' N8011 40.35' C16 54-25'03 50.00' 47.49' N29'16'29"E 45.72' C17 55'24'21" 50.00' 50. OW 48.35' N25'38'13"W 46.49' C18 49-23'45" 43.11' N78-02'16"W 41.78' LOT CURVE DATA CURVE# DELTA RADIUS ARC LENGTH CHORD BEARING CHORD DIST. C19 35'54'07 50.00' 31.33' S59"18'48"W 30.82' C20 50'42'13" 25.00' 22.12' S6642'51"W 21.41' C21 3826'12" 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 3936'51" 75,00' 51.85' S88'40'16"W 50.83' C24 41"44'57" 75.00' 54.65' S47'59'22"W 53.45' C25 54'24'03 75.00' 71.21' S00'05'08"E 68.57' C26 10'59'20" 75.00' 14.38' N3246'49"W 14.36' C27 38'26'12" 25.00' 16.77' S19'03'24"E 16.46' C28 92'06'46 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 8.04' C31 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 127.61' C33 88'05'45 10.00' 15.38' N43*53'10"W 13.91' C34 92'O6'46' 52.50' 84.40' S46-13'O5"W 75.60' 73HRd:7lt0 11:1111115il111l iVAOWI17\r_1 CURVE# DELTA RADIUS JARC LENGTH ICHORD BEARING 1CHORD DIST. C1 91'54.15" 150.00' 240.60' N46'06'50"E 215.63, C2 92'06'46' 75.00' 120.58' 1108.00' II VNPOSSIBLE ADDITIONAL DRY`�4RESERVOIR DETENTION IF ROJE ND T RETENTION IS NOT AVAILABLE IN PIPING , I / I UIJut- Nlit / 1J 8.6+1 .2 = 25.8 CFS " 6.77 ACRES BOOK 96 PAGE 57893 /��h�l� $9"58�5 " E 35.80' BOLTdj ASPHALT (founUNDEVELOPED RUNOFF 17.2 CFSLBOK 2003 20' SEWER EASEMENT W m� ^ 87'43"3 I NE COR, NE 1/4, SE 1/4 DEVELOPED RUNOFF 20.9 CFS E 085332 E 35.81 M I VICINITY MAP DEVELOPED TOC 22.8 MIN 96-53047 a �' BK, 99 ) W SEC. 28, T 1 N, R 13 W SCALE 1"-2000't _ _ » Q BK. PG. 43142 PIPE G. 00391 A FROM S.H. BEADLE DETENTIOti VOLUME 5,062 CU FT -0H E J \ _ 1 Y BROOK DR SURVEY DATE 6/03 o AVID O'DODD ri � _ ,oHf HE EXISTING 20� I I I z z 2. 6 ACR S 8' AS HALT _o• _ I --__-,_- _ BOOK 96PAGE66966 SEWER EASEM=NT I l �-- 0 FSITE R NOFF-------- IL- - 0 0 1 2»oeE- ( l o I m w o 8 6 CFS ound)-------�f �. s '- =o GLADYS LAMBERT REVOC TRUST cG ~ §� BOOK Ot PAGE 063702 NC33 l I I c� I I z n I w n I n I a a I J f �♦ euLLO GET,m1 I( I o I o� I CI) 10 cTm o I no m0, I n a I •�� `95'; at J :'25 MPH" S o I m I rn I r rn r1 n m _ `, `byr LOT 5e '`!1?Ir °'Z0� .-m yCr I I In �w w wy n ¢m I I tE'':'11:, I l� o w n I ° I °" , \ml 41N Lor sa dr 'WT 7a% arr: , p°` v ROB RT DOZIER O m O x m roa0 I>D '", r 87 4c1 rro_ / I I EXISTING 20' I I Y o O¢ ¢ O cwD a o m w v w o w w w z _Oi '' I 1 \ IN I�`. 1, �° ' "% O BOOK D3� PAGE D70688 / l I SEWER EASEMENT I m a o o ¢ a ¢ o nN i^ - l ¢ a_ ¢ m (9 GO N icVBUILDING w w w m moo_ Z ¢ ¢ wM Ih { I _ CS 52&'� g1.,3d, ; 1r,' p 11.78 ACRES l l I I < Mal W 0) z N -- o x a o a 3 w I`�1 ` '`• ^l -_ I�,/ T��- - ," . r1 10' WAITER EASEMEN LG . , \ �; ,;.; �0 a S ¢ o w 10 w 10 w m 3 m 1r- ¢ , iy�.l16 \ - r M INST I10. 84-1363 OFFSITE RUNOFF 23.9 CFS / I ¢o zy p F IgS Y° p° rn zrn a: e I•' ,2 �i Jo'' ` /'% 16.66 ACRES II I p I o o m y JF 5° y z y = 3 o to d a 3 s. _ pQ _ OF�SITE RUNOFF 39.0 CFS I I o 0 o I o p y y o', 4 1 4di7,�/r(' / .J GO m m ¢ O I I 7 O ¢ O O rn N O ,{y �� s-ter- ^ __�� .' ,! , _ 15' DRAINAGE I m y I 3 m G\ PG ¢ o I o I o I o �x m '`tor �a^ ,c' 46.47 i �_ , r 1'; ' 7; 1/2" REBAR i 300 r 15`DRAINA EASEMENT ' I Wo I I I Go6e I wra O07 m m oyMd ♦� Cad 2W 02 L� 4 , , , ,'If12'T50 % off -_-_,(iaUnd) °'-�` �,� EASEMENT `` w 9orop'00" E92446�60'p ( I 1/4' R AR 004- z I I I h0��� - '-r- LOT]s i"' tar- k�, �r �' I o r- -r1 8)i'42 31 E 924�♦A' ¢ - ' I found t 2 REBAR AP OX. ST RM DR IN I =tvr91 „1 N 200''. 't01:6Q:' 50.00' 108.01' I ��� ..,+r- - ( ) N `a9• • w, Z +'--- i , / /.;Ossoo' 65.0 ' I '`ssoo' ss.oI ♦ "E 4� 798.7,3 '(R) LAY UT ! Li7F s -- t1 1 0' i'r r,6.. •^ ! ,, ,d__ n -'_`-- { g. 1 I 65 Old' 85.00 :�! \ \ 2:•6ti. `, � $ \�"! �� � \ � I+ti -» _ _ - �- �h,' ,7d2,�0_ 3 ICI L to 1-1 I►`.-i.e I 1 I ' I \ r �___- 11129' tS3J h� ,r TTt�,,, ,\ Q.7 `�(M) `\ ` `;\ rid)'`,' ♦^ - _'o _ �-o- m, ,1';=;�.oi0 III , J- oi-= 1'-15.00' !� 4 1( ♦`^ 6r - q 1 / ♦ I ', 5 ,\\1' 4 \ 'Q J , 4$,QO 5. 0' ``L - - - - o-- mI m 1^ / LOT 40 ;I 1 �`L ) I f. ♦ I . 'C•00', 16 00 I\ Q5. \ ♦' LOT 41mI r }� 29 1 �' - 1 ,i + ``�``^ 1 `� i ' ♦ /•, ♦ 1 \ \ 1 ,1 \ 1. i �P b I 65.00' 65�00' r^. 65.b SOQ•` 3_ n bv/ j 1� o I 1 , I m� , _ . m 1 1 n ♦ h \ :I \ \ Y ♦ 1, I ♦ OQ ^,i `. 8 , y- _^ - L4T_75; a A d Kof a'd, i I a iL4T ,412 LqX 43 1 `YOT 44 d I 1.e1' 49 'OT ` m l cy 1 _ O . 1( / `! , , , ` 1. ♦ `.1 . , '; 1 , 1 --^Ij, - _ 21� , f : ♦ ^J•p • _ ; N I- -- •o.l __ 101.N7r C3 li- LOT 39 4\ Y „qr L0T`47 1 ` ` `,tAT 49 t,,:1 ^ i`LOT �6. •, h ''`L--• `71 , rn Ii t�Y. hoy5a%8 LOT,51�`', ,```'-'''\qqI•I , _•-1 _-_ •1 ',.`___� `-___ i 'ib2.`0 I 0 o O` 'I, \ 1 18.00 "`I r°ji _ l! T ^ uT �m 4oTsi d V d7 1 , 1 1 I ! o noT -T 1- 1 __. _ - - 3 / / > n M '. ` ♦ \ C1 74 , ' (' I I , 1 �, 1 I, •-`J 1 _ -!" ''I )♦ '` I fO \4� ro ''t �1,3,1 L T 55`t�o1 , l 36� o L' I 2 M _ 1 100.88'� -h -' e 1 r. 1 :I / / 'rV , �1 1 kIR ` `ro 1. ♦ ri r, ` Q , , rb l`, �.01�5'1,�1( LOT 'ran LOT 5 J-`.ai-_ �'�rs• 'c= 1 i L T 60 I'T t- N I I\ ♦ d ' I -a- o`,or1�Er ' I' I J I /% I c r - Lm 1 LE o W Ci6 , 13 44.991 ;64.99't I . 6A.99 ( I 63 .9 ; -i,-', -�. - J r- ♦ -/fAT 5 LEGEND _ 11 12i 1- ,., ,1 ;,, 9 ', 154:99' 154.99'• f 6d:99• I ' I , / �/ ` `\i--L-� \-•�.-L1 I\ ` \`\ d �,, �Y �\ \, ,,, ,, ."f �1 ♦c `---- -q 1- -- + - -- w LwD r-E100_00 - r - 74.74' pf I I� t i 9 149' `� \ 86.7C' I �5. W' `\♦, �' 1 i ►, i ` 63 -_ 4 f , _LOr T4- - I F � 89. -I O DO <�`. , Z _ _ - BS;OU ► TS\ t . \ ` ``` ♦ 1 �` I M)♦ M _ _ _ _ _ _ fi SURVEY CONTROL MONUMENT -OHE- -ONE- OVQtHEAD ELECTRIC LINE \":,`•i➢Q ,, -�-_� -�_Q 6S.a0'\�ih L6\5'-.r�C .D J `.65.00 I S,pO'`. I `\ 1$E�7 ���IjA, _ - --� (TYPE AS NOTED) \ ` 1-- - - u T"'-'•"4'r�� �1�¢_-_ 65.0 I2 6, `S5` •� -^ _____�__. _ - \ / A - -E- _E_ - BURIED ELECTRIC LINE as C J N J , , ``u. \cl -rt= -- ---i._- OQ'�^ -933s' , 20 _ _ _ ELEVATION BEN u ^0 IC3'3- - i -6 CHMARK OR ♦` - , 64.99 I `,,6},�,5 ♦ � 91 54r , ., __ ; - _� - ` ♦ _`_� _ _- 1' - __ __�,�c�. -r __ 1 � � LOCATION OF BUILDING BOOR ELEVATON - - -G - - - - -c- - - GAS LINE ♦ i 19 1 ' 1-=.1.jtil �, A 1 �99 ,4.99' F>4.99 B6 4 6" -- - - -- -- -- - --- \ - .3`'- IC25 - N --K K FENCE p O V \ C18 I d I `, 1 , 1 •T`, - �'I ; 85.0 •20, ��.86, • , _ _ __- _ - _ ♦-� _ _ o _ _ _ _ - •� - - - -I I IA1 8 w \ FOUND SURVEY BOUNDARY MARKER ¢O �,`. ,t;t. �� 1 9.0s' 6 1 rl `\ ', , I; 1 j\ `- - - '�! . I; 600`♦ I'`, s3-oo'^^ .6S4o'_ =f' - ��_�_ 6Ta0©. ,te `♦• ` - -i---- W (TIFF AS NOTED) SANITARY SEWER UNE m ♦ ,^ I 1 1 ``, I '` ,', I 1 \ \ i`a ,I I ♦, ♦I -Q ';85:Qi1 ,1`'`.�S.OQ' ` ti 1 it-7-y----r -- 1 �'_ l - - ti. w 00 O - '!ta _ ♦"` °jr" - I l Si _rl `'` , �, � (' I , ^ ^�� `, ♦ F 65.90 ``I ``65.00, , 65.00' .-� <--- T- ---r=•�-- _ --- _ - _ " i I a w w SET 1 z z z4' R®AR `:; a` „•A/ry^J MI LOT 3&'MI LOT 35m1 ,1` \ ,` I I i r`I \ .I I ', 'I i '`, O ., 1 ` 1,_ •1 `.1\ `,'!-'ri-d-`.•`. ' 1. _ I B I 65.01' 65.01'� `J 65.01-,--6 T I 7�,hd ac y- (UNLESS /' PROPERTY LINE e I LOT)3a, I Lo ,,ma�yy .1 LOT^3O °0 1 n 1 %- ' I ro 1 '.1 -.I ♦ I ` ♦ J ♦ ♦ . .` ` ,1 ♦t" 'I. OFFSET i J_-_ 1 ` ` i'>r2 Ol. a, } - LOT 37 1 1 '�' ` y4^ I ;10T',31 1 `, 1 Y ♦ ' ``'\` ` I -.. 25' BUILDING 8 R., ,a ,. 1 I .,:J �c'�I LOT 28 1 1 ,I , �I \ `o `io 1` `,•`, ♦, ♦`` \' '. r, `, ♦ I _ ,� 5.0 021' C2�1�! - I In ( LESS OTHERWISE NOTED) 1 r' '- I '- 1 �, \ < I t'OY 29 , \ YI ,(., ,q I LOT 26 :N I ` . �,, ^` , ` `.N ♦ •'O 1`\ ♦ 7 • •J ` I , 9.8 F ® STORM WATER MANHOLE RIGHT OF WAY LINE �. ,`/r I,t I "il LOT25 ` ' I L`oT LdT• 23 I ` Mx, I \ ♦ ``a . ♦ >,iJ 1 ^J I _ J I ( 1 ' 1 O 4 ¢ 5 SANITARY SEWER MANHOLE _ _ _ _ _ _� BURRING SETBACK UNE. .Y,,.,{.. 1 1 1; , \ i 1 I-. 1--^1 / rf �I ^I ♦ aI `<�,�pT 72@]y' n.�l LOT`71P`•1. \.(�dT; T9h`'k 16RT' •nr`. .<I _ I �,1 •I 1 124.49' �) -i ( (}! ad P 8.. I 1 - `'r , I 1. T. ♦ I ♦ j`.• ♦ `^,h 1`, ♦ 6 1. 1.0 .-.t ^•.L� i'A ' IN Lin 167: ( n ( d., 1 •v , -i - . i, cV I ` , \ 20T^15 �'r' �v 1 _- CAS'-L1eT :'N . T,•.. 1 1 f ;r- 1, I 1; ♦ `1 ♦ I `I ♦ S,1 ` of LOT 13o1 LOT 7Y 1 m ml LaT7 �I O 65.00' I ^J-= -- l \ .I ♦ ♦ ..��VV \r 1, ♦ LOT 14 0 1 rn LIGHT POLE 7`. . 1 ♦ ,1 . rt, ♦ g l d LOT �/i T-- OT ;0 0 g'1 ss.9b' 63.0 1 I \I; ♦ ♦ 1 1`` ♦ I` ♦!, ``` ` ,RI` 1`. ♦ `r �1 al al O rn+ LUT9m1\vJ _ _ '.rs < - I .d0". 65.00 1 I \ `•, ♦1 '{_ ♦1 `, V ` 1 �-r1_____ .r I r11 i\. _ - `'✓� POTIETt POLE _ __"_._________..___ LOT LINE ` 1 2" REBAR ?�} �i`+=Q.1� 1i , �.,' ^I. ` ` T \ 1 ♦ `I 1 ---- I J_.-' 1 1 _ 1 d I ' I n (A w y P ` / I �� a o ,1 A. LOT. s +' :. N 8743 _ �g$.o3y sl.'s' a@ L I, t •' I 1 , ♦ F GNY NE found r ,aq :. :.`.,, ` : ' , I , , M) `.��� 00"`-, ^- 00' ^�` 5.00_ ��- ` •r' A` , \1 ♦` V, . \ I I I-'4'-'-----i' 4J' 9w � FLOOD ZONE AE (found) e.`N 90 0 OOp' - ��^ L s_ 500 851q(� 11 f`!�' `` I'` sa` �� 1 _ ' m 1PED ?® s, 92 k3\ -- �� ``�i' ♦_ oo'�. _ �`, es ob; r. r ,--- --- F{ - o TELEPHONE PEDESTAL `• ) 2�n - i P ----- ♦`` V'1' , ` �$Idl•u c 66`�0�1_ -'�-' L65.00• 65.t .FL- 5.00'-L 65.00'---`�--s1 - g GA V NOFLOODAZONEEAS AE SHADED AREA 2 ?g I' `\S.� Yj 1\3,1-J �. s VALVE ♦ 6 1 4,7. SHADED AREA AS - g& __-(fDllfrd}^ 1 '`, \ (' 1 1 1 • ``. $9,'33t 3. �l'`i A 39. R---------------- AS-------0HE - . XGM GAS METER SCALED FROM FEMA SCALED FROM FEMA 296 ` 1 ♦ \ (�T_ __________________ _ _ , \ t 1. ,` .` " %, `%` , ``` \ \,```` `, ` \ 3 FIRM MAP, ACTUAL FIRM MAP, ACTUAL PROPOSED 20' 14.34 ACRES --- - , � \� `, ♦ ♦ � ,Z--' ) 1" PIPE `�`"' WATER VALVE SEWER EASEMENT \ \ ¢! � too YEAR FLOOD LADYS LAMBERT REVOC TRUST 100 YEAR FLOOD I UNDEVELOPED RUNOFF 31.0 CFS APPROX. STORM DRA)N � " --- • - (found) ®W,J WATER METER DEVELOPED RUNOFF 49.1 CFS LAYOUT RIDGE' SEPARATES BETTIE JOE KIRTLEY L7 FH FIRE HYDRANT ELEVATION FROM BOOK 01 PAGE 063702 ELEVATION FROM NEWDOD INC. BOOK 96 PAGE 56739 v Sao M SAID MAP IS 289 FMD# 97847-01 SAID MAP IS 287 I DEVELOPED TOC 19.3 MIN y DISCHARGE DRY RESERVOIR DETENTION IF DETENTION VOLUME 20,960 CU FT BOOK 96 PAGE 57895 DRAINAGE AREAS - _ Posr OR POLE 39.0+23.9+31.0 = 93.9 CFS RETENTION IS NOT AVAILABLE (TYPE AS NOTED) IN PIPING 0 z 1v PAGIS MONUMENT 2058 %0 111111„rFFr,� Property Description ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE Part of the SE 1/4 of Section 28, Township 1 North, Range 13 West, Pulaski County SHOWN ON THE DRAWING, BUT NO STATEMENT IS MADE AS TO THE COMPLETENESS OF THE EASEMENTS CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY v Arkansas, being more particularly bounded and described as follows: SHOWN. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, _ Beginning a Bolt ih the Asphalt (found) in the centerline of David 0. Dodd Road, being AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS I, Brian A. Tinnel, hereby certify that this plat correctly represents a boundary survey made or verified by me that the NE Corner of the NE 1/4 of the SE 1/4 of said Section 28, thence AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. all surveying requirements of the State of Arkansas and City of Little Rock Subdivisio Rules and Regulations have S 00'09'42" W 654.17 feet a 1" Pipe (found), thence been complied with and filed for record as required. / N 88'08'01" W 1347.49 feet to a 1" Pipe (found), thence SOURCE OF TITLE. y y A �^ /� N 87'43'03" W 924.17 feet to a 1/2" Rebar (found), thence JIMMY D. KENDRICK, EXECUTOR, WILLIAM E. JACKSON JR. ESTATE vA !', N 01'55'06" E 329.97 feet to a 1/2" Rebar (found), thence BOOK 96 PAGE 53047 Date of execution Brian A. Tinnel ,r, ntminRlplq!!r Registered Professional Land "` oy\N` GpTE p�%.,,, S 8T42'31" E 924.28 feet to a 1/4" Rebar (found), thence Surveyor No. 1436, Arkansas /41% ., 9'1. ,-; S 87'59'58" E 798.73 feet to a 1" Pipe (found), thence DIMENSIONS FOLLOWED BY (R) ON THIS PLAT ARE PER THESE RECORD DESCRIPTIONS FOR y Q' \6 s. N 00'40'04" E 329.81 feet to a point in the centerline of David 0. Dodd Road, passing a THE PROPERTY. CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY rV McCLELLAND`;=_ 1/2" Rebar (found) on line at 300.31 feet, thence CONSULTING 1- ENGINEERS e S 87'43'32" E 535.81 feet to the point of beginning containing 21.17 Acres more or less NAME AND ADDRESS OF LAND OWNER: JIMMY D. KENDRICK ! < as surveyed b McClelland ConsultingEngineers, Inc. in March 2004. 4801 NORTH HILLS BLVD., APT. 1002 I, Max Byron Hicks, hereby certify that this plot correctly represents a plat made by me, and that ine 9 �= engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with.9� No. /LV� y g NORTH LITTLE ROCK, AR. 72116 �/n'� �^`- SURVEYOR'S NOTES: Date of execution MaxByron Hick it 11S/„EVE 'F W 9,h��SAInn11n1mG\s♦ NAME AND ADDRESS OF SUBDIVDER: 505 W.ODIXONLROADNT _ y LITTLE ROCK PLANNING COMMISSION TATEO + HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE ASSUMED AND BASED =1L Registered Engineer i ON PAGIS MONUMENT 2058. LITTLE ROCK, AR. 72206ON APPROVED, VE , SUBJECT TO THE CONDITIONS No. 8810, Arkansas 1 A AS = AS NOTED IN THE PLANNING # * # THIS SURVEY IS FOR THE USE AND BENEFIT OF HL LAND DEVELOPMENT. CORD DATED „./ TER CONTOUR INTERVAL = 1 FOOT. 4 MINUT IS LION, CERTIFICATE OF PRELIMINARY PLAT APPROVAL ` 0 eSSI A ; NAMES OF ADJACENT OWNERS SHOWN ON THIS PLAT ARE BASED ON THE PULASKI COUNTY TAX BY: FIELD WORK FOR THIS SURVEY WAS COMPLETED MARCH, 2004. RECORDS. NEITHER THEIR ACCURACY NOR CURRENCY IS WARRANTED BY MCCLELLAND ENGINEERS. All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and submittal `"tj E GINEER ((j♦ A' to a preliminary plat having been fulfilled, approval of this plat is hereby granted, subject to further provisions of Z1� +� Q ,� NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. GRAPHIC SCAL said rules and regulations. This certificate shall expire N0.8810 1� ZONING: THIS PROPERTY IS ZONED R-2, WITH SETBACKS AS SHOWN. _ 0 ` CENSUS TRACT 24.05. 100 0 50 IGo 200 400 oG' 6 BURIED UTILITIES AND SUBSURFACE STRUCTURES WERE NEITHER RESEARCHED NOR LOCATED FOR THIS 0 @ PLANNING DISTRICT 12. >s'®®/,OI` PROJECT AND ARE NOT SHOWN ON THIS DRAWING. McCLELLAND CONSULTING ENGINEERS MAKES NO Date 4 --7 -0Lf STATEMENT AS TO THE LOCATION NOR EXISTENCE OF ANY SUBSURFACE FEATURES, ANY ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR ERROR CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT OF CLOSURE IN URBAN SURVEYS OF 1 PART IN 10,000. ( IN FEET ) Signed, 1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. FLOOD INFORMATION' F THI R TY LAY WI IN THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT 1 inch = 100 ft. IDate of Execution Little Rock Planning Commission . A PORTION 0 S P OPER DOES TH THE BOUNDARIES OF A UPON IT. 100 YEAR FLOOD ACCORDING TO A FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) FOR CITY OF LITTLE ROCK, ARKANSAS, PULASKI COUNTY. 2858.72 LINEAR FEET OF STREETS. COMMUNITY PANEL NUMBER 050151 0084 F. DATED OCTOBER 19. 2001. NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN, AVERAGE LOT SIZE 9451 SQ. FT AND MINIMUM LOT SIZE 7084 SQ. FT. PRELIMINARY PLAT OF ANY PROPERTY CORNER MONUMENT. 76 PROPOSED LOTS. McClelland JACKSON ESTATES PROPOSED WATER IS CENTRAL ARKANSAS WATER. V Consulting SUBDIVISION PH. 1 PROPOSED SANITARY SEWER IS LITTLE ROCK WASTE WATER. Engineers HL LAND Incorporated DEVELOPEMENT Little Rock, AR Fayetteville, AR 900 W. Markham 1810 N.College APPROVED BAT 1DRAWN BY JDM DATE 4-6-04 SHEET NO. 1 SCALE 1"=100 JOB NO. LR04-5805 FIELD BOOK TDS C:\SURVEY\04\04-5805\5805-S1.DWG