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HomeMy WebLinkAboutS-1313-E Map 7a n'",�,, �� elmeeea MA H \\ LINE w - s: . � I .,� (( " „[. '� � I � � SSMH 'Dy 'O s. IMn:. /cn.�•,m s,leP ti.2. m � _ . a \ - , b N 0°00,._ 4" sum'-w >,owo T9 y...s[, °°'a, wa�ae"a 'i�•kw mmn n nm ne�\.. le,.��.3 �e`��i , _-_ I FLOOD PLAN 2?.^ O r$ \" ��Q � 1�2.69 \\ U - Vrvd, q,N ♦� V• _J[ANI 1 z'j Q -FLOOD 47.47 - - - N - - ' ' O -F WA ?3 St�� '\ o• .WOOD IDS �\ , EXISTING _ �;� , `; � .o•�wk ' o ` �I � m i � & 4° � � XIST NG O -TO .HERE8p.__ O N - '�., SSMH TOE OF U M `, Tn � / . _. 4 °w11 � °,s e I` 48.27' S19°11'37"E ` 'rz j 1 coo• :yN A" FLOOD WAY 3 R�'"�9e 4e \�QC Pam, �`"' uleen o, III/` a tsPtu. wl W ztv \� ° t 0�.�- �Q O� \-'�- -\ V . a W. �It1't ?2* .` _ - ° _ N82 11 59 E ;p , uJ � r ;=•.��� � � - o, \ ,D so---_A o --- y -� ----- - mP - m 3.43 S36° '28"E 3G.�_ ��SgBS 1. '10"E �'0�.\.� ale =100''�� I 33 Q - `-,40.75% _ 41.92 ��\� 1 :.. S11°02'34"E O V V ��? N85 11'A6 \S88 39 18 E � PROJECi mE I - 37.73' H S46°23'23"E �� / ; NE ,-�%%j'' �� S01 50'52 E REBARFLOOD gut un \ � ° FLOOD PLAIN 1 !WAY O � 22.12 SET 1/2 ; 8.56 1 C nTF r O V V V V \ e .. -FLOOD PLAIN - .,1 ��, O +. ° • �,�i N89 5759E ! VICINITY MAP m 43.75' / �360 �� 15' SEWER RICH OF WAY NT I T » (BRODI G�EE1.�1�.�' _ K A$,.,, ;6TA OF°° •�� _.:._ A 1A\ 04'�7"E �toT+3-71i SUBURBAN SE ER IMPROVE T STR C k y SET 1/2"I r , SSMH SMH NO 23J. PU SKE COUNTY, S SSMH ` ` \� I D\-a.- - • = \ o'-- d1Q '�1 5'68 �' ME NO. 2000067058 SS P O AL - REBAR \ _ 93.2 \\ FLOOD WAY INSTRU o(ABAND NED) \ e EER, 420. _. - - - - -� _ _ ---- -_ - - \ . 4 7 4 ,A ,+ - - - * M� �,� -_ T� H LINE \\ - -3 7 ACRES\ - _ ;4�� C7 \ � \\\ FS Low - - -- p 4T --- 40 5n _ PENCE 440 --- 0. _ �.: = --. O 21 1VATERLIt�E �\ \\ \ O \ sS�o� 1T4o SSMH 06 � O E O I I FLOG WAY 4 ''• ' yr �- ON 587°24'04a 1321.38' _ - -T -- `` - __ � UCTIO \ �� aO � 08 ) 0-\ FOUND 1" \ REBAR43D - UNDER CON R \ SSMH \ c� - gOq�'g6' �... - - ° " -- - SET 1/2 P c9- I\\'. OPEN PIPE �\ 4GQ FENCE _ --- 587 24.04E 663.37' - REBAR /' \\ - _SSMH' 1°\ S49° 5 1 = d7II PLAIN ,r: - - 6p 15 �5 - ---_.___.-- FLOOD L �: - _ a5o , 4�SID - - ° ,31 1 4 ,1 �\ t321.38' S' _ o 1 - `� Q5 S28 20 A� = - O a80 r - - - - SET 1/2" -- - --- - '� - - N� - 4 0.06 , �L --- \ REBAR" i Sp-, --- z--- 460 r,. FENCE N 66\ 562.21' -�. v � ;v 1 NCE ; ---- _ J 120 q .-- - -_ ; : P � .o � A 1 rc FOUND DISTURBED OD PLAI 2 '�� ` \ EQ AR''AT`.FENCE ��� --"- co TRACT X FLO FO D IRON . _/ -- - --- SSMH _. ---- - ,COR R INOT`; IN -- - --- - - - -- -- 2 �. �I A D 1 - -- - -__ j PPE -- - -460 R UN 1 11 -. i �= _-_ - __ _.--___ --- _ - / , e� _/J� vvvv V V ---- _ : 1150 --_ _ PROPERTY DESCRIPTION _ --- _ - --- - FOOD WAYS \ _ _ter-== - �,r. 440 ro U 0 > SSMH \ PROPOSED 2�!" I -f Section and the - _ - _ /•.., .,. SSMH 3 \ 1/4 and art of the Southeast 1/4 of the 1/4 o Sec Io 8 O rn BLOCK '20 A WATERLINE U E Part ofthe--Southwest.1/4 of the Southeast P _�- d30 : ---= �-- ---- -"____ :% /;;' I E �A _= r' 1/4 f the Northwest 1/4 of Section 17 all m T 1 N / 1 4. f Northeast 1/4 and the Northeast o e ,---,-- -------�- r;, l , o " West 1/2 of the Northwest / o the a ------ - m -- -r g \ \\ CONSTRUCTION R-13-W. Pulaski County Arkansas, more particularly described as follows: 25) yJ Gf. ry - --- �., , 0-- corner said of the'Northeas nV4 of the Northwest 114 of Sectl41 on 17; thence North 02 - __ O a - BEGINNING at the Southwest corn c(_ --- _r - ,, • �c� 4 �\ C line id Northeast 1/4 of he Northwest 1/4- a distance of 1302.56 feet to the. Northw st. CERTIFICATE LIMINARY _ _ P M 8' "�,491�, s 08 04 East along the West ne cipc ° _ -- _- \ O `b c0 10 0, of said Northeast 1/4 of the Northwest 1/4;'thenc8fouth 87- 24 04,- East along the No __ - SU_ RVEYING ACCURACY q/ {� r o r 5T \ \ \ corner_._ _ O / C 3$ a ?p Northeast 1/4 of the Northwest 1/4 a distance of: 663.37 f qt; thence North-00° 00 00 ast 314.68 feet; thence North - -- _- 8 n Q o . a2` 0 West 358.85 feet thenceNorth83' 47' 06" East 93.29 feet to the W y�?e of a fifteen feet ___- I, B. MICHAEL WATSON, HEREBY CERTIFY T AT37HIS [V� 0, 07 0, ° -- R Y D OR 5 / 5 p 105 - \ Waterline Easement thence along said Westerly"line Northl9- 21 39ZZ S feet; thence continuing along _,- --- --__ PLAT CORRECTL�Y25iEPRESENTS A BOUNDAR U V E - - - �\ Wate g _ I M TH / 425'- n 6- 109 O w \ i Westerly line North 40° 00' S4 West=48.27 feet to the So ff PropertY4dioe of a Pumping Station; thence North VERIFIED BY ME ,THAT ALL SURVEYING REQURE ENTS E / said s Y 9 - Q w \\\ I 29TH STREET \ \ along said South Property line 15.51 feet toAwe o a point on the Westerly line of a 15 feet Sanitary _ -- I STATE OF ARKM9AS AND CITY OF LITTLE ROCK 5UBDIVIS �� r48 9 C o o a 64 451 55 East g P Y -- ti $ - (\ ( �\ \ Sewer Easement recorded as Instrument No. 200006705 ence along said Westerly line North 40 00` 54" West RULES AND RE6V1yATIONS HAVE BEEN COMPLIED WITH AND A 1 7 q 11 I \,�(\/ I \, Se ° 102.69 feet; thence North 50` 00` 54 East 19529 f®e tot a to a -point on -the Easterly line of said 16 feet Sanitary COPY OF SAID BOUNDARY SURVEY HAS BEEN DULY FILED FOR t� SSMH v 85, \,; i SSMH 1� h f - l / $O Sewer. Easement; thence along .said E y line -the follo�rh'� two 12) courses and _distances: 1) ,outh 39° 55' S5' _ __-__.__.__ + RECORD. AS RJIRED. 6 / 4• - � ! �122. �� 9 "- 4 feet; -thence North 82° 11'- 59 East 3.43 feet to a point in the ---_ - - _ East 147.47 feet, 2) South 19 7 West - 9.92- 460 :"-- / -- thence aloe the -meander ImEW,%f- Brodie Creek the following twenty-nine (29) courses and------ q / centerline of Brodie. C. / k, g " °- . " __ �%////�- / - 6 //�?$; _ 9 12 1 9. + 4 J A R E 0 ' South 11' 02' 34 East 37.73 feet; 31 South 46 23 23 East_ - li 0 '^' •�`/ v� l distances. i) South 37 28-_East 40.75-feet, 2} North 9 57 59 East 43.75 feet, 6) SoutL 35 04 57 East_..__- 1 feet a u�th��_01-.50 52 East_ 38.56 -feet;. 5) r _- - .-:_. .� DATE OF --B: MICHAEL ATSON ' �`. f ��' T, c� N. -- -r.. .- 22. 2 j -- ) r, a 2 -1 "_ 7" 30 East.:142.30 _feet; 8) S�Z� 06 -29' -34 " East- 63.07 feet; - 9) South 05 32 O1 __ _____-_ : 480.- REGISTERED PROFESSIONAL 7: _. • - -` 105.68 teak 71 South_ 2 5 O 1 -t- - _.-.t0._ - ,a .v - 32' >8: _`C. - 13.- West '�9%9 -feet, 10) :South 05 3 2- Ot West 39.a9 feet, til South a8 a9 a3 East 56.05 feet 21 North 85 _ - _ -: LAND SURVEYOR NO. 957. h o ; ° t 1. Ueet 14) North - 83 -a1 10 East 81.90 feet, 151 North - --- 49 ARKANSAS, w P / 97 - -- FENCE I 11 4�East 127.70 feet,. 131 North 58. -53 East 3 Q$ _ _ `---- - -- ---__ --' 135 - 1 - 9 f 17 South-69 a0 42' East 47.65 feet; 1$f --- NI - - O n o o \ , - �j ` I ('-- a ast 106.32 feet 16) North 77 37 36 East-39.73 feet; 1 i 1 m C' - 58 02 2 E ° __ � _ , �,:. `. � �.` � \ `•, r c• v , 90 - ---� 8�_- 14 ° South 88 39 18 .East 41.92 feet• �- _= ---- _M- -- -. � -... _ ..�.'.,� � � N c- i _ -__-_ - - I � � -East -48.83 feet 191"South 54-09_22 East 84,46_feet, 201-Sou __- ,.., Sob 49 07 59" --- ,- „ o 0 9 • \ U° --- `,'`,',',` SSMH : - - 30 9 ° : ° 9 feet; 2 South 32 42 33 .Eesf 212.86 \ o r 8$ h - o t� O. Cj -- \ 21) South-80 44 21 East 50,14 feet, 22).:.South.33 5� �0- East 150.37 ee , 31 S " _�,_____"_ � �,�,, I , � , , ; ; � ry 8,, 0 13 �- •: '� O ` ` � O-, O o. " North 7 29 -16" East __ --W 0 8 \• a h 5d OS 28 East 107.26-feet; 251 North_74 45-31 East 64.15 feet, 26) No 5 -`._ , CERTIFICATE OF PRELIMINARY \ ,1, I I �` III II l �' I' /, i feet, 2 I South o °_ I 5 East 40.18 feet. 29) youth 28 20 sil 1 X o m �$ / 9 ��` - tD1.37--feet; 27)-South 44_.5.0.10 East-117:32--feet, 281-�0[h 49 29 U ,. ----__ ENGINEERING ACCURACY, ;� `` �`,.''�':' � :; rII : 1,+I w. 34 'o ., •. //�/ f the Southeast 1/4 of said Section 8; thence North -. O• �; �' O O 18" East 40.06 -feet to a pointonthe South line of the Southwesf. 1./4 o S u f 98.49 feet to a point at the Northeast corner of the West i/2 of l WE LOWD R HEREBY CERTIFY THAT THIS I I I C 87 24 04- West along said South line a distance o P O S E C „I 11 ectionthencenf South 7 24 07 West along the -East fine of said p qT CORRECTLY REPRESENTS A PLAT MADE BY ME `// 1 / / 9 I the Northwest 1t4" of the Northeast 1/4 of said 5 51be L CO C N S � - OTH ST f 1279.67-feet to the Southeast corner of -said -West 1/2 P CVI ITT / !!/ • ao Itp BEET \' West 1/2 _of -the Northwest -1/4 of the Northeast 1/4 a distance o � AND THAT ENGINEERING REQUIREMENTS OF THE L LE :, � I ,/ i,, , , � ) 'FE CE- ` - ° West along -the South line -of -said West 1/2 of the ( �, � _� �: North 03 50 WeSUBDIVISION I RUE A REGULATIONS N HAVE r � If: / H „��� the Northwest.:-1/4 of the Northeast 1/4, thence No St3 .- Z_ ROCK SUBb V S ON RULES AND EGUL O S r � , ,;, I ; ' ,, � 13a � � �. - - _ -./ �,,,,:./, ,,'.,:,'1,, l,:. ,-cn g2'. ' Z• 1 c - \y. 1 P ;C- SSMH - Southwest corner of said West 1/2 of the �� i o _ p v- >. 5 I SS Northwest -1/a of the Northeast a distance of 659.3a feet to a point at S h BEEN COMPLIED WITH. ice, /, i / �; �;, O' S North ° '- i , j�/,,/ /�: l i:' �;I.. Ion the South line of the Northeast 1/4 of the �. , , r �i/ a ? �_ .� -' o jJ/o Ir 12 Northwest 1/4 of the -Northeast 1/4, thence North 88 03 50 West along � i �� r a ( � - / •� - I - 0 i,, - a POINT OF BEGINNING, containing 3,088,65Z square feet or 70,906 acres, p p 0 10 37 e i r N Northwest t/4-a distance of 1316.69 feet to the O _ �Jf �. '��i r or less. oao i� / ';Il�r,liflll -�1 O// I more o i, , , ' @. o \ 26 �ji 11 - - -. --- DA B EXECUTION WE ' I l / L. O t S- .• - - -- - -- - Q S LOWDER 11' j < ��5 - -- - -- / a p �ir lI �,,;, 13 36 5a 2 \ ., J I % o 52 ----- - _ :- �� . _��i a6 REGISTERED PROFESSIONAL �l j (I�' ,r __ 38 Q - = - - - 0 ENGINEER NO. 4943 / - -.�-�� � � _ UWOOC T r r ; II l u Y � L B.L w � � .�• \ � 1 � r / N 6 r ( --- - 1 - i ��-i- h ARKANSAS ti % I! lr 1i o fl `.\ x -� -- - - -- _ E 5 0 _- , - / • ,. s 131, 500 - - 50-0 R_O-W - -��- i •,�. \, _: A T i 75 26 39Co\ ------- GO D _ ___----- � - / TR C , � t o! ', 5 � � ,-- ,, 0 25 ,, _ ,, - -. cn 22'-0' ASPHALT CONCRETE HOT MIX SURFACE COURSE (TYPE 2) a$t) --___-- _1S '� »� 1 , :.., v 2 ,. - D _.18 PER YD. -.. _. -. -_ '._'-"AL _ J ZJ B.L. �.�, .� sEm nrlD M uw 220 LB5 so _--�- ERTIFI ATE PRE ARY o \ \, o pp I 8 �c c N a o- ( ) 3'-6' GREEN _ --\�- ��." . PLAT APPROVAL 1 �7y/ co 47� 8 O ar 1 -- SWU DER _- --- �a�.�-----__ i - _ .. 1 ^� I 1 7 ao a "I. r 'a P, > \ 17 j� 460 - \\ i�a (I 1 I ;II 1 11 28 0 T 5'-0' SIDEWALK (SOLID SOD) 2'-0 11•-0' LANE-11`-0' LANE. 2-0' ;..:.: \' _ ---. �' I / 1, (, -- - ALL REQVIRE�ENTS OF THE LITTLE ROCK SUBDIVISION �0 6 1 90. `30. 48 I o 24 0 -. 45D - � _ , ^� C.; 6'I 46 47.. 3`-.. w �txT w -,.19 '�,'. RULES AND RFGUt:,4TIONS RELATIVE TO THE PREPARATION / -- - ; !:. 4' SIDEWALK - - \ 5 (' - _ w a1ST STREET - ( ---- FULFILLED. APPROVAL THIS PLAT IS- - / . , �, - i - l °` i_ k" iGo' ._ (_\ i 0.01 Fr./FT. I ` I (�irP) MULCH I I I` i UL LLEO RO O S 67/ 83 9p• f o a ^\ 1 SLOPE 0_02 Fr.irL :.SLOPE 0.02 FT AT - _ - { �_��- _ - 14 q 0 i SUBJECT TO FURTHER PROVISIONS OF SAID RULE n 95 82 45_ r 0.01 Fr./Fr. 3r. _`� 01 + ry o Fo- 1 '_ AND REGULATIONS. THIS CERTIFIC jE SHALL EXPIRE: �� �� 94' r �, 4 y j o ;23 f t,9 BLOCI 21 - -- - ,���� - - ! - -. A� - - '1'! o -� �`L YO m 4 w... �y:: .L1 !' J 4 I w - _. CLASS UPRIGHT :. _. ,,. .rv...-_. _ �! _ - _�_- - Q �I 16;' .� 15 O 42. - - _-_- `j G 9'- - GunER --- _: 0.02 Fr./Fr. /// o.oz Fr./Fr. -420 _ "3.r �- �'/� -- - - - -9 43 6 y'rV. SEEBOTH SIDES _._�-- --_ _.� 7" AGGREGATE BASE COURSE CL 7)_.. - - _ _ �- _! = - _ _ .S g0 1 r: ,Q 73• O s0 O 14 O - p;'J,• cn pNL. - -_- - _ R TOR DENSffY_. _ - �.._` - - : ,. i .- DETAIL ) (CONPACTID suecRaDE \ 1� = - - 3 , O-,� 70 6C. B L o 13 ,� c 8 *- _ --_0 106% MODIFIED . OC - 0 95% MODIFIED PROCTOR _ . - _ 'p,j r ,25... . •L.. ,,q4 ', ,15 6D 9�, (TYP) -- --- AND eroMe conT (0.1 GuJsr) 41 o DENSITY n o. 25' 9 C " 8 a.. 5 DATE 75 @ 77 F S J SIDEWALK SHALL BE NO GREATER THAN - TYPOL - --. : --_-. • , _ - - ---' i"'-, 101' 1 41' 'S0 10 \ v e-INGHEs OM (CUT SRUArON) cx _ - `- l a 75' 25 'o..' _ �m v k=' co 6 INCHES BELOW (FILL _SITUATION) N}S- _ _-�_- - - - - _-- -- _ _ �;-BRiBf i�Of1p� THE BACKOFCURB.. _.. -_ _-- - -_ -. 4OO `__-- .. __-_--_.___ __..._ , `- - sEEo k MULCH M r jo' , 51 6 / - A 6 - T7G A z - DATE OF EXECUTION NAME, LITTLE ROCK PLANNI G ! 7q• 76' ! O- ' 1 p - - - - t d4 97 0 - - r, 76 76' y 'Z l/g 2 9 c� TOTAL -LENGTH OF STREETS 4-450 L.F. _ / 1 / COMMISSION 88• 25 TOTAL LOTS - 78 - o/ J r 0 25' B,L. @•L o OCi .' /Cl �I,- / = 390 - Y 19 ro 6 _ - wq -- 22- o w \ AVERAGE AREA OF LOTS 11,489 S.F. _ ' 20; 0 21' io � S .^ N n 92." < < �EAEi ! � � �. .' _ FLOOD PLAIN STATEMENT SMALLEST LOT SIZE 8,402 S.F. FENCE h ' m 22 u 56 55 °o° 54 -` �` / FOUND _IRON .PIN (A LE) ^� 8 4_ A PORTION OF THE PROPERTY SHOWN IS LOCATED - 100' ° " q 6 A' `��_ �� o e� �_ - r> i 9 9 `` 16.36' NORTH, '0.32' W 7, \\\ 1 WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED - FOUND IRON _ !t 87' 105' 12V FENCE- SSMH N8$°03.50"W 1316.69' - - - OF 5/8' REBAR . ; 7 BY THE FLOOD INSURANCE RATE MAP, PANEL NO. ago PIN (AXLEI `b 9-� 71' _ 2 aI BLOCK 20 >^ 050181 0081 F, EUB ISH Y THE :FEDERAL b -`` `6 \ N88°03'SQ"yV' 59:35; -o rREET� EMERGENCY GEMENT- AGEN DATED ;OCTOBER 19, 2001. la� FOUND 5, 42p �� _-_ FENCE Lh REBAR \-` _�„ ,; �= FOUND 5/8" (� P: PROJECTS '2003 ROJECTS 30,3--222\REVISED-PLAT \ - D S f�InfIn7r� nn fy�1r� ffYV�1 r_-..REBAR�...- `E DSGN QLSVc�J� ©� ���VtA�JLSW��I PRELIMINARY PLAT BAR IS ONE INCH ON 1 Of 3 �r�Na�� ��c�aL� SHEET THE PLANS AND SPECIFICATIONS INCORPORATED ORIGINAL DRAWING. DWG MEHLBURGER DR SDN HEREIN, AS A PRODUCT OF DESIGN SERVICES, OF PART OF THE SOUTH 1/2 OF SECTION 8, WOODLANDS pNDS EDGE NO. IS THE PROPERTY OF THE MEHLBURGER FIRM O1 Y11 �° FIRM AND THE NORTH 1/2 OF SECTION 17, T-1-N, R-13-W DATE 10-20-03 CHK BMW AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON �� Architects-EvQiveen-9urcey°re WITHOUT EXPRESS WRITTEN PERMISSION. THIS SHEET, ADJUST PULASKI COUNTY, ARKANSAS LITTLE ROCK, AR PROJ 203-222 APVD SCALES ACCORDINGLY. I_aR< R.,mti', AR 72201 o 5n1%�%s-stet BMW NO. DATE REVISION BY APVD THE MEHLBURGER FIRM N0.