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HomeMy WebLinkAboutS-1313-E Map 5�''"*>�, " sl ,;..,, .1? �__ ,� e�' Bea e , u t \. _ - 1 '. _ . _- -.. - __ -- _. ' J S`s - i is i ; ,' � - \ , _:' r? \ '•,\\� \ ..'\ _ 93. - 'C w , w° a _ s to MA LINE W �\ ;;I'C1° e .. r„•.`,M� F \SSMH 00 54_ W e J --7' ��N'V`N 0 cae>)o"° : "'<"ukwaaA+^A v„ne\, 4 34 .- -_.. a� ,. moo. ':, ery_arvc�?�oE`',�u+° o \ 1 i �,� 1 FLOOD PLAIN - 2?, ^ + I I I •\ ,, e.� --�-\ a ne 04 0 E \ \ 2.69' s 30't ' anm, v°J i 1�I, I Z S \ A•, �. E I WOOD NDS ED \. -i--- -- - � _ 14-7.4 7 \FFLOOD WA ?3_ - / E.xnN cmr °, � .' w \ � 4 \ ` 'P• Iin EXISTING RO SSMH TOE OF -TO HERE O a. \�SS \/ D � - \ _ 48.27' S19°11'37"E / 4j \\ \`• 149.92 �. •�1 �� �� E- \ '\, \: �\ / FLOOD -� .Q t96. ����\� �_-_ � ° x °D rn ate, � (Q 9. _� i2, 5 ©� Oo N82 11'S9 E Ili,' , �- , cn i .Q ? 'Y'\. 3.43' , / 5 0, \ \. ° "3 '28"E t v8 50.14' \ \, ale. °. ° N S36 136 4 _- 10 E e�� •: t 40.75 Q9 A • .: PROJECT ! I 1°02'34 E S '1 AiP N85°1i'46 E S88°39'18"E \ �� SITE 1 \ x \ n / y� _ 23'23 E I S o ., I SET 1/2" \, 1 \ \'1 N� S01 5052 E EBAR FLOOD!WAYr�/�- ��tl 4tll S V V V V �• 6' FLOOD PLAIN AI -`` ,' i \ \, N89°57'S9"E 1 , I ;�\, �A� \\ 8.5 - FLOOD PLAIN 1 Pt �' i r VICINITY MAP. - \ \ \ 43.75' x-`�360 it 15' SEWER RIGH OF WAY IT » \ BRODI G�EEK \�f x N A$- 81A OFF`• t \\ �A �] E ) _ to a7�_" ` SUBURBAN SE ER IMPROVE T STRICT \ +: A8 c, -- \ \ SET 1/2' I 1 ����No 239. U SKE COUNTY, S \ \ N a \ �\ REBAR ° \ �-- �' - r \ INSTRUME NO. 2000067058 SSMH \ \ \ \a' p a - - AG- -_ 41tJ \ ` �� - - - cr+1S$MH P a )j \__; _ « • - - - lUU�� 3.2 �\\ FLOOD WAY _ O (ABAND NED) a '\ a O A \ ° - -- 420TCH I = - `�'� 474 A ±- - -- + - + A l� - - _- - _-- 7 A C S� �3 . ',• � � � � ---- 430 �7 Ui .. v � - �V / h•eN I Fo - _...-_ 400-. ' _ - --. _ iif�i/..- v.�-V - eft U\ FENCE \.. ttli tttx. 440 -- _ - - __ - T f \J / s - / St SSMH �6 e _ - - O 24 WA, ERL t7E \ S Y° 0\ S87 24 04gEO 1321.38'- -' T - d ;U - - _- ZND R !CON RUCTIO �� �+ 0 FLO D AY I - SET 1/2 _ - _. _ E �j O r' W \ �Sl°0. ------ 1) - . �, `�--- FOUND 1" I - - -- REBAR430 SSMH OPEN PIPE FENCE _ o SET 1/2" - p 8> 9 �- A6o :. d - . S87 24 04 E 663.37' R BAR - - - - - - -SS H •, \ \. �1°2 �, S49° r _ C 47II .. .. __ -- FLOOD PLAIN �� 4' SID At - \' 6h 15,E N6 /\ 4.0.18' . �j - E C T I O- _ 1 7 _-- 450 480 _ 1321.38' S• , o � 1 - - - _- ,R•Q5'3i .528°20'1r' 7 - N� SET 1/2" 40.06'• --- - - - _-- - - �\ REBAR' 460 FENCE ro \ 60 69' 562. - ' J ' 490 _- ENC _..,_ J SSMH 4 ag U e O j -\ _ 0 1 (( a ) - 1f5• � � - b,-R a ^ 2 FLOOD PLAT ND RIS 2 -- ,. O , , � / -- -- _ o TRACT X �� FO D IRON - ; _._ __----- -__ 1 � r i � ,• ) - -' - _ ----_ - - --, , . � � O fo I _- \ � OUAR AT FENCED t - --- V e - v v - tiV iCAP ED) \F GROUN i R S OR _- -- _ 7 INOT I - PROPERTY DESCRIPTION 1-Y,OOD WAY -- m �_ , V -= - U o 0 a� \ SSMR \ S SSMH 3 i� PROPOSED 2�1 Part of the Southwest 1/4 of the Southeast 1/4 and art of the Southeast 1/4 of the Southwest 1/4 of Section 8 and the -.r: - _ -- -�-- ---- � \ _- - ATERLINE Ut1pE \ I 1/4 and the Northeast 9/4 0( the Northwest 1/4 of Section 17; all in T-1-N, - �"-- - -' ---- \ West 9/Z of the Northwest of the Northeast a � -_-- -�- - _ __ i ' � 'tom � %- o -- - �' / c3, \�� �( �,•, ,v 420 - __ - _ _1= 7 _ 4� > \ CONSTRUCTION �$ R-13-W, -Pulaski County; Arkansas, more particularly described as follows: 25)-71 C,f.S. _ - ls- Northwest 1/4 of Section 1, thence North 02 ------ - _- 0 r O BEGINNING at the Southwest corner said of the Northeas��,0'4 of the Nor _� --_-� --- _ 4 _ - O i / \ 4 East along the West line o id Northeast 1/4 of he Northwest 1/4 a distance of 1302.56 feet to the: Northw Sit CERTIFICATE #LLIMINAHYt- /,,, - o _ 4g 7 8 O S 0 9 f49� :, _ i_ -: �`--- -_ � =, � -- _ _-"-.-`-%�5 . ; r>Y, \ Cj _ _ -� W r� 8 /� 10 sp. � Northeast 1/4 of the Northwest 1/d• thencb�outh 87' 24 04-East along the No - SURVEYING ACCURACY - ___/ /'i..>., I - \ corner of said No o: ,. O_ /�' 135 m 72 ; ^ s90 � I -1 4 f. 7 �W +;.thence North--00.. 00_00 a t 314.68-feet; thence North Northeast 1/4 of the Northwest / a distance o 663 3,. f _f-_ _., _ ,^ o `, - � • - - - - �( -- e q 7 ° feet to the W RTe of a fifteen feet __ ---- B. MI HA AT HER TIF AT3g IS - - I! 07 42 00 -West-358.85 feet; thence North 83 47 O6 East 93.29 Yid _ _ -___ �---`_ I, B C EL W SON, EBY- CER Y ft -_ 11 0 \ j � --- _ .- - .___ lt! �. �, feet -the ce :ontinuin alon - [V\, 10. Waterline Easement; thence along said Westerly line North 19' 21' 39 8 n c g g____ PLAT CORRECTI-12REPRESENTS A BOUNDAR URV Y DE OR __-_ _J 1Ftre - - = / -5 0 d \ \ Westerly 1m North 40° 00' 54 -West=48.27 feet to the So n PropertY4,Iji of a Pumping Station; thence _North-- VERIFIED BY ME THAT ALL SURVEYING REQUIREMENTS THE /----___ '�`_ 6 9 O co 29TH said e >< a $ Oi -I wt �I STREET -- _._ \\ Property line -15:51 feet fo e_. to a_. omt on the Wester) line of _ a -15 feet.:Sanftary= -_ ---=: STATE OF ARKAI��AS AND CITY: OF LITTLE ROCK SUBDIVIS � 64 45 55 East along said South .rope y i /tdt p Y ,- -" `._: h 8' ---- 9g-_ � \ 11 Sewer Easement, recorded as Instrument No. 200006705 ence_ along said Westerly line North 40"-_00 _-64-.- West ___ �_ _:. RULES AND REGWbATiONS HAVE BEEN COMPLIED WITH AND A �. point on the Easter) line of. said 15 feet-Sanitar _---_- _ COPY: OF SAID BOUNDARY SURVEY HAS BEEN DULY FILED FOR SSMH �� vo 7 n. o SS".4H 12 J \ -_= - !P - - S - a is 102.69 feet; thence North-50 OOi 54 East Ime�the®follo��itelwo 12)to a pcourses and distances:-1) South 39 55 55-_ Y - RECORD AS R15i§UIRED. S- C� 8 ^ Sewer Easement, thence along sad E y _ East 147.47 feet; 2) South 19° 7" -West 149.92 _feet; thence North _82° 11' 59 East 3.43 feet !o a point in the - -_ - �_ a C ' - �4 a 9 s /2? / Creek the following-twenl -nine (291 courses and_:-- r0 - 1 r� ®' nQ? / 7 +-� 11 centerline of Brodie, Cre0 k, thence along the meander lmeW%f Brodie C Y _ -- P` ` 6 2s• < 1;9. �i 4,7\ A fi E ,�- /' distances` 1) South ° /37'"28"-East 40,75-feet; 2) South 11° 02' 34 East 37.73_feet; 31 South 45- -23` 23 East - - ° 52" East:38.56-feet' 5) North 9 57 59 East 43.75 feet; 6) South 35 04 57 Easter- DATE OF- EXECUTION_ 8. MIGHAEL ATSON o n �. ,? \ \ 10 22.12 feet, ,4) uth 01 50 �- - I [',,, ,,, 105.68r� 71 South 12 57' 301' East 142.30 feet;-8) SOZNT 06"-29 34 East 53.07 feet; 9) South 05 32 0 _ = 48p REGISTERED PROFESSIONAL „r\,i.,\ \,t. 7 r_ -/ @- ��\,, - feet -tt South- 48 _ 49 43 East 56.05-feet, 121 North -85 __ -- __----�• ASURVEYOR NO. 957 O a, r T---32 0 9 13 \• West '39�49-feet; 10C South 05 32 01 West 39.49 1 -_ _ LAND � � h _ _ 11 4 - Eas _ 127.70 feet 13) North 58' 53 East-3l.C4gffeet; 14► North to 83 _ 41' 10" East 81.90 feet; 15)-North`- gg ARKANSAS w p r. g7•, __- is ! �� t -�-- N - -- 0 0 135' / - -- _ - _ 1 ( \ \X�\, . FENCE ° North 77'-37' 36 -East-39:73 feet;-17) South-69 40 42 East 47.65 feet; 18) --- - _.� -- --_. o _� 58 02 42 East 106.32 feet, 16) o - -- O r S. 9p ---- 8 14 U ` a ° 4.4 feet; -201- South 88° 39' 18" East 41.92 feet; ch._- __- - Sob 49 07 -59 East 48.83 feet, 19) South 54 09 _22 East 8 6 e =, o30 ° 9 f- South 2° 42 33 East 212,86- „ SSMH o r 8 h 9 l 21) South 80 44-- 21 East 50.1a -feet, 221 South 33 5$ �0 East 150.37 eat, 23) S u 3 _. , ,.-..-.. 'i i.,1'. w N� O �...130.,.. \ S _. .. i" _-+.^ Q O. `... � � ' " f r 74° 45'-31" East 64.15 feet; -26) North 57 29 16 East UJ TI I AT F PR IMI AR i' feet, -24) South- 54 08 _28--East 107.26 eat, 25L North x CER F C E O EL N Y t I i �� Ills I �r, II 8 \ ° ' 1 " 117. 2 feet 28 Oth 49 29' 05" East 40.18-feet: 29P South 28° 20_ - -- --- -� V I EN INEERING ACCUR CY X 101.37 feet. 27)_South 44__50 0 East 3 )_ G A I i 131' w. 34 0 1 S 29 ! ', r �9 . 5 +• - 4 f the Southeast 1/4 ofsaidSection 8;-thence'North"--_-- O. _ ,B � 0 18 East 40.06feet to a -point on the tine -of the Southwest o _ \\ I� - point t the Northeast corner of the We§t 1/2 of CD* I O S, 87 2a 04West along said South line a distance of 98,49 feet to a pot a I, WES LOWDER, HEREBY CERTIFY THAT THIS o �, , I '-3 9 . ? 11 A E S / o � t O � , . � , o,� r - �-- � ,.�I the Northwest 1/4 of the Northeast 1/4 of said Sectioolft thence South 02 24` 07 West along the East line of said a PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME, ` 0 2 �' 5 I;I ro [n,9 0 130''' ��\1)t.,.'i - 2 / ,--8 - __?�-_ �� n f 127 .67 feet to the Southeast corner of said West 1/2� N� ao -- 0- \` I OTH West 1/2 of the Northwest 1/4 of the Northeastt/4 a distance o 9 1 ` AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE r / Y FE CE� - _ (0 STREET , \' \ h Northeast 1/4 thence North 88 03 50- West along the South fine of said West 1/2 of the O• ROCKSUBDIVISION RULE AN R REGULATIONS HAVE /- )I , ` the Northwest f/4 of the Z. OC S D EG S / i 134' m 35' U J 8 4 . - _ �X c� I 'S H _ _ \ Q -1/4- distance of 659.382feet to a Dint ai Southwest corner of said West 1/.2 of the 1u - 20 --_ r 27 - v�'`'`. / %' ti - ` SSMH Northwest 1/4 of the Northeast a t p F BEEN COMPLIED WITH. / ' _ �- i Icy Northeast i/4' thence North- 88° 03' S0' West along the South fine of the Northeast 1/4 of the %%-�jjj / O s?• \ �o r 12 Northwest 1/4_ of the %;/ .% ,/ , %, as I \ // o f i f-1 f feet to the POINT OF BEGINNING. containing 3,088,657 square feet or. -70,906-acres; - rn� I p %; '. co 10 37 ' B --__�C tt y c� = 17;' C `, Northwest 1/4 a distance o 3 6 69 --' ='� �� / 1. / w ° 13T S. more or less. - _ _ ,,! /X1br o'v / ; '! ° a o 2S'- f_ DA f3 EXECUTI N WES LOWDER %'�'' eL 0 ., _ 2- _ 130- 36 5q• , ^o - ran 60: REGISTEREDPR FE PROFESSION '.�j' / 2, � . A O S L 3g � b - -- - --- - _ - . 0 ENGINEER 4 43 'a„�.-,:-/.' s � \ '� 1 �" CM co ' _. - ----- -- / q6 NEER NO 9 ---------- / _ , 15 B.L. -- --- - - ��/ ARKANSAS�//., l / o fl \ e \ _ ---- f 510 y a P oo' WOOQ - ---- - -- O 11 6 4' \ T _ 5o•-o-rs-o-w _ �_, TRACT:Zllr i �li a 26 39`K lip - - 22'-0•. ASPIIALLCOtlCREfE lIDT NIX SURFACE COURSE (TYPE 2) d$0=-- __.-�.�-�. .-.../---_ .:-- _------.. -- -' � '.� � .?�] _ -. _ - _ � � _ i i I ' I i :•; � 12 : 25' � B.L. `50 `'., i.-..-�,-Z V V _ W ',� 18 SEED AND Mutcn zso tss PER w. m. CERTIFICATE PRE DAt ARYri (TYP.) ,-s" - 4 0 r i ' = --� �_�-�-�-�.! p - 7 SSMH tI o �. io rr. -_�- v� 7 107 `r� i- a GREEN -�j PLAT AP ROVAL 7 A 47 d' O M - SHDULBER - _-.. �V�--�^--�- - `I . ; ti I, i "128' o'' 41 4 O a - i-� �O O� >. - 117' '� v - -- - (SOLID Soo). Soo) 2' Or - • I V-or LAW 450 2 0 --��,.,-, -- �a o �r --ti� s-o swtwax IT o LANE - i� Ate' T F THE ITTSUBDIVISION p �g 0 3gp A 7 lam, - ALL REOUIREEN S O E LITTLE ROCK ',� 48 o 24 - 450 _=i '" --�� , 4 10 6 r c o o_ RULES AND REGULATIONS RELATIVE TO THE PREPARATION - 63 46 S- w ao .1 0 t } -,- 4 SIDEWALK 41, 9 AND SUBMITTAL TO A PRELIMINARY PLAT BEEN I -- ° 3SST`STREET SLOPE - PROFILE GRADE o.ot Fr./r'r. - - - - -_-_ -- s® AND wtcN - FULFILLED. APPROVAL OF THIS PLAT IS: HE13EBY G -r� SLOPE o_ozrT./FL 510 A2 f./Fl. I, (TYr.) 6,' 83 I 90 - rs. - - - 4 0 - - SUBJECT TO FURTHER PROVISIONS OF SAID RULE ---"45i cn _ . - `5 O 4 p 0 fy o + to T2 '- �- AND REGULATIONS. THIS CERTIFIC TE SHALL EXPIRE: 0 fn G p o + ti o' kr - 'o-�-�� __-- -- ._ n� A BLOC 21 ti .r w_- �•' 1 m 2 �- i O 1 0 1 O A 0 42 q 0 2 v 49 . CUSS 3 VPRICNT _. a, .. ,_ _ _ _ _ _. -_ _- Dos Fr./Fr."; o.a2 R./rT. 420 ---- '3'r __�-_ - r 6.', 3 15 q) - ---- - - _ _ b cuNe a cmTFrs � �� ,✓ r- _I_ _ - Ste' �O � /S,' / o o ' 14 o a`� � 43 a, 25 � O :_ A2O °D , (BOTH SIDES).... _-__ - T AGGREGATE B/S€'COURSE (CL 7) --- .��.�� _� l� - ^� _ - SEE DErNL - PROCTOR DENsrrr _ ACTED suecsAoe- --: __.� _- 3 90, @ A 0 13 rn c 2 0 o �8:�' _ ,D u - A 1, 1� ,1 A y 1 u o m _ __- _ ._ _._.O't00X MODIFIED PROCT - _ ( ) _ -COAT o.t sr -- . a 96% uaDIFEo PaocToa % - 70 <.25' (B•L " 5 • B.L - 15' 60 `' e O 98' v a r cn ANDFRINE__ .( cA ) 410---msmc� Aa w. - �� A g co - /,�_ DATE 75 �: siDEwnix SHALL 9E No GREATER THAN -_ : Mira- OF IMPROVEMENT - - -- �-----i�� v .� . � �1-�- �-- ;' � - � i8, � _ ?a 51 . 76 .�, o, ,� - 101' 6 INCHES A80- (cur s TUA ..N> oa ���� w 6 INCHES BELOW (nLL_SrntATION) c� THE BACK. OF-Ctste:_---- -... - 400 co --- SEED hMULCH -. ..____--- - _--��----- _----__--__ ---- _ . -- --- - DATE OF EXECUTION NAME, LITTLE ROCK PLANNING � I 4' 97' � - - 74' 76' / o. / �� - � 1 � \ \ c➢ \w �c o ', � 6 76' 76' - t �. \ _TOTAL- LENGTH- OF STREETS 4.450 L.F. -_ -_ COMMISSION I � /I -_� : 8g. 25, i� '0 52 `L0 �1' r / `/ '_ 7 •.. !. '�_ 2 . \ o� k' b L a a c� -- \ T 78 o r - - .. �----- _. ,i TOTAL LOTS -- � B.L. -- w o t3GK• _ Q -- / 0- - AVERAGE AREA OF LOTS 11,489 S.F. -- Y of 1 m 4T n v M 0 53 �� 2 -' / _ �/ �L 22 ` \, �\ \ m -NT \� , I / FLOOD PLAIN STATEMENT o 21 0 % �, 56 o 4 9 _TI3l@ / �' ^� W o SMALLEST LOT SIZE 8,402 S.F. / 22 o J C, _ FENCE N � � 2O' r 5f� `�� � �UND-IRON PIN IA LEI -._� ��� A PORTION OF THE PROPERTY SHOWN ISLOCATED 18.36 NORTH,v0;32' -- WITHINr THE 100-YEAR FLOOD PLAIN AS DESIGNATED -'� \, ,i -FOUND IRON - �' SSMHI u 9 8t 105 121 94'' `F BY THE FLOOD INSURANCE RATE MAP, PANEL NO. PIN (AXLE) c N88 03.50 W 1316.69 �7 , 2 4t �� : EtJCE- !- �OF'S18" REBAR'.., y 050181 0081 F I-- Y THE' .FEDERAL BLOCK 20 Lb.�\` \ \., v A•,`', .. - �� rV88°03'5 - \' ''32. ET EMERGENCY CEMENT, AGEN DATED OCTOBER 19, 2001. �" \ v v OLIND 5/8 d7n 59:35 \ - -- �\ / II \ - \,.\�\\\\ RRAR�� a0/ EN\ \ I \� P: PROJECTS '2003 ROJECTS\303-222\REVISED-PLAT - -- >� \ \ �OJJND - i _ _--� ' EBAR.' THE DSGN G3GM�L OIL D©C�MG`A1C5[1�14� BAR NIS OFYONESI ALE ON PRELIMINARY PLAT SHEET 1 of 3 THE PLANS AND SPECIFICATIONS INCORPORATED ORIGINAL DRAWING. DWG MEIiLBURGER DR SDN HEREIN, AS A PRODUCT OF DESIGN SERVICES, OF PART OF THE SOUTH 1/2 OF SECTION 8, WOODLANDS EDGE NO. FIRM IS THE PROPERTY OF THE MEHLBURGER FIRM o ® 1" 0 AreblteMs-¢°g+°eemCHK BMW AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON AND THE NORTH 1/2 OF SECTION 17, T-1-N, R-13-W DATE 10-20-03 WITHOUT EXPRESS WRITTEN PERMISSION. THIS SHEET, ADJUST PULASKI COUNTY' ARKANSAS LITTLE ROCK, ARKANSAS PROJ APVD SCALES ACCORDINGLY203-222 2DI so,dn Izard 0 taH<. Rfwo. AR 72201 0 soija�s-533i BMW NO. DATE REVISION BY APVD THE MEHLBURGER FIRM. RM NO.