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HomeMy WebLinkAboutS-1313-E Map 1r SMH MA H \\ `� LINE�9 N° 1 0 0U'S4"Vil 2 n � � 7g e< ° 73 ' �2.69' FLOOD PLAIN \ CENTRAL I 04'0 E \\\\ 71 \ ' �� ARKANSAS 1 �X _ \ 3G'� _ A TRA H-1 U & WATER x Z OODLA EDG S \ ` \ 147.47 E V , p� $\S 1 pw FLOOD PLAT G-7)33--� , ° P �. 1 (n \ 5• PATH EXISTING RO \\ - - t 15.5 if \,1� � ` 0 AY TO HERE v ° "w 1� SSMH TOE OF D M-� O ` , �� \ r ? \\` �' 48.27' � ° � ,. q. 1 N� o tvv°,a g.7 ;� a\\ S1149192 E ' 6 WC) / ` FLOOD WAY ` 11 +A = orn:� h 3•�Z� SQ9o0-4m B fig. io 0 00 y N$2°11'S9"E o 0 3.4 3' S " 7 / s r OD 1 � TRACT J-1 � � ��� � �4 22 ',� ° 836 37 28 E ct 8° , �/- -ip~E � 50,14' � E e , ale• 10 \ l 40.75' + n � _ -=-: -- 1 1 9 - - ' _-... - 41.92' ' -� �\ / _ - - OD ND E E g 1 > 380 C \ ` I t ' 9- N855 F \ - a n -46 i - -�//7 ,\\ 75 73 34"E S E S V V 1 , stu'q °11'46"E / P �. S88°39'18"E \ I F S46°?_3'23"E � E r i � a � �.\ • ago S0.12' 2"E SET 1/2' ' FLOOD ` V V S V V i� �_\\ 8.56' FLOOD PLAIN I REBAR I \ WAY �Ar eT ,•7,�; \ a�t�11 t urrrgi� _ _ _ A q VICINITY MAP N89 57 59"E 43.05' , F6LOGD PLAIN, I F hu OF AY NIT I ` > \ 7 L 1 > 0 BRODI � I 15 SE,N_R R b1 - 410 �\ y SUBURBAN SE ER IMP OVE T STRICT SET 1/z 04 �7 E (n ,7d� , REBAR ° w05.68 / `r; \ , MH NO 239, PU SKE COU TY, S 44,4 420 93,2 \\ FLOOD WAY j INSTRUME NO. 20000 058 SSMH a r PRO ONAL T C H LINE I \ ®IABAND NED)\ a EN * EER 430 '�8.474 ACR 774 ACRES+ ' �' �-''c� .493 390 - ." TRACT J \ 440 1Np. 400 O \\ �\�- 5' PATH 50 �[r 410 �<�G FENCE oI r � WAY � O, 24" WATERLItVE\� \\ s`S4 � --- 17° SECTION C T I O R' ��GpFt, 26 587°24'04�iEo 132i.3g. L I I \\I` � I` ��. SMH a \ 360 FOUND SET 1/2' Z FLOOD WAYS/ 0 1 i,, 4� Z OPEN PIPE - _ _ � REBAR430 UNDER CONC�RUCTIO \ \^\ 0 ['^1 � \) 08. 4- - r 1 �O FENCE __ 1, r_ $$7°24' " SET 1/2,. \ \-H p �t �1� c3d(Jo 44 _ ..04" 663.37' REBAR \ z - \ -_- - H i y�°2 <<• o + 0 E .S T I �_;-,__ FLOOD PLAIN 7 ,? Fj 40.1 \ hi - S 17 450 1321.38' g. 77 5�1 1 ® 0A5-31 S2 0'1' . 480 0 \ W4, SET 1/2 40.06'� \� REBAR 460 - CD % - o - ( $� \ 60.69' 562.21' i- \ 0 FENCE - w „ \ Q- o v o l` 120, �- --.� \ ENCE SSM v 49U a <� o - \ 775' �FOUND DISTURBED 2 / J 2 FLOOD PLP[ FOI }7D IRON f Ir n /o h - ° TRACT { �l� FQAR 'AT FENCE I . \ I V V V S \V V 1 o� �/ 2 J/ v e \ \� CORN€R (NOT IN 11'O, (CAPPED) 4ti0 �0�, �- SM ^ m ro 720 �'. \__� GROUN a v t (CAP. PROPERTY DESCRIPTION q50 15' SEWER RIGHT OF WAY EASEMENT \ / i v rn LAD, M `) / �\ 44 SUBURBAN SEWER IMPR EMENT DIST T 1S' . 3 ) 70' \�LOOD WAY Part of the Southwest 1/4 of the Southeast 1/4 and part of the Southeast 1/4 of the Southwest 1/4 of Section 8 and the : 0 NO 239, PULASKE COON Y, ARKANSAS 1 U 06 s SSM `� SMH 3 e >. ^� �� PROPOSED 2It to ' West 1/2 of the Northwest 1/4 of the Northeast 1/4 and the Northeast 1/4 of the Northwe>t 1/4 of Section 17, all in T-1-N, 4 0 INSTRUMENT N0, 20000 7Q58 Q rn %1LQl,K 20 \ ATERLINE Ut9pE -; R-13-W, Pulaski County, Arkansas, more particularly described as follows: -I� C6NSTRUCTION 9 , BEGINNING at the Southwest corner said of the Northe s,t01/4 of the Northwest 1/4 of Section 17; thence North 02°08' 410 ry 17S, 0 120 A� rOs 2 Oh \\ \ Q 0 5 B.L. East along the West line of said fo�ljheast 1/4 of the"orthwest 1/4 a distance of 1302.56 feet to the Northwest car r 4 �- of said Northeast 1/4 of the Northwest 1/4; thence SouiMQ870 24' 04" East along the North line of ast 4 CERTIFICATE ELIMINARY p 8 49' S 8Ir �, SURVEYING ACCURACY 0 P 9 "� 10V�� I Q .,. a7 \ of the Northwest 1/4 a distance of 663.37 feet; .thence Ngnr�h 00° 00' 00" East 314.68 feel,' thence North 07° 42' 00" \� � 73 � r2 '` � O � O West 358.85 feet; -thence North 83 47' 06 East 93.29 fleet to the Westerly line of titte,:;n feet Waterline Easement; 0 I 1, B. MICHAEL WATSON, HEREBY CERTIFY AT3g811S \O 0 8 QW, o 7 \ thence along said Westerly line North 19° 21' 39" West 322.68 feet; t muing aping said Westerly line _ k/ rn PLAT CORRECTL�Y251EPRESENTS A BOUNDAR URVEY BLADE OR Q O 5 5 - h 105' \ North 400 00' 54" West 48.27 feet to the South Property line of,-PumpinV4§tation; thence North 64' 45' 56 East - ` L2 - - -70 along said South Property line 15.51 feet to a point on the W �erly line of a 15 feet Sanita y Sewer Easement recorded , VERIFIED BY ME4 THAT ALL SURVEYING REQUIREMENTS THE ? h 6 9'O W �\ 29TH STREET \ as Instrument No. 2000067058; thence aloe said West line North 40' 00' 54- West 10269 feet thence . STATE O`- ARKN9AS AND CITY OF LITTLE ROCK SUBDIVISION-_.� � � � l aD )- �/ h prn,+ n � � \\ I. 1 ,5 RULES AND RE61ilgATIONS HAVE BEEN COMPLIED WITH AND A �i (� - North 50 00' 54" East 19.29 feet to a point on t asterly line of said 15 feet Sanitary Sewer. Easement; thence_ � `r r - SMH Ik 8 � y 7 - A� ,"�'"/ ^•p �' 11 �,// \ I � D N I ' along12 said Easters line tfie followin t courses anAS(fstances: a) South 39° 55' 55" Eaa COPY OF SAID BOUNDARY SURVEY HAS BEEN DULY FILED FOR ro V V v SSM O NELL Y 9 t 147.47 feet; 2) South 0 85 JAMES s 19° 11' 37" East 149.92 feet; t e North 82°=11' 59 East-3.43 feet to a point in the centerline of Brodie Creek; thence I RECORD AS R11RED. `' 6 4, 72 \ 0. ��� yq, ` �- 2. along the meander lined o Br�f- odie Creek the following .tufty -eight (28) courses and distances: 1) South 36° 37' 28" East 40.75 460 Co 21 South 110 02' 34" ast 37.73 feet; 31 South_ 46' 23' "23" East 22.12 feet; 41 South 01 50' 52" East 38.56 feet; 5) North ' 156 / �2 = 0 Y ^ 1 . 4 4 7 `ACRE ± z J Sep so 12- B �9 S i p 89° 57' 59"yC�'' 43.75 feet; 61 South 35° 04' 57" East 105.68 feet; 7) .South 12° 57' 30" East 142.30 -feet;_ 8) South 9 � _ ), i 06° 29' 34 East 63.p7 feet; 91 South 05° 32' 01" WeSF�39.49 feet; 10) South 48 49' 43"Gast 58.05 feet; 11) North DATE OF EXECUTION S. MICHAEL WATSON u v o ; / o . h o a I - $5° 1.71;" East 127.70 feet; 12) North 48 58' 53" East 31.07 feet; 13) North 63' 41' 10" East 81.90 feet; 14) North 430 REGISTERED PROFESSIONAL \ n a �7 7 m- - 2 33 9 @ ^ \ (I I 10 r \0 58 2' 42" East 106.32 feet 1 16 South 69° 40' 42" '.as 4 0• LAND SURVEYOR NO. 957 "a (fir _ _^ 32 - - \` >g,- `<• _ 13 5) North 77 37 36 E?� 939.73 feet, I t 7.65 feet, 17) to 6 r, o � I ¢ { C� South 49° 07'59" East 48.83 feet; 18)-South 54° 09` 22" East 84.419 feet 191 South 88° 39' 18'' East 41.92 feet; ni 49p ARKANSAS w d o "( 97' 95 390 ^^h e� FENC I O ` \ South 800 44' 21" East 50,14 feet; 21) South 33° 58' 40" East 150.37 feet; 22) South 32' 42' 33" East 212.86 01 s, 135' _ 1 0 � ' 9 T 0 � 1 fee ; 23) South 54° 08' 28" East 107.26 feet; 24) Nor"CF4° 45' 31" East 64.15 feet; 25) North 67° 29' 16 East +-, ^o u c --` >>� 30 9 ( J 101.37 feet; 261 South 440 50' 10" East 117:32 feet; 27) South 49° 29' 05" East 40.18_feet; 281 South 280 20' � SMH o ,_ 8 - '� � gS - ^h �� r - ^`:� 20 90• 14 CERTIFICATE OF PRELIMINARY / co CY ' 0 130 ^ 8 18" East 40.06 feet to a point on the South line of the p�outhwest 1/4 of the Southeast -1/4 of said Section 8; thence North =' �`I w r % I - ` v 870 24` 04" West along said South -line a distance of 98.49 feet to a point at the Northeast corner oftheWest 1/2 of ENGINEERING ACCURACY V E „ l -Y o 10 �S; 29 : F 15 I }`` ' \ A, the Northwest 1/4 of the Northeast 1/4 of said Section 17• thence South 020 24' 07 West llon the East line of i O j 131 ro. 34 o e 9 said aO I WES LOWDER HEREBY / O v� rri \ (O ^ti'Q s ° 7"-¢ \l West 1/2 of the Northwest 1/4 of the Northeast_ 1/4 $ {�Istance of 1279.67 -feet to the Sot.. _,ast corner of said West 1/2 of p CERTIFY THAT THIS 3 9, 211 A / C+ Q the Northwest- 1/4-of-the Northeast 1/4; thence North i 03 S0" West aloe the South line of said West 1/2 of the ° + PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME, E S ki o � 9 I O 86•' i 28 9 20 cvi � � oD m o 13 . 2 2 : 16 Northwest 1/4 of the Northeast 1/4 a distance of 659.35 feet to a point at Southwest corner of said West 1/2 of the `' p AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE co I / ,-!3 0 8p. S - I(D OTH STREET Y FE CE ^b Northwest 1/4 of the Northeast 1/4; thence.. North 88° ` 50" West aloe the -South line of the Northeast 1/4 of the Z ROCK SUBDIVISION RULES AND REGULATIONS HAVE � Fes' � (j g h�G BEEN COMPLIED .WITH. G 134' m 35 U 82' B.. -1\ 15 �S P Northwest 1/4 a distance of 1316.69 feet to the POINT OF BEGINNING, containing 3,088,657 square feet or 70.906 acres, J P U o S \ 27 37 N - --\ � SSMH more or less. - GENERAL NOTES oo I / bkQ) ( J a 2- o r I 12 - SOURCE OF WATER: CENTRF.L ARKANSAS WATER J °` w 10 13 7' n 37 \ _ ^� ?S\ ro \�i4 17 SOURCE OF WASTEWATER: f._ITTLE ROCKWASTEWATERUTILITY Dq (fig EXECUTION WES LOWDER ' 2S @. O •Q��> \ O 76 i� c?, \' a'(y ` i� I 11 I- P� --- 5>0 TOTAL .LENGTH OF STREETS 4,450 L.F. d O p6 REGISTERED PROFESSIONAL � � --. -31; ?O' � S rc 'ZO I TOTAL LOTS 78 I 0.5rJ ENGINEER NO. 4943- i- '-' 38 _ 9- / 0 ° w t 125' w co I E 510 AVERAGE AREA OF LOTS 11,489 S.F. Ito �� ARKANSAS UU� 11� 0 1568.E U`0 10 Y cn+sr. 500 SMALLEST LOT SIZE 8,402 L. T� HR SDH 13 0' TRA �T Y p (. a. 50'-0' R-O-W \ o ^o G 130 ' _. �COINT p \`?>0 105, 119 22•-0• ASPHALT CONCRETE tar lwu suRrt�E co.msE (tvtt 23 480 -1 \� / TRACT Z cNi, J 75 26' 39 ! r• !'- \ ��_ ry , �, »> P 12 50' ¢i 70.- 0 25 m cn 18 io SEED AND MULCH - 220 LBS, PER SO.. YD. f- (7YP.> s'-s`GREEN 470 CERTIFICATE PRE tIVARY // N ( 25' B.L: $0 o o GO OD I 8 ,Er SOULDER 46n PLAT APPROVAL �0 1 /SSMH -7 < / to in 47... ..,38 70 \ 107 'ri (,.1 r- Q 5'-D' so>=wAuc (SOLID ) z'-0 11' 0' LANE 11'-0" LANE - 2'-0" `�' 128- a 41, T: 40 S o n �. ` 117, 45Q ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION �h 90- 390. T 48 7 I RULES AND REGULATIONS RELATIVE TO THE PREPARATION 100, : 6 c7 I o o / 63' 46 S, v m o SLOPE rPROFILE GRADE 440 ; AND SUBMITTAL TO A PRELIMINARY PLAT HAVE BEEN 5' SIDEWALK 65 ^Jv 4T w (j OD ro 19 ° 1ST STREET 0.01 FT./FT. SEED AND Min;;: I -� FULFILLED. APPROVAL OF THIS PLAT IS HEREBY G r 1 rr Q7 0 .� �- I 705' a (nP.) 6 83' I - - .405._ ..-_._.__,118.'T----- o.01 rT./rr. 14.ag 430 / 1NO' SUBJECT TO FURTHER PROVISIONS OF SAID RULE / j 95' 19p 82 1 401� o J4 ? 0 Z j2--- \! ( SIDES) T o.oz �./rT. / �cREwTEOeASE cwuRSE ct 4 0 �7'1 Ey C'p� AND REGULATIONS. THIS OERTIFI A8SHALL EXPIRE: 0� i o j 16 pv B5 OQ:: 219a Dyo 1p� 42 4 y / �� v 49 o SEE DETAIL _ LLL ( ) COMPACTED SUBGRADE - $ �5.. Q n�0 14. O p� + 3 _. a A 20 E) W 11 - O LOOK MODIFIED PROCTOR DENSRY �\ _ - 'j 9 - r Ut Z � - 5 �. ! Q W, '3-Q (T(PJ AND PRIME COAT (DA GAL/Sf) 410 O s5% MODIFIED PROCTOR 0" TO' �L � .- 13 � 25' 0q � 81, DENSITY - a 25, . . B.C. .. to O NOTEI SIDEWALK SHALL BE NO GREATER THAN - may. p ��t� �r-� �,1 _ DATE - rT�- 75' 2S' - .. s 9.._ $ i.. : ESQ 93.- /. 9$ _ f . 6 INCHES ABOVE (CUT SITUATION) OR TYPICAL f IU96_ SElil toll OF I E - _ � 18 51' 76' � B.i, � _ 77' 101' ��CGGG��' p � � 6 INCHES BELOW (FILL SITUATION) N6 - - (V 2 76• b -�y �•" rO 5,0 ", �W (� 10 THE BACK OF CURB. •SEED &MULCH 400 -.. ,.1 (O q •,: - --BF V E O Af� I -� 16 - _ r . -t r� l,. I DATE OF EXECUTION NAME, LITTLE ROCK PLANN_I G / -ROAD o 51 Q� / z "` 64' 9T 74' 76 / o_ / . W w Nz o 1 COMMISSION / 8 76' 76 52 20 t / / r c C ,90 �// n 8_ �5. r o, 25' B.L. B.L. W o Ci 8 ¢ O p 21 � _.. FLOOD PLAIN STATEMENT 390 �P 19 ¢i 0 20, 0 21 ° o M N 0 53 8\-� / 0� 22 �o �Q 8 w 56 v o TRACT Y ti A PORTION OF THE PROPERTY SHOWN IS LOCATED esoHI i s° e° FENCE 100' " 22 h 6 55 54 a FOUND IRON PIN to LE)WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED 7 80I FOUND IRON s k• ,,,1916.36' NORTH, 0.32' W T 7 11 I 12 R C P SMH 21 94 ^iY71 2 4j FENCE OF 5/8_ REBAR LEE COX BY THE FLOOD INSURANCE RATE MAP, PANEL N0. PIN (AXLE) �E N88 03 50 1316.69 050181 0081 F, ��UU LISH Y THE FEDERAL OAKDALE ADDITION ELEANOR GPO b� BLOCK 20 �� MAXWELL �J EMERGENCCCC AtTAGEMENT AGEN DATED OCTOBER 19, 2001. PAT 8 OK 1 M`N 4y� FOUND'5/S" P: PROJECTS 2003 P GE 1 WI L ON NE til , BETTY FLEMING HENDRICKS 420 N88°03'SQ"W 659.35' STREET \ ROJECTS\303-222\REVISED=PLAT I I I II �P ti REBAR FENCE I' L / MAYER/SHEPPARD/LEHMAN & f'LY _ FOUND 5/8" 2 D REBAR I,R) THE DSGN �� VEn0SCALE AFAMQ���(S �(� �©�'����]n Q� SHEET 1 of 3 MEHLBURGER DR THE PLANS AND SPECIFICATIONS INCORPORATED BARN ONE INCH ON WOODLANDS EDGE LITTLE ROCK, ARKANSAS DATE 10-20-03 PROJ 203-222