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HomeMy WebLinkAboutS-1313-E Map 2a ��0• E� 3 Mnp�i ewe c m -c,°C °' -\ a . &P SMH e . " O 76 ` I it,o-g.� �i. 1 \ N 0 00 54 W... OD PLAIN 2 Sunimx iNS>� GrvxSu lele'O. L%., a.�6i -I 2 4. Wei° uermib0•"<-'FINANLIPl4: p.FP6 ° I , \\ 1 FLQ y 8 3D'}-I'q-zC) ` AM x ^ FLOOD WA 23 JWOIj) OD NDS 147.47 -oVI m,+ d _._-__s ._ \/tom j��-�`'EXISTING RQ 4 N TO HERE I SSMH V TOE OF D M� 1 pI• -. !„ Uo0 - w .. 4 N. . 48.27' � ` 1 \ � S19°11'37"E ' �' - O O' jN 3 •:v - - o. - °uy C _ FLOOD WAY v1• A • � eh . ,3 °a2� sQ9a-.• r Co. 1 m o oo \ N82°11'59"E OD , /1 or \ 3 L" 8S 1. �,;E �y \ cr i \ 3, 4 _' SQ y S36°3] , , 9 92 ,1 , \ ale• , _ C t `I^ CT SITE 2'34"E S �J 1 �, N 6 E `439'1 \ \ 40.75 11 _ Q w �� 854 / P S8 8"E PRO.iE - S11°0 �R -� \ 37,73 1 - �z H S46°23'23"E , \ Ile, NE ` ` ' \ 80 \I y \\ vv 2210 LOOD PLAIN SET 1/2 , , E SO1°5O'52"E F REBAR FLOOD WAY N89-57'59"E --FLOOD PLAIN 0) 43.75' � C_ �360 i11 15' SEWER RIGH OF WAY NT >> BRODI G�?EEK .+f0- ,K AB�� °°°°Ni°° VICINITY MAP _ \ \\\ 04' 7"E �co• 76;-� , , ` SUBURBAN SE ER IMPROVE T STRICT - NO 239, PU SKE COUNTY, S \ \+\_ N ° SET 1/2"1 y 5 68 / �• SS ���PR I AED� _ - \ \ ` M \ \ INSTRUME NO. 2000067058 O IONAL� a = m n0 -- - 410 - \ ) \ REBAR e r a - 931' I �\ \ 8 , 4 7 4 A + _ - \ ° : ENGINEER Wit FLOOD -WAY t tz 420390 LINE w �\\ °°� re 430 \ \\ 3,774 ACF ES_ pow r �;•� 400 FENCE d o +�rtrt iltR! 410 �' �4' WATERLI E \ , tS1 - I 440_-. _ _ _ _. __ n \\ �_. -i T 1%2" Z UNDER CON RUCTIO \ \ \ I FLOOD VJAY SS4 \\_ y8e $ - (\ 6� ! S87 24'04'iE,; 1321.38' REBAR430 \ _ T ._ _- ° SET 1/2" SSMH ?i9a �1°YL9 � a�� 49° - _ .. _ 587 24'04"E 663.37 REBAR - - FOUND 1" FENCE - OPEN PIPE _ - �� 460 - - FLOOD .PLAIN M 4 0,18' H ION - 450 1321.38' S o ^\ 1 \\ eA51S28°20'1 �v = _ asD N�� SET 1/2"__40.06'.. FENCE CD _1 q� 6 ..-� �\\\�\ �\ �. REBAR`-�. I 4g0 -- -- - 460 0 f N 562.21' \ 0 .1 FENCE RE T 490 ���\ `FOUND DISTURBED 24" j 2 TRACT X \ FLOOD PLAIN \ !�/ rn - \�\ AR•`AT,' FENCE FO D IRON 120' GRORUNR INOT.IN I 11 FtiV (CAPPED) 1 V V \/ I V111 VV UUU 450 _ L__3 10 rs N. 3�0 \ \FLOOD WAY y .... \ PROPERTY DESCRIPTION 44 - -__ �= _ - 3 OU rn BLOCK 201 \• �\\ \� PROPOSED 2�° ' art of the Southeast 1/4 of the Southwest 1/4 of Section 8 and the , - - --__.� _ ---- � ° _ Southeast 1/4 and D _ --- T BL \ L SSMH ATERLINE \ t of the Southwest 1/4---of-the S t t/4 of the Northwest i/4 of. Section 17, all in T-1-N, - - 1 7 CONSTRUCTION Par- -- . - C h Northwest 1/4-of the Northeast 1/4 and the Northeas West 1/2 of the 71 C,f.s. �_ % 0 Q(15J- J � Arkansas more particularly described as follows: _ CJ - -W Pulaski, County. -+n --_---��z__ C NST TION 9 - rtheas . V4 of the Northwest 114 of Section 17. thence North 02° _ ` _ O �\ 4 Southwest corner said of the No {3 1 2, feet to the North st G_RTIFiCATEfLIMINARY - \ (j `9 i0 BEGINNING at the S 1/4 of he Northwest 1/4 a distance of 30 56 - O n 8 O / id Northeast C \ 2, " the West Ime ot1 5UR4'EYING ACCURACY 9 \ !1 ' 1 08 Oa East along I t 1/4' thane@3�outh 87° 24' 04" East along the N s \ I 1� I corner of said Northeast 1/4 of the Northwest ' 7 37 f ;thence North 00° 00' 00" - t 314.68 feet; thence North - distance of 663 \ Northeast 1/4 oftheNorthwest 1/4 a ast 93.29 feet to the W yr-11he :f a fifteen feet B "!'CHAFE WATSON. HEREBY CERTIFY AT3g�IIS- i V �� 0" West-358.85 feet; thence North 83 47 06 ° GURRECTL<iEPRESENTS A BOUNDAR URV Y DE OR 11 \ 5 __5- 1 705' \\ I \\ 07° 42 0 . 8 feet; thence continuing -along Yo 09' 29TH STREET \ \ Waterline Easement; hence along said Westerly line North 19 21' 39Pro art doe of a Pumping atation; thence North I ._ -ED.BY MEa THAT ALL. SURVEYING REQUIREMENTS THE rs 6 rl line North 40° 00' 54" West 48,27 feet -.to the So th p Y3 _ . �E OF ARKAA§AS .AND CITY OF LITTLE ROCK SUBDIVI$ �� - O m . - said Weste y line 15.51 feet towe to a point on the Westerly i;te of a 15 feet Sanitary a - rd8 -_ro 9S•- h h rn` 5" East along said South Property - 7 T it I \ I �\ \ 12 6 a 45 5 Wester! line North_40' 00' S4"_West RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND A - n VV Easement recorded as -Instrument No. 200006705 , Brice along said y _ Sewer,�.; f ? to the to a point on the Easterly line of -said 15°feet-Sa�iiary RECORD !F SAIL? BOUNDARY SURVEY HAS BEEN DULY FILED FOR �Q` 6 �~�` 8S 4, 7 , 1! r ^4 crt 102.69 feet; thence North 50 DO 54 East •� 2,� 1 !�QC� tine the fOI104bitij two (2) courses and distances: 11 South 39 55 5h FtE C hU AS Rt rkl11RED. C ` v {�/ , 22• w• S H _ Sewer Easement; thence along said E y14992-feet;:thence North 82'-11' 59"-East-3.43 fee to a point in the 5,,, 156, -- - m non /t f-� _ C�If �\ East 147.47 feet; 2) South 1 ° 7- -West P ` 1. 1-9 • `F 4 7 \ACRES = _ r / L. I' a of Brodie Coe thence -along the meander line %f Brodie -Creek the following twenty-nine (29) courses and / o / 90• / center in _• _. 1 South - ° 37'=28"-East-40.75-feet; 2) South ti° 02' 34" fast 37.73 f (eet36SSouih 3504�57East P�� o O - - o - distances. 1 S DATE Or' EXECUTION B. MICHAEL WATSON �,` o ^'� 33 h 91• �� h �� 12 feet 41 th 01° 50' 52" East s8.56 (eat; 5) North 9° 5T 59" East 43.75 e. ) 4A ^ „ 7 2 8, \ I l 22• SOS, 06° 29'-34"- East 63.07 feet; 9) South 05 32' Oi" REGISTERED PROFESSIONAL IJ \ �' 57' 30" East t42.30 feet; 8) v 9 \\\'g. ' 13 i ° „ ° O . n 32 6Q I 1 Y �\� 105.68 G 7) South 12 LAND SURVEYOR NO. 957 ' FE West .49 feet; 10) South 05° 32' 01' West 39.49 feet; 11) South 48 49 _43 East 56.05 fee' 12) North 85 n q90 ARKANSAS o 97• S North 48° 58' 53" East 31.QBtleet; 14) North 33°-41' -10' East 81 _ : feet; -15)- North N) = - 135' 1 -o ^h e� ` NrE > r O 1 fT 11' 4 East-127.70 feet; 13) feet; 17) South 69°-40- 42" Ea'- 47.65 weet; 18) o r c o 90' �8-- 14�Q I O �� C 58' 02' 42" East 106.32_feet; 16) North 77 - 37 36 East 39.73 ee , 'o o, 9 \ 49° 07' S9" East 48,83 feet; 191 South 54' 09' 22" East 84.46 feet; 20)-South 88° 39' '2' East ass 2 feet; �. --� ` 8S 30 ^h \ �^�- ?0 1,�� So�3L ��Ij mo rw 8 o ' 130' Ci m So South 80° 44'-21- East 50.14 feet; 22) South 33° 56'9W0" Eastt"i5o.37 East feet 23)feeSouth26) ?7°3z9 E6stEast86 u1f CERTIFICATE OF PRELIMINARY I V co I I 8 feet; 24) South 54° 08'_ 28" East 107.26 feet; 25) tN 281 740th ' 29' 05 East 40.18 feet; 29) South 28"- 20' vl ENGINEERING ACCURACY Y 131, O 34 0 �S" _ _ n \ B�O9 tio/ 9� '� is 101.37 feet; 27) South 44 60' t0' East 117.32 feet; 1/4 of the Southeast 1/4 of said $action 8; thence North O• ` " O\ 0 18" East 40.06-feet to a point on the South line of the Southwest a oint at the Northeast corner of the West 1/2 of c0' - O O ^ '��� �� I 7 I, WES LOWDER, HEREE3Y CERTIFY THAT THIS 3 9,2 11 A E S 9 87° 24' 04" West along said South line a -distance of 98.49 the cefeet oSouth 02° 24' 07" West along the East line of said PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME, cc 9 00 I ` 130' 86 Q� 28 T the Northwest i/4 of -the Northeast 1/4 of said SecUongf7N Y FE CE� 2p ti0 dp" G 16 STREET _ of 1279.67 feet to the Southeast corner of said West 1/2 N� I �\\� / West 1/2- of the Northwest 1/4 of the Northeast -1/4 a distance5� O AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE Itp \ ` 1/4; thence North 88°- 03' 50" West along the South line -of said West 1/2 of the Z. ROCK SUBDIVISION RULES AND REGULATIONS HAVE 134' 0 35 © t„ 82' s \ the Northwest. 1/4 of the Northeast2fbet to a point at Southwest corner -of said West 1/2 of the c :0 BEEN COMPLIED WITH. I Jr 27 _ Q- o ff 0 1� - - - - H STR SSMH thwest-1/4 of theNortheast1/4 a distance of 659.36 aye' J `� O 17 P Nor _ of the Northeast 1/4; thence North 88° 03' 50" West along the South line of the Northeast 1/4 of the _ ,n, - hwest 1/4-o tainin 3,088,657-s re feet or 70.906 acres, - 5n0 I 0n 17 37 Nort the POINT OF BEGINNING, .con g � Northwest 1/4 a distance of 1316.69_ feet to tO O CfiB�• 26 ` a �s t 01 more or less. - - DA aQf3 EXECUTION- WES LOWDER 13o, 36 54'' �� ?� �, - S p \\6 �t -1 -_ - - S 3 REGISTERED PROFESSIONAL � s L 8 � - - d- � � \` 520 ENGINEER- NO. 4943 ,7 o m Z0 to 12$ N 10 m \\ - - = .y0 ARKANSAS __ � � 11 0 _ - 1 r' 510- 30' TR•ACT \ O - - -- - 5v � 60-THRti.�s l - - - -- H--PflIN m _ f � -- --- - _.._ - - --- p - - - - -- ^� h0 \19 \ '� Bo'-0' i o-W_. - =---�� \ TRACT Z 26' ' 50' 39 ro^ 7 . \ 0 25 y - � \ I' c __. w ^,-p• ASPHALT CONCRETE HGi iWX SURFACE. COURSE. s-S- - - z2o Le> PFR so..vD:_ _� CERTIFICATE PRE ARY J �Q• S�, �S �0 \ 10T co> 8 sem AND MULCH __47Q= - - _-� �__ PLAT APPROVAL - -- t C, 1 w -- o �• \117 3(fY B cRrEN - SHO60- - -_ a y 6 1y s0. 3_ 48 I o 24 o I \ s-o soEwALK(SoLo s0D3 z' 0 1'-0• LANE - 1r-0' LANE t5t)` f _ ALL REQUIROENTS OF THE LITTLE ROCK SUBDIVISION �� 10Y 63' 4 . w oo -i h -_ - - I RULES AND REGULATIONS RELATIVE TO THE PREPARATION 46 65- - - \31ST STREET - _ AND SUBMITTAL TO A PRELIMINARY PLAT HAVE BEEN I `'•.1 - - - SLOPE - - --- _PROFILEGRADE. - 34� - SEED ANDMUL01 ,,,.'!, _ FULFILLED. APPROVAL OF THIS PLAT IS HEREBY G 67' 83' �� 82• -,1 _-45- 'o- 1p5 �, I • �- per, 105' 0.01 FT./FT. ---_ - - - SUBJECT TO FURTHER PROVISIONS OF SAID RULE _ - .3,T - SLOPEO_02 FT./FT. .. SLOPE 0.02 FT./F7A O _ -_-- �(TYP.) ) (. i_ _ _ 9S' _ - - - - - _ j g n,`� p gq•. io , J.. 40'U ,�°L o I ao 1�'..- ..3x - i AND REGULATIONS. THIS CERTIFIC c�E SHALL EXPIRE: 0 � � w BLOC( 21 �0 1 �o w - t ' / %. �- D.o1 Fr./Fr. A� O 17 0 :. i6 3 15 0 - f+ 0� 42 ,.,.� 43 - 4 .._.._ -.. / V' ,�`G v 49 _ _ _ \.2-0 o -- CLASS 3 UPRIGHT - 0.02 FT./FT. / 0.02 FT./Fr. -- =- - •3n - ^,� 80 1 9 CD p�0 o i4 -.0 13 �� t «- - - 11 - CURB & GUTTER - L 7• AGGREGATE BASE COURSE (CL 7) - - - $� - - - (BOTH s oEs) suecRAOE 0- 7 0' �0 J o� 81' 15 60 9S �98 SEE INN - - -. - ® 100% MODIFIED PROCTOR DENSITY • 9� YOWED PROCTOR- -) AND PRW COAT (0.1 GAUSn 410 DENSITY TE _ -- 10 o = �` Q?4, 51' 75' 50 _- - yog SIDEWALK S ALL BE NO c�IEa mw 71(Pt(`et SG�jQIy OF IMPROVEMEl�I - i8 / 5t - -- BR1BfE ROAp-LA s B INCHES ABOVE (CUT SITUATION--- _ ___- `� -. B INCHES BELOW (FILL SIUA770N) -N15 - __- - -. - M � 16 �O a0 tU \'o / 21 � THE BACK OF CURB. 400 - - -TE C= EXECUTION NAME, LITTLE ROCK PLANNI G 715 /q• 76' SEED s MULCH - - - - 64' 9T 76' 76 52 24 0 1 -- i - - -- TOTAL LENGTH OF STREETS 4 450 L F. COMMISSION to � 88• O - _ -- - TOTAL LOTS 78 _ - O r 0 5 O �� �90 AVERAGE AREA CF LOTS 11,489 S.F. _ P i9 20 0 21 to 22 56 o f g 92 TRACT Y / BLOCK)-2 E) O 8 \ 6 ,o O 3 ����.- m FLOOD PIAIN STATEMENT SMALLEST LOT SE; 8.402 S.F. FENCE a � � � {4 _ 55 000 FOUND IRON PIN iA L ~� y 0 100' � a � 9A, / 16.36' NORTH, 0.32' W T -_--� A PORTION OF THE PROPERTY SHOWN IS LOCATED - 5_ _ R - FOUND IRON Ck 1 9'' 7' 1 5' 121' - WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED PIN (AXLE! N88903150"W 1316.69' 94' 7r 25 v-_ F rJ E OF - /8" REBA 7 BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 390 �b`b F� , _ - 32ND STREET \I 050181 0081 F, ISH Y THE FEDERAL ROUND 5/8 N88°03'S0"W 659.35 EMERGENCY GEME., AGEN DATEE' OCTOBER 19, 2001- - �� - 4`e FENCE h EBAR t� \ I\ `� / FOUND 5/8' R\PROJECTS\2003 RC-=CTS\303-222\REVISED-PLAT p REBAR \ 1lE91G" ��Ad� SHEEP @ `MEHLBURGER DR SDN FIRM7W CHK BMW AraWt� s-E09W""-8 e7ors APVD BMW 201 South Izorj ❑ Littl> Rock AR 72201 II `•i11 G3CM�L Of� DOC�M(�IGGYJ4� BAR IS ONE INCH ON THE PLANS AND SPECIFICATIONS INCORPORATED ORIGINAL DRAWING. HEREIN, AS A PRODUCT OF DESIGN SERVICES, o ® i" IS THE PROPERTY OF THE MEHLBURGER FIRM AND IS NOT TO BE USED IN ANY OTHER DESIGN NOT ONE INCH ON T WITHOUT EXPRESS WRITTEN PERMISSION. THIS SHEET, ADJUST NO. DATE RE^SIOfJ E =,n THE AEHLBURGER FIRMSCALES ACCORDINGLY. PRELIMINARY PLAT 1DW of 3 OF PART THE SOUTH 1/2 OF SEC -ION 8, WOODLANDS EDGE NOG AND THE NORTI- 1/2 OF SECTION 17, T-1-N, R-13-W DATE 10-20-03 PI,LASKI COUNTY, ARKANSAS LITTLE ROCK, ARKANSAS PRNO?j 203-222