Loading...
HomeMy WebLinkAboutS-1554-A Map 2CERTIFICATE OF OWN s R r o M V � W. 36TN STREET L., VICINITY MAP (NTS) o� cr w z COLONEL GLENN RD. i I 03 w ti o HERNDON 0 LANDPART RD. (, T_...-i f - . „ ARKANSAS STATE PLANE COORDINATES NORTH ZONE 1 IN 133253.30 E 1197317.43 _ 2 N 132251.24 E 1197282.58 3 N 132350.87 E 1197058.40 4 N 132419.81 E 1196974.51 5 N 132735.40 E 1196697.38 6 N 132655.88 E 1196607.52 7 N 132679.25 E 1196586.99 8 N 132790.18 E 1196447.36 9 N 132923.78 E 10 N 132916.05 E 1196581.78 1196589.47 11 N 133000.64 E 1196674.58 - 12 N 133040.34 E 1196635.13_ 13 N 133162.88 E 1196774.30 14 N 133147.73 E 1197143.65 15 N_133168,34 E 1197144.37 116 N 133266.13 E 1197077.68 (97 N 133438.19 - E 11974,38.34_ 18 N 13.3430.59 - E 1197323.59 19 N 132888.53 E 1196546.32 _ �20 132987.45 E 1196448-01_ _N 1 N 133133.00 E 1196452.85 22 N 133290.33 E 1196631.54 3 N 133333.84 E 1196754.36 4 133321.69 E 1197050,58 _N 5 N 133313.28 E 1197094.31 6 N 133271,73 E 1197048.53 7 N 133283.89 E 1196752.31 - 8 N 133252.81 E 1196664.58 29 N 133095.47 E 1196485.89 30 N 133022.70 E 1196483.47 50 0 50 Scale 1" = SO ft CURVE CENTERLINE CURVE LENGTH DELTA DATA TANGENT RADIUS C1 181.58, 4342'48' 95.47' 238.00' -- C2 122.34' - 93*27'387 79.67' 75.00 C3 114.44' 4342'48" 60.17' 150.00' C4 195.57' 89'38'34" 124.22' 125.00' C5 110.79' 57.32' 175.00_ _-36'16'20" ,7 S87'39'03"E 1s NORTHEAST CORNER m� 185.40' NW1/4 NE1/4 �• 9>S• dti�tih SECTION 27 150 Tract D q A (refer to Bill of Assurance on use) W � se36. v 1TO0 20 ^� m R 175.00' R 150.00' �� 9 o 6 S87°39'03"E CDS79-06'55' E �` SBA. CDN70°29'33" E - - - - - - 296.47' - - - - - LC44.53' LC 130.30' / Z ghti 1 CD 23 q b 7326'20` Ln 10' Esmt. 21 2, S8739'03"E 25 743 ,tiy rn >• 0' / \ / 296.47' 3 a ems. "S 22 C 10' Esmt. p \ \el 1"y�r� �G� 5N;°yh .--UTILITY EASEMENTS FOR --�� O © 16qk FUTURE PHASES / - - - - - - N87'39'03"W p F5fi \'s's„ see Note / 10 / 28 / 296.47' \ 1'3 _-- �,� R 125.00' R 100.00' \ c5r / ��. / CDS70°29'33 W CDN79'06'55"W \ S. 99l34.30" ti 5"� v° �� ,\ O°' �� 10 y l LC93.07' LC29.68 / •C �� 22 9 ss '�\ �p�0 ��0 CDN34°17'38"W L,� �` ds`°1a 123.21' �o LC 1 18.36' �6� ��� ��'� �000$ 13 S8739'03"E �o I 25.0' 25.0' 'I1e+16'1s 23 UTILITY EASEMENTS FOR , 369.66'N o FUTURE PHASES 74.57' �4?� 86.04' e� 66.41' 9a 6200' 9 14 �� g600 see Note 10 > �� 2s 'iO4 °o. . coo 80.64' 120.00'-1 BLOCKI 2 25.0'- / q C, �0 Gj�` �1- 18 c� % •'/ " -% 6 0 7 c7 0 7 4 I om �I I �•�.4 �I l / 'rS" ,00• 3'42• cl` AtN \ \H qd 120.00' N R50.00 / rxk % 9 o- a 25' Bld . Line e 1 I qd R100.00'� CDSO1'S4'20"W \ 't2 �°' 92 h �a °° gdod voo a� s e- o CDN01'54'20"E LC72.81' \ as3r2o >o �� e� i - ,6.39' 44.45' - 9 - �I 25cj LC 145.63' 1 ti\\ s� s ry i 56.26' 62.00' 81.39 30 �sz. l\ 6 ss /$ -1 I od \ S k \ �( 2 0 2� / y6• t0' Esmt. qd 120.00' O \ tS \ C / S8739'037E d �SQ�s41 11 >RO N1? 6 5 213.00' w CN z'�, �� a osss, o I 'M I o �� 9St\�9° O� • SO os N6L iD.96' 49.C2' 59.68' 79.26' `(a 2 ��. 6 • 4j� DO o \�� \ / �1T 46i D � qo 120.00' n S44'49'29"E °4° ���•o. / ��,: `i e \10.90'p.CD Co 9 �9 ce so. < N 4 6 p E C5 27 0 �' �'s / 4 45 N 44 43 0 I ky/0 0 L �ti.c�v od \ 19 0 ", Y �\ M 'o. > C b L° �b ^ s>, W 3 qd 120.00' �I �0 47 \� w BLOCK I - + b , y 7.5' 25.0' I I gd00 ii, O p G 8" 2s ° \ 8R " �'s2g� V (ti �s saoo / \�OD 0 0 9 59.88' q6 a 80.00' I N 28 I o R���O \ �� �` \9i. S. o°oo/ o• Q \ 6�7o/s'pG� 14.Oo' q6& 60.Do' 9poo O o-°0 139.88' �'i ��fi �� h� 4\ \ j7 / 41.7 \ J' 179-38'30• qd� 120.00' P> . ; ;� \ 90'00, rr0 6•%� `%, 60' I w '00 0 ° w o I 42 I LO 9oI 140.00' oI I 60o ,d 9 `D 0 o 5 A ° - o`ID 1 \b ? �L° ti �956'30 >O00, o I I o Iq6 120.00' 10, 50 9P00 41 m Io 25.0' o r� qd� r•7 c0 \ R380.00' 1�°y 50a dopy / 6°- 140.00' 9Oo o J O I o r•Ln C) CD CDN51'32'09'W--� / 9oro5'os ,0 v 9Pq,, coI I I o LC 178.33' � � q 5 / 9P00' ST41-30° 5 / e0 IQ 's.� o I I _ r _ a�°q 120.00' to Tract A 40 Io ��w7i m A9>9, drytiti0 ° a see Note # 9 I I I gQ00 o � 86 \ O7 `� � � � L 00 140.00' °O' (� q I 3 , o �j \ p O C� '� V / D W I 52 'si , 161'S1'3$' Igd00 120.00' > > s VC, / z 7 S s /9543'5T 39 32 I o O d r„ \'3A, h � Q es q 120.00' X 9 1 J t a4o'oo7 �� 33 (0I n m a+ M d , Ft �� 4 60.00, 4 120.00' 000 o qd°o 120.00' o-�o M° isg?s'3o SS p T2s \ \S 1O6 Fi D9'25'25• 34 1tvi40'oa 10_ 13T42.35• i 37 0 4�3$�..- _ h2% q O \ Fys b Od a 2�00, boo' 5711, ID •.'?^.`6 _0 �0 4 3 6 N 35 %� 3?2� �/ o e LL Oil p 79•�'0p" �6 o sm b 70�ASS o / LA* E \ 59 57.33' -- / (D \\ z 54 STAGECOACH CROSSING, PHASE 2 AND PART OF THE NE1/4 OF SECTION 27, T-1-N, R-13-W, LITTLE ROCK, PULASKI RIGHT-OF-WAY DEDICATION FOR BRACEY CIRCLE COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: PART OF THE NE11/4 OF SECTION 27, T-1-N, R-13-W, LITTLE ROCK, PULASKI BEGINNING AT THE NORTHWEST CORNER OF LOT 1, TALL TIMBER, AN COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING COMMENCING AT THE NORTHWEST CORNER OF LOT 1, TALL TIMBER, AN ON THE EAST LINE OF THE NW1/4 NE1/4, SAID SECTION 27; THENCE ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING S01'S9'30 W ALONG SAID EAST LINE BEING ALSO THE WEST LINE OF ON THE EAST LINE OF THE NW1/4 NE1/4, SAID SECTION 27; THENCE LOTS 1 THROUGH 10, TALL TIMBER, 1002.66 FT. TO THE NORTHEAST CORNER OF S01'59'3fW ALONG SAID EAST LINE BEING ALSO THE WEST LINE OF LOT 64, BLOCK 1, STAGECOACH CROSSING, PHASE 1, AN ADDITION TO THE CITY LOTS 1 THROUGH 10, TALL TIMBER, 1002.66 FT. TO THE NORTHEAST CORNER OF OF LITTLE ROCK, ARKANSAS; THENCE N66'02'227W ALONG THE NORTH LINE LOT 64, BLOCK 1, STAGECOACH CROSSING, PHASE 1, AN ADDITION TO THE CITY OF SAID LOT 6A AND ALONG THE NORTH LINE OF LOTS 63, 62 AND 61, OF LITTLE ROCK, ARKANSAS; THENCE N6602'227W ALONG THE NORTH LINE SAID BLOCK 1, 245.32 FT. TO THE NORTHWEST CORNER OF SAID LOT 61; OF SAID LOT 64 AND ALONG THE NORTH LINE OF LOTS 63, 62 AND 61, THENCE N5934'557W ALONG THE NORTH LINE OF LOTS 60 AND 59, SAID BLtICK 1, 245.32 FT. TO THE NORTHWEST CORNER OF SAID LOT 61; SAID BLOCK 1, 108.59 FT. TO THE NORTHWEST CORNER OF SAID LOT 59; THENCE N5(734'55"W ALONG THE NORTH LINE OF LOTS 60 AND 59, THENCE N41'17'15"W ALONG THE NORTH LINE OF LOTS 58 THROUGH SAID BLOCK 1, 108.59 FF. TO THE NORTHWEST CORNER OF SAID LOT 59; 52, SAID BLOCK 1, 420.00 FT. TO THE NORTHWEST CORNER OF SAID LOT THENCE N41'17'150W ALONG THE NORTH LINE OF LOTS 58 THROUGH 52; THENCE S48'29'12"W ALONG THE WEST LINE OF SAID LOT 52, 120.00 FF. 52, SAID BLOCK 1, 420.00 FT. TO THE NORTHWEST CORNER OF SAID LOT TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF HERNDON ROAD; 52: THENCE S4829'12'W ALONG THE WEST LINE OF SAID LOT 52, 120.00 FT. THENCE N47.17'15"W ALONG SAID NORTH RIGHT-OF-WAY LINE, 31.11 FT.; TO A PONT ON THE NORTH RIGHT-OF-WAY LINE OF HERNDON ROAD; THENCE NORTHWESTERLY CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE THENCE 0717'157W ALONG SAID NORTH RIGHT-OF-WAY LINE, 31.11 FT.; BEING THE ARC OF A 380.00 FT. RADIUS CURVE TO THE LEFT, THENCE NORTHWESTERLY CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE A CHORD BEARING AND DISTANCE OF N51-32'09"W, 178.33 FT.; THENCE BEING TIE ARC OF A 380.00 FT. RADIUS CURVE TO THE LEFT, N45'10'31"E, 189.53 FT.; THENCE S44'49'29E, 10.90 FT.; THENCE A CHORD BEARING AND DISTANCE OF N51'32'09"W, 178.33 FT.; THENCE N4910'31"E, 120.00 FT.; THENCE N44'59'29"W, 55.97 FF.; THENCE 1445710'31'E, 139.53 FT. TO THE POINT OF BEGINNING; N48-38'09"E, 185.44 FT.; THENCE S87°39'03"E, 369.66 FT.; THENCE THENCE N44'49'29"W, 139.46 FT.; THENCE NORTHERLY ALONG THE ARC OF A N01-59'30"E, 20.62 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 100-00 IT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF 100.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF NO1'54'2D'E, 145.63 FT.; THENCE N48'38'09"E, 238.08 FT.; THENCE N34'17'38"W, 118.36 FT.; THENCE N19'25'13"E, 182.44 FT. TO A POINT NORTHEESTERLY ALONG THE ARC OF A 175.00 FT. RADIUS CURVE TO THE RIGHT, ON THE NORTH LINE OF SAID NW1/4 NE1/4, SECTION 27; THENCE S8739'03"E A CHORD BEARING AND DISTANCE OF N70'29'33"E, 130.30 FT.; THENCE ALONG SAID NORTH LINE, 185.40 FT. TO THE NORTHEAST CORNER OF SAID S8739'OrE, 296.47 FT.; THENCE EASTERLY ALONG THE ARC OF A 150.00 FT. NW1/4 NE1/4; THENCE S01'59'30"W ALONG THE EAST LINE OF SAID NW1/4 NE1/4, RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S79.06'55"E, 177.40 FF. TO THE POINT OF BEGINNING, CONTAINING 12.2818 ACRES MORE OR LESS. 44.53 FL; THENCE S19'25'137W, 50.00 FT.; THENCE WESTERLY ALONG THE ARC OF A 100.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N79.06'55'W, 29.68 FT.; THENCE N8739'037W, 296.47 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 125.00 FT. RADIUS CURVE TO THE LEFT, A CHORD FEARING AND DISTANCE OF S7929'33"W, 93.07 FT.; THENCE S4938'09"W, 238.08 FT.; THENCE SOUTHERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S01'54'20"W, 72.81 FT.; THENCE S44.49'YE, 139.46 FT.; THENCE S45'10'31"W, 50.00 FT, TO THE POINT OF BEGINNING, CONTAINING 1.0882 ACRES MORE OR LESS. M N 5 Tract B ' S see Note # 9 60 &/cc, `4532, \ f j 62 / // 10 6s 64 11 3 WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID EAL ESTATE IN ACCORDANCE WIEHIIAT. 4 O TE OF XECUTION Stagecoach Crossing, LLC 9107 N. Rodney Parham Little Rock, AR 72205 INSTRUMENT NO. 2007058340 TIFICATE OF FINAL APPROVA PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. lot [o, ' DATE OF EXECUTION LITTLE OCK PLANNING COMMISSION CERTIFICATE OF SURVEYING ACCURACY ' �yIS7EI���''•. 1, PAUL M. WHITE, HEREBY CERTIFY THAT THIS Z.-"STA•,...... ••- PLAT CORRECTLY REPRESENTS A BOUNDARY SA SURVEY MADE OR VERIFIED BY ME, ALL 2s MONUMENTS REQUIRED ACTUALLY EXIST AND �; : ARE CORRECTLY SHOWN HEREON AND THAT ALL v E Q ' SURVFMNt RFQUIRFMFNTS OF THE LITTLE y n sicvnnmr ( ROCK SUBDIVISION RULES AND ULATIONS �Pr��'`9L j,��'S'••• HAVE BEEN COMPLIED WITH. DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY fIli ARCV5SAS I, TIMOTHY E. DATERS, HEREBY CERTIFY R E G I S T E R E D THAT THIS PLAT CORRECTLY REPRESENTS A PROFESSIONAL PLAN MADE BY ME, AND THAT THE ` EN4INEER ENGINEERING REQUIREMENTS OF THE L TLE %A * R RE ROCK SUBDIVISION RULES AND REG A ONS >� No.5033Ilf HAVE B EN COMPLIED WITH. =��yy E PECUTION DATE F TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF REC RDING 16 PS a000ow70nl� 2008067077 Received: 10/1/2008 9:04:51 AM Recorded: 10/01/2008 09:11:18 AM Filed 8 Recorded in Official Records of PAT O'BRIEN. w ° ' PULASKI COUNTY CIRCUIT/COUNTY CLERK w Fees $15.00 ID1 11 GENERAL NOTE_ 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN = - - - ARE TO BE USED FOR SIDEWALKS, DRAINAGE AND UTILITIES. 3. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES, 4. ERROR OF CLOSURE: EXCEEDS 1:50,000 5. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS, 6. ALL LOTS HAVE AT LEAST A 10 FT. WIDE EASEMENT ACROSS THE FRONT, ADJACENT TO THE STREET RIGHT-OF-WAY LINE. 7. ALL LOTS HAVE A 25 FT. FRONT BUILDING SET -BACK LINE. 8. ALL RIGHT-OF-WAY RADII AT INTERSECTIONS ARE 25.00 FT. 9. TRACTS A, B AND C MAY BE USED FOR DRAINAGE AND/OR UTILITY EASEMENTS. 10. SOME UTILITY EASEMENTS ARE SHOWN FOR FUTURE PHASES. REFER TO BILL OF ASSURANCE FOR USE AND/OR RESTRICTIONS. PLAT OF LOTS 1 and 20 through 51, BLOCK 1 TRACTS A, B, C & D, BLOCK 1 LOTS 1 and 14 through 20, BLOCK 2 AND RIGHT -OF --WAY DEDICATION -BRACEY CIRCLE STA(__T"ECOACH CROSSING PHASE 2 t AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS r� PART OF THE NE1/4 OF SECTION 27, T-1-N, R-13-W, 1 LITTLE ROCK, PULASKI COUNTY, ARKANSAS _ A AUGUST, 2008 CIVIL ENGINEERING, LAND PLANNING do DEVELOPMENT, SURVEYING 24 RAHLNNG CIRCLE LITTLE ROCK, ARKANSAS 72223 mb NO' 08-075P