The URL can be used to link to this page

Home My WebLink AboutS-1352-D Map 1Accepted as the Northwest Comer SCl/4 SEt/4'Section 14, T-1-N, R-13-W S 87'08'05" E i-lr---___------ John Barrow Addition Block 16 1 ! f - - - ._..- `'- - _,.. - Plot Book. 1, Page 55 I Lot 11 1 i Lot 2 I IW � Lot 12 `a ------. I OD --.-.-._._.--4 1----.------- ! -Black 17 1. Lot I - I I I a ( - - L_--`-- I� Block 17 Ia! - J I i Lot 12 _ ` of Lot 1 IF--- ..._..-�-----� - -� - � S 01'41'47" W it//.%/,/ / i'rf�T � �--- --- - 1 (3 -- - - - - - 20.00' 2 E/ / !K 40th Street ,f� ! ! Hight of Wa Dedica}ion (By this Plot ! Lot 5 I Lot 4 I 1 i ) ! 382,83' on 1 ' Lot 3 ttI Lot 2 ! Lot 1 I I 39779.20321?.48 Blot 9e4� a I ( New'Africa Subdivision I ( (_ E = 120 (,8Y trje 1 I I ! ! to I 16 ! I i ! I 1 I ! I I uT 1 PPOPC05ED o I Lot 1: ! 13 ticraz �4- f a;r,2'39 Square :Putt +1- I (Before P(Wf Dedications) ! I Uj t Tf, 1 d- 1� to !z I I I I I I ) ) I I i ! I I I' P—I -----"-- s as•s4'S4" E ------------- 417.69' Proposed 6' Sanitary Sewer Eosement (See Notes 1&2) I (. TIC I I PROPOSED ; 1 1 L_ot?: n 1 I 9.525 Acres S 87'08'25' E Qer F ,No tti o �L 49a ♦n Lot 3: 1.558 Acres +/- 67,652 Square Feet +/- 200.00' �1"10,€ V Square rcat <'(- (Before RAN Dedications) N N O M IA , Do 00 N 20' Radial Dedication (By this Plat) - to W d et - to / "y\ Sob f..•// atted la' Z ) I PlSewer Easement (Note 4)POEI _{ too es) = T38fiO3.33 In I 'E °t� laiP�*04 1203197.2 // /Wa GZ fiB o e t8 t 5�5 s pl4r F W �6965 9 dab �/ of ytoY P l 0� E1:44�� i 1/ Whitfield St. - 36' Right of Way (Deed Bk_ 404, Pg, 453) Lot 1 Douglass Addition Plat Bk. 10, Pq, 96 Lot 2 Douglass Addition Plat Sk. 10, Pg. 96 Lot 3 Douglass- Addition Plat ek, id, Pg. 96 -Whitfield St. - 43' Right of Way (Deed Bk. 404, Pg. 453) (Plat Bk. 10, Page 96) Lot 5 Douglass Addition Plat Bk. 10, Pg, 96 6965 �i� 00 PajO f Noy pe< o o R% �o o, Sob 3!0"1 Yet R qr< of FAMY' CAROLYN ANN 14OUCLAND, TRUSTEE SURVEYOR: REVOCADLL TRUST ANN- I-IQIDGE GLOBAL SURVEYING CONSULTANTS, INC. 2440 PI RIDGE RD. R 217 WEST 2ND STREET, SUITE 200 CONWAY.PINNACE CONAR 72034 LITRE ROCK. ARKANSAS 72201 501-455-4984 WV ZO5w 2 wN�wNUN bz � 5a z s! m0.? so 0 so Scale 1" = 60' FLOOD STATEMENT: GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP N0. 05018101D�S F , DATED DCTO^_ BFR 11� 2001, INDICATES THAT THE PROPERTY SHOWN HEREON LIES WITHIN ZONE X AND 15 NOT WITHIN A SPECIAL FLOOD HAZARD AREA. lea as: Comer /4 Section I, R-13-W . 01^ 4t1r=Yc.s611a SUDIVCINPR�5 PTY IsS/CzURR4 TLYGO ZONE C-3& MF-12 S CKS ARE: C-3: FRONT - 2 FEET SIDE - 0 FE REAR 25 F - MF-12: EXTERIOR YARD - LL EXTERIOR YARDS DR YAR WHI ABUT DEDICATED PU LIC SIRE S SHALL HAVE A D OF NOT LESS N TWENTY-F (25) FEET INTERIO YARD - ALL INTERI YARDS R YARDS WHICH ABU INFER R PROPERTY LINES OR Y LOT F RECORD SHALL HAVE A D H EQUAL TO THE HEIGHT OF PNOPOSED BUILDING OR RUCTURE General Notes: I. The boundaries & easements shown on this plot only pertain to lot 3 and are dedicated by this Plat, unless otherwise noted. Furthermore, grantors are also the owner of the property labeled "Proposed Lot 1 and "Proposed Lot 2". Proposed Lot 1 and Proposed Lot 2 are not being platted with this plot. However, grontors hereby dedicate to the City of Little Rock the Rights of Way shaded on the plat os "W. 40th Street", 'Whitfield .Street" and "20' Rodiat Dedication. - All improvements required by the City of Little Rock for Proposed Lot 1 and Proposed Lot 2 are deferred until the final platting of Lots 1 and/or 2. 2. Those portions of the utility easements on Proposed- Lot 2 labeled "Proposed 1'0' Sanitary Sewer Easement" and "Proposed 6' Sanitary Sewer Easement" are not part of this plat. They are shown for information purposes only. The 10' easement is centered around the existing sewer fine as shown and is intended to be the some us the easement described in instrument no. 2002113984 records of Pulaski County, Arkansas. 3. The platted Entergy and AT&T easement along the south line of lot 3 is to be 10' north and parallel to said south line. However, the Entergy easement is intended to be the some easement described in instrument 2002114003 records of Pulaski county, -arkonsos. 4. The platted 10' sanitary sewer easement crossing lot 3 is to be centered around the existing sanitary sewer line as shown. 5. The platted sewer easement along the west line of lot 3 is to be 6' east of and parallel to said west line. e. The platted entergy easement along the west line of lot 3 is to be 12' east of and parallel to said west line and 3' centered around all Sides of the guy anchor. - LINE/CURVE TABLE e L4- S 6T54'18" W 3-24' CURVE CHORD BEARING DISTANCE _ RADIUS _ _ ARC LENGTH C1 S 63'54'18" W 222.87' 59 11.28 222.87' LOT 3 HOUGLAND ADDITION DESCRIPTION: A TRACT OF LAND BEING LOCATED IN PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 1 NORTH, RANGE 13 WEST, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT AN EXISTING CONCRETE NAIL MARKING THE NORTHWEST CORNER OF SAIDSOUTHEAST114 SOUTHEAST 1/4; RUN THENCE SOUTH 87 DEGREES 08 MINUTES 05 SECONDS EAST, ALONG THE NORTH LINE THEREOF, 420.40 FEET; THENCE SOUTH 01 DEGREES 41 MINUTES 47 SECONDS WEST, LEAVING LAID NORTH LINE, 20,00 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF WEST 40TH STREET; THENCE SOUTH 87 DEGREES 06 MINUTES 25 SECONDS EAST, ALONG SAID RIGHT OF WAY LINE, 422.28 FEET TO A POINT; THENCE SOUTH 02 DEGREES 06 MINUTES 37 SECONDS WEST, 929.63 FEET TO A FOUND ARKANSAS HIGHWAY TRANSPORTATION DEPARTMENT MONUMENT ON THE NORTHERLY RIGHT OF WAY LINE OF ARKANSAS STATE HIGHWAY 5; THENCE ALONG SAID RIGHT OF WAY LINE THE FOLLOWING COURSES: SOUTH 52 DEGREES 31 MINUTES 39 SECONDS- WEST, 54.32 FEET; SOUTH 60 DEGREES 53 MINUTES 55 SECONDS WEST, 130.10 FEET; SOUTH 53 DEGREES 54 MINUTES 18 SECONDS WEST, 70.00 FEET TO A SET 1/2" REBAR WITH CAP BEING THE POINT OF BEGINNING; THENCE SOUTH 63 DEGREES 54 MINUTES 18 SECONDS WEST, 324 FEET TO A SET 1/2" REBAR WITH CAP; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 5,981,28 FEET AN ARC LENGTH OF 222.87 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 63 DEGREES 54 MINUTES. 18 SECONDS WEST, 272.87 FEET TO A SET 1/2" REBAR WITH CAP: THENCE NORTH 01 DEGREE 43 MINUTES 58 SECONDS EAST, LEAVING SAID RIGHT OF WAY LINE, 393.30 FEET TO A SET 1/2" REBAR WITH .CAP; THENCE SOUTH 87- DEGREES -08 MINUTES 25 SECONDS EAST, 200.00 FEET TO A SET 1/2" RERAR WITH CAP; THENCE SOUTH 01 DEGREE 43 MINUTES 58 SECONDS WEST, 283.81 FEET BACK TO THE POINT OF BEGINNING SAID TRACT CONTAINING 67,852 SQUARE FEET OR 1.558 ACRES MORE OP. LESS, ACCORDING TO A SURVEY BY GLOBAL SURVEYING CONSULTANTS, INC. JOB No. 10-1001.01 S 1 J`NnnnNUrrp ANSIILiANTS, INC. No. 1457 ,4 AL ......- LAIC ,° ` I ' ""PPPNIItnl111N\l\\�°`' NOT VALID IF SIGNATURE is NOT IN BLUE INK. PROPERTY DNE I� _IELEPHONE RISEN — CF.NTERUNE SERER MWiMe �. TREE LINE FIRE FIRE HYDRANT SS -- SS — SWRARY SEWER UNE POST E__ GUY ANCHOR I-) PER CITY OF LITTLE ROCK ZONING rO, POWER POLE •/TRANSFORWER op ) SHOWN FOR DIRECTION ONLY -0- POWER POLE (LINE CONTINUES) Jy'Y. POWER POLE v/DCHR ® SET 1/2' REM v/TAP Q FND AIRC MONUMENT - ALUM- CAP (UNLESS NOTED) PS COTTON SPINDLE C MC. POINT TO OF 5f7 UI DEVELOPER nts NOT TO SCALE o GAS METER 01 DUCnLF IRON AHTO/ahtd ARNANSAS HIGHWAY TRANSPOKIATNRN DEFT. Ell. ELECTRIC METER P.P. POWER POLE UGE UNDERCROUID ELECTRIC CAP GALVANIZED PIPE ONE -avERKEA0 ET.EMC TOP INIERM®IATE PRESSURE TYP. TYPICAL PLA PLASTIC All sy Mub VICINITY MAP 1 " = 600' PLAT CERTIFIC s TIONS:Recorded: Received: 3:14: 3 Filed Ptr4 L .ri._i i� Recordod: 05J28/2010 03:14:23 PM FUed 8 Recorded in Official Records of PAT O'BRIEV CERTIFICATE OF RECORDING' THIS DOCUMENT, NUMBER FPULASKes15! QOL7NTY FILED 1FOROUNTY CLERK REC(O}\RD 20_, IN PLAT BOOK PAGE ..�arituurwgpgr''' -HE SIGN ti O� ,,� e4t'+G' (NAME)CLERK -7 f^7 p� ® c SOURCE OF TITLE: ° "' ru �V!yf„ G ! C3 y Y�' CERTIFICATE OF SURVEYING ACCURACY: 1, PAXTON R. SINGLETON, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HERON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SU ION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION AXTON; R- StNG REGISTERED PROFESSIONAL LAND SURVEYOR NO. AR7402 OYPNER'S� TTFTCA�Oj� 1 (WE), THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT I (WE) HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. DATE OF EXECUTION �natum CAROLYN ANN HOUGLAND REVOCABLE TRUST' 2440 PINNACLE RIDGE RD. CONWAY. AR 72034 SOURCE OF TITLE: INSTRUMENT #2007070§ B. SOURCE OF TITLE: CERTIFICATE OF FINAL APPROVAL' 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 15 HEREBY EXECUTED UNDER THE AUTHORITY OF SUCH RULES AND REGULATIONS. � .�J /0 �7�,r DATE OF ECUTI r LITTLE ROCK PLANNING COMMISSION A FOR BILL OF ASSURANCE - DEED BOOK AT PAGE (p � tfiy W Final Pla t: Lot 3, Hougland Addition to Little Rock„ Pulaski County, - (35 _6 the City of Arkansas SCALE: 1" = 60' Survey For: Carolyn Ann HouglQnd Revocable Trust DRAWN BY: PAXTON R. SINGLETON DATE: 5 20 10 PART OF SECTION 14, TOWNSHIP I NORTH, RANGE 13 WEST GLOBAL SURVEYING CONSULTANTS, INC. - PROJECT NO. 10.1001.01