The URL can be used to link to this page

Home My WebLink AboutS-1352-D Map 21---- I I John Barrow Block 16 Addition 155 --'--- - - - - - ^ Piat Book. t, I + Lot 2 I Lot't1 -__ - -_____ I Point of Commencement Im i I -_________- Concrete Nail Found ffi I Lot 12 I _ I �,'- -'- -� - - Accepted as the Norttlwsat 'Comer SE1/4 SE1/4 Section �4 j Block 17 Lot 1 - I qr - - - _ _ _ I I dl 14, T-1-N, R-13-W I- L-----------_-I Block 17 I Lot 12 (41 S 8T08'05" E _ - I� '� " - ('01 Lot 7 420.40" "' - - �------..-_ - _J (�}_----.---.---- S 01'41'47" W ',`�--. 20_DD' 24' �fS 87 08'25 E / /�ff W 4Oth Street' f/ / i f,, I -�_ ii/fi/yam l /� /f/i // / I ✓//-i %f / %� f f / %l. i 22 28 / ff 1 , I I I I I I Right of Way Dedication (By this Plat). I Lot 5 ( Lot 4 I I I I 382,83' u',Oc% I Lot 3 ed°G Lot 2 I lot 1 I I N = 139779.96 20 0y tn� P\ck) I Now 'Africa SubdTVisifn I I t - E= 1203232.48 I ` L----1-----_L____------L---- 1, I 24II I I I I I I I I^ I a I m I T�I I o I •a�10 v' I u1 e; Nam' I PROPOSED Lot _I: 3� 5,,M skies �l- o�� I 253,239 Square -ngR +b t! (before RAJV Dedications) Ii vX Io I I ffr f I I I% (i I I f /i y' p l /, _ _ _ - - - - _ _ S 88'54 54 E - -I I---B-Q -�/ I I Proposed 6' SoNtcry /,/ I Sewer Eoscment 1� (See Notes 1&2)00 NJ (rFt II n f I FROPOSR) f ; _Qt 2: I S 8T08'25` E Lot 3: 1.558 Acres +I- 67,852 Square Feet +I- 200.00, 110,004 squara rcot 4- (Before RhP! Dedications) ry N O r7 C4 20' Radial Dedication (By this Plot) - / S I jM s j '� .ti9!• DO LO t / Plotted 10' Sanla> Sower Easement (Ye4) // Rd•� ~`s _ J POB tL M Setb°i /` Lid` �,6i ,/tC 1pQe °eel J' = 138603.33 _ + \ E \4t`d ASS toy = 1203197.2 a Q tree G1 sto Aft at f'- /� S1D E+' 6h Jao $6g6rn / �00 �y9 Q\ao5 f\ors pat PNSO Pat/ aY o/ S 87'08'0S" E i Whitfield St. - 36' Right of Way (Deed Bk. 404, Pg. 453) Lot 1 Douglass Addition Plat Bk. 10. Pg. 96 Lot 2 Douglass Addition Plot 8k. to, Pg, 96 Lot 3 Douglass- Addition Plat Bk. 10, Pg, 96 field St. - 43' Righ It of Way (Deed Bk. 404, Pg. 453) (Plat Bk. 10, Page 96) Lot 5 Douglass Addition Plat Bk. 10, Pg. 96 �l a % 'Oy? 4`�O`I a- O ,ppo �7 1T " PNAO met - ot °grt INNER: SURVEYOR; AROLYN ANN HOUGLAND, TRUSTEE ANC Ii D REVOCABLE TRUST GLOBALSURVEYINGCONSULTANTS, INC. 217 WEST 2ND STREET, -SUITE 200 2440 PI RIDGE CONWAY.PINNACLE RIDGE RD. CONAR 72034 LITTLE ROCK, ARKANSAS 72201 501-455-4984 60 0 - 60 Scale 1" = 60' rFLOOD STATEMENT. GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO. 0501810103 F , DATED OCTOBER 19 ,20QL, INDICATES THAT THE PROPERTY SHOWN HEREON LIES WITHIN ZONE _XL AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA. Northeast Corner SEI/4 SE1/4 Section 14. T-1-N. R-13-W Npr -Lr LF1 c4GIE NING: Trs s/z�a✓o SUB CT PROPERTY IS CURR TLY - ZONE "C_3" & MF-12 S ACKS ARE: C-3: FRONT - 2 FEET SIDE - 0 FE REAR - 25 FE MF-12: EXTERIOR YARD - LL EXTERIOR YARDS OR YAR WHI ABUT DEDICATED PU LIC SIRE SHALL HAVE A DEP OF NOT LESS AN TWENTY-F (25) FEET INTERIO YARD - ALL INTER] YARDS R YARDS WHICH ABUT INTER R PROPERTY LINES OR A Y LOT F RECORD SHALL HAVE A D EQUAL TO THE HEIGHT OF PROPOSED BUILDING OR RUCTURF General Notes: 1. The boundaries & easements shown on this plat only pertain to lot 3 and are dedicated by this plat, unless otherwise noted. Furthermore. granters are also the owner of the property labeled "Proposed Lot 1" and "Proposed Lot2". Proposed Lot 1 and Proposed Lot 2 are not being platted with this plat. However, grantors hereby dedicate to the City of Little Rock the Rights of Way shaded on the plat as "W. 40th Street', 'Whitfield -Street' and -20' Radial Dedication.' All improvements required .by the City of Little Rock for Proposed Lot 1 and Proposed Lot 2 are deferred until the Rnal platting of Lots 1 and/or 2. 2. Those portions of the utility easements on Proposed Lot 2 labeled 'Proposed IS' I Sanitary Sewer Easement' and "Proposed 6' SanitarySewer Easement" are not part of this plat. They are shown for information purposes only. The 10' easement is centered around the existing sewer line a5 drown and is intended to be the some as the easement described in instrument no. 2002113954 records of Pulaski County, Arkansas. -3. The platted Entergy and AT&T easement along the south line of lot 3 is to be TO' 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, arkonsas. I 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. j 6. 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 ail sides of the guy anchor. LINE/CURVE TABLE „ , L4 5 63'541W 3_24' CURVE CHORD BEARING DISTANCE RADIUS ARC _ LENGTH G1 S 63'54'18H W 222.87' 5981.28 222.87' 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 SAID SOUTHEAST 1/4 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 SAID NORTH LINE, 2000.FEET TO A POINT ON TILE SOUTHFRiY RIGHT OF WAY LINE OF WEST 40TH STREET; THENCE SOUTH 87 DEGREES 08 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 60DEGREES 53 MINUTES 55 SECONDS WEST, 130.10 FEET; SOUTH 63 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 54MINUTES18 SECONDS WEST, 3.24 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 1S SECONDS WEST, 222.87 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" RE13AR WITH cAP; THENCE SOUTH $7.OEGREES 08 MINUTES 25 SECONDS EAST, 200.00 FEET TO A SET 1/2" REBAR 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 OR LESS, ACCORDING TO A SURVEY BY GLOBAL SURVEYING CONSULTANTS, INC. JOB NO. 10-1001.01 13 T E �' .�`� SLA.TR: nF •. d LAl�. NOT VALID IF SIGNATURE IS NOT IN RLUE INK. LTJ -iaunoFff RISER PROPERTY UNE - CENTERLINE ® SEWER MANHOLE �y FIRE WINUNT TREE LINE POST - S SMLRARY SEWER LINESCN/SIGN E- GUY ANCHOR CCL, POWER POLE W/TRANSFORMER (z) PER CITY OF LITTLE RDCK ZONING -0- POWER POLE On r.1 SHOWN FOR DIRECTION ONLY (LINE CONTINUES) # POWER POLE v/LIGHT ® SET 1/2' REBAR r/rM 0 CPS END Alas MONUMENT - ALUW CAP (UNLESS NORV)C.I. COTTON PICKER SPINDLE CAST WON A-CALC. POINT TO EE SET BY DEVELOPER Ic NOT TO SCALE ❑o GAS METER D.I. DUCTILE IRON E.M. ELECTRIC MUFTI AHTD/ahld ARKANSAS HIGHWAY TRMISPOWATMN DEPT, P.P. POWER POLE UGE UNDERGROUND DECIRIC CAP GM VAeZED PIPE ONE -OVERHEAD ELECTRIC IP INLERMEOIAIE PRESSURE TV. TYPICAL PW PLASTIC i =AA VICINITY MAP 1 " = 600' 2010031279 Received: 5/2812010 3:09;35 Prat PLAT CERTIFICATIONS'Recorded: 05/28/2010 03:14;23 PPo7 Filed S "-1Recorded in Official Records of PAT O'BRIEN. PULASKI COUNTY CIRCUIT/COUNTY CLERK CERTIFICATE OF RECORDING: THIS DOCUMENT. NUMBER Fees �15_00FILED FOR REC RD 20- IN PLAT BOOKPAGE SIGNED _ JC, 14A-_ e_t,- P (NAME)CLERK y��,/��.- f' / �°-� SOURCE OF TITLE: ' "` 1 `J 4 �11I Q01 ! b CERTIFICATE OF SURVEYING ACCURACY: ""''r.„.... I, PAXTON R. SINGLETON, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXISTANDARE CORRECTLY SHOWN HERON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SU ION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION 04N R. SING REGISTERED PROFESSIONAL LAND SURVEYOR NO. AR1402 01NER'S CERTIFICATION: I (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 CAROLYN ANN HOUGLAND 2440 PINNACLE RIDGE RD. CONWAY, AR 72034 SOURCE OF TITLE: INSTRUMENT.#200707OUB.. SOURCE OF (Pant) TRUST 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 IS HEREBY EXECUTED UNDER THE AUTHORITY OF SUCH RULES AND REGULATIONS. ;7,24� 2-T, _��b A) _.b�4 DATE OF MECUT16N LITTLE ROCK PLANNING COMMISSION. FOR BILL OF ASSURANCE - DEED BOOK AT Final Plat: Lot 3, Hougland Addition to Little Rock, Pulaski County, the City of Arkansas SCALE: 1" - W. Survey For: Carolyn Ann Hougland Revocable Trust DRAWN BY. PAXTON R. SINGLETON DATE: 5 20 10 PART OF SECTION 14, TOWNSHIP 1 NORTH, RANGE 13 WEST GLOBAL SURVEYING CONSULTANTS, INC. - PROJECT NO. 10.1001.01