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HomeMy WebLinkAboutS-1352-D Map 3y I John Borrow Block 16 Addition I I r — — — — — -' — — — --- — _ plot Book. 1, Page Lot- I I I } Lot 2 Pont of Commencement �Concreta Noil, Fountl & I III t-- - - -- -.. ,- I ------- I ----`-------- Accepted as the Northwest 'Section Lot 12 `t ). Lot 1 ( Black 17 Li I I W — — comer SET/4 SE7/4 14, T-1-N, R-13-W o I (.- Block 17 L _ — D1 { _I I Lot 17 IQI S 67.08'05" E — t� — ""--------_J !ol Lot f 420.40' — — — — — — — — — — — c4------------ S 01 41 47 W-- 2G.00' 4 87 08'25 !'f f W 40Eh j — — E /. I I I I Right ic'ut /«By t i I I I ght of Way Dedication (By this 1 I I I i 1 I 382,83' Plat) �Yoo I Lot 5 { Lot 4 I { Oe&GO, { I Lot 3 `{ Lot 2 I Lott I I N = 139773 .4 4L�y ON "s pto) I New Africa Subdivisit�n I I r - E= T203232,4$ 0 <r I 1 I I ( I I I Ic; I f i I I i I I I I o I a I 's I { m I� I o o. I U) I �' o I PROPOSLD, o ,� I 'a 6 "113 Acres `''I- O { 2133,259 Square Feet �'I- t { (Before PJ11V Dedications) I I� I� c I0 z I ('. I I I% I I i' I - _------------ S 88'S454" E --_- - - - - - - - - 4i7.69' I Proposed 6' Sanitary X/ �Sewer Fosement (S" Notes 1k2)GO , I I. II� I PROPOSED (` Lot 2: { ill I' I 2.525 Acres ` 1- S 8'r08'25" E Lot 3: 1.558 Acres +!- 67,852 Square Feet +l- 200.00' 110,004 SgUaro FCct -I- (Before P,PN Dedications) c0'y N a M rr�N'� N 20' Radial Dedication (By this Plat) - 4 m n I sanitary 4S z I Wetted 10e nt (Note 4) , - �: .L� a,•� Sealer Eoneme, T" -jl c�e�aa%Xf `"" L� l too �aa /ose r / 138603.33 m t E tOt' Yii� �to`i 1203197.2 tied as \114 r Vao 3 V �6oy5 a O R 'o P O Via or � Nta`1 Qa RY r< of FiY9r< of 0 Whitfield St. - 36' Right of Way (Deed Bk. 404, Pg. 453) Lot 1 Douglass Addition Plat Bk. 10, Pg, 96 Lot 2 Douglass Addition Plat ek. 10, Pg. 96 Lot 3 Douglass- Addition Plat 6k. 10, Pg. 96 field St. - 43' Right of Way (Deed Bk. 404, Pg. 453) (Plat Bk. 10, Page 96) Lot 5 Douglass Addition Plat Bk. 10, Pg. 96 oX s \ P`oo o 0 t A�ZO o T \\ t NtaN Pe o o: \ M �o \ T00 oe OWNER: SURVEYOR: CAROLYN ANN HOUGLAND. TRUSTEE GLOBAL SURVEYING CONSULTANTS, INC. CAROLYN HOUGLAND REVOCABLE TRUST 217 WEST 2NO STREET, SUITE 200 AC RIDGE RD. R LITTLE ROCK, ARKANSAS 72201 CONWAY,PINNACLE CONAR 72034 501-455-4984 FLOOD STATEMENT: GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP N0. 0501810103 F , DATED QCTOBER 19 ,20111, INDICATES THAT THE PROPERTY SHOWN HEREON LIES WITHIN ZONE X AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA. SEI/4 SEF/4 Section 14. T-1-N. R-13-W LY 4,aQ UB GIVING: �S%Z'�rPa SCT PROPERTY IS CURR TLY - ZONENC-5" & MF-12 S ACKS ARE: C-3: FRONT - 2 FEET SIDE - 0 FE REAR - 25 FE_ EXTERIOR YARD - LL EXTERIOR YARDS OR VAR WHIG ABUT DEDICATED PU LIC STRE S SHALL HAVE A DEP OF NOT LESS AN TWENTY-F (25) FEET INTERIO YARD - ALL INTERI YARDS R YARDS WHICH ABU INTER R PROPERTY LINES OR Y LOT F RECORD SHALL HAVE A D H EQUAL TO THE HEIGHT OF Y PROPOSED BUILDING OR RUCTURE 60 0 BO Scale 1" = 60s [General Notes: 1. The boundaries & easements shown on this plat only pertain to [at 3 and are dedicated by this plat, unless otherwise noted. Furthermore, grantors ore 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 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 final platting of Lots 1 and/or 2. 2. Those portions of the utility, easements on Proposed Lot 2 labeled "Proposed 10` 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 line as shown and is intended to be 11ie some as the easement described in instrument no. 2OG2113984 records of Pulaski County, Arkansas. j- 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 same easement described in instrument 2002114003 records of pulaski county, arkonsas. 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. 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 all sides of the guy anchor. LINE/CURVE TABLE LINE -BEARING „DISTANCE , 1-4 S 63'54' 18" W 3.24' CURVE CHORD BEARING DISTANCE RADIUS _ ARC LENGTH C1 S 63-54118" W 222.87' 5981,28 222.87' 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 WAIL MARKING THE NORTHWEST CORNER OF SAIDSOUTHEAST114 SOUTHEAST 1/4: RUN THENCE SOUTH 87 DEGREES 08 MINUTES 05 SECONDS FAST, 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 THE SOUTHERLY RIGHT OF WAY LINE OF WEST 4OTH STREET; THENCE SOUTH 87 DEGREES OS 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 FEEL. 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 53 DEGREES 54-MINUTES 18 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 18 SECONDS WEST. 222.87 FEET TO A SET 1/2' REBAR WITH CAP: THENCE NORTH Oi 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" 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 ,,r 1 S T E R� NOT NOT , I dUGENAIU � LEGEND 11 TflEPF1aFg RISER — — PROPERTY UNE CENTERUNE SEWER MANHOLE ry-Y YW �®y 5pi FIRE HYDRANT - TREE LINE � Y!qGN POST — SS — 5S — SANHART SLMY LNE E--- ANCK GGUY ANCHOR CM POWER POLE /TRANSFORMER (z) PER COY OF LITTLE ROCK ZONING POWER POLE .} OR �? SHOWN MR MI ECTMA! ONLY (LINE CONTINUES) ( POWER POLE w/LIGHT * SET 1/2' REBAR w/OW 0 FWD ARM MONUMENT — ALUM. CAP (UNLESS NOTED) PS SPINDLE � © CALC. POINT TO RE SET B/ DEVELOPER CIL nit �NCKER NOT TO SCALE o[� GAS METER OL DUCTILE IRON E.M. ELECTRIC METER MT@/ahtd ARKANSAS HIGHWAY TPNISPOWATKIN DEPT. P.P. POWER ROLE UGE UNDERGROUND UOTRIC GAP GALVANIZED PIPE ONE -DVERHERD E1ECITic IP 44WI04E WTE PRESSURE TY'. TYPICAL PLA PLASTIC NI S1n,beM Ter Net Aomm On D,xriee. Use A, Anolieabla VICINITY MAP 1 " = 600' A L� P� w 2010031279 Received: 5/28/2010 3:09:35 Ph1 PLAT PT CL' RTIFICATIONS:Retarded: 0512812010 03:14:23 PM Filed & .ecorded in Official Records of PAT O'BRIF.f;, PULASKI COUNTY CIRCUIT/COUNTY CLERK CERTIFICATE OF RECORDING: THIS DOCUMENT, NUMBER Fees 15.00 FILED FOR RECORD _, 20_, IN PLAT BOOK �, PAGE S� ''IISIGNED _ 7)e-[4t+ tL 1 (NAME)CLERK SOURCE OF TITLE ,U + I pJ e CERTIFICATE OF SURVEYING ACCURACY' """allne,10% I, 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@011CLSION RULES AND REGULATIONS HAVE BEEN COMPLIEO WITH. DATE Of EXECUTION R. SI�RECISTEPEDOFESSIONAL LAND SURVEYOR 140. AR1402 OWNER'S CERTIFIC TA ION: I (WE), THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT 1 (WE) HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE 1N ACCORDANCE WITH THIS PLAT. So DATE OF EXECUTION CAROLYN ANN HOUGLAND 1 2440 PINNACLE RIDGE RD. CONWAY. AR 72034 SOURCE OF TIRE: INSTRUMENT #200707061)8. SOURCE OF (Print) TRUST (Title) CERTIFICATE OF FINAL APPROVAL: PURSUANT TO THE UrTEE 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. DATE OF EfXECUTION LITTLE ROCK PLANNING COMMISSION FOR BILL OF ASSURANCE - DEED AT Final Plat: Lot 3, Hougland Addition to Little Rock, Pulaski County, the City of Arkansas SCALE" I' - 60' Survey For: Carolyn Ann Hougland Revocable Trust DRAWN BY; PAXTON R. SINGLETON DAZE; 5 20 10 PART OF SECTION 14, TOWNSHIP 1 NORTH, RANGE 13 WEST GLOBAL SURVEYING CONSULTANTS, INC. - PROJECT NO. 10.1001.01