Loading...
HomeMy WebLinkAboutS-0057-JJ Map 1�op,0 FOUND 1/2" REBAR E a rr1 0 0 N 0 1-1 0 0 II N N x SCALE: 1" = 100' 100 50 0 100 200 300 * BASIS OF BEARING - RECORDED BEARING OF THE R/0/W OF RIVERFRONT DRIVE PROPERTY LINE EASEMENT LINE BUILDING SETBACK LINE — — BACK OF CURB UNDERGROUND TELEPHONE UGT FOC AND FIBER OPTIC CABLE FOUND REBAR O FOUND "X" + SET 1/2" REBAR 0 MEASURED BEARINGS AND DISTANCES (M) PLATTED BEARINGS AND DISTANCES (P) NAD 83 BEARINGS (PG) k V V W PLATTED � PLATTED g o�. TRACT K-1 TRACT K-2 0).�> g PR \- � L,, FOVNO FOUND 1/2" REBAR 0 53� N 158053f30" '550 4g P -1-220296.54 -0 29 i N 15N994g20RggPFt fOv�gN�O•��2 <pGi 15' SETBA�K \ \) g' Pl ' � N O•'l q' 0 PGA EP'�'E �` 48' ORp�N 30' SETBACK a \\ \ \\10' AT&T EASEMENT \ \ \ \ \ DOCUMENT NO. 89-19176 j \ � 40' SETBACK \ NE 1/4 NE1/4 rn 10' UTILITY EASEMENT A x � \ TRACT J-3 \ Q\\\✓ 4.809 ACRES (209,495 S.F.) \ ) \0 G © SE 1/4 NE1/4 \ 02��,00"wlPl \ \ \ 15' SETBACK Sl 5� N 157396.22 E 1220138.38 \ POINT OF BEGINNING FOUND 1/2" REBAR FOUND 1/2" REBAR WITH A WHITE DATTERS CAP WITH A WHITE DATTERS CAP N 157520.41 E 1220486.85 \ PLATTED TRACT J-2 GENERAL NOTES 1. NO ENCROACHMENTS ONTO OR OFF OF THE PROPERTY EXISTED AT THE TIME OF THIS SURVEY, EXCEPT AS SHOWN HEREON. 2. COORDINATES SHOWN ARE BASED ON THE ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83, AS DETERMINED FROM PAGIS MONUMENT 2019 AND IT'S AZIMUTH MARK. 3. THE FLOOD INSURANCE RATE MAP PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, COMMUNITY PANEL NUMBER 050181 0008 E AND DATED NOVEMBER 3, 1993, SHOWS THAT THIS SITE LIES ABOVE THE 500 YEAR FLOOD, AND THAT THE SITES HAVE A ZONE X CLASSIFICATION. 4. UNLESS SPECIFICALLY STATED OR SHOWN, SURVEY DOES NOT LOCATE OR DELINEATE: BUILDING SETBACK LINES, ZONING REGULATIONS, RESTRICTIONS, OR OTHER ITEMS WHICH MAY AFFECT DEVELOPMENT, THOUGH THEY MAY EXIST. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS, OR THE EXISTENCE OF UNDERGROUND CONTAINERS OR FACILITIES WHICH MAY AFFECT THE USE OR DEVELOPMENT OF THE TRACT. 5. APPROXIMATE 40 ACRE AREAS: SE 1/4 NE1/4 NE 1/4 NE1/4 (1.91 AC.t) (2.90 AC.t) 6, NO IMPROVEMENTS MADE TO THE PROPERTY ARE SHOWN. CURB INLET PAGIS COORDINATES N 158045.0 ® N 157627.6 E 1220314.5 E 1220463.5 FL 243.7 FL 246.55 ❑2 N 158004.5 © N 157542.9 E 1220329.0 E 1220075.5 FL 248.67 FL 254.2 31 N 157817.8 © N 157912.8 E 1220395.6 E .1219943.6 FL 247.25 FL 246,70 DEDICATION PLAT BOOK 3 PAGE 33 FOUND 1/2" REBAR PLATTED TRACT J-1 VICINITY MAP SCALE 1 "=500' CERTIFICATE OF OWNER 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 REAL ESTATE IN ACCORDANCE WITH THIS PLAT. ;S OF OWNER LISENNE D, ROCKEFELLER, MEMBER DATE OF EXECUTION PROPERTIES, LLC RIVERDALE SCHOOL PROPERTIES SOURCE OF TITLE: DOCUMENT NO. 2002188322 72203 CERTIFICATE OF ENGINEERING ACCURACY I, WALTER H. SPAUL, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. REGISTERED ROFESSIONAL ENGINEER No 11262 �~ , .TER S4�i�' REGISTER£p STATE OF '. ARKANSAS 9795 otter �o ": ..o��'\ >.,Al L ANC uunninuw DATE OF EXECUTION REGISTERED PROFESSIONAL ENGINEER NO. 11262 CERTIFICATE OF SURVEYING ACCURACY I, WALTER H. SPAUL, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION REGISTERED LAND SURVEYOR NO. 979 WALTER H. SPAUL RATIO OF CLOSURE 1: 28,000 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 SAID RULES AND REGULA TIONS. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT NUMBER FILED FOR RECORD IN PLAT BOOK PAGE FOR BILL OF ASSURANCE SEE DOCUMENT NO. CIRCUIT CLERK LAND DESCRIPTION TRACT J-3 A TRACT OF LAND SITUATED IN THE NE 1/4 OF SECTION 32, T-2-N, R-12- W, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY BOUND AND DESCRIBED AS FOLLOWS: COMMENCING AT THE SE CORNER, NW 1/4, SW 1/4, SECTION 33, T-2-N, R-12-W, THENCE N1'35' E, 464.0 FEET; THENCE N 88' 43'W, 483.19 FEET TO A POINT ON THE CENTER LINE OF RIVERFRONT DRIVE; THENCE N 19' 46'W ALONG SAID CENTERLINE 2330.82 FEET; THENCE S70'14'W, 60.0 FEET TO THE POINT OF BEGINNING AT A 1/2" REBAR BEING AT THE NORTHEAST CORNER OF TRACT J-2 RIVERDALE ADDITION, LITTLE ROCK, ARKANSAS, RECORDED IN PLAT BOOK G PAGE 256 IN THE CIRCUIT CLERK'S OFFICE, PULASKI COUNTY, ARKANSAS DATED NOVEMBER 27, 2001; THENCE S70'15'07"W 369.94 FEET TO A 1/2" REBAR AT THE NORTHWEST CORNER OF SAID TRACT J2; THENCE N19'45'18"W 566.35 FEET TO A 1/2 REBAR AT THE SOUTHWEST CORNER OF TRACT K-1 AS RECORDED IN BOOK A PAGE 301 OF THE CIRCUIT CLERK'S OFFICE, PULASKI COUNTY, ARKANSAS; THENCE N70'14'27"E, 369.82 FEET TO A 1/2" REBAR AT THE SOUTHEAST CORNER OF TRACT K-2 AS RECORDED IN SAID BOOK A PAGE 301; THENCE S19'46'00"E, 566.43 FEET TO THE POINT OF BEGINNING; SAID TRACT OF LAND CONTAINING 4.809 ACRES (209,495 S.F.) MORE OR LESS. POINT OF COMMENCEMENT (RECORD INFORMATION FROM PLAT J-1) SE CORNER NW 1/4, SW 1/4 CFC 77 T-9—N R-1?—W SWBT CO. Easement ADD wo 4/"! Eawe 'f n9ev2�n Y CENTRAL. Au'SS YVATE PLANS APPROVED EASEMENT APPROVED EASEMENTREQUI D DATE l TRACT J-3 RIVERDALE ADDITION LITTLE ROCK, ARKANSAS PREPARED BY GARVER ENGINEERS LITTLE ROCK, ARKANSAS TEL (501) 376- 3633 DATED MARCH 2O03