Loading...
HomeMy WebLinkAboutS-0057-JJ Map 2QL703 (�� I a h 0 of 0 0 e M 0 0 -0a >N it I N�M (n 0) M O C, N C� a N E / y CUM of o Ey 0 •cc c N rC- a Ss- 0 t� w a a0030aB l�;S G - CO Is-:) SCALE: 1" = 100' 100 50 0 100 200 300 * BASIS OF BEARINGRONT - RECORDED BEARING OF THE R/O/W OF PROPERTY LINE EASEMENT LINE BUILDING SETBACK LINE — — — — — — — — BACK OF CURB ANDEFIBER UOPTICLCABOLEE FOUND REBAR FOUND "X" SET 1/2" REBAR MEASURED BEARINGS AND DISTANCES PLATTED BEARINGS AND DISTANCES NAD 83 BEARINGS UGT FOC 0 (M) (PPG) R�p,O rn FOUND 1/2" REBAR PLATTED m� PLATTED TRACT K-2 TRACT K-1 PR FOVN FOUND 1/2" REBAR \0 53 P� N 158053130- � k 0 96. 4 E 1L�0 2" 9 _ \ ® \ FOVN 1p•1� 0; PGA 15' SETBACK \ \ 4a a " A V 2 2g ��0 p EN ,\400 gpSE \ \ A,g" �\AlORP\\A 30' SETBACK \ 10' AT&T EASEMENT \ \ \ \\ \ \ \ DOCUMENT N0. 89-19176 \ G \ � 40' SETBACK NE 1/4 NE1 /4 6, 7O10' UTILITY EASEMENT \ Wir, �\ 10' UTILITY EASEMENT TRACT J-3 \ 4.809 ACRES (209,495 S.F.) 0' © SE 1/4 NE1/4 Gl P z S�p2 \A00" N \ \ \ \ 15' SETBACK S� p, ,01 Ml 9 BNPi 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 EMEMENT AGENCY, RGENCY ER 3, 1993MUNITY PANEL NUMBER 1 SHOWS THIS LIES 0008 EAND DATED ABOVE THE 500 YEAR FLOOD, AND THAT THE SITES HAVE A ZONE X CLASSIFICATION. 4. UNLESS SPECIFICALLY STALED 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.f) (2.90 AC,f) 6. NO IMPROVEMENTS MADE TO THE PROPERTY ARE SHOWN, 7. AS PER CITY OF LITTLE ROCK ENGINEERING DEPARTMENT INSTRUCTIONS, A 5' WIDE CONCRETE SIDEWALK SHALL BE CONSTRUCTED ALONG THE RIGHT-OF-WAY LINES OF BOTH RIVERFRONT DRIVE AND BROOKWOOD AT THE TIME OF ANY BUILDING CONSTRUCTION ON THIS TRACT. A CERTIFICATE OF OCCUPANCY FOR THE BUILDING WILL NOT BE ISSUED UNTIL THE SIDEWALKS ARE BUILT. 0 O y C Lo IS 0�0o3o��I�s CURB INLET PAGIS COORDINATES N 158045.0 N 157627.6 E 1220314.5 E 1220463.8 FL 243.7 FL 246,55 ® N 158004.5 i N 157542.9 E 1220329.0 E 1220075.5 FL 248.67 FL 254.2 ® N 157817.8 E N 157912.8 E 1220395.6 E 1219943.6 FL 247.25 FL 246.70 FOR STREET R/W DEDICATION SEE PLAT BOOK 34, PAGE 33 FOUND 1/2" REBAR PLATTED TRACT J-1 RO p,0 R N1�L GEC P VICINITY MAP SCALE 1 "=500' i OF OWNER PROPERTIES, LLG 2203 No 1126248� LTE oluninnuu °�EGISTER£D//''1, 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. 1-4d — Z5 M44 6A, zoo 3 LISENNE D. ROCKEFE LER, MEMBER DATE OF EXECUTION RIVERDALE SCHOOL PROPERTIES SOURCE OF TITLE: DOCUMENT NO. 2002188322 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 U E ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION REGISTERED PROFESSWFCNAI:itNGINEER 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 T E LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEIj CO P I WIT . DATE OF EXECUTION REGISTERED LAND SUR EYOR 0. 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 ROC PLANNING COMMISSION CERTIFICATE OF RECORDING THI DOCUMENT UMBERQLaE lFILED FOR RECORD 3 < C� IN PLAT BOOK PAGE 125 FOR BILL OF ASSURANCE SEE DOCUMENT NO. CAROLYN STALEY, Circuit Ceunty CIA R Rarxxdor CIRCUIT CLERK y� �pURT� 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 CON'A.INING 4.809 ACRES (209,495 S.F.) MORE OR LESS. POINT OF COMMENCEMENT (RECORD INFORMATI ON 4 R/PLAT J-1) SECORNER SEC 33. T-2—N. R-12—W TRACT J-3 RIVERDALE ADDITION LITTLE ROCK, ARKANSAS PREPARED BY �,,, GARVER ENGINEERS 5.31 I?Qd LITTLE ROCK, ARKANSAS BY: -J J J TEL (501) 376-3633 DATE: . Iu /�� _ DATED MARCH 2O03 (�