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HomeMy WebLinkAboutS-1012-C Map 1CERTIFICATE OF OWNER Scale AR STATE PLANE COORDINATE 30 ft N 14B43b./1 t IZU0/0z.0I TOUnU Iron Pm 2 N 148934.13 E 1205748.95 found iron pin 3 N 148946.02 E 1205501.96 set 1/2" iron pin 4 N 148998.31 E 1205422.30 set 1/2" iron pin - 1 5 N 149044.49 E 1205399.49 found iron pin i 6 N 149128.54 E 1205367.52 found iron pin 7 N 149175.78 E 1205402.16 found iron pin / 8 N 149172.00 E 1205473.02 found iron pin CURVE LENGTH DELTA TANGENT RADIUS C1 397.10' 91'00'35' 254.45' 250.00' LOT 2 G (unre c ord e d) Z i R275. FREE WAY_ DRIVE (50' RAW) / CDN47'34'06' E N86'56' 171, - --t- - / LC392.34' r� \ S86°56'28" E 70.9 6' / R35.00' 25 CDN36° 15'02" E \ O \ LC58.58' s 20 2 C"10 L 0 T �o �d so moo: \ R94.00' CDN56'43'30"W \ LC95.30' \ � 25' Bldg. Ling -WEST 12th. STREET LOT 4 PLAT BK. E, PG. 387 PAGIS MARKER %# 2040-0119 of begdnnmg HAVEN OF REST CEME TER Y LEGAL DESCRIPTION PART OF THE SW 1 /4 SW 1 /4, SECTION 1, T-1-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE SOUTHWEST CORNER OF LOT 4, FREEWAY BUSINESS PARK, LITTLE ROCK, ARKANSAS; THENCE S02'02'12"W ALONG THE EAST RIGHT- OF-WAY LINE OF FREEWAY DRIVE, 52.52 FT. TO THE POINT OF BEGINNING; THENCE S01'33'23"W, 502.77 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF WEST 12TH STREET; THENCE N87'14'40"W ALONG SAID NORTH RIGHT-OF-WAY LINE, 247.28 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF RODNEY PARHAM ROAD; THENCE NORTHWESTERLY ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 94.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N56'43'30"W, 95.30 FT.; THENCE N26'16'30"W AND CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, 51.50 FT.; THENCE N20'49'30"W AND CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, 89.93 FT.; THENCE NORTHEASTERLY AND CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, BEING THE ARC OF A 35.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N36'15'02"E, 58.58 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF SAID FREEWAY DRIVE; THENCE S86'56'28"E ALONG SAID SOUTH RIGHT-OF-WAY LINE, 70.96 FT.; THENCE NORTHEASTERLY AND CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE BEING THE ARC OF A 275.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N47'34'06"E, 392.34 FT. TO THE POINT OF BEGINNING, CONTAINING 96,190 SQ. FT. OR 2.2082 ACRES MORE OR LESS. (BEARINGS BASED ON ARKANSAS STATE PLANE COORDINATES - NORTH ZONE.) ., L_//),"N ,L / L CERTIFICATE OF SURVEYING ACCURACY I, PAUL M. WHITE, 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 PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY I, TIMOTHY E. DATERS, 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. 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. DATE OF EXECUTION NOLAND PROPERTIES, INC. 2700 WASHINGTON AVE. SUITE 400 NEWPORT NEWS, VA 23607 INSTRUMENT NO. 96-64636 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 REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD , 19 IN PLAT BOOK PAGE LITTLE ROCK PLANNING COMMISSION GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN = _ = ARE TO BE USED FOR DR.AINAGF AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT O7 INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS 1: 50,000 6. NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. (PANEL # 050181 0007 E, DATED NOV. 3, 1993) „ LOT 1 F REWA liOUSINESS PAIRK Al�T ADDITION TO THE CITY OF ��f�� �,t LITTLE ROCK ARKANSAS 4- BEING PART OF THE S W 1 /W S W 1 /4, SECTION 1, T-1-N, R-13-W, PULASKI COUNTY, ARKANSAS ekf, )MIF-cr jm 5n, st�asas MUwy nr1 � 1° F R VMORtam &(NO ADDITIONAL EASEMENTS REQUIRED SEPTEMBER, 1999 ❑ ADDITIONAL ASEMENTS ARE REQUIRED pLA^lJrit R^Yr0 AS SHOWN 4 i�7 7} �er7 71���v t1 �+�v /v77n r�7v�r 7�T/v BY. ©VV 1Cllu Ll lC+�l///� i[ LilRlay e`3layay®LLl(lil 1! 1C.syy 1([ V iL.o �1 finl (� F I' `_ D P`I -- EAg',rl -I\� poi v _ - - - --- DAME Qi CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING EAR _. _ 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 DA,. - { BY Job No. 99-0453B m