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HomeMy WebLinkAboutS-1012-D Map 3W 0 0 N Q Ln LO rn N a J d i 00 m w w cc m M rn' i P$ I PAGIS MARKER # 2040 0 p ARKANSAS STATE PLANE COORDINATES t N 149721.98 E 1215772.77 2 N 149644.33 E 1205169.99 3 N 141504.79 E 1215714.97 4 N 149438.57 E 1205712.60 N 149221.94 E 1205475.74 6 N 149229.75 E 1205329.61 15 N 149532.16 E 1205337.08 8 N 149671.58 E 1205692.30 o � -100 o- z 3 Scale 1" = 30 ft CURVE LENGTH DELTA TANGENT RADIUS _- --- 397_10' _---91'00'35r - _ - - 254.45' 250_00' i C2 - --317.36'----90'55_0a _-- 203.23' 200.D0' I 25' I Limits of 100 Year Flood as scaled Ic from FIRM Map # 050181 0101 F J REVISED June 13. 2003 Letter of Map Revision, Case # 02-06-2217P rn L1J C v UOi m LOT 2 10 - 04 INTERSTATE ROUTE # 630 n Northeast corner CERTIFICATE OF SURVEYING ACCURACY SW1/4 SW1/4 Section 1 T-1-N, R-13-W I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS ••"".•• ,,,,,,,,•' PLAT CORRECTLY REPRESENTS A BOUNDARY rPITOBK�E, "4�GI..... SURVEY MADE OR VERIFIED BY ME, ALL �.+' =O� ' . MONUMENTS REQUIRED ACTUALLY EXIST AND .12815 ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE 6"•n• ' rL ; ROCK SUBDIVISION RULES AND REGULATIONS 5 `Jr A»'�ML,`�-' HAVE BEEN COMPLIED WITH. PG. 387 0'9L LamDATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS R225.00' �1. y CDS21'31'13"W LC 150.00' ACCESS EASEMENT S / J I � R225.00• cDsoczg•orw LC34.80• R25.W / CD56O11 C138 7V oe Nee•3s•os'w 126.00• W . I gN8B35*06, g 52.62' e CDN7S S'4YW I I LC27.45' r\ � v J I O O `y ors �� 0 0 v 5 25' [i o LOT 3 C41 ° I HAVEN OF REST I CEMETERY � I I (V NO O M Z R225.00' / CDS44'08'54" W ti It TT I Q CERTIFICATE OF ENGINEERING ACCURACY i% AR ANSA3'`•'4 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. /7t 200 3 DATE OF EXECUTION NOLAND PROPERTIES, INC. 2700 WASHINGTON AVE. SUITE 400 NEWPORT NEWS, VA 23607 INSTRUMENT NO. 96-64636 CERTIFICATE OF FINAL APPROVAL REGISTERED I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION PROFESSIONAL THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE ENGINEER PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN No.5033 Q�f'�1 ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY \,07. �4.�I ROCK SUBDIVISION RULES AND REGULA DNS ACCEPTED. THIS CERTIFICATE IS HEREBY ��E�OwP��i HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS LOT 4 PLAT BK. E, PG. 387 Some 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. FIRM Community Panel N 050181 0101 F, REVISED June 13, 2003 through Letter of Map Revision, Case # 02-06-2217P LC301.69' / R225.00' CDS47'33'14'W LC320:99' R225.00' / CDS89039' 12" W,, LC26.73' S88'35'05' E LEGAL DESCRIPTION 55.00 0• PART OF THE SW1/4 SW1/4, SECTION 1, T-1-N, R-13-W, LITTLE ROCK, „ v 8 W35 WW / PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: 25' Building Line z ACCESS EASEMENT ,�� / COMMENCING AT THE NORTHEAST CORNER OF SAID SW1/4 SW1/4; THENCE ��/ aU: / S0702'57"W, 503.00 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE 20' Utility Sign Easement coNlasi5.00E R1 OF INTERSTATE ROUTE ,jE630, THE NORTHWEST CORNER OF LOT 5, FREEWAY BUSINESS PARK AND THE POINT OF BEGINNING; Lc20.e3 CDSOa51i31•E THENCE S0702'57"W ALONG THE WEST LINE OF SAID LOT 5, 77.70 Fr. © N86'S6'28"W�� TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF FREEWAY DRIVE; 6 THENCE, SOUTHERLY ALONG SAID NORTH RIGHT-OF-WAY LINE, 146.33' S R2zs.00 FOLLOWING THE ARC OF A 225.00 FT. RADIUS CURVE TO THE LEFT, A CHORD ,� FREE WA Y ° �C2DNNW58'4rW °� 5rw / / BEARING AND DISTANCE OF G ALO'13"W, 15ORT FT.; THENCE D DITT / �6a1 50702'57"W AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE, O DRIVE E1 �50, R W __ 66.26 FT.; THENCE SOUTHWESTERLY AND CONTINUING ALONG SAID NORTH N86'56'28"W RIGHT-OF-WAY LINE, FOLLOWING THE ARC OF A 225.00 FT. RADIUS CURVE -�- TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S4T33'14"W, 320.99 PLAT BK. E, PG. 387 FT.; THENCE N8656'28"W AND CONTINUING ALONG SAID NORTH RIGHT-OF- WAY LINE, 146.33 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF, J SAID INTERSTATE ROUTE #630; THENCE N01'24'55"f: ALONG SAID SOUTH , �0 41 L i LOT 1 PLAT BK. F, PG. 711 RIGHT-OF-WAY LINE, 302.50 FT., THENCE N6834 1 E AND CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE, 381.60 FT.; THENCE N5756'02' E AND CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE, 94.95 FT. TO THE POINT OF BEGINNING, CONTAINING 3.2246 ACRES MORE OR LESS. REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING ENGINEER NO. 5033, ARKANSAS COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER �Co.7a�i7� FILED FOR RECORD�LIty 2a 20 5 IN PLAT BOOK (j _ _• UROLYN STALEY, Circuit County U c& a Row; GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN - = - ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF 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 5. AREA OF LOT 1- 1.3556 ACRES LOT 2- 1.8690 ACRES PLAT OF LOTS 2 & J FREEWAY BUSINESS PARK AN ADDITION TO THE CITY OF LITTLE R 0 CK, ARKANSza A S BEING PART OF THE S W 1 /W S W 1 /4, SECTION 1, T-1-N, R-13-W, PULASKI COUNTY, ARKANSAS JULY) 2003 t�''Pj ,ate © VV /!i/JL 11 UT -MA 1! = & AM®M& 1l 1 9 MVC. Q CIVIL ENGINEERING, LAND PLANNING do DEVELOPMENT, SURVEYING 1324 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 (O (Ll Job No. 03-0460