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Home My WebLink AboutS-0957-J Map 20 N N 0 0 C14 w rn i v 0 OL -n d 0 xr, C o 4)o 7o C C O u _C d U, 0" p 2:43 .x E -FRAZIE K mm POINT OF COMMENCEMENT SOUTH 1/4 CORNER OF SECTION 15 T-1-N, R-11-W I FOUND 1 /2" REBAR NO2'08'46"E v 60.00' I S46'h8'48"W CHORD 71.06 I 1_=79.03' R=50.00' i 1 I N 135919.02 1 E 1259353.17 Z 1 J IO •� _'.I .pr 1 Z � I N 1 1 I N 135901.44 \1 __POINT OF-- _ _.- -- BEGINNING S87*54'14"E 9.89 N 136042.63 �N43'09'42"W E 1259256.48 CHORD 70.33' L=78.00' R=50.00' N 135991.33 E 1259304.59 1 u, k O Up 1 SET C.P.S. S70'48'19"W I CHORD LAND DESCRIPTION A TRACT OF LAND SITUATED IN SE 1/4 OF SECTION 15 AND NE 1/4 OF SECTION 22. BOTH IN T-1-N, R-11-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH 1/4 CORNER OF SAID SECTION 15 AT A FOUND IRON PIN ON THE CENTER LINE OF FRAZIER PIKE AS SHOWN IN PLAT BOOK 27 PAGE 86 CIRCUIT CLERK'S OFFICE, PULASKI COUNTY, ARKANSAS; THENCE NO2'08'46"E 60.00 FEET TO THE NORTH RIGHT-OF-WAY LINE OF SAID FRAZIER PIKE;TI-IENCE S87'54'14"E 9.89 FEET TO THE POINT OF BEGINNING; THENCE S87'54'14"E 591.75 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 489.25 FEET AND CHORD BEARING AND DISTANCE OF N70'48'19"E 355.30' FEET FOR A DISTANCE OF 363.61 FEET; THENCE N40'29'09"W 20.00 FEET; THENCE ALONG A CURVE TO LEFT HAVING RADIUS OF 469.25 FEET AND A CHORD BEARING AND DISTANCE OF N44'17'54"E 85.32 FEET FOR A DISTANCE 85.43 FEET; THENCE S50'55'03"E 20.00 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 489.25 FEET AND CHORD BEARING AND DISTANCE OF N23'11'45"E 267.85 FEET FOR A DISTANCE OF 271.31 FEET; THENCE N07'18'33"E 1291.02 FEET, TO A FOUND 1//2" REBAR AT THE SOUTHWEST CORNER OF INTERMODAL LOOP ROAD, AS SHOWN ON THE PLAT OF SLACKWATER HARBOR DRIVE, INTERMODAL LOOP ROAD AND DOCK DRIVE, RECORDED IN BOOK G PAGE 531, CIRCUIT CLERK'S OFFICE, PULASKI COUNTY, ARKANSAS; THENCE S88'39'14"E 120.65 FEET ALONG THE SOUTH RIGHT-OF-WAY OF SAID INTERMODAL LOOP ROAD; THENCE S07'18'33"W 1303.55 FEET; THENCE ALONG A CURVE TO T FOR A ' 45 W 333.55 FEE 0 - F 523 11 N AND DISTANCE 0 CHORD BEARING A H HAVING A RADIUS F 609.25 FEET AND C O THE RIGHT H I G DI 0 DISTANCE OF 337.86 FEET; THENCE S50'55'03"E 20.00 FEET; THENCE ALONG A CURVE TO RIGHT HAVING A RADIUS OF 629.25 FEET AND A CHORD BEARING OF S44'17'54"W 114.41 FEET FOR A DISTANCE OF 114.57 FEET; THENCE N40'29'09' W 20.00 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 609.25 FEET AND CHORD BEARING AND DISTANCE OF S70'48'19"W 442.44 FEET FOR A DISTANCE OF 452.79 FEET; THENCE N87'54'14"W 480.71 FEET; THENCE ALONG A CURVE, TO, , THE LEFT HAVING A RADIUS OF 50.00 FEET AND A CHORD BEARING AND DISTANCE OF S46'48'48"W 71.06 FOR A DISTANCE OF 79.03 FEET TO THE EAST RIGHT-OF-WAY OF SAID FRAZIER PIKE: THENCE N01'31'50"E 120.98 FEET ALONG EAST RIGHT-OF-WAY LINE OF FRAZIER PIKE; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET AND CHORD BEARING AND DISTANCE OF N43'09'42"W 70,53 FEET FOR A DISTANCE OF 78.00 FEET TO THE POINT OF BEGINNING; SAID TRACT OF LAND CONTAINING 7.395 ACRES (322,106 S.F.) MOIRE OR LESS. �P\�0,, �0 ! / F E 1259837.94 _ 1 70_48'19„ '. l CHORD 355.30' \ /I_=363.61' / R=489.25' CL OF LEVEE �- ZONE X (SEE NOTE 4) F so. rs r`0 r R=609.25' \ \ / - i /4 - 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, J M DAILEY, MAYOR DATE OF EXECUTION C_ OF LITTLE ROCK, RI<ANSAS SOURCE OF TITLE: BOOK 1519, PAGE 35-39, INSTRUMENT NO. 93-35724 CERTIFICATE OF ENGINEERING ACCURACY I, WILLIAM E. RUCK, 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. 2 - 1. - C3 (f- �� DATE OF EXECUTION REGISTERED PROFESSIONAL ENGINEER NO. 4686 CERTIFICATE OF SURVEYING ACCURACY I, WALTER H. SPAUL, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY Y A SURVEY MADE UNDER MY SUPERVISION, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS4OF�E LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION REGISTERED LAND SUR EY979 WALTER H. SPAUL 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 2060ILA-2 FILED FOR RECORD IN PLAT BOOK G PAGE 511 FOR BILL OF ASSURANCE SEE DOCUMENT NO. `I-OO'a.`tA711 CIRCUIT CLERK N 136138.17 / E 1260173.49 N44' 7 54 ' " _ LITTLE ROCK PORT r''`"" /`1 `' 1 J`` N 136153.38 CHORD F}5.32' E 1260160.5o L=85.43 AUTHORITY PROPER �Y R=469.25 � 1 N 136214.44 N23'11'45"E ` N 137728.56 E 1260220.09 CHORD 267.85' E 1260505. 6 Q� N 136201.83 L=271.31' 1260235.61 R=489.25' �� r ... - 136046.9C \ N \ SS 4165 J E 1260251.40 OS N 1364,18.0.3 N0718'33"E „� / 29'09"W \ 2��0'M�F E 1260341.11 - '" 1291.02' ' �-- 36" RCP r NW 1/4 NE 1/4 100 20.00, N 136031.69 -- _ E 1260264.38 / _ - - - N - SLACKWATER HARBO_4166 =-�f�rVE S44'17'54"W -- - CHORD 114.411' _ S07'18'33 W _---- L=114.57' ` SET C.P.S. r .. .. - �' 1303.55 P1L I j 4 SE 1/4 R=629.25 DOUBLE 6'X6� N 136126.18 - / BOX - E 1260328.76 136432.77-------------- N S50'55'03"E E 1260460.14 SF I/I SE 1;4- 1 / 20.00' S 23'11'45'W N 136113.57 CHORD 333.55' : - FUTURE 60' RAILROAD I E 1260344.29 L=337.86'.- - RIGHT-OF-WAY _-R=609.25' - -- _ GENERAL NOTES FOUND C.P.S. 'E 1260625A8 10' BASIS OF BEARINGS IS ARKANSAS STATE PLANE, NORTH ZONE, 5. UNLESS SPECIFICALLY STATED OR SHOWN, SURVEY DOES NOT AS DETERMINED FROM PAGIS MONUMENTS 1001 AND 2001. LOCATE OR DELINEATE: BUILDING SETBACK LINES, ZONING - REGULATIONS, RESTRICTIONS, OR OTHER ITEMS WHICH MAY AFFECT TEMENT IS MADE SCALE: 1" = 100' 0 100 200 300 LEGEND SET C.P.S. SET COTTON PICKER SPINDLE SET 1/2" REBAR O FOUND MONUMENT PROPERTY LINE EASEMENT LINE - - - - RECORD LINES - - EDGE OF ASPHALT FUTURE RAILROAD APPROXIMATE 40 _ ACRE LINE PAGIS COORDINATES OF STORM DRAINAGE PT # NORTHING EASTING F.L. ELEV. DESC. 4172 136167.70 1260210,54 237.49 6'x6' CONCRETE BOX 4178 136092.56 1260296.05 237.41 6'x6' CONCRETE BOX 4165 137270.47 1260445.52 240.31 36' RCP 4166 137254.68 1260562,70 239.17 36" RCP APPROXIMATE 40 ACRE AREAS 40 ACRE TRACK AREA (ACRE) NE 1 4 SE 1 4 SEC. 15 0,17 NW 1/4 SE 144 SEC. 15 1.13 SW 1/4 SE 1/4 SEC. 15 5.12 NW 1/4 NE 1 4 SEC. 22 1.0 2. NO. ENCROACHMENTS ONTO OR OFF OF THE PROPERTY EXISTED AT DEVELOPMENT, THOUGH THEY MAY EXIST. NO STA .THE TIME OF THIS SURVEY, EXCEPT AS SHOWN HEREON, CONCERNING SUBSURFACE CONDITIONS, OR UNDERGROUND CONTAINERS OR FACILITIES THE EXISTENCE OF WHICH MAY AFFECT THE 3. COORDINATES SHOWN ARE BASED ON THE ARKANSAS STATE PLANE USE OR DEVELOPMENT OF THE TRACT. COORDINATE SYSTEM, NORTH ZONE, NAD 83, AS DETERMINED FROM 6 RATIO OF CLOSURE: RADIAL SURVEY USING GPS. DOUBLE MEASURED PAGIS MONUMENTS 1001 AND 2001. ALL POINTS WITHIN 0.1'. W ASPHALT WITH 6' CHIP AND SEAL SHOULDERS 4. THE FLOOD INSURANCE RATE MAP PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, COMMUNITY PANEL NUMBER 050181 0014 E AND DATED NOVEMBER 3,1993, SHOWS THAT THIS SITE HAS THREE ZONE CLASSIFICATIONS: ZONE X WEST OF THE LEVEE, DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN; ZONE X EAST OF THE LEVEE, AREA OF 500 YEAR FLOOD, AREA OF 100-YEAR FLOOD, WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE, AND AREAS PROTECTED BY LEVEE FROM THE 100-YEAR FLOOD; ZONE AE SPECIAL FLOOD HAZARD AREAS INUNDATED BY THE 100-YEAR, BASE FLOOD ELEVATIONS BY THE 100-YEAR, BASE FLOOD ELEVATIONS DETERMINED TO THE BETWEEN ELEVATIONS 246.7 AND 246.6. 7. ALL ROADS ARE 28 IDE � e I�i �+;- t VICINITY MAP iceb.l3 2003 I/ARK N�aAS REGISTERED e PROFESSIONAL � ENGINEER � No.4686 i'/ ''•�M' E_ARV iif� K f�•WTE OF" �y A ANSAS �11tlAITU0 • i �r •. : �c SLACKWATER HARBOR DRIVE RIGHT-OF-WAY DEDICATION LITTLE ROCK PORT INDUSTRIAL PARK SY. DATE:_ i GARVER I ENGINEERS 1010 Battery St. Little Rock, Arkansas 1-501-376-3633 �JANUARY, 2003