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Home My WebLink AboutS-0957-I Map 1E a O O 0 0 N N 0 N J 0% 3 a 0 0 0 0 Y U 0 v o u Or) 0 u o 0 c O � c u o v 0- N O rn�o xE L ANU j_lLtiCKIP "ON 4 OF 14 R-11-WT LOF ITTLE NROCKUPULDIN NE ASKI COUNTY,AND SE ARKANSAS,OBEINGTION 15 AND MORE PARTIICULIARLY DESCRIBED NAS FOLTH IN LOWS: COMMENCING T-1-N COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 15; THENCE EAST 1,858.35 FEET; THENCE SOUTH 592,72 FEET TO THE POINT OF COMMENCEMENT NORTHWEST CORNER OF TRACT A AREA 302 LITTLE ROCK PORT INDUSTRIAL PARK ADDITION TO THE CITY OF LITTLE ROCK, NORTHWEST CORNER PULASKI COUNTY, ARKANSAS; THENCE S66'15'00"E 1,120.38 FEET; THENCE S23'45'00"W 250.00 FEET; THENCE N66'15'00"W 306.00 SECTION 15, T-1-N, R-11- W. FEET; THENCE S23'45 00'W 623,00 FEET TO A FOUND COTTON PICKER SPINDLE AT THE INTERSECTION OF THE EASTERLY RIGHT-OF-WAY LINE OF LINDSEY ROAD WITH THE CENTER LINE OF INDUSTRIAL HARBOR DRIVE AS SHOWN IN 4P3LA 89 BOOK T Df0 A E 1858.35' NW CORNER TRACT A AREA 302 FOUND COTTON PICKER SPINDLE AT INTERSECTION OF LINDSEY ROAD EAST RIGHT-OF-WAY 716g.7 AND THE CENTER LINE OF o0 3�6 INDUSTRIAL ry HARBOR DRIVE.- �N (o WATER LINE EASEMENT - 142 CIRCUIT CLERK'S OFFICE, PULASKI COUNTY, ARKANSAS; THENCE ALONG SAID CENTER LINE S66 15 00 E FOUND COTTON PICKER SPINDLE; THENCE CONTINUING ALONG SAID CENTER LINE A CURVE TO LEFT HAVING A 716.20 FOOT RADIUS AND CHORD BEARING AND DISTANCE OF S73'12'46"E 173.28 FEET FOR A DISTANCE OF 173.70 FEET TO A FOUND COTTON PICKER SPINDLE; THENCE CONTINUING ALONG SAID CENTER LINE S80'09'03"E 325.48 FEET; THENCE S09'50'57"W 50.00 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF SAID INDUSTRIAL HARBOR DRIVE AT THE POINT OF BEGINNING- THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET AND A CHORD BEARING AND DISTANCE OF S53'34'46'rW 72.26 FEET FOR A DISTANCE OF 80.76 FEET; THENCE S07'18'33"W 1,041.22 FEET ; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET AND CHORD BEARING AND DISTANCE OF S40'40'20"E 74.29 FEET FOR A DISTANCE OF 83.74 FEET; THENCE S88'39'14"E 14908.57 FEET THENCE ALONG A CURVE TO LEFT HAVING RADIUS OF 50.00 FEET AND CHORD BEARING AND DISTANCE OF N46'20 46 E 70.71 FEEY FOR A DISTANCE OF 78.54; THENCE N01'20'46"E 241.07 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET 14 AND CHORD BEARING AND DISTANCE OF N38'12'26"W 63.68 FEET FOR A DISTANCE OF 69.03 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF SAID INDUSTRIAL HARBOR DRIVE; THENCE S77645'37"E 213.85 FEET ALONG SOUTH RIGHT-OF-WAY LINE OF SAID INDUSTRIAL HARBOR DRIVE; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 50,00 FEET AND A CHORD BEARING AND A DISTANCE OF S51647'34"W 77.10 FEET FOR A DISTANCE OF 88.05 FEET; THENCE S01'20'46"W 360.66 FEET; THENCE N88'39'14"W 2,256.21 FEET; THENCE N07'18'33"E 1,229.61 FEET; THENCE ALONG CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET AND S CHORD BEARING AND DISTANCE OF N36'25'15"W 69.13 FEET FOR A DISTANCE OF 76.32 FEET TO THE SOUTH RIGHT-OF-WAY LINE 6_15 p OF SAID INDUSTRIAL HARBOR DRIVE; THENCE S80'09'03"E 220.22 FEET TO POINT OF BEGINNING; SAID TRACT OF LAND 1720n, CONTAINING 9.779 ACRES (425975 S.F.) MORE OR LESS. 38, 07 0 0 000" �� v V 83.58' 1 ikx S01'20'46"W 3' t w„� 54.00' SO1'20'46"W 6.00' 23' Sol'20-46"W 29.00 INSERT "A" R=716.20 L=I73.70(M) L=173.75(P) CERTWICAIE OF 0040 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. //-l5-b2i' JIM LEY, MAYOR DATE OF EXECUTION CITY LITTLE ROCK, ARKA SAS SOURCE OF TITLE: BOOK 1519, PAGE 35-39. INSTRUMENT NO. 93-35724 CERTIFICATE OF ENGRA RIIG ACCURACY 1, 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. DATE OF EXECUTION REGISTERED PROFESSIONAL ENGINEER NO. 4686 CERTIFICATE OF 3UR EYM ACCURACY 1, WALTER H. SPAUL, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE UNDER MY SUPERVISION, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEE COMPLIED WITH. I IV�� QZ DATE OF EXECUTION REGISTERED LAND S VEYOR NO. 979 WALTER H. SPAUL CERTIFICATE OF FINIAL 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 FXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULA TI ONS. 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.- 14 ;> 75, O'F SET C.P.S. TRACT D(R), AREA 300� CIRCUIT CLERK 14 '89 S80'09'03"E 3280 (M) 2800'02' E 325.48' 1 (p� 5�372.4 POINT OF B GINNING FOUND COTTON 1 ?3 28 e S09650'57"W PICKER SPINDLE 0 FOUND COTTON I FOUND COTTON PICKER SPINDLE - L S8C''09'03"E PICKER SPINDLE N 139003.80 CHORD 9.13' i F1260837.72\ -- E 1260620.75 N36'25'15"w N 138966.13 "----� CHORD ¢ I 34 46"W- R=50' I N 138923.23 CHORD 72.26' FOUND COTTON N 138948.18 _ E 1260779.58 L=80.76' PICKER SPINDLE E 1260661.79 of I I R-50' SE 1/4 NE 1/4 IN FOUND COTTON w I PICKER SPINDLE SET COTTON Io I W rn I ^ FOUND COTTON PICKER SPINDLE I I w Z PICKER SPINDLE I IOU \ ;Y%g 000 _ NOS"III i� OCK IL [a',.: • � ram- .- a a a VICINITY MAP I f GENERAL NOTES 1. *- BASIS OF BEARINGS IS ARKANSAS STATE PLANE, NORTH ZONE, AS DETERMINED FROM PAGIS MONUMENTS 1001 AND 2001. 2. NO ENCROACHMENTS ONTO OR OFF OF THE PROPERTY EXISTED AT THE TIME OF THIS SURVEY, EXCEPT AS SHOWN HEREON. 3. COORDINATES SHOWN ARE BASED ON THE ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83. AS DETERMINED FROM PAGIS MONUMENTS 1001 AND 2001. 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 1S IN A SPECIAL FLOOD HAZARD AREA INUNDATED BY THE 100 YEAR FLOOD AND THAT THE SITE HAS A ZONE AE CLASSIFICATION, BASE FLOOD ELEVATIONS DETERMINED. 5. 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. 6. THE BASE FLOOD ELEVATION AT THIS SITE VARIES FROM 246.75 ON THE WEST TO 246.00 ON THE EAST. 7. RATIO OF CLOSURE: RADIAL SURVEY USING GPS. DOUBLE MEASURED ALL POINTS IMF 2 I NW 1/4 SW 1/4 S77'45'37"E WITHIN 0.1'. NW 1/4 SE 1/4 ;w �^ I w NE 1/4 SF 1/4 213.85' 8. ALL ROADS ARE 28' WIDE ASPHALT WITH 6' CHIP AND SEAL SHOULDERS. IN 138129.15 _ oo E 1262621.01 �� IND(jS7 1-, HARE I --- ^ N38'12'26"W z I I I I CHORD F�3.68' N 138079.11 589- �59 _ OR DRIVE - _ Tvl' tMuvrreg+ItIt-ckj219ct03y on fw0ervlbC�� X') Go2 LITTLE ROCK PORT I R=5003 E 1262660.40 W „'l N 138083.81 _ nPlul�,3-,,G pq g 31 n -N 137890.47 I E 1260647.11 AUTHORITY PROPERTY N 137838.10 '� E 1262830.011 _ S40140'20"E II E 1262654.74 0 CHORD 74.29{ N46'20'_45"E N ; SHORD 4 .1 SET C.P.S. L=83.74' CHORD 70.71' co. CHORD 77.10' R=50' I L=78.54' z a ro L=88.05 •�,� %� /�L _-_ N 137789.29 .9 o R=50' I N 137834.12 R=50' N o P CAROLYN STALEY, Circuit County Clerk 8 Record 621 x E 126069 .53 E 1262603.58 N 138036.12 . `l y, 390 INTERMODAL LOOS' ROAD ^ M E 1262769.42 N 137728.56 61 1Z51�- _ _ _.._ $�..1.4� 1908.57 ._ ' E 1260505.36 3 SET C.P.S. V o N 137675 56 E 1262760.95 619 (_ 4� _. _ N✓39 1a"W 2�6a1' 567 . U� _. _. w ,� I 399 Q 620 I FUTURE 60' RAILROAD 3 RIGHT-OF-WAY I I I I SCALE: 1" = 200' I INo II i SEE INSERT "A" I 200 0 200 400 600 I I L-- I LEGEND SET 1/2" REBAR FOUND MONUMENT PROPERTY LINE EASEMENT LINE RECORD LINES EDGE OF ASPHALT FUTURE RAILROAD APPROXIMATE 40 (ACRE LINE APPROXIMAE 40 ACRE AREAS 40 ACRE TRACK AREA (ACRE) NW 1 4 SE 1 4 SEC. 15 0.54 NE 1 4 SE 1 4 SEC. 15 5.06 SE 1 4 NE 1 4 SEC. 15 1.15 NW 1 4 W 1 • 14 3.02 PAGIS COORDINATES OF STORM DRAINAGE 'T # NORTHING EASTING F.L. ELEV. DESC. 390 137816.20 1261014.88 242.16 2.e RCP 399 137727.02 1261004.48 242.12 24" RCP 913 137818.22 1260944.81 239.70 24" RCP 400 137728.48 1260934.84 239.65 24" RCP 567 137697.04 1262620,58 242.11 30" RCP 569 137766.23 1262623.67 241.89 30" RCP 589 138070.76 1262679.56 240.65 24" RCP 590 138067.33 1262750.44 242.00 24" RCP 621 137865.98 1260517.15 235.19 36" RCP 617 137848.97 1260642.78 234.77 36" RCP 618 137839.71 1260804.72 233.23 36" RCP 619 137730.94 1260800.04 232.90 JUNCTION BOX 620 137629.86 1260787.68 232.66 36" RCP SLACKWATER HARBOR DOCK �/- Ay- O Z --"IE 0 - ARIC�A REGISTERED PROFESSIONAL ENGINEER rltl'UY EARy zfw SLACKWATER HARBOR DRIVE, SAL PU1 INTERMODAL LOOP ROAD, =019ned.. AND DOCK DRIVE 6Y: DATE:' RIGHT-OF-WAY DEDICATION �EGISTERFp LITTLE ROCK PORT INDUSTRIAL PARK r" STAT OF "'; ,ARKA •' _ 0 GARVER I ENGINEERS L Lkw nunm 1010 Battery St. Little Rock, Arkansas 1-501-376-3633 OCTOBER, 2002