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Home My WebLink AboutS-0957-I Map 2E► 1;13'41 ROCK MONTH UTTII ROCK E a ao N 0 0 0 0 N II M N N N J M 5 J A U T E 0 POINT OF COMMENCEMENT NORTHWEST CORNER SECTION 15, T-1-N, R-11-W. 1858.37 o N O Q, NW CORNER TRACT A AREA 302 00" FOUND COTTON 2p PICKER SPINDLE AT INTERSECTION OF LINDSEY ROAD o EAST v�7� RIGHT-OF-WAY Nsg. a!o LAND THE INE OF CENTER p o 3Q6 oo0„w �V V INDUSTRIAL HARBOR DRIVE. WATER LINE i AIVO QLtJ RL II ION A TRACT OF LAND SITUATED IN NE 1/4 AND SE 1/4 OF SECTION 15 AND SW 1/4 OF SECTION 14 BOTH IN T-1-N, R-11-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 15; THENCE EAST 1,858.35 FEET; THENCE SOUTH 592.72 FEET TO THE NORTHWEST CORNER OF TRACT A AREA 302 LITTLE ROCK PORT INDUSTRIAL PARK ADDITION TO THE CITY OF LITTLE ROCK, 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 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 PLAT BOOK D PAGE 142 CIRCUIT CLERK'S OFFICE, PULASKI COUNTY, ARKANSAS: THENCE ALONG SAID CENTER LINE S66'15'00"E 1,437.89 FEET TO A 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 S53'34'461W 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 FI'ET; THENCE S88'39'14'E 1,908.57 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 FEE' FOR A DISTANCE OF 78.54; THENCE N01'20'46"E 241.07 FEET; THENCE ALONG A CURVE 10 THE LEFT HAVING A RADIUS OF 50.00 FEET 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 S77'45'37"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 S51'47'34"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 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 OF SAID INDUSTRIAL HARBOR DRIVE; THENCE S80'09'03"E 220.22 FEET TO POINT OF BEGINNING; SAID TRACT OF LAND CONTAINING 9.779 ACRES (425975 S.F.) MORE OR LESS. p�STRlq\ N pRr� S01'20'46"W 54.00' _ SO1'20'46"W 6.00' S01.20'46"W 29.00' INSERT "A" SCALE: 1" = 200' 200 0 200 400 600 LEGEND SET 1/2" REBAR FOUND MONUMENT PROPERTY LINE EASEMENT LINE RECORD LINES EDGE OF ASPHALT FUTURE RAILROAD APPROXIMATE 40 ACRE LINE 0 R=716.20 L=173.70(M) L=173.75(P) SET C.P FOUND COTTON 3 28, PICKER SPINDLE FOUND COTTON PICKER SPINDLE N 139003.80 -� E 1260620.75 N36'25'15"W - CHORD 69.13- L=76.32 R=50' N 138948.18 - E 1260661.79 NW 1/4 SE 1/4 SET C.P.S. 621 N 137728.56 E 1260505.36 APPROXIMATE 40 ACRE AREAS 40 ACRE TRACK AREA (ACRE) NW 1 4 SE 1 4 SEC. 15 0.54 NE 1 4 SE 1 4 SE 15 5.05 SE 1/4 NE 1/4 SEC. 15 1.15 NW1 4SW1 4 SEC. 14 3.02 3� U CERTIFICATE OF 00" 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 SLIBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT, 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 ENCOM 0tINiG 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 SURVEYING 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. DATE OF EXECUTION REGISTERED LAND SURVEY6RNNO. 979 WALTER H. SPAUL CERTIFICATE OF FNIAL APMIOVAL 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 FILED FOR RECORD IN PLAT BOOK PAGE FOR BILL OF ASSURANCE SEE DOCUMENT NO, S80'09'03"E TRACT D(R), AREA 300� CIRCUIT CLERK 325.48' I POINT OF B GINNING .00 _ S80 FOUND COTTON _ 0g�03"( PICKER SPINDLE ''9.36' N 138966.13 E 1260837.72 (I N 138923.23 S53'34'46"W CHORD 72.26' FOUND COTTON E 1260779.58 L- 80.76' PICKER SPINDLE I R=50' SE 1/4 NE 1/4 N z I FOUND COTTON 0 1 I v PICKER SPINDLE LAJ 1 FOUND COTTON I w II \ PICKER SPINDLE - I� 0 2 I NE 1/4 SE 1/4 NW 1/4 SW 1/4 \ \ I w I I b N 138129.1 E 1262621.01-_� N31112'26"W N 137890.47 I CHORD 63.68' N 138079.11 589 _ L.ITTLE ROCK PORT I R=5003 E 126266040 W E 1260647.AUTHORITY PROPERTY N 137838.10 ` S40'40'20"E CHORD 74.29 N46'20'45" E E 1262654 74 (OV L=83.I 74' CHORD 70,71' R=50' L=78.54' 0 �-N 137834.12 R-50' N 137789.29 Z E 126069 .53 390 INTERMODAL LOM ROAD E 1262603.58 S&8'39'14� 1908.57' _ _ off- _ 56 4Q0 a _ _ _ _ N89' '1�-lEl�6i21' - T 399 - - - 620 I I FUTURE 60' RAILROAD I I RIGHT-OF-WAY I I SEE INSERT "A" I SET COTTON PICKER SPINDLE S77'45'37"E 213.85' "A -54RBDR pRlbLr N 1 8083.81 E 1262830.0-, S51'47'34"W CHORD 77.10' L=8895' R=50 o N 138036.12 M E 1262769.42 SET C.P.S. N 137675.56 E 1262760.95 I I II L - - SLACKWATER HARBOR DOCK VICINITY MAP 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 EDERAL EMERGENCY MANAGEMENT AGENCY, COMMUNITY PANEL NUMBER 0 181 0014 E AND DATED NOVEMBER 3, 1993, SHOWS THAT THIS SITE IS IN A ECIAL FLOOD HAZARD AREA INUNDATED BY THE 100 YEAR FLOOD AND THA THE SITE HAS A ZONE AE CLASSIFICATION, BASE FLOOD ELEVATIONS DETERMINE . 5. UNLESS SPECIFICALLY STATED OR SHOWN, SURVEY ES NOT LOCATE OR DELINEATE: BUILDING SETBACK LINES, ZONING REG IONS, RESTRICTIONS, OR OTHER ITEMS WHICH MAY AFFECT DEVELOPMENT, T OUGH THEY MAY EXIST. NO STATEMENT IS MADE CONCERNING SUBSURF CE CONDITIONS, OR THE EXISTENCE OF UNDERGROUND CONTAINERS OR FA LITIES WHICH MAY AFFECT THE USE OR DEVELOPMENT OF THE TRACT. 6. THE BASE FLOOD ELEVATION AT THIS SITE VARIES FR 246.75 ON THE WEST TO 246.00 ON THE EAST. 7, RATIO OF CLOSURE: RADIAL SURVEY USING GPS. DOU LE MEASURED ALL POINTS WITHIN 0.1'. 8. ALL ROADS ARE 28' WIDE ASPHALT WITH 6' CHIP AND SEAL SHOULDERS. //- /3- OL St ATE o, �•�°GISiERF�''',, ARIAS gT . • ARAA OF • . REGISTERED PROFESSIONAL ENGINEER r16 N0.4686 '.,Frf••. • •' j'�Af EAR LIrNp ti 4� �vstrumen� ` 2cx21�[°to3�l can Nk"oen1wr X,s002 n PI«f� �x,kG 049eS31 in Qu(ask; Couh+y •,,.... �� /off---- °�P� CAROLYN STALEY, Circuit County Clerk 8 Record .n ;•J�yl• O1a�� SLACKWATER HARBOR DRIVE, INTERMODAL LOOP ROAD, AND DOCK DRIVE RIGHT-OF-WAY DEDICATION LITTLE ROCK PORT INDUSTRIAL PARK l RVER I ENGINEERS u0 1010 Battery St. Little Rock, Arkansas BY: 1-501-376-3633 D� I OCTOBER, 2002 . i