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Home My WebLink AboutS-0899-A Map 2L h, I �L, TRACT DESCRIPTION RAILROAD EASEMENT DESCRIPTION PAGIS: D. PIN , IrT N 138,729.76' 1 1 L" LOT 2, PICRON PORTS PARK NO. 1 IN PULASKI COUNTY, ARKANSAS. A 60' WIDE STRIP OF LAND OVER AND ACROSS THE EAST SIDE OF LOT 2, PICRON PORTS PARK NO. 1 E 1.249,188.12' �jo IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, AND OVER AND ACROSS FOURCHE BAYOU _ (L THIS TRACT ENCLOSES 336,132 SQUARE FEET, OR 7.717 ACRES, MORE OR LESS. EAST OF AND ADJACENT TO THE ABOVE DESCRIBED LOT 2, AND SOUTH OF THE LITTLE ROCK PORT ` (S�r7 %j(� RAILROADAUTHORITY EA EMENT CENTERLINE,TERLINE, AND OEXTENDING EITO AND TERMINATING AT THE SOUTH LINE OF LOT 2DON THE , � 49 f) 11 OP� SOUTH AND THE SOUTH LINE OF THE RAILROAD ON THE NORTH, MORE PARTICULARLY DESCRIBED AS 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. Signed, FOLLOCOMME CING AT THE SOUTHEAST CORNER OF SAID LOT 2; THENCE ALONG THE SOUTH LINES OF LOTY,% j 9838` UT�� THE FOLLOWING BEARINGS AND DISTANCES: O3THENCE CNI TOTHEPOINOF BEGNNG;THEN ELEAVING THE SOUTH LINEALONGA15NON--TAGENTCURVE TO THE NORTHEAST, OPEN TO THE EAST, WITH A RADIUS OF 381.97' AND LENGTH 131.94' FOR A Name:. 2000029? �1 1 CHORD BEARING AND DISTANCE OF N40'02'39"E 131.29' TO THE P.T.; THENCE N49.56'17"E 278.57' Little Rock Planning Commission 95/03/2000 I2:47:43 Gk TO THE P.C. OF A 15• CURVE TO THE RIGHT WITH A RADIUS OF 381.97; THENCE 113.97' ALONG THE Filed K Recorded in PAGIS: A CURVE (AND PASSING AT 52.59' THE EAST LINE OF LOT 2) FOR A CHORD BEARING AND DISTANCE OF Official Records of N 138,601.67' IL /��0 N58.29'09"E 113.55' TO THE POINT OF TERMINATION ALONG THE SOUTH LINE OF THE PORT CERTIFICATE OF RECORDING CUROLYN COUNTY E 1,249,565.35' d I CIRCUIT/COUNTY COUNTY A AUTHORITY RAILROAD RIGHT OF WAY, WHICH LAYS S88'30'47"W 37,50' FROM THE NORTHEAST �oyv �?4 74 CIRCUIT/COUNTY CLERK T SET 1/2" REBAR D CORNER OF LOT 2. This document, number �, flied for record Fees #20.00 LOT 1 (SJ RiG/yr THIS EASEMENT ENCLOSES 30,830 SQUARE FEET, OR 0.708 ACRES, MORE OR LESS.�� a�r3d0 �'O+r+++ua+,•� f7$' 0F in plat book . 1 ., page ,• LOT 2A 42�£ (N18'44'11"E) qR/es g : y� 155,009 SO. FT. 2368,� N18"38�28"E RAGIS: � 3.559 ACRES± 10.1 D N 138536.11 VY'. CA YN TALEY, Circuit County Clerk &Recorder e , ,C� ' (10.00') E 1249789.85 FD. 1/2' REBAR 0 ' CO SURVEY DESCRIPTION FOR LOT 2A (CH v (S79 ORD •(Name) Clerk : .• •.!< �009"E) ) 0 = 16*08*52" _ T S79'j8 (26 R - 955.37' THE WESTERLY 3.559 ACRES OF LOT 2, PICRON FOR , PARK NO. 1 IN PULASKI COUNTY, ARKANSAS, ' FD. 1/2 REBAR 52'E 8'3T7 T _ 135.52 •••�� 1�� •'� WITH 398.40' OF FRONTAGE ON LINDSEY ROAD VO PARTICULARLY DESCRIBED AS FOLLOWS, PAGIS:Z68 3 --- ---- .�_`- - '•. .•' COMMENCING AT HE SOUTHEAST CORNER OF � T 2 OF PICRON PORTS PARK NO. 1, A FOt7ND 1/2" N 138526.54 6 L 269.25' PAGIS: - - ••...,,..•• TY 13848&3525005 .5 SURVEYOR'S NOTES REBAR ON THE NORTH RIGHT OF WAY SOUTH LINE LINE OF LINDSEY ROAD; THENCE ALONG THE NORTH E 1249786.62 � 7,/; 1PIN (N.E5 COR. LOT 2B) HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE BASED ON TIES BY R.O.W. OF LINDSEY ROAD AND THE SOUTH LINE OF LOT 2 THE FOLLOWING COURSES AND DISTANCES' LOT 2B N75'01'10"W 117.34' TO A SET 1/2" REBAR; THENCE N71.15'34"W 239.68' TO A SET 1/2" REBAR A' 181,123 SO. FT. 9y TRAVERSE TO THE PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM (PAGIS) MONUMENTS NEARBY. THE POINT OF BEGINNING; THENCE N71'15'34"W jW_20, TO A FOUND PIN AT THE POINT OF 4.158 ACRES± CURVATURE OF A CURVE TO THE RIGHT WITH RA(,IUS 798.19% THENCE 48.21' ALONG THE CURVE FOR 'd ��RAILROAD RIGHT OF WAY UNE PROPERTY DIMENSIONS SHOWN IN PARENTHESIS ON THIS DRAWING ARE THE RECORD DIMENSIONS SURVEY DESCRIPTION FOR LOT 2B d'� r - - - - - -A CHORD BEARING AND DISTANCE OF N69'31'45"W 48.20' TO A FOUND PIN; THENCE LEAVING THE d' i/ FROM THE 1989 PLAT OF PICRON PORTS PARK N0.1. NORTH R.O.W. AND SOUTH LINE N18'41'15"E 387 8' ALONG THE WEST LINE OF LOT 2 TO A FOUNDOBPIN ON THE NORTH LINE OF LOT 2 AND THE SOUTH R.O.W. LINE OF THE LITTLE ROCK PORT THE EASTERLY 4.158 ACRES OF LOT 2, PICRON PORTS PARK N0. 1 IN PULASKI COUNTY, ARKANSAS,/ �FIELD WORK FOR THIS SURVEY WAS COMPLETED OCTOBER 11 THRU NOVEMBER 19, 1999. AUTHORITY RAILROAD; THENCE ALONG THE NORTH LINE OF LOT 2 AND THE SOUTH R.O.W. LINE 'KITH 357,02' OF FRONTAGE ON LINDSEY ROAD; MORE PARTICULARLY DESCRIBED AS FOLLOWS:442"E 398.38 TO A SET 1/2" REBAR; THENCE LEAVING THE SOUTH R.O.W. OF THE RAILROAD BEGINNING AT THE SOUTHEAST CORNER OF LOT 2 OF PICRON PORTS PARK NO. 1, A FOUND 1/2" / d NORTHEAST CORNER OF LOT 2B TO NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. St8.4,1'15"W 389.14 TO THE POINT OF BEGINNING; ENCLOSING 155,009 SQUARE FEET, OR 3.559 "REBAR ON THE NORTH RIGHT OF WAY (R.O.W.) LINE OF LINDSEY ROAD; THENCE N75'Ot'10"W 117.34' / POINT OF TERMINATION OF EASEMENT ACRES, MORE OR LESS. ALONG 1HE NORTH R.O.W. AND THE SOUTH LINE OF LOT 2 70 A SET 1/2" REBAR; THENCE /S88.30'47"E 37,50' / BURIED UTILITIES AND SUBSURFACE STRUCTURES WERE NEITHER RESEARCHED NOR LOCATED FOR THIS CONTINUING ALONG THE NORTH R.O.W. AND SOUTH LINE N71'15'34"W 239.68' TO A SET 1/2" REBAR; / / 5'43" / PROJECT AND ARE NOT SHOWN ON THIS DRAWING. McCLELLAND CONSULTING ENGINEERS MAKES NO ^ THENCE LEAVING THE NORTH R.O.W. AND SOUTH LINE N18'41'15"E 389.14' TO A SET 1/2" REBAR ON / R = 381•97' STATEMENT AS TO THE LOCATION NOR EXISTENCE OF ANY SUBSURFACE FEATURES, ANY .d' THE NORTH LINE OF LOT 2 AND THE SOUTH R.O.W. LINE OF THE LITTLE RACK PORT AUTHORITY / / T = 57.41' / ' CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT \PAGIS: CO CO RAILROAD; THENCE ALONG THE NORTH LINE OF LOT 2 AND THE SOUTH R.O.W. LINE THE FOLLOWING ' / q� L = 113.9T 1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. N 138,362,42' \ \� = to COURSES AND DISTANCES: S71'14'42"_ 233.68' TO A FOUND 1 2 REBAR; THENCE N18'38'28"E 10.10' / / / E 1, 49,063.88' \ F / / TO A FOUND 1/2" REBAR; THENCE ALONG A NON -TANGENT CURVE TO THE EAST, OPEN TO THE / / 4� / \� FLOOD INFORMATION: NO PART OF THIS SITE IS WITHIN A 100 YEAR SPECIAL FLOOD HAZARD AREA T3i�E PIN \ PAGIS: \ NORTH, WITH A RADIUS OF 955.37' AND LENGTH 269.25' FOR A CHORD BEARING AND DISTANCE OF / / (� / ' �� AS SHOWN ON A FEDERAL EMERGENCY MANAGEMENT AGENCY (FFMA) FLOOD INSURANCE RATE MAP \ IN 138345.56' \ S79'18'52"E 68. TO THE NORTHEAST CORNER OF LOT 2; THENCE LEAVING THE SOUTH R.O.W. / ry��j/O�PJ� / �O (FIRM) FOR THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS: E 1,249,109.04' O" / / / COMMUNITY PANEL NUMBER 050151 0013 E. DATED NOVEMBER 3. 1993. = 327'38" �/� (C/y� FD. PIN eV(0/\ \ OF THE RAILROAD ALONG THE EAST LINE OF LOT 2 529S2'22"W 367.20' TO A FOUND 1/2" REBAR; / �(i// �� / / ACCORDING TO THE SAME FIRM, FOURCHE BAYOU, ALONG THE EAST BOUNDARY OF THE SITE, DOES _ 6 R Sew THENCE CONTINUING ALONG THE EAST LINE OF LOT 2 S27'33'40"W 69,62' TO THE POINT OF / �,,``�f Q / R (03.94') 83j' �� \ a E \ \ (lV2f TBA\ j/yE \ BEGINNING, ENCLOSING 181,t23 SQUARE FEET, OR 4.158 ACRES, MORE OR LESS. // k �° / 'S't�'} // / o S LAY WITHIN A 100 YEAR FLOOD ZONE BELOW ELEVATION 249', AND McCLELLAND'S INITIAL SURVEY (N6 ?Q W \ 7g k a j/11 RESULTS INDICATE THAT MOST OF THE SITE LAYS BELOW ELEVATION 249'. A COPY OF THE ABOVE L244.11 ( 7BO?+ N7J.� 09,w) �\ // / �C' / of / 2 ��/ FIRM IS SHOWN AS DETAIL 'A' HEREON. w% \ Jr 34„w� \ ` q ' = 19'47'28• / /�% O / NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN, FIRE HYDRANT, SOUTH OF 3Sp2o 1$•UnG/jy\\\ \ R - 6.64' /// 0iA / 6 �� / ^ � _ ?I OF ANY PROPERTY CORNER MONUMENT. ROAD, 153' NORTHWEST fA L = 131.94' a O Q� pJ/ ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR ` p MENT \�� /5� 4.`�CC•• FP / a Lr)�'N It 1b POSIT ONAL ERROR IN URBAN SURVEYS OF 0.10 FEET. tz / 5 p Q I/ THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT "SOUTHWESTERN BELL CABLE ROUTE" PAGIS: \ ` /// spy y1� / ' r �> t UPON IT. N 138,233.05' \ , , // (O /�06 / E 1,249,440.6T \ /� 1 / / /Q / THIS SURVEY IS FOR THE USE AND BENEFIT OF PPP GROUP B. LLC AND DRAGO PARTNERS SET t/2" REBAR - `5p\` _ /// _ / ��'O �� \/' r�/ MITCHELLIN CARE OLAW FIRM g0 IN -- 425 W. _CAPITOL AVE \ \�E\17 0 SUITE 1800 \ 1S' •W) K (lNE-, // O "� / / / A, LITTLE ROCK, AR 72201 ASPHALTQ_ / �P PHONE 501-688-8800 Lo\� DRIVEWAY \ 239' 8 15 U /7\ �/// / .07 r T 3 as A // Ary/ EASE LINE OF EASEMENT TO �P CERTIFICATE OF OWNER \ j U� Ag ` // 21P/ / LOT 28 ANGLE POINT o/ N75'01'LO"W 0.55' QQQ- We, the undersigned, owners of the real estate shown and described herein, do hereby PAGIS: •3 �5� FD, 1/2" REBAR Q certify that we have laid off, platted and subdivided, and do hereby lay off, plat and N 138136.55 eQ O PAGIS: subdivide said real estate in accordance with this plat- 720 1 �� \N2r 30.f2. / T 1 1' REBAR w�� E 1249870.67 / 167.94 Signed, Rl 7$34• SET 1/2 REBAR ry ,�j ro^ry CH % OF A 60.6e, W - ry rO • FD. 1/2" REBAR, / ; Date of Execution (N7 1 j7 ?0 W POINT OF COMMENCEMENT/ Sqf, 34' �� FOR DESCRIPTIONS / Name PPP GROUP B. LLC 4$ � 044 � M (1r7 i 33) UTE" PAGIS: �, H. MAURICE MITCHELL. AGENT N 138106.22 \ "SOUTHWESTERN BELL CABLE ROE 1249838.46 / Address MITCHELL WILLIAMS SELIG GATES WOODYARD. PILLC V i 4` 1 T 425 W CAPITOL AVE SUITE 1800 LITTLE ROCK. AR 72201 3525 A �j ` l?o � \ \ LEGEND D Source of Title. - J`f P t' 13 SPECIAL WARRANTY DEEDS. NUMBERED 99-058963 THRU FOUND PROPERTY MARKER, TYPE AS NOTED 99-056975 INCLUSIVE RECORDED JULY 21 1999. SET 1/2" X 24" REBAR CERTIFICATE OF SURVEYING ACCURACY ZONE X - \`\ \ nPOWER POLE I, Richard A. Watson, hereby certify that this plat correctly represents a boundary - TPEDO TELEPHONE PEDESTAL � survey made by me and all monuments shown hereon actually exist and their location, T 13 ' IttRi ANISAS � 4, size, type and material are correctly shown. 01 4 mF- OVERHEAD ELECTRIC LINE Signed, AliTjy ZONE X4-113100 f�;' , D.,... L v j ._...-..._� a ee y a � :i •-�^�(yf.� ,__,___-+ � , Ee ?� , ,e _ ,F "' �•_•"• \II 'r-,eJAr •••...."•^ C� .-' •ichard A. Wat n Dote of Execution •r Registered Lan Surveyor No. 653, Arkansas WE R_ _ L O✓ECT Aevre ua s \ ` j CERTIFICATE OF ENGINEERING ACCURACY I, James E. McClelland, hereby certify that this plat correctly represents a plan made - I� by me, and that engineering requirements of the Little Rock Subdivision Rule. and FINL�� 1 j _ J Regulations have been complied with. r A ZONE A SI *r s s - l H T• - - Signed, / As Si n •' 4 THIS PROJECT ,i. :I /� `at- BY: sl DETAIL�f4a lr o .s E. McClelland Date of Execution l� SCALE 1 "-500'i 7 "� ( ��44t0� pp�, dq istered Engineer No. 3412, Arkansas DATE: GRAPHIC SCALE COPY OF PANEL '`_ j_ III/ �� (I _ . •�... osola, 0013E r' °° " ' ' �`-�_ �,` ` -.,• I sD D zs '° °° 200 McClelland LOTS 2A & 2B NOVEMBER 3, 1993 7 \\ / J C Mr MI A T /'1117' 1 ^-r el ( IN FEET ) 1 inch = 50 ft. VICINITY MAP SCALE 1"=2000'± COPY OF 7.5 W OUADRAN01 \99-5963\5963-S1.DWG