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HomeMy WebLinkAboutZ-6760-A Map 8�Q) O POINT OF COMMENCEMENT ~ FD. AHTD RIGHT OF WAY MARKER p BRASS CAP IN CONCRETE 19.86 Q I 7 "6(H' 20.0L= 31.28' . N47*34'11"E TL I 28.19' I r � 71.92' i 51.1' WEST 8th STREET RECORD 60' R.O.W. X87'37'40E _9.8E 1621 W. 8th STREET 0 o. LOT CURRENTLY TO BE REZONI W Cv O ofz 79.92' N87'37'40"W 263.45' 131.61' S N00\104 cP w1TN826 ACRES LINE BETWEEN FAUST'S AND EDMONSON'S SUBDIVISIONS -- 15184' 303.68' S R�S�BO���S�ON MON PONESi AREP �SN�N o0 08 CR 20.09' R = 20.00' 0 L = 31.51' CH. 542'29'50"E 28.35' ED. AHTD RIGHT OF WAY MARKER BRASS CAP IN CONCRETE S8737'40"E 58.81 '^ o if 1 0 0 0 O U w I F ---I I FD, CUT X IN CONCRETE La N o �M N I in z Z FD. CUT X IN CONCRETE i -J e N87'37'54"W 304.59' MARYLAND AVENUE RECORD 60' R.O. W. N87'37'54'W 363.00' ED. 1" IRON PIPE, BENT S8737'40"E 0.21' FROM CORNER I FD. REBAR BENEATH CONCRETE WALK S8628'1 9 *E FD. 100.D. PIPE - 0.89' SOUTH OF LINE 58.35' P\QF \R� 3 N a ici N I to O 3 N �4 0O Alpe PROPERTY DESCRIPTION A TRACT CONSISTING OF BLOCK 1 OF FAUST'S ADDITION TO THE CITY OF LITTLE ROCK AS RECORDED IN DEED RECORD BOOK M2, PAGE 639 AND DATED JUNE 15, 1871, AND A PART OF EDMONSON'S RESUBDIVISION OF FRACTIONAL BLOCK 1 OF MARSHALL AND WOLFE'S ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS AS RECORDED IN PLAT BOOK 4, PAGE 11 AND FILED JANUARY 29, 1940, THIS TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF BLOCK 1 OF FAUST'S ADDITION, A FOUND AHTD BRASS RIGHT OF WAY MARKER, THENCE 587'37'40"E 19.86' ALONG THE NORTH LINE OF BLOCK 1 TO THE POINT OF BEGINNING, A SET 1/2" REBAR; THENCE CONTINUING ALONG THE NORTH LINE 587'37'40"E 263.45' TO A SET 1/2" REBAR AT THE POINT OF CURVATURE (PC) OF A 20.00' RADIUS TANGENT CURVE TO THE RIGHT, SAID PC BEING N87'37'40"W 20.09' FROM THE NORTHEAST CORNER OF BLOCK 1; THENCE LEAVING THE NORTH LINE 31.51' ALONG THE CURVE FOR A CHORD BEARING AND DISTANCE OF S42'29'50"E 28.35' TO A SET 1/2" IRON ROD AT THE POINT OF TANGENCY (PT) ON THE EAST LINE OF BLOCK 1; THENCE ALONG THE EAST LINE 502'38'00"W 98.99' TO A FOUND CUT X IN CONCRETE AT THE EAST CORNER COMMON TO FAUST'S AND EDMONSON'S SUBDIVISIONS; THENCE LEAVING FAUST'S ADDITION ALONG THE EAST LINE OF EDMONSON'S SUBDIVISION 502'29'43"W 57.01' TO A POINT WHICH LAYS N87'37'40"W 0.21' FROM A FOUND 1" IRON PIPE; THENCE LEAVING THE EAST LINE N87'37'40"W 303.95' TO A SET 1/2" REBAR ON THE WEST LINE OF EDMONSON'S SUBDIVISION; THENCE ALONG THE WEST LINES OF EDMONSON'S AND FAUST'S SUBDIVISIONS NO2'46'02"E 156.23' TO A SET 1/2" REBAR AT THE PC OF A 20.00' RADIUS TANGENT CURVE TO THE RIGHT, SAID PC BEING 502'46'02"W 19.86' FROM THE NORTHWEST CORNER OF BLOCK 1 OF, FAUST'S ADDITION; THENCE LEAVING THE WEST LINE OF FAUST'S ADDITION 31.28' ALONG THE CURVE FOR A CHORD BEARING AND DISTANCE OF N47'34'11"E 28.19' TO THE PT AND THE POINT OF BEGINNING, ENCLOSING 35,976 SQUARE FEET IN FAUST'S ADDITION AND 17,320 SQUARE FEET IN EDMONSON'S RESUBDIVISION, OR ALTOGETHER 35,976 SQUARE FEET, OR 1.224 ACRES, MORE OR LESS. SURVEYOR'S NOTES: HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE BASED ON THE PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM (PAGIS) CONTROL POINT #2020 LOCATED ABOUT ONE QUARTER MILE WEST OF THE PROJECT. PLANIMETRIC DETAILS SHOWN ON THIS DRAWING WERE PROVIDED BY THE CLIENT AND HAVE NOT BEEN FIELD VERIFIED BY McCLELLAND CONSULTING ENGINEERS. THE PLANIMETRIC DATA WAS COMPILED FROM AERIAL DATA BY TIM TYLER SURVEYING AND MAPPING OF GREENBRIER, ARKANSAS. COMPILATION SCALE 1"=50' DATE OF PHOTOGRAPHY 3-9-98. McCLELLAND'S FIELD WORK FOR THIS SURVEY WAS COMPLETED SEPTEMBER 28 AND 29, 1999. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. e BURIED UTILITIES AND SUBSURFACE STRUCTURES WERE NEITHER RESEARCHED NOR LOCATED FOR THIS PROJECT AND ARE NOT SHOWN ON THIS DRAWING, McCLELLAND CONSULTING ENGINEERS MAKES NO STATEMENT AS TO THE LOCATION NOR EXISTENCE OF ANY SUBSURFACE FEATURES. ANY CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT 1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION FLOOD INFORMATION: FLOOD INFORMATION WAS NOT RESEARCHED FOR THIS PROJECT. NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN, OF ANY PROPERTY CORNER MONUMENT. ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE SHOWN ON THE DRAWING, BUT NO STATEMENT IS MADE AS TO THE COMPLETENESS OF THE EASEMENTS SHOWN. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE, SOURCE OF TITLE: DEEDS AND PLATS RELATING TO THIS PROPERTY, AS RECORDED WITH THE PULASKI COUNTY CIRCUIT CLERK'S OFFICE: FAUST'S ADDITION TO THE CITY OF LITTLE ROCK; DEED RECORD BOOK M2, PAGE 639, RECORDED JUNE 15, 1871, EDMONSON'S RESUBDIVISION OF FRACTIONAL BLOCK 1, MARSHALL AND WOLFE'S ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; PLAT BOOK 4, PAGE 11, RECORDED JANUARY 29, 1940, DIMENSIONS SHOWN IN PARENTHESIS ON THIS PLAT ARE PER THESE RECORD DESCRIPTIONS FOR THE PROPERTY. - - - THIS SURVEY IS FOR THE USE AND BENEFIT OF ARKANSAS CHILDREN'S HOSPITA ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR POSITIONAL ERROR IN URBAN SURVEYS OF 0.10 FEET. THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT UPON IT. DECLARATION: I HEREBY DECLARE THAT THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY SUPERVISION, THAT ALL VISIBLE ENCROACHMENTS ARE SHOWN, AND THAT THE CORNERS WERE FOUND OR SET, AS SHOWN, TO THE BEST OF MY KNOWLEDGE AND ABILITY. THIS SURVEY 15 MADE FOR THE PRESENT OWNERS OF THE PROPERTY AND ALSO THOSE WHO PURCHASE, MORTGAGE, OR GUARANTEE THE TITLE THERETO, WITHIN ONE YEAR FROM THE DATE HEREON, AND AS TO THEM I WARRANT ACCURACY OF SAID PLAT. /I �f�ICHARD A. WATSON DATTEE PROFESSIONAL LAND SURVEYOR ARKANSAS OUMBER 653 E' j16TE OF a P ARKANSAS e NO 653, ; Q LA,�`! • GRAPHIC SCALE =� L 10 20 40 BO ( IN FEET ) 1 inch = 20 Pt. t t ARKANSAS CHILDREN'S HOSPITAL \99- 5964\5964- S1. D WG