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Home My WebLink AboutS-1161 Map 3� = 10'53'38" R = 468.00' T = 44.63' L = 88.98' (N18-25'06"E PAGIS) N 16'47' 44"E 88.85' (CHORD) � = 17'02'45" R = 468,00' T = 70.13' L = 139.23' N 13'43' 11 "E 138.72' (CHORD) - FOUND 1/2" REBAR 1.47' NORTH CONCRETE CONCRETE WALL 0 = 06'09'07" R = 468.00' T = 25.15' L = 50.25' N 08'16' 2 2 "E 50.23' (CHORD) I 2 O m I ' `�1 5 EXISTING R-O-W � = 07'31'38" R = 20.00' T = 1.32' L = 2.63' NO1'26'00"E 2.63' (CHORD) EXISTING R-O-W 0 = 102'01'09" R = 20.00' T = 24.71' L = 35.61' N38'55'38"W 31.09' (CHORD) � t C.Y� \66'5 ESMT 233•• F / 25' FOOT / \ 97 084421 CERTIFICATE OF OWNER WE, TH UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HERE CERTIFY THAT HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY F PAT ND DIVIDE SAID REAL ESTATE IN, ACCp RDANCE WITH THIS PLAT. LITTLE ROCK MUNICIPAL WATER WORKS DATE EXECUTION 221 EAST CAPITAL P.O. BOX 1789 LITTLE ROCK, ARKANSAS 72203 SOURCE OF RECORD: DOCUMENT 86-74578 PLAT BOOK C-058 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. DATE OF EXECUTION REGISTERED PROFESSIONAL ENGINEER NO. 4686 WILLIAM E. RUCK CERTIFICATE OF SURVEYING ACCURACY 1, WILLIAM E. RUCK, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDAR SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITHH •Dec 17 7 997 l /l�rA,,, /� 14, DATE OF EXECUTION REGISTERED LAND SURVEYOR NO. 908 WILLIAM E. RUCK ERROR OF CLOSURE : RADIAL SURVEY CERTIFICATE OF FINAL APPROVAL PERSUANT 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 1S HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGUL TIONS. / w \ DATE OF EXECUTION ON1997 � �P PLANNING BUILDING l w I I \ VICINITY MAP CERTIFICATE OF RECOROINL9 1 0844�1-fi. SETBACK z � I I THISrC;GCUMENT NUMaEk FILED FOR RECORD -) , IN PLAT BOOK QN I I \ SCALE 1 ' = 2000 -1 PAGE � FOR BILL OF ASSURANCE SEE DOCUMENT NO. co / / ow it �� RACK . Il N l I I 24" RCP TO \ pREF CIRCUIT CLERK w w / II BE RELOCATED (�pp l/ / / u:2 [--- -- -�-_- I BY OWNER OF R •• rin (� SI OC [ONT a •• ' ° �p _�" ► �I If K.l ! r� ✓ as J ""` .p a +� t' � � 2 i ip aUj V) o -II I LOT 2 a oa I I �� np v� CqFp r7 w m m I I I my �0F rF LAND DESCRIPTION N89'56'13"VJ 7 I I I �� [ppQwq Y A TRACT OF LAND BEING ALL OF TRACT "C" MARKHAM COMMERCIAL SUBDIVISION, AND A PART J 35UBUILDING .IBA - __ �� J OF THE SE 1/4 OF THE NW 1/4 SECTION 4, TOWNSHIP 1 NORTH, RANGE 13 WEST, PULASKI ,r - - - COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: i 124" RCP 24" RCP I�SETBAGK \ \ \ \ I1 FINISH FLOOR BEGINNING AT THE SOUTHEAST CORNER OF SAID TRACT "C" AT A CHISELED "X" ON THE NORTH ELEIV. = 401.54 LOT C2 \ RIGHT-OF-WAY LINE OF WEST MARKHAM STREET; THENCE N89'56'13"W ALONG SAID 6 P- - x I 0.67 ACRES �'� RIGHT-OF-WAY 392.81 FEET TO THE EAST RIGHT-OF-WAY OF BOWMAN ROAD; THENCE ALONG A EXISTING 29016 S.F.\ CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 102'01'09" WITH A RADIUS OF 20.00 FEET, 1-STORY AND A CHORD BEARING AND DISTANCE OF N38'55'38"W 31.09 FEET; THENCE ALONG A CURVE TO ROCK & FRAME � � THE RIGHT HAVING A CENTRAL ANGLE OF 07'31'38', WITH A RADIUS OF 20.00 FEET, AND A PUMP STA. y16 C'I CHORD BEARING AND DISTANCE OF N01'26'00"E 2.63 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 17'02'45", WITH A RADIUS OF 468.00 FEET, AND A CHORD T al BEARING AND DISTANCE OF N13'43'11"E 138.72 FEET; THENCE S66'52'33"E 412.52 FEET TO THE I0T a ONCRETE ENTERGY GUY CABLE � � � � POINT OF BEGINNING; SAID TRACT OF LAND CONTAINING 0.78 ACRES (34,155 S.F.). MORE OR 0 1 AORF-� �-+ x RAIN rnl EASEMENT \ LESS. 83 -5 F.-S/W w 0L-------------------- - \ 4j2s ��----------------------------------� ASPHALT M o 5 z \ PARK G o - N v >- W I NOMa QUfD C T 4 10' m W w w \\ v z FOUND 330.39' n w 2 -- -- -- -- -- POINT OF BEGINNING 4 50.25 3 N89'S613 W 1/2- REBAR ----_---- -S/W -- / UND --------------- -- - -- -- -- - CHISELED X' i•. -----__________--_- 392---_-----_ - all SOUTHEAST CORNER w --------- TRACT "C" a -- �r--- ----- CONCRETE 5' DEDICATION FOR RIGHT-OF-WAY --- - - - - - - NEW R-O-W-------- ------ --------- 0 = 95'08'01" \ C. 1. - --- -- - -- R = 20.00' T = 21.88' L = 33.21' N42'22'12"W 29.52' (CHORD) 2'x2' ROCK COLUMN (TYP) /1// Si A� lip ARKAN,SAS� REGISTERED PROFESSIONAL ENGINEER e No.4686 ¢}/ �-s9bf EARI;i/�� THE FLOOD INSURANCE RATE MAP PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, COMMUNITY PANEL NUMBER O 050181 0006 E AND DATED NOVEMBER 3, 1993, SHOWS ALL OF THE PROPERTY BELOW THE 100-YEAR FLOOD, AND THAT THE SITE HAS A ZONE AE (399.00) CLASSIFICATION " AREAS DETERMINED TO BE INSIDE 100-YEAR FLOOD PLAIN". CERTIFICATION OF SURVEY I, William E. Ruck, Arkansas Registered Land Surveyor No. 908, hereby certify that a survey crew of Garver+ Garver, P.A., under my direction has performed a survey of the property described hereon, and that this plot is an accurate portrayal of the survey results. �j,4,0. 7 e- 97 William E. Ruck Date 1 WEST MARKHAM ST. (80' R/W) PAGIS NO. NORTHING EASTING BEARING 1 153600.22 1190152.49 S65'15'12"E 2 153432.88 1190515.54 N8818'51"W 3 153442.60 1190185.29 N88'18'51 "W 4 153444.08 1190135.06 N40'44'50"W (CHORD) 5 153466.44 1190115.79 N09'S3'43"E (CHORD) 6 153515.92 1190124.42 S88'18'51 "E 7 153514.07 1190187.39 LEGEND: 0 FOUND 1/2" REBAR SET 1/2" REBAR SCALE: 1" = 20' 20 10 0 20 40 60 7-� I NOTES: 1. BASIS OF BEARINGS IS THE NORTH LINE OF TRACT "C" TAKEN FROM MEHLBURGER TANNER ROBINSON & ASSOCIATES FINAL PLAT OF TRACTS "B" & "C", MARKHAM COMMERCIAL SUBDIVISION DATED 10-30-86. 2. THE PROPERTY MAY BE SUBJECT TO EASEMENTS, COVENANTS, RESTRICTIONS, AND OTHER ENCUMBRANCES THAT MAY BE REVEALED BY A THOROUGH TITLE RESEARCH. 3. COORDINATES SHOWN ARE BASED ON THE ARKANSAS STATE PLANE COORDINATE SYSTEM. NORTH ZONE, NAD 83, AS DETERMINED FROM PAGIS MONUMENT 2054. 4. THE 30' ACCESS EASEMENT IS AN AREA WHICH WILL BE KEPT FREE AND CLEAR OF ALL OBSTACLES, WHICH COULD INTERFERE WITH ACCESS BY A MOBILE CRANE. NO CURB OR OTHER IMPROVEMENTS SHALL STAND HIGHER THAN 6" ABOVE THE SURROUNDING FINISHED SURFACE IN THIS AREA. 1 11 PLC � g 1,, •. '' y , O REVISED PAGIS COORDINATES FROM RECORDED PLAT DATED 12-2-97, PLAT BOOK F, PAGE 59, NO. REVISIONS I BY APPR. DA LITTLE ROCK MUNICIPAL WATER WORKS AN AMENDED REPLAT OF TRACT C AND ADJOINING PROPERTY MARKHAM COMMERCIAL SUBDIVISION LITTLE ROCK, ARKANSAS 1 DESIGNED BY: WER DRAWN BY: LRB CHECKED Y: WER DATE: 12-01-97 Garver+Garver Engineers and Planners Little Rock, Arkansas Dl.l1LL 1 20' NU. Vtl NV. 97-1332