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HomeMy WebLinkAboutS-0722-L Map 12 O P.O.B. 0 `CENTER LINE N `S87956'31"E 115.04' j EASEMENT s. CHORD --� S42'46'53' E-344T ' R=25.0' w I z J c� I Z 9 IOD N I 4 I M W N I � to 0 z I II PAGIS MARKER O 534-014 N-148,939.68 E-1 ,188,922.13 LOT A 15' EASEMENT N87'56'37"W 139.96' 1 BLOCK 2 CHERRY CREEK BK D PAGE 306 NE CORNER E1/2, W1/2, NW1/4, NW1/4 SECTION 9, T-1-N, R-13-W ANIS ROAD O L�- �� S87'56'31"E 120.63' ® O CHORD CHORD 408'03"E _ 35.36' — ---- — --- -I�I R=25.0' I W> w zNT I Q imnZJ I M O O (o 00 t!) I 00 L6 � O 4 cD ICN 3 W LOT B I m 3 a o N N L0 0 In W 0 Z I o z U 60' 15' EASEMENT_ I —�1 — 30 0 30 90 a I Scale 1" = 30 ft O6 I P. 0 B. � �10 N87e56'37" W 143.97' I I 22 I BLOCK 1 CHERRY CREEK I I I I BK D PAGE 306 I I I BOUNDARY PAGIS i POINT # NORTH EAST 1 149,293.72 1,188,934,01 2 149,563.37 1,188,943 17 3 149,559.23 1,189,058.14 4 149,533.59 1,189,081.87 5 149,288.69 1,189,073.88 6 149,286.55 1,189,133.84 7 149,531 .28 1,189,141.83 8 149,555.33 1 ,189,1 67.74 9 149,551 .00 1,189,288.30 10 149,281 .36 1,189,277.66 GENERAL NOTES: 1. IRON PINS WERE SET AT ALL LOT CORNERS (1\2" REBAR) 2. ALL EASEMENTS SHOWN--: - ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 4. DISTANCES SHOWN ALONG CURVES ARE CHORDS. 5. RADII AT INTERSECTIONS OF STREET RIGHTS OF WAY ARE 25' 6. ERROR OF CLOSURE: LOT A = 0.11/10000 LOT B = 0.76/10000 KANIS ROAD I CITY LIMITS LINE 5.4 VICINITY MAP THIS PLAT CERTIFICATE OF OWNER CERTIFICATE OF SURVEYING ACCURACY I, JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO r SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY C"w f, ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. ROCK SUBDIVISION RULES AND REGULAT NS HAVE PEEN ,COMPLIED W H. DATE OF EXECUTION DATE OF EXECUTION JOE D. WHITE D.R. PAGE REGISTERED LAND SURVEYOR ADDRESS NO. 534, ARKANSAS INSTRUMENT NO. CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUBDIVISION PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY HAVE BEEN COMPLIED WITH. ACCEPTED. THIS CERTIFICATE IS HEREBY — EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER PILED FOR RECORD , 19 IN PLAT BOOK PAGE _ . AbDFOIDA-)AL EASEmEx-r RL-�LIIRLL BY AP �'L. Legal Description Lot 'A' Block 2 Cherry Creek A Tract of land located In the E 1/2, W 1/2, NW 1/4. NW 1/4, Section 9, T-1-N, R-13-W, I`Oaskl County, Arkansas, more partinulorty described as: Beginning of .the Northwest corner of_ Lot 1, Block 2, Cherry Creek, to Addition to the Clay of Uifle Rock, Arkansas, said corner lying on the West line of the E 1/2. W 1/2, NW 1/4, NW 1/4. sold Section 9; thence NI'S6'44 E along sold West line, 269.80 ft. to a point on the South right-of-way line of Kanis Road; thence S8756'31'E along said South right-of- way line, 115.04 ft. to a point on the West right-of-way line of Cherry Brook Drive; thence Souihoosterly along said West rlght-ot- way line, being the arc of 0 25 ft. radius curve to the right, having a chord bearing and distance of S42'46'53'E, 34.94 ft.; thence S1'52'06'W, and continuing along sold West right-of-way line, 254.03 ft. to a polni on the North line of said Lot 1, Block 2, Cherry Creek Addition; thence N8756'37*W along said North line, 139.96 ft. to the point of beginning, containing 0.8627 Acre more or less. Legal Description Lot 'B' Block 1 - Cherry Creek A Tract of land located In the E 1/2, W 1/2, NW 1/4. NW 1/4. Section 9, T-1-N, R-13-W, Pulaski County, Arkansas, more particularly described as: Beginning at the Northeast comer of Lot 22. Blo_k -1, Cnc,ry Creek, on Addition to the City of Little Rock, Arkansas; thence N8T56'3TW along the North line of said Lot 22. Block 1, 143.97 ft. to a point on the East right -of -.ay line of Cherry Brook Drive; thence N1'52'06'E along said East right-of-way line, 244.86 It.; thence Northeasterly and continuing along said East right-of-way line, being the arc of a 25 ft. radius curve to the right, having a chord bearing and dlstonce of N4T08'03'E, 35.36 ft. to a point on the South rghj-of-.ay line of Kanis Road; thence S8T56'31"E along sold South right-of-way line, 120.63 ft. to a point on the East line of the E 1/2. W 1/2, NW 1/4, NW 1/4; thence S715'30"W along said East line, 269.85 if. to the point of beginning, containing 0.8940 Acre more or less. WWO , j Easement Approved --- s=.asement Required — -- tlate z® 8y Plat of Lot B, Block 1 & Lot A, Block 2 LI I..E 0,Co MUNICIPAL 1 s 'L-P, FORKS PLANS APPROVED `l —� EASEMENT APPROVED _. EAS DAT BY �� L�1'NO ADDITIONAL EASEMENTS REQUIRED ❑ ADDITIONAL cASEfl9ENT5 ARE REQUIRED A S N B CHERRY CREEK An Addition to the City of Little Rock, Arkansas Part of the E1/2, W1/2, NW1/4, NW1/4 Section 9, T-1—N, R-13—W Little Rock, Pulaski County, Arkansas © WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201