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Home My WebLink AboutS-0024-CC Map 3.A 1. o_ CERTIFICATE OF SURVEYING ACCURACY C RTIF AT OF Garrett Glen Lots 32?34 0 C E OWNER 0 J Part of the SEi/4 SE1/4, Section 30, T-2-N, R-13-W, Pulaski County, JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL Arkansas, more particularly described as follows: Beginning at the This Project F Huntleigh dr. PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, D0 southwest corner of Lot 35, Garrett Glen Addition to the City of SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, Little Rock,; thence N69'13'00 E along the south line of said MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY Lot 35, 131.83 ft. to the southeast corner of said Lot 35, being • w 9 also a point on the west right-of-way line of Huntleigh Court; ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL 7 - thence southeasterly olong said west right-of-way following the arc SURVEYINGREQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANI;E4VILA of a 245.28 ft. radius curve to the left, having a chord bearing ROCK SUBDIVISION RULES AND REGULATIONS (! and distance of S36said west E.right-of-way 134.96 ay thence ft; thence and ckenh p�. Hinson Rd. HAVE BEEN COMPLIED WITH. continuing along said west right-of-way 108.86 ft; thence am S3T20'08"W, 125.25 ft., thence N49'21'40"W, 90.14 ft.; thence Be N46'59'47'W, 105.74 ft.; thence N35'27'31"W, 118.29 ft. to the _ DATE OF EXECUTION A.S. ROSEN & ASSOC. southwest corner of said Lot 35, being the point of beginning a1 az containing 0.78 acres more or less. O J DATE OF EXECUTION JOE D. WHITE D.R. 621 PAGE 233 T REGISTERED LAND SURVEYOR ADDRESS ° NO. 534, ARKANSAS INSTRUMENT NO. o a Garrett Glen Lot 68 - 71 0 z CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL Part of the SE1/4, SE1/4, Section 30, T-27N, R-1-W, Pulaski County Arkansas; more particularly described et follows: Commencing at \ / \ \ T \ / ^ A the south east corner of Lot 45 Garrett Glen .addition to the city V I IY I\�// I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION of Little Rock, being a point on the North right-of-way line THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE Westport Loop Street; thence N82'31'15"E along said right-of-way PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN 5.70 ft; thence ST05'31"E, 50.00 ft. to a point on the South ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY right-of-way line said Westport Loop Street; thence the point of ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY continuing along said south right-of-way 35.12 ft, to the p beginning; thence ST30'28"E, 85.03 ft.; thence S79'21'24"E, HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID 73.19 ft.; S50'27'07'E, 168.72 ft.; thence S39'14'l1"W, 134.27 ft. ,�("'�"""'�. �+ RULES AND REGULATIONS. to a point on the East right-of-way line Huntleigh Court; thence `1.`�`Cll�� r' /1r�'�,, t t o f ti. p17 �f continuing along said nght-of-way following the arc of 597.96 ft. ;w �'.r A A+ radius curve the right having a chord bearing and distance of i �• ; 3�s/9 i C DATE OF EXECUTION TIMOTHY E. DATERS N5059'15"W, 19.79 ft.; thence N5725'22"W along said s 1(ielSB��niz,' REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING East right-of-way 190.45 ft.; thence continuing along said east right-of-way p;� S 4 ENGINEER N0. 5033, ARKANSAS COMM SSION following the arc a 195.37 ft. radius curve to the right having a - '*1 ; chord bearing and distance of N2834'17"W, EN 161.46 ft.; thence continuing along said East right-of-way ' e " co t1, CERTIFICATE OF RECORDING �r P10.5033 F r following the arc of a 25.00 ft. radius curve to the right having <J O3. a chord bearing and distance of N39'00'59"E for 34.12 ft. to a %. j �Yj. �r,�>' �'� F>is ,point on the South right-of-way line said Westport Loop Str(eet; "�°gr:ri•r THIS DOOU NT, NUMBE •r� FILED thence continuing along said South right-of-way line N823634"E, Area Lots 32-34 = 33808 sq ft. RECORD 19 IN PLAT BOOK. 94.66 ft. to the point of beginning containing 1.04 acres more or - 78 -Acres PAGE less i P.O.B. N 161190.06 E 1182291.0 r. Area Lots 68-71 = 45317 sq ft. pu , 1.04 Acres GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN - - ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. rJ 3. LOTS WITH ROUNDED CORNERS ARE �/ N82'31 '15„E MEASURED TO A POINT OF INTERSECTION 5 BOOK E. PG 466 5:70ft OF LOT LINES AND NOT POINTS ON A N 161403.10 4. DISTANCES SHOWN ALONG CURVES ARE R25.00' COMMENCEMENT E 1182592.99 CHORD DISTANCES. N 161402.36 CDN3900 59 E \\� E 1182587.34 5. RADII AT INTERSECTIONS OF STREET ° � " \ ST P S07'5�31"E RIGHTS OF WAY ARE 25' I d v I P,O.B. �50.00ft 6. ERROR OF CLOSURE LOTS 32-34: 1: 20047 LC34.12 �, \ \\ \ \ 1 ERROR OF CLOSURE LOTS 68-71: 1: 480,500 R 19 5.3 7' \ \ N 11 256.9, E 1182564.34 ° N 161353.48 CDN28°34' 17"W \ E 161336157 s N8730'34"E g4.66ft E 1182599.16 LC161.46' „6.F,7ft � S82.31'15*W w 35.12ft N 161310.0 � E 1182449. 1 Nis cr m R245.28' r o00 CDS36°38'57" Eo68 .. o LD134.96' \ N 61264.61 P 1182575.45 �r \\ 90'30' 1\ S79.27,3• N 161251.09 30 \ . ) 1 t f 9� E 1182647.38 BOOK E, PG 466 \ °' 1 easement v, ` 1�1 N 161236.84 Atli/�� o� E 1182414.26 81 Y � � � \ r' \ •�sff SSa Y •` \\ SOX � Off/ \ OQ� \ ' 0� GAP �os�\ \ s 1 t. 4 FFGGgF ��f\\ 70 88 N 161168.26 �Va `� v� cScp \ E 1182526.23 2f�\ s• \ F F - 471.0 P�`S�� o,�` N 161143.66 N 161128.56 j 90' 12' 18" %s \ E 1182777.48 4-�SO'X6"' E 1182494.82 \� 00 CIO \�/71 33 90' 2' 39 Cr rn N 161093.71 \ FF-472.0 �� 1: 90 %i 9U 12'44 E 1182359.63 �/� \ bOO O\ 86f� � O(•\\ 6AQ� �� P G A R A GE2.3 11858132 FF 473.5 1f �� N 161052.12 1g ,�S]��/ ,�`` E 1182677.17 %ff N 161039.66 cb 32 P� , 41 ` ' E 1182692.55 6 43A8,31 FF-475.5 h N 161021.59 \!w ��' J 9 k R579 96 E 1182436.96 y o '. CDN50.59 15 W LC19.79ft GRAPHIC SCALE ' �sr N 160962.88 E 1182505.36 •9 0 6, F"LQT OF LOTS 32-34 o 68-7 0 AN AMMON TO THE COTY OF U U U LE FROCR, ARKANN)`AS PART OF THE SE O D49 SC V4, S'ECTWN 30 1 13 V V 111yiL T2E- 11/ k T ( A Rf � Aofv.L!/ (11A 11 J t 29 Z V LLr o 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING Q 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 RNa " Al P L T As Si reed RYI- DATE: '/ .