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HomeMy WebLinkAboutS-0717-H Map 3W Z o e U) A 4 50 0 60 100 scale feet 1 "=50' SOUTH LOOP TAYLOR LOOP CREEK Q100 = 29p0 cfs 1 I i CURVE DATA �A R=213.52' PAGIS MONUMENT T = 29.42' 2090-47 L = 1 So 41' 18" CHORD BEARING = N 66° 27' 39" W NE Comer — — — — _ _ _ BE 1/4, NE 1/4 S2, T2N, R14W � ` — — — — — — — — — — — — - — — — - CN N Reatherb a ubdivision N CD CNI \ EA w,x �e 24EA ing} \ WN , ' SERVICE / O E)LMn TPA o 1 N / / S,6ERYICE �e tag a — ' sEmncE N � I Source of Title: 94-22178/-----_. 2e8 "O� I \ ` \R-2 GLENNco — /,. to N00 00 CN N 00 MORGAN — _ \ GLN AT ° T. i CI KHAN r am N South Loo_p Som - z LLj Taylor-L* p Creek Q100 = 1316 cfs � ELIZABETH GRAY, T S �_� / %/ / / \ HEATHERBRAE PHASE 3 LEGAL DESCRIPTION F,PS/ /AU•' / / O/ / �\ / Commencing at the NE comer of the SE %, NE'V4 of Section 24, T2N, R14W, City of Little a S01 37'28"W 0 LL E a a. / P n. z U u EO E COLLIN$ o & 'LISS 88. 015 ppo�i . i ----- Rip z 0S eu z ern h� -/ ' °RA'�,lairl i $ It 4A I d j 18T e a N 01 4 43 201 DRAINAGE DED TION _ f ' ° 1 f r N 000 JONES \ / / CV Rock, Pulaski County, Arkansas; thence North 89 degrees 05 minutes 52 seconds West N CL ARK I along the North line of said SE %, NE '% for a distance of 340.19' to the NW comer of Heatherbrae Subdivision, Phase 2; thence continue North 89 degrees 05 minutes \\ eM \ 52 seconds West along said North line 19.0' to the Point of Beginning; thence North 28" E 96 3 a N 1 °41'41 E /' HASLER 01 degree 37 minutes 28 seconds East 396.32; thence North 59 degrees 22 minutes N 15 N 153 2 50.00, / / / \\ 32 seconds West 50.0 ; thence North 75 degrees 52 minutes 18 seconds West 261.44; °q 4f" / °57'r "' / y'` ti , \\ o Cr 00 \ thence South 01 degree 43 minutes 43 seconds West 481.20' to the SW comer of the �U z E % of the NE %, NE % of Section 24, T2N, R14W; thence South 02 degrees 07 minutes i g v, / �N 66°27'39" ° „ `��\ �o 41 seconds West 540.67'; thence North 87 degrees 37 minutes 14 seconds East 219.34'; t `o ° 58.28' `�' \\� 3 ? HOWARD thence North 18 degrees 29 minutes 46 seconds East 81.61 ; thence North 54 degrees •`•� N - - I \ o m N 67 minutes 13 seconds East 114.70'; thence North 41 degrees 24 minutes 08 seconds LL rn West 76.21 ; thence North 22 degrees 51 minutes 10 seconds East 115.26' to a found iron pin on the South ROW line of Glen Valley Drive and a curve to the left (said curve having a c J ; LL ^V� 'f8� vo D central angle of 15 degrees 41 minutes 18 seconds and a radius of 213.57); thence along 2s' BLDG Line o - ° / �� _c�` cfg the arc of said curve to a found Iron pin (said curve having a chord bearing of, -North / 66 degrees 27 minutes 39 seconds West and a length of 56.28'); thence North 15 degrees DO Line 1 ° F 41 minutes 41 seconds East 50.9 to a found iron pin on the North ROW line of said Glen 45 P.PN \ . -- O Valley Drive; thence continue North 15 degrees 41 minutes 41 seconds East 153.92' to a _ 3 point on the North line of the SE %, NE % of Section 24, T2N, R14W, said point being the _ _ _ � NW comer of Heatherbrae Subdivision, Phase 2; thence North 89 degrees 05 minutes EATHERBRA T. 24' — � — — — - _ _ — 3p� R'2 22 seconds West alongsaid North line of said SE %, NE % for a distance of 19.0' to the -- — — - — - m i — r m Point of Beginning, containing 6.55 acres more or lass and subject to a 25' wide sewer HEAT ERB E CT N GARY HOWELLeasement as depicted on this plat. $ & SUSAN HAll m I — — — — — — 1 4 •��.P�� 0 F A1/ 0% W \� •. 1 1 1 `� 10 o \ I; DR to �yg R-2 I civlL N': 1 I 8 0 � �. W WI R. HARDING ; r- DESIGN, INC � iE o I % �, & No MA F. ; y No. 102 o e REAR BLDG L E 04 I © g 0vk ��""• 15BUFF — — — — -L — — I Cr) oyEt�%•••• _ R BLDG. LINE 7S 15 BUFFER AREA — — — — — — I — — — — — \� 01 ° 43' 43" W eo W 75 75, — 7s — 481.20' 75 20' DRAWAGE ROW DEDICATION v DRAINAGE DA = 382 AC 4V DRAINAGE 20P SEWER EAS NG — — — _ — IAtA4CAPE WBl1FFER - — y S 02°07'41" W 540.67' r` r SPA IS 209 R I —� —� — — — — — — — 27 6 SEWER EABEMENi co PA/11.5LANDSCAPEBUFFER J 1V CV�O ^ ry -2 /4 S ION 24 I 2-N, R-14- c I THEREON D. HIRS R-2 / To confluence w/ South Loop ry Wh RYN R-2 ry ry ry N ; Taylor Loop Creek I 'y �Cp THEREON D. HIRSCHEIDER 101, &KA HRYN�� p^ SHIRLEY DYER DARRELL L. HORSEY ry N �Qj � I ry ry 1 ry GENERAL NO -ES / CITY OF LITTLE ROCK ry ry Cv^ N ry�` c w ��^ ��' unless otherwise rated. (�« i. ARbuRcing6rnesare aminimum of2feEtfrom property lines Preliminary Plat CERTIFICATE OF PRELIMINARY rob / / 2. Ail easements shown to be used forumdes and/or drainage and rd/�•• SURVEYING ACCURACY / 11 1 ^ � 10 l �O 4 are to be 10 feet in width unless Inolkated otherwise - SURVEYING o� ����� r �. Phase 3 South Loop �/�s1 0 � � /oo t�;s Taylor Loop Creek CERTIFICATE OF PRELIMINARY ` A B K A N A S -' 3. All lots having curved boundary lines are measured using chard Q100 = 4215 cis PLAT APPROVAL. CERTIFICATE OF PRELIMINARY vQ PlF (�-� h l 1 I, Willem R. GipsoR hereby certify that this distances. • REGISTERED A ENGINEERING ACCURACY (,f i`f Heatherbrae Subdivision \ 1 S plat correctly represents a boundary survey made 9 4. Minimum floor elevations denoted fo• lots were derived from l�ROF ENGINEER or � �C )6 N G 1 ti E E $ 1� or verified by me that all surveying requirements 3• ��vl � dZ+ ��r ��-�- < '+�- Firm Panel No. 050181 002 E, dated November 3, 19g3. All requirements of the Little Rock Subdivision \ * Ar a 1) I Willem L. Dean hereby srA78OF of the State of Arkansas and City of Little Rock P.A.a�ry ��` '' 1 j; y �� . Part of the SE 1/4, NE 1/4, Section 24 Rules and Regulations relative to the preparation No.4418 Q� certify that this plat correctly represents 70 Subdivision Rules and Regulations have been 5. Ground contours nterpolated from grid survey. Elevation source, and submittal to a preliminary plat having been <<�AM L p ���) a plat made by me, engineering complied with and a copy of said boundary has `f %�° '� ( ° PAGIS 2090, Elevation 315.W NGVD 29. Township 2 North, Range 14 West fulfilled, approval of this plat is hereby granted, ,„ and that en Ineerin requirements of the Little Rock Subdivision been duly filed for record in the offices of the / subject to further provisions of said rules and Rules and Regulations have been complied State Surveyor and the Pulaski County Circuit 5' (� ° O, � I° �` 6. from 1 93 line is for pre development and0ons as determined NE y �, i <-¢� s<: from 19�i FIRM elevations. Part of the E Township1/2 North 1/4, an e /14 West Section 24 regulations. This certificate shall expire Clerk on , 20_,in �� � 0 ' ► " .� Plat Book Page 7 7. Open channel ditch improvements and stormwater detention FaaTi6es o g Signed, ,,w ag will be provided by Heatherbrae Property Owners Municipal Date Signed, Date of Execution Name, L.R. Planning Commission G �O `K- I r r Ad` - b I >'7 ' Improvement District tk No. 5 of the City of U Rode Drawn By: J. Dreher Approved By: W.L. Dean j °� %U l j---Q /� �I 8. Source of water suppty: Little Rock Wfter Works Checked By W.L. Dean Revised: February 20, 2001 Date of Execution Name, Registered Engineer Date of Execution Name 9. Means of wastewater disposal: Uttia Rock Wastewater Utility Registered SueedrvyProfessional owner Source: Wo Da rewpmerd company, 8721 Warden Road, Sherwood, AR No. 4418 ,Arkansas L No. 1170 Arkansas - 7i7 _4