The URL can be used to link to this page

Home My WebLink AboutS-0717-H Map 1CURVE DATA — — w Zi 50 0 50 100 scale feet 1 "=50' SOUTH LOOP TAYLOR LOOP CREEK 0100 = 29V CIS t I 1 i (A) R = 213.52' PAGIS MONUMENT T = 29.42' 2090-47 /�, = 15141' 18" CHORD BEARING = N 660 27' 39" W NE Comer -- -- ------------- SE 1/4, NE 1/4 I — -- -- -- S2, T2N, R14W N H atherbra�e ubdivision ' N i d- N / / N e 2 Exis ing) Wn ) SERVICE I O EX 28X28C PA '0 1 N � , B, SERVICE -- tag /- SERVICE N `Source of Title: 94-22178/ R-2— /� N 00 - ..-- - N N MORGAN i I �) w \ / \ al KHAN r South Loop Split z TaylorLoop Creek/ / HEATHERBRAE PHASE 3 LEGAL DESCRIPTION ; Q100 = 1315 / ELIZABETH GRAY, T S AF / / / \ / Commencing at the NE comer of the SE Y4, NE 1/4 of Section 24, T2N, R14W, City of Little Rock Pulaski County, Arkansas; thence North 89 degrees 05 minutes 52 seconds West JONES �� \ ty, 9 5 / / @• V 1/04 CLARK along the North line of said SE'/4, NE'/4 for a distance of 340,19' to the NW comer of / / a / Heatherbrae Subdivision, Phase 2; thence continue North 89 degrees 05 mutes S 01 37' 28" W (n / 5 ,•( �— / ° / — \ \ 52 seconds West along said North line 19.0 to 9minutes the Point of Beginning; thence North ' 28" E ° zn N N 1 941'41 E HASLER \ `— 01 degree 37 minutes 28 seconds East 396.32'; thence North 59 degrees 22 minutes - - - 96.3 15 i 50.00' / /VA DRAINAGE" /• , � $ ° � m � 3. 2° � � \ 32 seconds West 50.0 ;thence North 75 degrees 52 minutes 18 seconds West 261.44 ; EASEMENT ' N 15°4 1 ^ / / N ,51 / ti� y .\\ o O thence South 01 degree 43 minutes 43 seconds West 481.20' to the SW comer of the I t a h°j 't�`1 I --_ / ` \\ LLW ' NE Y4 of Section 24 T2N, R14W thence South 02 degrees 07 minutes I / F ° u z E /s of the NE /4, g � 66°27'39" ° d `rj' \ �> 41 seconds West 540.67'; thence North 87 degrees 37 minutes 14 seconds East 219.34'; 9L tv 8 $ w I ° 58 28' H c', \\moo ? HOWARD thence North 18 degrees 29 minutes 46 seconds East 81.61 % thence North 54 degrees N 57 minutes 13 seconds East 114.70 ; thence North 41 degrees 24 minutes 08 seconds QQ _ Jrn West 76.21 ; thence North 22 degrees 51 minutes 10 seconds East 115.26' to a found iron i 3 i�� 6 d '# 19 14 pin on the South ROW line of Glen Valley Drive and a curve to the left (said curve having a C5 ,---�� i• LL ' LL �� ry°�A, �" \— u a `D& 9 9 ); g J J central angle of 15 degrees 41 minutes 18 seconds and a radius of 213.52' thence along w �, o � o _ _ � \ � �� ' ��- the arc of said curve to a found iron pin (said curve having a chord bearing of North a o $I / - • , — — — 2W BBLDG une — _ v, / o ° F - -- 66 degrees 27 minutes 39 seconds West and a length of 58.28'); thence North 15 degrees z N u I EO E COLLINS — — — — `* —— — — \ -- - ---- �- BlDO Llne 1 41 minutes 41 seconds East 50.0 to a found iron pin on the North ROW line of said Glen o r & nn'uss / 3m 46 Rna Valley Drive; thence continue North 15 degrees 41 minutes 41 seconds East 153.92' to a a g fi I / ✓ a - • _ o -- — f _� ® Doint oil toe North line of the SE '/4, NE ', s of Section 4, T2N, R14W, said point being the a %% — _ 15" — N� NW corner of Heatherbrae Subdivision, Phase 2; thence North 89 degrees 05 minutes N / 18• — — - — — I — 30 R-2 22 seconds West along said North line of said SE %, NE % for a distance of 19.0' to the 18" C - EATHERBRA T. 24' — — — — - L _ _a m _ I 1 m Point of Beginning, containing 6.55 acres more or less and subject to a 26 wide sewer HEAT ERB E CT - 105' N easement as depicted on this plat. /IDS�s GARY HOWELL � " b & SUSAN 'J W 10 h / I e 3 J-_ N W � � �/• 1 DRAINAGE 5, BLAG no FA4aAEtrf I ai I _ Q -� ' BLDG 'na— \ A� ® e°o� Q F Ai / —� '8 / to o° 67 p / 4A 1 1 i VJ 10 1D'DRAINAGE n : 4 CIVIL N 2 I y 1 I Q Q o ACCESS EASEMENT IN c�CD v 7 01 w WILMAR R. �y DENu NO2 C o0 E CV I •rev c� �: t �� 16 BUFFER -AREA �-�- — � / / y+ — _ — — - — —R BLDG. LINE _ I� 4g4/t�ASEty",d a i N 01 4 43 �• + 20' DRAINAGE R DEDI T1oN 85 " 1 75 Bpi �, u.l 1S BUFFER AREA - \ ° 01 43 43 W \\- \ 75 75' — — — 75' I i 481,21)' ° \ 75 20'DRAINAGEROWDEDICATION DRAINAGE DA.=382AC 40' DRAINAGE EXISTING ` i EASEMENT E 15° 20'SEWEREASEMENT i — �LANDSCAPEBUFFER 1� / S 02°07'41' W — _ _ 540.6T �' ° 20' E & SEWER EASEMENT rO / PA IS 2090_4� j CNIcfl f \�_ , _. _ / SW CORNER _ _ _ _ _ _. _ _ G f f 1.5' LANDSCAPE BUFFER _I -2 � 77,-Nn/4-�I _- -- - ti �I /�W�� 1 i _ ►r• ^ n/ � cb� � � T 2�N I RN 4-y� � �— — -- -- ----- --� � � _ --p N t N�t / N 90 �N M / o THEREON D. HIRS R-2 101, 5 1 � -2 R To confluence w/South Loop ry � � � c� ry�� /' / & KATHRYN �� ORYN THEREON D. HIRSCHEIDER R Taylor Loop Creek ��j SHIRLEY DYER I \ / DARRELL L. HORSEY N �cb I i cV N I GENERAL NOTES ryODD �M ICJ• 1. All building lines are a minimum of 25 fkA from property lines CITY OF LITTLE ROCK rob unless otherwise noted. Preliminary Plat I CERTIFICATE OF PRELIMINARY 2. All easements shown to be used for utities and/or drainage and /°SAE SURVEYING ACCURACY are to be 10 feet in width unless indicatel otherwise. Phase South Loop �/ S �—� P .� — Taylor Loop Creek CERTIFICATE OF PRELIMINARY �i� A R H A N S A I s 3. All lots having curved boundary lines an measured using chord 4100 = 4215 cfs PLAT APPROVAL 1 +`�* �'` CERTIFICATE OF PRELIMINARY distances.Heatherbrae Subdivision i I, William R. Gipson hereby certify that this 1q� R E C ! 53 E BE b ; ENGINEERING ACCURACY plat correctly represents a boundary survey made 4. Minimum floor elevations denoted for lo5 were derived from \ \ P R 0 E E S S 10 IN A L , t5T�4A, or verified by me that all surveying requirements Firm Panel No. 050181 002 E, dated Nlvember 3, 1993. R�1e1lEER - Part of the SE 1/4, NE 1/4, Section 24 All requirements of the Little Rock Subdivision 4 srA1�o1 . of the State of Arkansas and City of Little Rock * * * + f, William L. Dean ,hereby ARKANSAS Subdivision Rules and Regulations have been 5. Ground contours interpolated from gridsurvey. Elevation source, Rules and Regulations relative to the preparation �a !y No.4418 14 certifythat this plat correctly represents N0. 117k 1 g Township 2 North Range 14 West and submittal to a preliminary fat having been 0e P P ? complied With and a copy of said boundary has PAGIS 2090, Elevation 315.08' NGVD 19. p g P ry P 1 .> � ` 0 �/ J fulfilled, approval of this plat is hereby granted, "� 6 ,Jena<<� a plat made by me, and that engineering requirements of the Little Rock Subdivision sr been duly filed for record in the offices of the 6. Fkwdplain line is for predevelopn-entcmd lions as determined subject to further provisions of said rules and es and Regulations have been complied 'tr State Surveyor and the Pulaski County Circuit from 1993 FIRM eevatons. Part of the E 1 /2, NE 1/4, NE 1/4, Section 24 Rules regulations. This certificate shall expire Rug t7�" • • ' ,i Clerk on , 20_,in Township 2 North, Range 14 West a 7. Open channel ditch improvements and stormwater detention facilities __ Signed, A,t�." Plat Book Page will be provided by Heatherbrae Property Owners Municipal ........�• -9 Date Improvement District o. o the Ay o e Drawn By; J. Dreher Approved By: W.L. Dean Signed, — �h—`��------- — - ��l%� �l ¢'�•� 8. Source of water supply: Little Rock Water Works Checked By W.L. Dean Revised : February 20, 2001 Date of Execution Name, Registered Date Of Execution Name 9. Means of wastewater disposal: LdtleFock Wastewater Utility Date of Execution Name._Engineer Registered Professional Owner or Record : Woodhaven Development Company, 8721 Warden Road, Sherwood, AR L.R. Planning No. 4418 , Arkansas Land Surveyor Title Source:93-16016 Commission No. 1170 Arkansas T= r s� -;7 1. - 9