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HomeMy WebLinkAboutS-1313 Map 14Z c� 0 a a a J J z i a J a 2 J w a i ai 00 0 0 a 0 i 4z 2 a- 0 N 0 0 N N O DEED 93-85 N78.25-22-E 110.27' ELGOR INC-1 /-S84.17'18'E 132.48' // r-S63.39'45•E 132.48' N66.24'560E f°30'19•E 115.32' S45.59'28•E 200.00' S51.31'56•E 74.84' « a S71.37'22•E 103.78' t O 571.37'22•E 27.74' S65.27'500E 755.34 S87.30'14'E 100.21' PANTHER CREEK _C� �o J v 15 /o , FLOODPLAIN • 4,23.E 142.8a' S65.26'35•E 43.76' a± 14 O DEED 94-26656 —_� �,.Z�E Sib 3 S59• ERC PROPERTIES /NC 1111- 126' 28'27.E ZU-34, 16 1y 13 / �3\6A 1'-;; 17 7 o g0, 90' 44, \'•\ / _2$.e 104' 28' ' 25' ACCESS EASEMENT \22� 60 105�` \ -- g \ 95 • ---- 12 ° ar 9 h \ \�'� �_�- _ _� loOf ;� 11 �:� Zo, 106 104 1- 4 6 y • so \''p 25 -B(, 10 \\ '/� �0�� _ 99' �` \ ' 0 `p v 10 v a om . 43 4�' �`0 =- . TZ �— _ — 1 k/ _ d0 ` \ N \3a 107 - 2_ 5_BL- ►0 '' AOQ -�_^E' 136; �. • • / . n� 2 N \ 8� O 9 N -� �S „i' -'�- -�✓ -` i2� BLOCK 1 3 0 2$� �, •\ \ 108// 2' -5' -.. = i \ \ \ 6 eta g8� -� BENSBERG ADDITION 4e. 5 - _ 25fp~ 9 — . _ �i ' �\ .\ 5 , 72 4 ti - ` �, PLAT BOOK I PAGE 4I r2qlAINNATGE 4 BL. s \ ` \ S / 0 5 �_� 6, / +0 �s A, 34' 96' EASEMENT I 9 M 1104 O 6 - 9a'BLOCK 17 2 r' 1 \ \� \ ry 6 9q $L I \a0' 121 - 12096, BLOCK2\ \\ O7, o \ g \ 122 0 _ _ 118 96'20'ACCESS EASEMENT\ \ 7 / _ \�+ \ ` \ "` 155. 5\ �\ \` i�%, 80' -- 7T'- 7$ 258 N SIT �// 96, 112 `4%. 11 :n \ 16i' 9• �-- -- - — 116 96, by i t •\ �80, --��_ CBS, p •/ .4 24 9o' -�� BS, 115 0 113 ' 4' ASPHALT T in A IL 23 _ o 8\ 10 �~ N' �R •\ ♦\ .\ ig0, _ 22 N 21 `-" 20 =v 19 \90, �114 - BLOCK 5 „b COBBLESTONE PAVEMENT +20' too' 7T 77 18 \ 9 F \ i. \ 24 _ . 9 \ \ °' \ 20- ACCESS EASEMENT \ O \ / sj, /q3 \. N 89 89 89 1 _ _--� _ \ ' `SPHALT TRAIL 90, ' DEED 99 088759 a9 �ryo ,4 �, � ti CARLOS Al \r`�' 53' ea - o " `-� 10' DRAINAGE \ �(` 8 0 2 0 6g T EASEMENT 16 7 6 25 81' - a0' _ 801 80, — �0 26 -�_ `,yo \ N 7a� ----- ��. / �o sue, �R 15 2753,w ��a 8.. papa-E '�_ / / 25 110' 9 8S, 14 86, 80' ) (O 9 � / �/ - • di. 'h 8p• �Q�I(: _ ' . � • `ry0 2$• l� 85, 25' BL N 15 �: 1 �ti �p o 23 22 ep, -�' - — t3 %g• N1 \ 13 0 14 w _ 16 0 ; 28 pl ` % 24 - � �/ / 21 - 8p' � � _ g j// N 12 �11 7r 70' l \ 'i; \ s�.Sl 1Z -�- --42� = 20 = 1 75' 80, `'.• -�'•� / 12 eLrj, 9q, II 69' 1►] ' 6' yip 29� /0 '\ /' _____ 8p, PROP. P TS Ig 80 6a' �• '�- = 18 0 ' o\BLOCK 1 74' `1 LOCK 9 • 2 s1•\ ./ '� ��. 17 0 96' 10'DRANAGE �'• -��' 2 10 15. �� S. \ �� 115 88 -`_ �0: ZSO 16 o EASEMENT �'' • \ 3• 8 A'7\ 1 SEMREu ATGE� 95' 105 I , 8• 30 Blh 'l SiDEwALi( BLo 80' ����, _a gL _ ' 15 // /O9•-� '' �. pig Cl�' _ 3• 1T I o I� ?2 9q, �! �hh\/ 0 20 21 0 22 80` 8p, P'{�� ` /o/ 14(/�� '(R 5 is — - - 33 v ! % 19 53 T6 �// 23 8p'', \ 0 SOS, 59 83 \ / 104' a 19 25%1 I ►11' /0$, t25' 3� 8p. �� - 24 0 2S�gL 8 , j�,\ 13 A s y � CFS a3, 84 - BL K 14 / a\ _ b�L .- I I 8p, 25 �/ ` 9 %10 _0 9 m� ° 22 s 21 20 /s �\ �E --- -� i I 31 / 80, ��/ 26 0 27 PROP:?PAcls `�� �ti° 32 �`�' / 10' DRAINAGE --.._ ant o MONLI \ 2 .. _ @ 1 - 02• EASEMENT ` = i / 9 , y 75� 73�' �q; / /g \Oa, _ 95 I I _ 25 BL J� m� `�` 85' 54' 80, 8 28 s 12 2s 6 y\ �p0� �,. 62_ — 58,/ 18 9 , BLOCK 10 Fn 69� p Sg, / 29 \ o.\ �'L° J ;'w 8 S 10 DRAIN m /\, 10 117 ' _ \.s�• 17 �ry 6 O ASEMENT \ aai �(O SIDEWALK ~ , y \ \ \ -% 9°, �O � - • �$� \ 4 S 10 DRANAG / EASEMENT 30 :r'- �� j m' ' 101 \ I , i 'O • 9' \ a / <lr T 12 11 ��m/ SIDEWALK m 12 'ol ( — Zo , �� s\ 08 6 \ ' / /20, a 115, �, 22 \ 16 S0, 2 3 w/ m / 8 (NTR li ��9, \ \ 2 15 T �s+\ „ ' \s9, 31 cc 13o• D 1 5, j +20' 1 ,� o p' 23 20 \ s�. \ :\ 6! �`° 14 eo.''9. \°h �' 21, S90 '-fit �� ,�� i \\ ' 9 IAI I 1 7 N 14 �' N 4W in 1 19 9 DEED 95-27518 r• 1 BLOCK 13' 2 GENERAL NOTESI \OA \\5 s �� Q I10' Imo �- 24 0 gS, i B\ `` q8' 35' 88' • 1) LEE ANNE & ETAL C/SNEROS ti OWNERi I. ROCKET PROPERTIES. LLC . \ 6 m 15 ' l ry �/ �iy / ` \°O� \\ \ 12 0 1) a' a2 �. \ �R 4 �9fl� P.O. BOX 3157 m 8 \ Q 18 /- / LITTLE ROCK. AR.72203 o a \ \ \ \\5 y VELOPERiI10' 1 1�� 25 p_ oN' / 16' 6 \ `� \ I R°EONT ASSOCIATES �'° \05• , \\ 5 tD toy' / + o \ �. ��:._. _• �' 80; / 24 26 2. LINEAR FEET OF INTERNAL STREETS:29500 LF %. 3. AVERAGE SIZE OF LOT: 85'-90'x120' O'HASES 1, 2. 4, 9) ��\\ 7 \ \ ', �\ \ \\h O' - 1f N ! 17 m I \%\ - 1- p 23 75'x12O'(PHASES 3 IL 5) Bo'x120' (PHASE 7, 8,10, 12) aO , \\ 4 O' I ' Im I 26 Om+ CA I OD' I ? 15 :o P \ 8$• 7 i 5. 8L Q 22 O' / / / y� ?3 I \ \ : t NUMBER OF LOTS, 466 LOCK 12 _1 I IT 82 2 6 / / 5. APPLICABLE EXISTING COVENANTS: NONE FLOODPLABIl •N \ \ \ �� I 105' 112' ro 0 21 act / S. SOURCE OF WATER SUPPLY: LRMww �. \ \ 3 83� I 105' N rV 18 _ 20 / aA' 2 T. SOURCE OF WASTEWATER DISPOSAL: LRWWU ` \ \ \t?s. I I t71 %j, O Ig O Ixt 1 8. VARIANCES: ALLOW A REDUCTION N DESIGN STANDARDS FOR WOODLANDS TRAIL. a 6 eO \ \ 1°h q_ I 1m IUg 14 , / / / '15' 3 / WANE ADDITIONAL RIGHT-OF-WAY DEDICATION FOR WOODLANDS TRAIL. `�� -(! m 16 REQUEST VARIANCE FOR LOTS WITHOUT PUBLIC STREET FRONTAGE FOR THE FOLLOWING ,\ryh e°\! I w I 27 tO �++ 1 - m+3 / / . p / / LOTS 61-66, BLOCK 2 105 M ' / / / 16 4 N _ ' LOTS IOTIi 10% BLOCK 2 �� 5 \BO \ 2 spy sp'I I 1108' _ 105' I = _ _ �R ` / / j / i6' 5 A SIDEWALK /arc / LOTS II. �' - LOTS 24, BLOCK 14 O BO.\ — — . / / l' 6 WAIVER TO ALLOW SIDEWALKS TO MEANDER N AND OUT OF RIGHT-OF-WAY `� ���i \ \ 1 I a 107' N ' \OS `�T' , V / / /, 7 i QV / ALONG WOODLAND TRAIL. SIDEWALK WILL BE WITHIN COMMON AREA. / _, ( 59 88� 0' a7 N T WANE SIDEWALK REQUIREMENT ON MOSSY CREEK DRIVE BETWEEN 4 9 \ \ + _ WAIVE SIDEWALK REQUREMEWT ON FOXFIELD DRIVE BETWEEN w0oD5caTE DRIVE O1rK 1 A 2sX°' '' BB' � 1 / / O 15 �,' \\ \ 13 g AND HIDDEN POND LANE. 6 I j N I \ • \ 12 rn Il to 10 10 S. FLOODWAY / FLOODPLAM AS SHOWN 10'DRAINAGE y 1t 3 ! \BO\• I 125' -i'�+/I ' / • , 10. MUNICIPAL BOUNDARIES: OUTSIDE CORPORATE CITY LIMITS _ _ — — 80' 11. PHASING PLAN: AS SHOWN. EASEMENT 22i �` 0 �� ' �'\ \`\ 0' 80' 80' }[� �'as / 2 .4 12. TEMP.TUBRAROURDS TO BE CONSTRUCTED AT PHASE LIES WHERE THROUGH '. STREETS ARE SEVERED. LEGEND �• �' \ \ 2 \68oN o, 14 36' S\ `�-------------" '� g0, ' a �, S n K 9 �3 2 Broach Ll Nixon VICINITY MAP N.T.S. CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY c2. DAOF/EXECUTION M I r N A c INN. JoHms>o— REGISTERED LAND SURVEYOR NO. 134b ARKANSAS CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY all 1 d!_ DATE OF EXECUTION ARBUCKLE, SR. N0. PROFESSIONAL AILSAS u� E ROCK CERTIFICATE OF PRELIMINARY TRAIL PLAT APPROVAL ALL REOUIREMENTS OF THE LITTLE ROCK SUBDIVISION RILES AND REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL OF A PRELIMINARY PLAT HAVING BEEN FUFFLLED. APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT TO FURTHER PROVISION OF SAID RILES AND REGULATIONS THIS CERTIFICATE SHALL EXPIRE. DATE OF EXECUTION PLANNING ADMINISTRATOR OWNER OR DEVELOPER RON TYNE It ASSOCIATES V DATE OF EXECUTION � NX 5 SOURCE OF TITLE OOOP NAME 8332 WNDSOR VALLEY DRIVE NO. LITTLE ROCK, AR. 72116 ADDRESS D.R. 79 PAGE 12826 ,E S EASEMENT ZI ED Iz�Z PRELIMINARY PLAT FOR THE WOODLANDS 214 ACRES / 466 RESIDENTIAL LOTS AN ADDITION TO THE CITY OF LITTLE ROCK OWNER: ROCKET PROPERTIES, LLC. ' P.O. BOX 315T / m �96 _ .. - SO LITTLE ROCK. AR 72203 23 LOT NO �` �'�° 36' 13 tee` ," �" _ s5 — - (A 4 w_ � BRODIE CREEK SEWER MAIN �-33OO 83 SUBURBAN SEWER o`� 78 S0 —5 IMPROVEMENT DISTRICT NO.239 FAxa37s-3Ms BLOCK 5 BLOCK No ` 1 �/ '�•� j2 ;� 25 BL 8 p T 6 IPA' W-- T ` . : C DELTA=49 45 34 ��B ZD _ w - 120.00 N69 1137 W �M 0 / •. N -v BLOCK 12 - arter•sBurgess • R = 330A0' 3 . // , 11 In 9 - � $ . 4 PHASE LIVE ARC = 286.59' 'kig�: `O �. �AAO >v cHo1R�N7o• 02'47•w z7T.67 qs;� 10 - 69''►'4a Sg1 DEED 97-012546 BRODIE CREEK I a o °•° \ ogs •yl6 Carter & Burgess, Inc. 10809 Executive Center, Suite 204 s� s JACK & PATRICIA LASSITER Little Rock, Ar. 72211-6021 PHASE NO DEED 99/020/3 •' '•. a6 91 • i DELTA= 13 2926 Phone: (501) 223-0515 Fax: (501) 223-2470 \ a • TR B TI1= No mT Au An wall � ELGOR INC. •—•• R = 340.30' JUNE 4 2001 N88.11'21•w .4 BRODIE CREEK W �i AIN / DELTA=63.31'08• 0.20' No9.09'4T•w ARC = 80.12' ' SUBURBAN SEWS s7 3's7•w 90.35' R = 330•11' DEED 2000046459 DEED 97-a5668 CHORD=STO.44'o2•W 79.94' REVISED JUNE 27, 2001 SHEET 1 OF 2 CHAT/SHALE TRALS IMPROVEMENT DISTRICT NO. 239 CHORD=NTO'51'55•W 34 SN' ROBERT SHERRIE HICKS RICHARD & CAROL SATRE REVISED FEB. 08, 2002 CITY FILE: P FILE NO. 01-5350 Copyright 0 2001 by Carter & Burgess, Inc