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HomeMy WebLinkAboutS-1758 Map 2NorthWeSt Golner Legal Description a o I n a e o e o w lle ern r o ange u a l oun SE 4 NW 4 Sec.33 Street Improvements more fully described as follows: Commencing at the Southeast comer of the Northwest Quarter of the Southwest Quarter of said Section 34 and run thence 14'x 2'x 8' T-Z N, R-i4-W 1) Half Street improvements along Walnut Grove Road will be constructed N88°10'14"1V along the north line of said NW 'X SW Y4 a distance of 100.73 feet to a point on the proposed south right of way of Kanis Road, being 45' from Subdivision Sign .^ at the time required. Prior to the final approval of Phase VI1 the centedine thereof, said point being the point of beginning of property herein described. thence N88°10'14"W along the north line of the NW '/. SW '/. a SCOTT & RENE PROCTOR "' \ distance of 366.62 feet to a #4 rebar on the north line of property described in Special Warranty Deed Instrument #2002128292, Pulaski County, Arkansas 8 MASTERS C!R W \ 2) Half street improvements along Kanis. Road will be constructed with thence S27°42'30"W along the north line of said property (instf#20022128292) a distance of266.50 feet to a #4 rebar cap #1281; thence N88 2644"W along -UTTLE ROCKAR 72212 % corresponding phases along Kanis Road. (Phases 1, ll, Vl1). Al! the north line of said roe Instr#20022128292 a distance of 1, 021.56 feet to a #4 rebar cap #1281; thence S2°41'12"W akin the north line of said Pa 3R0330000500 P P rty ( ) P 9 Zoning R-2 � improvements will be completed prior to the final platting of the next to property (Instf#20022128292) a distance of 741.91 feet to a #4 rebar cap #1281; thence N87°5735"W along the north line of said property R 1 '„ \ , the last phase to be developed (lnstr#20022128292) a distance of 317.96 feet to a #4 rebar cap #1281, thence N44°3024"W along the north line of said property (lnstr#20022128292) a 1 Iron Pip P) 3 14j distance of 984.30 feet to a #4 rebar cap #1281; thence N87°39'03"W along the north line of said properly (Mstt#20022128292 ) a distance of 1,320.30 feet to ......... .... on �rr� R r (F) N.•159588.d9 a #4 rebar cap #1281 on the west line the Southwest Quarter of the Southeast Quarter of said Section 33; thence N2°16'02 E along the west line of said SW ,> • • • • • • • • • • • • • • • 3 ;- � � E:1158605.5111� \ '/. SE a distance of 325.00 feet to a Bolt at the southwest comer of the Northwest Quarter of the Southeast Quarter of said Section 33; thence N201602 E 3 along the west line of said NW'/. SE'/, a distance of 1,307.18 feet to a stone pile at the Northwest comer thereof, thence N87°4527"W along the south line Vicinity Map 1"= 2000' 42 •Away 5 --\ �_ of the Southeast Quarter of the Northwest Quarter of said Section 33 a distance of 998.80 feet to a #4 rebar at the southeast comer of the West Half the '' � Gr w � \ Southwest Quarter of the Southeast Quarter of the Northwest Quarter of said Section 33, thence North 85005250 West a distance of217.72 feet to the _ • • : ; : \ \, \ 41 L3�j ---\_F i4 NW ` proposed west right of way of Walnut Grove Road being 65' overall, 60 feet both sides of the centerline; thence the following courses along the proposed b 40 ) - Section 33 west right of way of said Walnut Grove Road. North 11 °54'53" West 35.08 feet, North 27°56'18" West 80.49 feet, North 40°13'39" West 4286 feet, North ° " ° •: • • • ' • • ": L3j-,, "• � � \ � �(/ -14-W 44°13'S3' West 36.47 feet, North 49°4521" West 346.76 feet, North 49°08'S1"Was t 360.83 feet, North 49 4758 West 133.01 feet, North 52 1T18" West TN RO •' • ' . 44 � � 39 �' r � _ 82.22 feet to the start of a curve to the right thence 18592 feet along the arc of said curve, having a Radius of 100.00 feet and a chord distance of 160.27 .F 38 \ sue' , `� Additional 15' RIW feet, to a point on the proposed south right of way line of Kanis Road, • thence following courses along the proposed south right of way line of Kanis Road, 4�54 37 being 45'south and parallel with the center line thereof. North 54 °14 05" East 1 f 1.06 feet, North 57° 10'41"East 56.07 feet North 65°47'03" East a distance of � Along Kanis Road 50.79 feet, North 7803133" East 44.54 feet, South 88 46'16" East 38.58 feet, South 77°54 00" East 50.65 feet, South 73°2647" East 97.15, South 73°20'11" E \\� East 192.26, South 73 2255" East 140.42 feet, S72 2840"E, 46243 feet,- S65°0T26 , 307.91 feet; S67 4345"E, 317.97 feet S65°03'15"E, 510.52 feet, 46 - �' �_ ` �S2 S65°53'18"E 264.93 feet; S67 2727"E, 161.34 feet, S67°52'f0"E, 318.68 feet °05'13 E, 162.80 feet 165.35 feet S68°42'44"E 167.46 feet R' htaf , - Way for walnut Grove p � \ 34 S6701226"E, 169.61 feet, S67 2755"E, 261.26 feet; S64029400E, 148.23 feet, S62 24'17 E, 314.74 feet,- S62 32'080E, 395.87 feet; S60604551E, 392.13 feet,• S60044'120E, 649.79 feet, S5603049 E, 221.90 feet,- S50 3122E 175.41 feet,- S48058'07 E, 100.95 to the point of beginning, containing 150.8 acres more `roomy 47 r t Q h or less. J 48 �� 33 \ Subject to Wooded Bufierzone as described in Special Warranty Deed Instrument #1999099475, Pulaski County, Arkansas: That portion of the above ` described real property located within one hundred (100) feet of the right of way of Kanis Road is wooded bufferzone. Other than three road/dnveway THESEUS HOLDINGS L \ \ connections being allowed to be constructed through the wooded buffer zone for access to the above described real property, no owner of all or any portion Po BOx251602 r 49 ��\` of the above described real property may construct any buildings, structures or other improvements within the wooded buffer zone, cut any trees, plant or other LITTLE ROCK) 72225-i6o2 \,, 1 \ rat vegetative growth within the wooded buffer zone, or Modify by grading or otherwise the existing contour of the wooded bufferzone. Parcel # 53R03300W 02 50 Zoning R 2 31 1 Legend \ Flood Note: q 51 I I 32 I', 30 28 ��� \ \\\ BSL Building Setback Line �)),%. \\���-� EST Utility and Drainage Easement ryas'a Bygraphic plotting only, this propertyrs pparhallym L y �� , \ ty 9 aiE Zone AEoftheFloodlnsuranceRate Ma Community266 III IIII'II f \\� szp POB Point of Beginning Panel No. 05119CO295G dated July 6, 2015. L \ 30 BSL f \, Pages Mon 2102- \ - i I \\ \ SIN- -- --� f 28 - - - Fence LI0 TIC "I&WER CORP L2' --- - - - ,N R 25"W 117 Roar 7°- - ��� II i 26 ? S EL ice 9O 33000170�i 4 �,202 _- \ (1 ? RB Cap 14fi 26"W 99B.81' Shone r e , / 25 ` -4 tip Q�nrng R-2 LN 24 23 R-14- 0 •• � � �� P,,:1u8S0524 � � ........... E.1159888:14 \\� 7` qm N = \ tso s2o\ 0 CERTIFICATEOFPRELIMINARYSURVEY/NGACCURACY \ Q N 22_ j \ o ESSLE ENTERPRISES / TO PTNShiP 52 21 /, Curtis M Na/ley Jr HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR 1 i9f2 KROC A S221 F1 0 \ B7 \ \ SE L1TTL�ROCKAR722f1 20 VERIFIED BY ME THAT ALL SURVEYING REQUIREMENTS OF THE STATE OFARKANSAS AND CITY LITTLE ROCK Parcel# 53RO33000M70 SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED ITN ; c ric'© rrrr Do,--# 2007016935 53 \ `�, "I , . ...�� s s '� Toning R-2 154 �� 19 Curtis M Nalley Jr e :'sTn�sPs �• r. �' PartGreenwby4 o' 55 ,� 18 V ef�o DATE 9-23-15 PROFESSIONAL SURVEYOR ^Ro f 56 NO. 1546, ARKANSAS 9 's aE n � • . r " 17 �tiE-LTIC TIMBER CORP O SIGNA a ? i / s• \ \ Pt_) BOX CERTIFICATEOFPREL/MINARYENG/NEER/NGACCURACY ®M� eh^.N4:° yJ` ` 1 f l jI I5<' \��� 16 J j/0 ELOORADO1731-7200 �aO,o` \ \ 15 j Parcel#,53R03.30001700 7 jj 1, Phillip Lewis, HEREBY CERTIFY THATTHi PLAT CORRECTLY REPRESENTS A PLATMADEBY Me AND THAT � � � i06 ,n5 � 104 iO3 i t 5e � \\ !/ 0 14 d ENGINEERING REQUIREMENTS OF THE l LE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN 102 0 \, �\ COMP/LED WITH. 8u 13 - � \ - �E OF AUjy 1It \ \ a , Phillip Le ` P3. '► a/ " \pP J 101! j 61 i \ f� 2 ,. a a" ? Q c l j 1,60 159 158 157 _ _ \ DATE 9-23-15 PROFES NA ENGINEER 'p A '4 c - N 15E' 1Cr0 NO. 9540 A KANSAS w : P ilLLIP LEMS o c '� �12 % �r %• \ \ 6<' �r� L� ' ENGINEERING,!NC.: j \ ' 10 \ CERTIFICATE OF OWNER e LgL a L� No.566 o J13 i 1 116. - ? 164 =n5 f86 f54 \\ \\ g 6 64 \ We the undersigned owners the real estate shown and described herein do hereby a ,t * pJ �� q S o 114 j 168 �1 \� 96 65 / Parcel Line Table Line# Length Direction L59 167.46 S68'42'44E L60 169.61 S67'12'261E L61 261.26 S67°2755E L62 146.23 S64'29'40'E L63 314-74 S62'24'17"E L64 395.87 S62' 32' 08 E' L65 392.13 S600 04' 55 E L66 649.32 S60' 44' 12 E L74 221.90 S66' 30'49 E L72 175.41 S50" 31'22 E L73 700.95 S46' M' 01 E L24 35.08 Nil'S4'53"W L25 80.49 N27' 58' 18"W L26 42.86 N40'11'25W L27 36.47 N44'13'53"W L28 346.76 N49'45'22W L29 360.83 N49'08'51-W N %,,1 "KANSP N _ S,� / 9 0 8 certify that we have lard off pl d and subdivid and do hereby lay off plat and w ✓ - -- _ ti f \ j 5 fy s 115 1 2f5 16n 1 ! S6 7 \ subdivide said real es in rdanca with tfie rthin tat. ®. p is� 216 2i4 21= �V j Q gm p "'' i j f.170 93 - J / 'r \ 14'x2'x8' lip A ' \ 149 \ ✓ E Subdivision Sin Basis of Bearing 2t, A 171 V �• 9 9 Date of Execution- Wayne hie \\ / / t 217 `?8 2f9 �, ��\ ba 148�\ ���\\ 90 \ Pulaski Area Geographic 117 l� 0 it i72 / 147 ! a Source of Title. Instrument No. 1999-99475,1999-081522, 2000-039305 i / . ���- �20 211 ,9 \ 146 89 8F 5 0 \ PagesInfomtion System 118 \� i74 145 \\\\. B7 j 70 \t i PagisA2pnument2J02 122 2 `' 176 143 J 85 1 71 OWNER: Wayne Richie 119 1223 207 f77 142 so 3\ Unleashed Innovations, Inc. Bnit F 1 -1 i23 224 20s 205 v 1T6 179 14� f40 \ 83 �0���h� l V�� �� f �� - 17200 Chenal Parkway Suite 300351 Southwest Co er 120 204 2 Little Rock, AR 72223 NW%SENSec. 33 124 225 22s 203 180�f81 /38 32 81 % f i !r \\ r 14x Ga , . T-2-N, R-14-W , ry 4 White 5 227 " p1 \\ 182 i3? BO / i f '- 1 9 /// Subdivision ff LINOBERGHAVE - - - 4 RBFC 22B 183 7 13E '� i �� N8B° 10' 14"W BARRE VT 05641 o Detention Area f26 \ 229 200 ~ 184 ° 79 i 0` i . ti Paicet#5.3VTOW0600 i9S a \ 78 3:46' PLAT NOTES Zoning R 2 ry 127 '\ 230 �� lath •7i f3„ • ., � '-' ,r a 128 231 198 \ / f 4 SUBDIVIDER: Wayne Richie ; _ �.` >.96 \ / ! 7 s ' #4 Robe (F) P.O.B. �. W Waste Water 129 2.32 t9, � .� �\ 3v? � � 76 ry N Package Treatment 130 233� 196 �� �� `\ �\ / >\ i 7, �� - N957143.79 Unleashed Innovations, Inc. ` ' 67 17200 Chanel Parkway Suite 300-351 l " Plant 131 z C 1� 19 188 265 ` p _ - E:1163720.�.3 Greenwa 1 2 1e4 3 f Greenway 1 Pavilion s Southeast Corner Little Rock, AR 72223 { y 1 235 .MW /s Sw 1114 Sec.34 CERTIFICATEOFPREL/M/NARYPLATAPPROVAL Nb. J_q'03"W 1320.30' #4 Reber F av1 \ 37 238 r 192 191 % #4Beb$r(F) \ N38°26'44" 10&' SarvnBate N'11�5)2004T T- N, R 14 W I Cap #>281 + EE N:156974.34 ) ( \\�\\ Gap#1281 ReTiar KEI' ALL REQUIREMENTS OF THE LITTLE ROCKSUBDIVISION RULES AND REGULATIONS RELATIVE TO THE PREPARATION I E:1159823..57 /// T -2 N -- Cap #1281 239 1 , 263 \ _. Parcwi A, 4R00400001 \Ca1 #1281 �,- 20 PPROVAL OF THIS PLAT /S / FREBY GRANTED l �.. John & Sharon Bale 243 \ � 240 Doc# 2002f2tr292 \ roposed I AND SUBMITTAL TO A PRELIMINARY PLAT HAVE BEEN FULFILLED, A 13101 GHENAL PKWY \ Access Road to 244 TT v 262 Pa rs Mon SUBJECT TO FURTHER PROVISIONS OF SAID RULES AND REGULATIONS. THIS CERTIFICATE SHALL EXPIRE Treatment Plant LITTLE ROCKAR 72211- A� 241 Zinn t 2 , 9 7�a, Parcel 254R0040000100 A 45 242 ' 1 - Cot 17ac Zoning R-2 ria 2400- \ \ 261 Greenwa \� SW Y BW 3t \ DATE Zoning R 2 7j7 2Q7 r \ \' ! _ y \,Section - - R/W Nature Trail myy I �} c0 \ ' \\ 8.0 1 6.0 1 6.0 1 8.0 1 ° 24v .. i ^ _ ayam: DATE DONNA DAMES Plat LITTLE ROCK PLANNING COMMISSION' °j a' `59 Mores DetenO PA Paw , Building setback lines for larger lots: Front setback 30 io Bike Lane 11.0 11.0 Bike Lane - Area 251 258 \\ Building setback lines for smaller lots: Front setback 25' CERTIFICATE OF FINAL APPROVAL o \ t J + v side and rear setbacks to comply with the zoning for Pursuant of the Pulaski County Subdivision and Development Code, this document o I ,SG �t 257 Ar' R-1, Single Family. was given approval by the Pulaski County Planning Board. All of the conditions of N 2 S %. SE a / \ � ' A large site storm water pollution prevention plan is approval having been completed, this document is hereby accepted and this certification executed under the authority of said code. Date of Execution/Name (signature) Pulaski County Planning & Development Director CURRENTZON/NG: Southwest Comer LINEAR FEET OF INTERNAL STREET = 14,835 SW/. SE'. Sec. AVERAGE LOT SIZE LARGER/MiNUMUM LOT SIZE - 1.02 AC/0.47AC T-2-N, R-14-W AVERAGE LOT SIZE SMALLER /M/NUMUM LOT SiZE 9000 SQ.F7/7000 SQ. FT. G SUBDIVISION ACREAGE.- 150.3 AC NUMBER OF LOTS - 266, 78 LARGER, 188 SMALLER WATER SUPPLY- CENTRAL ARKANSAS WATER WASTEWATER DISPOSAL - TREATMENT SYSTEM ONSiTE Honzon Trail, Sunshine Trail, Summer Trail, Twilight Trail,& Winter Trail, R/W RM li � 11,5 �I �-- 13.5 -� I 13.5 r- 11.5 --�- ____Cara�Grave! 4.0 Shoulder Cross Section 11.0 Kanis road exisitn oposed Gravel roulder Kanis Road Asphalt �\ 5.0 I Shoulder Cross Section Kanis road exisitn Proposed Asphalt Shoulder Sec o 3 --� 256 253 X N,1E' 1161832.T Rabar t) N8705718"w• 317.96 Cap #1281\ Parcel Line Table Line # Length Direction L30 133.01 N49"47'58W L31 &2.22 N52'17 189N L33 111.06 N54'14'05"E L34 56.07 N57' 10'41 E L35 50.79 N65' 47 03 E L36 44.54 N78°31'33"E L37 38.58 S88" 46' 16"E L36 50.65 S77" 54' 00 E L41 9755 S73`26'47E L42 192.26 S73°20' 11 E L49 140.42 S73' 22' 55 E L50 462.43 S72'28'40 E L51 307.91 S65' 07'26 E L52 317.97 S6743'45E L53 5ia52 S66, oxi5"E L54�264.�" S65'S3't8 E L55 'G7'2r27'E �- -L56 1 318.68 ,v"52'10E L5T 1628r S7l°05'13E L58 I fE5_35 S72'2f'52"_ required for this project and will be subsequently \ developed in accordance with NPDES and ADEQ requirements and submitted to ADEQ for review and \ approval. A package treatment plant shall be provided that will utilize the extended aeration principle of operation (variation of the activated sludge process). The discharge of the plant will be into the larger pond (to be constructed). The plant will be constructed belowgrade Lot Area Summary. - Larger Ridge Lots 78: 15,000- 98,000 Sq. Ft. Smaller Valley Lots 188: 7,000 - 26, 000 Sq. Ft. 0 100 200 400 Feet 1:2409.0466 C ' E<. Graphic Scale 1"= 200' $EP232015 Sheet 1 Overall / Phases DATE: 09/23/15 SHEET: 1 Pi '0