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Home My WebLink AboutZ-6120-D Map 6N _V0 WILLIAMSOWWORTHEN/ GURDON _ POS • - ._... - S 87°18'2 'E ME LER 270 29 288 4 (2a8s5 an ! W q 263 232, PROPOSED 404 PERMIT „ Hanford Drive �, +. /�261 w,e,92e -- DEED DEDICATION S ..� rte• L.—.— .� .._..._ n \ _ \ '\.\ a�, �\ 174 26001 231 I 232 i 233 234 _' 235 9 z3s v \•� \ I J •• +II>b•-._ Ili ,m., 200 0 200 400 � I _ b4. � '" '" �` 237q \ 1 � 259 173 I gI - ----- neem S • 230 r�229 i 228 ' 227 226 1 scale feet am I ! \,— — — % 1 225 a 238 I"=200' I an ' n ba ' �. — _ n\ 258 va ' ' IaM'— •-� • • i 172 •" Denver Street - t + STREET CURVE DATA lam I 1 I - bm lam �� • ,am p a 7 D L 171 i a' - a 185' i 2041 _ •205 gg l.—. ._Tm_ j 257 8 II ^1� 77'00'01• 891.44' S50.ar 8.1711 92423' ,aq •l8 ti 224 239 i \ 600'00'05• silaw 300.W 11.0137 544.14' qem lam I 1 1°m lam 39.29.47• 279.55' 19o.w 20.3409 192.02' • 6 ❑ 183 i 168 + • 203 208 I I ,am 'ab no I s 9 223 240 256 RENEWAL CENT OF AR SAS, INC. 9a•aroo w.ar 1sD.ar 39.1167 zu.az rn ..... I I 1 n 90.00'00• 150.07 150.ar 38.1150 235.92' C 649 -DOW 439.99' 200.07 13.0320 375.37 pC C j 1 182 187 9 i 202 a � 207 ! 8' ?22 •.- •_•.I•• .._S1 7 18.0797 631.38' 100,47 9.9429 198.36 d o N I a 34.0702'327.00' 100ar 17.3102 194.101 189 S J lam ,am ,am •_ I I I I I 255 ? 8 Lake 22•30o1• 972,77 t9s.ar 112348 197,42' o I 181 tse l9 9 tot a .s„5 60i 39.29.58• 288.36 100.00'20.0030 192.42• ' I` - v I c , ", I. i j ; 242 B 32.51 337.91' 100.0 185 194,44' =Q�0 Ij 254 38.9 281 100' 2.17 19222 188 eR 9180a mm O 34.8 1304.77' 400.ar 4.2328 77929' 209 0 00 389.0 900.00 99 9.258 1353.74' o 19 23.33'11• 1792.73' 37983 3.1149 7489 253 (10 1www 1067.31' 180 5.3882 298.W 179 198 ti ff 3_ / / 90.00'00• 350.07 350.00' 16.3702 649.76 +,am 199 ' I m 2'Ft� 9 ; y + Brodie Creek 188 I am I 12to m .._b.._ .._..c ' .� 252 i Sewer Main 191 Extension 165 I 198 ° 211 lamsI9 � 177 251 (ByOthers) \� v /Aei •••• _ _ 6 lest-! j I I a°° 'am \ Proposed Sidewalk Sidewalk >aa E ' 1 _Ulm 9 184 I " I 192 / \ 197 # . 212 a ?i 217 248 1 i Street Classification ROW Requirements Width Location ' c *� ! - ; I •� _ _ - - - - ia %183 213 IR ; ' 6' lea i RENEWAL CENTER OF ARKANSAS, ns 250 West Kanis Road Minor Arterial 100' Both Sides 5' North $ South 19 196 1 247 q 248 NC �—` Rushmore Drive Sianderd Collector 90' One Side 4' South •—� `,� Fr 1�'- 195c'`* Cooper Orbit Road Minor Collector 60' One Side 5' West •---\�•" ,i' "w.^�:er /13126-r. / 1 Hartford Standard Residential 50' One Side 4' East r '•Z14� 9 215 Lansing Standard Residential 50' One Side 4' Westn.ex �•� 4 ! 246 Bangor Minor Residential 45' WA WA N/A �� ,v / TRA& A Frankfurt Minor Residential 45' N/A N/A N/A + _ Q / + (SF/Reservad)-- -- -- --i- % + II Lincoln Standard Residential Sr One Side 4' South -•�. ( 9.11 AC % Pierre Minor Residential 46 N/A N/A N/A^"�.� Albany Standard Residential 50' One Side 4' West St. Paul Standard al 50' One Side 41 South Rose garden Standard Residential 50• One Side 4' South MF Zon/ \/\ Existing — ing Boundary Phoneix Minor Residential 45' N/A N/A N/A p/ _•—._•——•_•�,/ tar Dover Standard Residential 50' One Side 4' West \•\, `'—• \ Sacramento Standard Residential W. One Side 4 /70' East / \' \, "IBaton Rouge Standard Residential 5o, One Side 4' North / \' \, 14 l \\ Denver Standard Residential 50' One Side 4' South Great Lakes Minor Residential 45' N/A WA N/A Phase I �^•_._•_ \ ' Rapides Mirror Residential 45' WA N/A WMFA / ..'-..�.�•�•�, \\ Evangilne Minor Residential 45' N/A WAf%H9ZA N/A \� GROSS AC 27.7 Vermes inorRor aidenti l 45' NIA WA N/A + Avoyllea Minor Residential 45' WA WA WA adyblyd Minor Residential 45' N/A WA WA + + MF 1 \\\\\\\ Milliary Minor Residential 45' N/A N/A WA TRACT Bl\\�\\ 25 AC MF j 94% i\\G\\ I eneral Notes w , ba I I V ` ,47 - I 1. Ground contours (2' intervals) are interpreted from aerial < 148 '°* _�46 - 145 \ �a survey. Elevation Source: PAGIS, M.S.L. / 143 - - - i 3 \ \\ Pe - Of 2. All lots having curved boundary lines are measured using chord r /'- �7n Srreff distances. 4 3. Front buildi/ ng set -backs shell 1- as follows: 25' for res l C am . ( s - _ 140 /p � �� - x,`47 qt� �. TEMP. IMPACT AREA j m y n.% ? - I RD. CONST. \ \ \ and minor residential; 30' for collector street; and 35' for minor arterial. + a , 102 + I 6 m \ 139 h! 11 i \\•\ 4. A 10 foot "no vehicle access" easement will be final platted along �\,135;� S m t• i � `. double -fronted lots along West Kanis Road (minor arterial) as follows: / 1 7 " °j % <�ncoj \� X404 Lot Nos, 248, 215, 214, 213, 195, 194, 193, 175, 161, 162, and 163. 9 e , 103 Ir - 134 / 121 ; 11�'`s��I\'\ (O�h7Q (A . \• ° v 6 i i , , r 120 ' "o • ABn 5. A 10 foot "no vehicle access " easement will be final platted along w e ss\, % 138 , \ oats) lac • - = + 97 t +> 4 "® �o _ _ , -' GROSS AC = 6.53 double frontad lots along Rushmore Drive (standard collector) as follows: a, I 118 ' \� \ - TRACT C2 l i \ l r •\ Lot Nos. 18, 19, 39, 40, 86, 83, 82, 81, 80, 77, 76, 75, 71, 69, 66, 65, 91, W 95�\ 104 """ �" 9 l�' ' '718 \' \ / a ' 4. r p' .•,r ..__."a„_.._.1..- �, 122 s • • \, i 90, 108, 109, 110, 111, 112, 113, and 114• s 1' \ \ ' + 132 I ""` 9 123 \' � / MF d Y i'{4 \ •,,�%'. Nna �,\ i 117 '\4�' 6. Vehicle access for single -fronted lots along Rushmore Drive will be -1 93 ° •1 .94 , 5 ° %J m 11 \' 116 permitted only as follows: Lot Nos. 87 and 88. t* ` /a, \.i ; 131 I c i ► S'f, \'� 124 115 ' `" PHASE LINE 1 A! Great Leka9 p 92 ' }, ' 7 Ct. „ 106 7. Storm drainage piping is shown hereon graphically in approximate + locations. Piping, inlet, and junction box locations are subject to change128 a w 89 1 0 1 • I - based on final design of street grades. Where drainage easements are ' " F Y 107 ; 129 19 I t28 / , , i / 18 �'� - Lincoln Street shown, ditch construction will include low -flow, concrete bottom paving. 97 -••_. !' n 9 All piping, inlets, and junction boxes will be contained within public street ;v m -, '3 I e 1 108` ,09 I �. \�' 1 ' �r %19 4 ^'^- ROW'sanddrainageeasements. - -•�• _,� 1110 ttt 112 q\i / .` 7C' /'/�/.a.�� e ` -126%• lax ....�. —.� —.,�,j r / V • / \ ,b+z S 1 • 1 ,nw 8. Street continuance Information signs 1 r 9 Per Section 31-202(d) of the Subdivision �" Rushmore Avenue J � '. _ �Ax r 4'\ � ) I 2 ; and Zoning Ordinance will be provided at the project boundary lines on all street - _ R%W) 20 m �i / stubs to adjoining Property. &5, r - - - - . 39 21 22 171 Ac "'�5- — 4 "•""°Lc— —tau — .Xi 1 i , _ ! i 1a I e s I 3,_ 9. Minimum curb return and property line radii at arterial and collector street m. I I q a - "a y et 2 r i -T \ -Il' ` ' '381. intersections shall be a minimum of 31.5' All other street curb return radii shall be a minimum of 25'. All property line radii at street ROW line Intersections shall • Yc} 101 64 ! be a minimum of 25'. 10. Tract F as depicted hereon will be conveyed to the property owner of the land .S 63 j east of and adjacent to said Tract F following final platting of Phase 1. ! _ 11 • Tracts D and E will be utilized for open space and/or stormwater detention R 2 I purposes. A portion of Tract D will be conveyed by final matting of Phase I to !+ I the owner of the property east of and adjacent to said Tract D for the purpose of providing future street access. Y I� 61 I I 12. Sanitary sewer easements shown herein are 10 feet in width. Storm drainage ; ai easements depicted hereon are generally 10 feet in width except where greater \ widths are required to avoid abrupt changes In ditch alignment. ; i60 \, 13. All utility easements required for telephone, power, gas, and CATV will be determined I ; N 86°53 during final design of each development phase and final platted for each phase 250. in accordance with respective utility owner requirement. REAL PROPERTIEf INC. o ° ma . n ` ° se Y Phoenix Street is 1,+ ' .�1 'a` 1 �•.10e, �. Jain 2 I ai s I i 72 1 9!( + as • 371 I I 24 41 wu v ; —.�—. °. ' ' `.•—._ .-. 7_.! 1 78 t 79 1 .$ I 84 ' 85 I ''v ! 38 I € I 23 13 p { A �v aX to 1 ODga w .ai - - �•�' '\ I �f,1N I r,fltl IXLp \ ^ ^ _fin_ i. - _ lima ! am q az 12 `55 J m 56 E -I 51 i • 1 d •i •wn aqa• •_ \. 26 Y 'M � i to 46 45 / - /a / .. �� • 3 11 `�� '• ; z 189.30' Z 4 !' I W aX �i Q % // 34 / \� r. Rose Garden Loo m Y °m 1; •� / \ • 5r, •�u1� �! '• aa, =all• =mm 64:0 qI g `t'N . , N 88°3 W r....i 49- /' 59 'i vi "� 4 4 238.137 ' i Vy /_'44 " 32\ 31 30.c ae ,�i 18 au _.._.._.._...._.._.._.._.._.._.. ' } 29 28 ',. _..,4.f..._.._.. + fEb l X 33' N Ba" 277" W m � z N 88°60'3i ., " X• I KEM� '� S 8°4827" E O SMITH BAKER SHANK TUEDEN 3T R , GOMEZ HASLAUER\ BLISSIT THYLOR v SAWYER 7a HERRMANN g08.w BELANGER \\ IA w Z 7 \ KANIS 140AD ty PMO Pi. �' I EL�aAN (w. LM,RiIC^1F v.ESiGIEN [N. {� U) CRE LH. ♦_ I rneswire � g on. , (,) I cu.canr wop"mw. oa DO ,�/� / // I � � - a•R `r PVT. DRNE � r \ GILBERT OR. MAtIOR CIR, ECHO PT. I 1 \ . \ � _ - sr4 I I I h V�Fy t SECLUdED POINT-: �=- I------� ,--a ECLU CIR DED > �Cg4,F ' RIWEECi 1 Spring Valley�� \ \'`�\ vlEw \ Manor --- — — — — — — AM/F BRANCH i \ I Y VICINITY MAP Scale: I"= 1500' Offsite ROW for Roadway Tie -In (Width Varies Offsite) Legal Description Part of the NW 1/4 and the N 1/2 of the SW 1/4, Section 7, Township 1 North, Range 13 West, Pulaski County, Arkansas, more particularly described as follows: Beginning at the NW corner of the NW 1/4, NW 1/4, Section 7, T -1-N, R -13-W; thence S 870 18'23" E along the North line of said NW 1/4, NW 1/4 a distance of 1244.38 feet to a point and the NE corner of said NW 1/4, NW 1/4; thence S 010 24`07" W along the East line of said NW 1/4, NW 1/4 a distance of 1300.06 feet to a found 1" pipe and the NW corner of the SE 1/4, NW 1/4, Section 7, T -1-N, R -13-W; thence 3 880 36' 38" E along the North line of said SE 1/4, NW 1/4 a distance of 1312.67 feat to a found j °' pipe and the NE corner of said SE 1/4, NW `i/4; thence S 010 45' 12" W along the East line of the NE 1/4, SW 1/4, Section 7, T -1-N, R-1 3-W a distance of 2619.46 feet to a found concrete monument and the SE corner of the said NE 1/4, SW 1/4; thence N 880 50'38" W along the South line of said NE 1/4, a distance of 1318.29 feet to a found concrete monument and the SE corner of the NW 1/4, SW 1/4; thence N 880 52`27" W along the South line of said NW 1/4, SW 1/4 a distance of 494.58 feet to a set #4 rebar; thence N 010 07' 33" E for a distance of 100.00 feet to a set #4 rebar; thence N 880 52' 27" W for a distance of 238.00 feet to a set #4 rebar; thence S 180 48`27" E for a distance of 106.37 feet to a set #4 rebar on the South line of said NW 1/4, SW 1/4; thence N 880 52'27" W along the South line of said NW 1/4, SW 1/4 a distance of 53.28 feet to a set #4 rebar; thence N 180 48' 27" W for a distance of 223.05 feet to a set #4 rebar; thence N 880 52'27" W for a distance of 169.30 feet to a found rebar; thence S 010 00' 58" W for a distance of 209.63 feet to a found rebar on the South line of the said NW 1/4, SW 1/4; thence N 88053' 16" W along the South line of said NW 1/4, SW 1/4 for a distance of 250.33 feet to a found concrete monument and the SW corner of said NW 1/4, SW 1/4; thence N 01'43'37" E along the West line of the NW 1/4, SW 1/4 and the NW 1/4 of said Section 7, a distance of 3958.96 feet to the NW corner of the NW1/4, NW 1/4, Section 7, T -1-N, R -13-W and the Point of Beginning, containing 190.624 acres, more or less, subject to an AP&L easement and less and except a R/W for Cooper Orbit Road as shown on survey by William R. Gipson, dated November 23, 1995. Note: Tract D added to proposed rezoning bou ndaryiMa"c . 2-T,-2001. SDS MASTER DEVELOPMENT LAYOUT FOR CAPITOL LAKE TES CITY OF LITTLE ROCK REVISIONS: PULASKI CO., AR. September, 1997 December, 1997 January, 1998 March, 1998 August, 2000 November, 2000 March, 2001 cCivil Design, Inc D 15104 CANTRELI. ROAD Little Rock, Arkansas 72223 2- 6 /;_0 Lf I 9 f • Yc} 101 v as LAND HARWELL ELGOR,INC. w Z 7 \ KANIS 140AD ty PMO Pi. �' I EL�aAN (w. LM,RiIC^1F v.ESiGIEN [N. {� U) CRE LH. ♦_ I rneswire � g on. , (,) I cu.canr wop"mw. oa DO ,�/� / // I � � - a•R `r PVT. DRNE � r \ GILBERT OR. MAtIOR CIR, ECHO PT. I 1 \ . \ � _ - sr4 I I I h V�Fy t SECLUdED POINT-: �=- I------� ,--a ECLU CIR DED > �Cg4,F ' RIWEECi 1 Spring Valley�� \ \'`�\ vlEw \ Manor --- — — — — — — AM/F BRANCH i \ I Y VICINITY MAP Scale: I"= 1500' Offsite ROW for Roadway Tie -In (Width Varies Offsite) Legal Description Part of the NW 1/4 and the N 1/2 of the SW 1/4, Section 7, Township 1 North, Range 13 West, Pulaski County, Arkansas, more particularly described as follows: Beginning at the NW corner of the NW 1/4, NW 1/4, Section 7, T -1-N, R -13-W; thence S 870 18'23" E along the North line of said NW 1/4, NW 1/4 a distance of 1244.38 feet to a point and the NE corner of said NW 1/4, NW 1/4; thence S 010 24`07" W along the East line of said NW 1/4, NW 1/4 a distance of 1300.06 feet to a found 1" pipe and the NW corner of the SE 1/4, NW 1/4, Section 7, T -1-N, R -13-W; thence 3 880 36' 38" E along the North line of said SE 1/4, NW 1/4 a distance of 1312.67 feat to a found j °' pipe and the NE corner of said SE 1/4, NW `i/4; thence S 010 45' 12" W along the East line of the NE 1/4, SW 1/4, Section 7, T -1-N, R-1 3-W a distance of 2619.46 feet to a found concrete monument and the SE corner of the said NE 1/4, SW 1/4; thence N 880 50'38" W along the South line of said NE 1/4, a distance of 1318.29 feet to a found concrete monument and the SE corner of the NW 1/4, SW 1/4; thence N 880 52`27" W along the South line of said NW 1/4, SW 1/4 a distance of 494.58 feet to a set #4 rebar; thence N 010 07' 33" E for a distance of 100.00 feet to a set #4 rebar; thence N 880 52' 27" W for a distance of 238.00 feet to a set #4 rebar; thence S 180 48`27" E for a distance of 106.37 feet to a set #4 rebar on the South line of said NW 1/4, SW 1/4; thence N 880 52'27" W along the South line of said NW 1/4, SW 1/4 a distance of 53.28 feet to a set #4 rebar; thence N 180 48' 27" W for a distance of 223.05 feet to a set #4 rebar; thence N 880 52'27" W for a distance of 169.30 feet to a found rebar; thence S 010 00' 58" W for a distance of 209.63 feet to a found rebar on the South line of the said NW 1/4, SW 1/4; thence N 88053' 16" W along the South line of said NW 1/4, SW 1/4 for a distance of 250.33 feet to a found concrete monument and the SW corner of said NW 1/4, SW 1/4; thence N 01'43'37" E along the West line of the NW 1/4, SW 1/4 and the NW 1/4 of said Section 7, a distance of 3958.96 feet to the NW corner of the NW1/4, NW 1/4, Section 7, T -1-N, R -13-W and the Point of Beginning, containing 190.624 acres, more or less, subject to an AP&L easement and less and except a R/W for Cooper Orbit Road as shown on survey by William R. Gipson, dated November 23, 1995. Note: Tract D added to proposed rezoning bou ndaryiMa"c . 2-T,-2001. SDS MASTER DEVELOPMENT LAYOUT FOR CAPITOL LAKE TES CITY OF LITTLE ROCK REVISIONS: PULASKI CO., AR. September, 1997 December, 1997 January, 1998 March, 1998 August, 2000 November, 2000 March, 2001 cCivil Design, Inc D 15104 CANTRELI. ROAD Little Rock, Arkansas 72223 2- 6 /;_0 Lf I 9 f