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HomeMy WebLinkAboutZ-6120 Map 71�fbRT}1 N iIL IAMSOW WORTHEN/ GURDON r �' + METRAILER HartfacF y -St VV E CAPITOL LAKE r _ ISe'rn'erBESTATES i 200 ale 200 e00 { fe L l r. RENEWAL CENTER OF ARKANSAS, IN N GENERAL NOTES 1 Ground contours (2' intervals) are Interpreted from aerial survey. Elevation source: PAGIS, M.S.L. RIsV151:1-1 MAY 7, lrilx; RIiVISF:I): MAY 7. 191w; 2 All lots having curved boundary lines are measured using chord - € I \ BY: 13. t)t?,w BY: J.nRI?I a?R distances. 3. Front building set -backs shall be as follows: 25' for residen-I RENEWAL CENTER of ARKANSAS, C } , tial and minor residential: 30' for collector street; and 35' `; for minor arterial - - _ t boy, y�j .r:;y 5o BUFFER -_ 4 A 10 foot "no vehicle access" easement will be final platted 2 along double -fronted lots along Cooper Orbit Road as follows j .jeA- Lot Nos 20, 21, 29, 28, 27, 30, 2, and Lots 37 through 40 and "— — _ _ Karns along such lots on the minor arterial as follows: Lot Nos 133. / I 201 202, 203. 222.223, 234, 241, and 149- �Q, t it (ryJ, I 5 _ Airt S (RESERVED) 11 AC 5 Vehicle access for single -fronted lots along Cooper Orbit Road - , will be permitted only as follows Lot Nos 1 34, and 35 6 Storm drainage piping is shown hereon graphically in approximate _ I _, - locations. All storm drainage piping, inlet boxes, and ditching r - ~~ will be contained within public street; ROW's and/or exclusive t - drainage easements M.F 27 AC - AhgU2 7 Street continuance information signs per Section 31-202(4 ' ti ; - i i r IAPPRox ) the Subdivision and Zoning Ordinance will be provided at the II rl project boundary lines on all street stubs to adjoining property f PHASE i 8 Minimum curb return and property line radii at arterial and coJector street intersection shall be minimum 31.5'. All other 1 street curb return radii shall be a minimum of 25'. All prop- erty rop erty line radii at street ROW line intersections shall be a min - .'A imum of 25'. a MF 13 AC. (APPROX.) _ I 1`- - 1J LEGEND • s�', `� � `_' _ate; !` J,t �` k�� "i: , � � I; --�-- - - -- SEWERAGE BASIN DIVIDE wCL EXIST ATV OR FOOT TRACK - O �/� / �� { q - 1 b 'f r y 8Ir- SEWER DRAINAGE OR UTILITY a t EASEMENTS :�-n/ !� '_..` — J a- ('_ l' '� _ z STORM DRAIN PIPING SCHEMATIC t .. -k` �.r - \4� _�: �'-; 7r s7 /' a �. .'1:�. �.' •yt 'r p 'F�t f a7 r "' �7 TREE)VEGETATION LINES .� x3 • \ j /gae+ ` _ - -`?�_h16..- BUILDINGSETBACKLINE a s� A e: ,• 7 t' �' �, ==r: }' w J lit - _ j t v �, "-., %• % r .rap / � t' Street Classification Requirements-',1,,� Z �." •� ��' Kanis Road West Minor Arterial Both Sides Hartford Residential One Side Denver Frankfort Cul-de-sac NIA oti Bangor tr „j r7 %' , ' ,. �! /`/ j -' HASE'IV Lansing Residential One Side St Paul IY: Sacremento SIF Pierre Baton RougeIr Tallahassee Albany Cul-de-sac N/A Rose Garden Residential One Side _ .. �'� �t_�. ., Lincoln ,,,, ,,,+ ,'. _ � -e. �" ,,.• Phoenix Cul-de-sac NIA — J BELL "�'mcrl VN S<'oee I'BELAZ `f i+�aav PE a F z REAL •rucx no earn, - rip+• 'W[ O 'BAKER ��L n"V3 KEMP ms' :r� + �' SMITH / ,'' GOMEZ i HASLAUER . BLI5SIT THYLOR SAWYER ELGOR INC DROPERTihS .+r>Faa SHANK TUEDEN � O RM/,/ \ iHERRMANN LAND- HARI-'JII INC 4 91 SURVEYED °m PROPERTY }} t UI I ++sq oq �au�o GR __ ( i I i I Pq I <<F I Spring Valley Manor agiarcw ''a� o�ybE NuAN k I I I I VICINITY MAP Scale: 1" = 1500' Legal Description PVt OR( r Y GILBERT DR Part of the NW 1/4 and the N 112 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 114, 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 114, NW 1/4, thence S 010 24'07" W along the East line of said NW 114, NW 1/4 a distance of 1300 06 feet to a found 1" pipe and the NE corner of the SE 114. NW 1/4. Section 7, T -1-N, R -13-W: thence S 88' 36' 38" E along the North line of said SE 1/4, NW 1/4 a distance of 1312.67 feet to a found 1" pipe and the NE corner of said SE 114, NW 114; thence S 010 45' 12" W arng the East line of the NE 1/4, SW 1/4, Section 7, T -1-N, R-1 34V a distance of 2619.46 feet to a found concrete monument and the SW comer of the said NE 114, SW 114; 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 114. SW 1/4. thence N 88' 52'27" W along the South line of said NW 114, SW 1/4 a distance of 494.58 feet to a set #4 rebar; thence N 01 ° 07' 33" E for a distance of 100.00 feet to a set #4 rebar; thence N 88' 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 114, SW 114; thence N 88' 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 88' 52' 27" W for a distance of 169.30 feet to a found rebar; thence S 01 ° 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 114; 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 114, SW 1/4; thence N 010 43'37" E along the West line of the NW 1/4, SW 1/4 and the NW 114 of said Section 7 a distance of 3958.96 feet to the NW corner of the NW1/4, NW 1/4, Section 7 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 as shown on survey by William R. Gipson, dated November 23, 1995. PHASE PLAN FOR CAPITOL LAKES ESTATES CITY OF LITTLE ROCK PULASKI CO., AR. RIWItiED: MAY 7, HAW BY: J.I)REIII.R I I - CIVIL DESIGN, INC. D 19104 C"AN'f'R1:1.1, RA )All, I_I'1'"I'LEi ROCK, ARKANSAS 72212 i Pn i f _ PVt OR( r Y GILBERT DR Part of the NW 1/4 and the N 112 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 114, 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 114, NW 1/4, thence S 010 24'07" W along the East line of said NW 114, NW 1/4 a distance of 1300 06 feet to a found 1" pipe and the NE corner of the SE 114. NW 1/4. Section 7, T -1-N, R -13-W: thence S 88' 36' 38" E along the North line of said SE 1/4, NW 1/4 a distance of 1312.67 feet to a found 1" pipe and the NE corner of said SE 114, NW 114; thence S 010 45' 12" W arng the East line of the NE 1/4, SW 1/4, Section 7, T -1-N, R-1 34V a distance of 2619.46 feet to a found concrete monument and the SW comer of the said NE 114, SW 114; 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 114. SW 1/4. thence N 88' 52'27" W along the South line of said NW 114, SW 1/4 a distance of 494.58 feet to a set #4 rebar; thence N 01 ° 07' 33" E for a distance of 100.00 feet to a set #4 rebar; thence N 88' 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 114, SW 114; thence N 88' 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 88' 52' 27" W for a distance of 169.30 feet to a found rebar; thence S 01 ° 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 114; 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 114, SW 1/4; thence N 010 43'37" E along the West line of the NW 1/4, SW 1/4 and the NW 114 of said Section 7 a distance of 3958.96 feet to the NW corner of the NW1/4, NW 1/4, Section 7 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 as shown on survey by William R. Gipson, dated November 23, 1995. PHASE PLAN FOR CAPITOL LAKES ESTATES CITY OF LITTLE ROCK PULASKI CO., AR. RIWItiED: MAY 7, HAW BY: J.I)REIII.R I I - CIVIL DESIGN, INC. D 19104 C"AN'f'R1:1.1, RA )All, I_I'1'"I'LEi ROCK, ARKANSAS 72212 i