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HomeMy WebLinkAboutZ-8022 Map 3\ R904.30' \ \ \ CDN21 °45'32"W LC 61 .6 6' LASLEY OWNERSHIP ZONED C-3 Q .PROPOSED DUMPSTER LOCATION _ _ __-_ - -- water, vault - \ , F hoainniCL9 _ -- -- v-'�e� j (SCREENED ON THREE SIDES) 40 0 40 120 nyF29� _ A T \ \ t E semeni� / 27 /<v� 95 ) r --- - - _ --- T � , S., S�5`5 5.38> `�_----__---� � � -- - o--roo°-FlP&�- r>�,�Nsr.alssloN_ -� ``�--------- c� --- \ overhan , II / O E - �1 ` o - Book- 92.3`_-_ _- - N7 - _ l- \ LANDSCPING /J� - - ---- 944 2 UI - - --- ---- 569 - - -- - Pg T 0 71'PICgL) Qy - - -- _ / -- �j MAN -- • �, --- - --- S01031 42 o 1 9 51.22 - - ------ _ 1 a \\ OWNER /DEVEL --- KANIS & KI OPER: 24 LC / 5� ` I I $pAo -- Southeast corner RK, L \\ \ \ / I S - 1N1 2 SEI/4 8201 CANTRELL ROAD, SUITE 315 \ \ LOT P AT \ �..� I IN SECTION 36 LITTLE ROCK, AR 72227 \ L 01 l O I ater 'v ro - - - - LOT 2 ault 2 N, R 14 W PHONE: 501-748-4803 l��,,•, Z 1VER_"C 3 I N88`06' 18' S01 `31 42 W s,A ;r 115.90' W/T-POST FND. IRON PIN -- 284.20 tint of beginntin9 20 ' 20�� �- \ pont -- \\° % / PARCEL A - I o ` Northeast corner \ \ \ \ ! UMENT SI / p la NW1/4 NE1/4 o•elec ped \: \ i ALLO SIZORDIN IGHT i ��O �Q 1 La I I T 1, R -14-W v g�pog; \ Proposed 15Esmt. - a LASLEY OWNERSHIP light lP' "C-3" �o' ZONED \ \ \ c \ ,RIGHT IN ONLY \ �� %oe� R 9 04. II o / \ ourb CDN50" 1 "W � ,� \ 7 i _- I f J, Miro h dmnk GENERAL NOTES: -N` \ LC809.30' \ \ F�'FNr \ LOT 3 F L. / 1. All site lighting shall be 30' Tall Pole Lights w/ 1000 ---- -i�-------------- °"e°°� _I _, watt Metal Halide shielded downward and into the site. ] end a °°x. °°'k<n Alq 111 ao Site lighting will be illuminated all night. /� e�\ • r \ \ i - 6 / i I"� I \ Site will be monitored 24 hr/ 7 days. Employee is automatically / \ guy „rel paged if malfunction w/ equipment. Ilk - pp ° / 2� \ •� / �} 00 f q o 2. Hours of operation: 6 am - 10 pm, 7 days/week \ / \00 3. Synopsis: (� �6 \ \ \ S' \ •. / / I Cf)I O I o Land Area (LOT 1) 1.08 AC \C4r\ \ 4/ F� \ O, Building Area 3,300 SF RIGHT IN & RIGHT OUT - 4. Building height is 22'-3" I I IIEIIL SUPERSTOP I 5. The budding structure is concrete block & glazed block. The veneer of the building is EIFS & simulated stone. / \ 7 LASLEY OWNERSHIP \ \ \ yT oF�� \ R o G\� _ I S ZONED "C-3" 4 I g . „ „ \ \ qy \ I I The roof system is wood truss 7/12 pitch w/ OSB decking ZONED C-3 `� /C \ \ \\ ryQ 2`S 6jd I �I z & simulated slate shingles. 9p/ \ \ 9. I II k 6. Building will have the "Splash" neon sign. LEGAL DESCRIPTION- PARCEL A k0\ \ \ \ O 7. There is no proposed fencing. PART OF THE NWI/4 NE1/4 OF SECTION 1, T -1-N, R -14-W AND PART OF der \ \ \ \ \ \\^ \ THE W1/2 SEI/4 OF SECTION 36, T -2-N, R -14-W, LITTLE ROCK,\ I existinq son. sewer / PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: \ \ \ \ \ orb -,niet manhole \ \ \ \ LITILE RUCK PLANNINu Ct BEGINNING AT A POINT ON THE SOUTH LINE OF SAID W1/2 SE1/4, SECTION 36, \ \ \ 19 �/ \ I APPROVED, SUBJECT 10 T` r BEING 20.00 FT. FROM THE SOUTHEAST CORNER THEREOF; THENCE N88'06'18"W ALONG SAID SOUTH LINE, 284.20 FT.; THENCE S01'48'42`W, 288.50 FT. \ \ \ \ \tR :• \ AS NUTED IN THE PUJC TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF CHENAL PARKWAY -\ - \ \ �..� \ '�: ����� _ - % <1gO MINUTE RECORD GE LD BEING 50.00 FT. FROM THE CENTERLINE THEREOF; THENCE NORTHWESTERLY \ \ a _ �� ALONG SAID NORTH RIGHT-OF-WAY LINE BEING THE ARC OF A 904.30 FT. RADIUS \ • \ \ \ \ - \ \ \ BY: - CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N50'17'39"W, 809.30 FT. TO A POINT ON THE SOUTH LINE OF A 50 FT. WIDE WATER LINE RIGHT-OF-WAY FOR R9O4.30'to A 39" RAW WATER LINE; THENCE S75'56'50'E ALONG' SAID SOUTH LINE, 944.28 FT.; \' \ 3 THENCE S01'31'42 W, 8.78 FT. TO THE POINT OF BEGINNING, CONTAINING 4.0822 \ \ \_ �CDN74`00 06 W ACRES MORE OR LESS. \ \ \ \ ' \ LC90.69 LEGAL DESCRIPTION- PARCEL B ALL THAT PART OF THE 50 FT. WIDE WATER LINE RIGHT-OF-WAY LOCATED IN THE W1/2 SEI/4 OF SECTION 36, T -2-N, R -14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS LYING EAST OF CHENAL PARKWAY MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE SOUTH LINE OF SAID W1/2 SEI/4, SECTION 36, ALL TOPOGRAPHIC INFORMATION WAS PROVIDED BY THE CITY OF BEING 20.00 FT. FROM THE SOUTHEAST CORNER THEREOF; THENCE N88'06'18"W LITTLE ROCK'S P.A.G.I.S ALONG SAID SOUTH LINE, 284.20 FT.; THENCE S01'48'42"W, 288.50 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF CHENAL PARKWAY BEING 50.00 FT. FROM THE CENTERLINE THEREOF; THENCE NORTHWESTERLY I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY SHOWN AND ALONG SAID NORTH RIGHT-OF-WAY LINE BEING THE ARC OF A 904.30 Fr. RADIUS........ DESCRIBED HEREON. PROPERTY LINES ARE LOCATED IN ACCORDANCE WITH • CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N5917'39°W, 809.30"F'F:-- +.•" �'••. TO A POINT ON THE SOUTH LINE OF A 50 FT. WIDE WATER LINE RIGHT-OF-WAY AND �+ Oj1STE1 '% ESTABLISHED PROPERTY LINES. THERE ARE NO APPARENT ENCROACHMENTS THE POINT OF BEGINNING; THENCE NORTHWESTERLY CONTINUING ALONG SAID NORTH d •4CEPT AS SHOWN. RIGHT-OF-WAY LINE BEING THE ARC OF A 904.30 FT. RADIUS CURVE TO THE RIGHT, 5 O1'`•., A CHORD BEARING AND DISTANCE OF N21'45'32 W, 61.66 FT. TO A POINT ON THE K SAS ' I NO' PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD NORTH LINE OF THE 50 FT. WIDE WATER LINE RIGHT-OF-WAY; THENCE 575'56'50"E ; 1I e NDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD ALONG SAID NORTH UNE, 980.35 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE GIW OF KIRK ROAD; THENCE S01'31'42 W ALONG SAID WEST RIGHT-OF-WAY LINE, 51.22 FT. _ I �1RANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. TO A POINT ON SAID SOUTH LINE OF THE 50 Fr. WIDE WATER LINE RIGHT-OF-WAY; s1 " v THENCE N75'56'50"W ALONG SAID SOUTH LINE, 955.38 Fr. TO THE POINT OF BEGINNING, t2 M, a : •' �' CONTAINING 1.1115 ACRES MORE OR LESS. J'fO '••...•,...+• CV ,, LI L (BEARINGS ARE BASED ON ARKANSAS STATE PLANE COORDINATES -NORTH ZONE) ------`--- ----- ---------- Paul M. White, PLS #1281 Ark (SIP- SET 1/2' IRON PINS W/ CAP #1281) CAR WASH Hours of Operation: 6 am - 10 pm/ 7 days a week Employee - 1 Part Time Employee 2 hr on Sun - Thurs 6 hr on Fri & Sat GENERAL NOTES IIP PPLICA TIO]V 1. Plans of work within the right-of-way will be submitted. 2. Stormwater detention ordinance does apply. 3. A grading plan will be provided and a grading permit SPLASH CAR WASH will be obtained if required. 4. Sidewalks and handicap ramps will conform to "MSP" & current ADA standards. ON CHENAL PAPKWA Y 5. Any damages to curb, gutter or sidewalk in the right-of- way will be repaired or replaced. RECEIVED 6. Street improvement plans shall include signage and striping. March 6, 2006 h)py 1 i 2006 May 11, 2006 BY: ® WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223