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HomeMy WebLinkAboutZ-6238-B Site Plan 081022i LEGAL DESCRIPTION: (AS PROVIDED IN INSTRUMENT # 2022030338) A PART OF THE N 1/2 OF THE SE 1/4 OF THE NW 1/4 OF THE NW 1/4 OF SECTION 9, TOWNSHIP 1 NORTH, RANGE 13 WEST, NOW IN THE CITY OF LITTLE ROCK, PULASKI COUNTY,ARKANSAS, ALSO BEING THE JIM AND KAYE WOOD TRACT RECORDED AS DOCUMENT 96-32975 IN THE RECORDS OF PULASKI COUNTY, ARKANSAS, WITH ALL BEARINGS REFERENCED TO THE NORTH LINE OF THE SAID JIM AND KAYE WOOD TRACTAS RECORDED IN SAID DOCUMENT 96-32975, DESCRIBED AS FOLLOWS: COMMENCING 25 FEET WEST OF THE NORTHEAST CORNER OF THE SAID N 1/2 OF THE SE 1/4 OF THE NW 1/4 OF THE NW 1/4 OF SAID SECTION 9, TO A FOUND 1/2 INCH IRON PIN, SAID 1/2 INCH IRON PIN BEING THE POINT OF BEGINNING; THENCE FROM THE POINT OF BEGINNING THE FOLLOWING 6 COURSES: (1) ALONG THE WEST RIGHT OF WAY OF BOWMAN ROAD, SOUTH 02 DEGREES 34 MINUTES 05 SECONDS WEST,104.98 FEET, TO A FOUND 3/4 INCH IRON PIPE, SAID IRON PIPE BEING THE SOUTHEAST CORNER OF THE FRONT OF THE HEREIN DESCRIBED TRACT; (2) THENCE NORTH 87 DEGREES 41 MINUTES 57 SECONDS WEST, 195.14 FEET, TO A FOUND 1/2 INCH IRON PIPE; (3) THENCE SOUTH 02 DEGREES 06 MINUTES 19 SECONDS WEST, 59.80 FEET TO A FOUND 1/2 INCH IRON PIPE; (4) THENCE NORTH 87 DEGREES 36 MINUTES 18 SECONDS WEST, 448.57 FEET TO A FOUND 1/2 INCH IRON PIPE, BEING THE SOUTHWEST CORNER OF THIS TRACT; (5) THENCE NORTH 01 DEGREE 11 MINUTES 31 SECONDS EAST,164.66 FEET, ALONG THE EAST LINE OF THE CHERRY CREEK SUBDIVISION, AS RECORDED IN PLAT BOOK D, PAGE 306, SAME ALSO BEING THE WEST LINE OF THE SAID N 1/2 OF THE SE 1/4 OF THE NW 1/4 OF THE NW 1/4 OF SAID SECTION 9, TO A 1/2 INCH IRON PIN, SAID 1/2 INCH IRON PIN BEING THE NORTHWEST CORNER FOR THIS TRACT; (6) THENCE SOUTH 87 DEGREES 38 MINUTES 51 SECONDS EAST, PASSING AT 149.92 FEETA FOUND 3/8 INCH REBAR, AND ALSO PASSING AT 371.10 FEET TO A FOUND IRON PIN, IN ALLATOTAL DISTANCE OF 647.18 FEETTO THE POINT OF BEGINNING, LESS AND EXCEPT: PART OF THE NW 1/4 OF THE NW 1/4 OF SECTION 9, TOWNSHIP 1 NORTH, RANGE 13 WEST, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, DESCRIBED AS FOLLOWS: BEGINNING AT THE NE CORNER OF THE N 1/2 OF THE SE 1/4 OF THE NW 1/4 OF THE NW1/4 OF SAID SECTION 9, THENCE S 01'58'05" W,103.83 FEET TO A POINT; THENCE N 87°29'39" W,13.62 FEET TO A POINT; THENCE N 01°49'41" E,103.83.FEET TO A POINT; THENCE S 87'29'47" E,13.87 FEET TO THE POINT OF BEGINNING, AS CONTAINED IN WARRANTY DEED IN FAVOR OF THE CITY OF LITTLE ROCK, ARKANSAS, RECORDED AS INSTRUMENT NO, 2021016206, IN THE RECORDS Of PULASKI COUNTY, ARKANSAS. Present/Proposed Owner Developer. Engineer Telcoe Federal Credit Union Hycdo HALFF ASSOCIATES Bill Butler ,Jeremy Hyde Mark Rickett, PE 820 Louisiana Street 208 N. Beech Street 10800 Financial Centre Parkway, S-500 Little Rock, AR 72201 North Little Rock, AR 72114 Little Rock, AR 72211 (501)-375-5321 (501)-372-0255 E—mail: mrickett@holff.com (501)-801--2673 Zoning Classification: PCD Proposed. Use: Bank FND 5/8" IRON PIPE DEENA & DAMD DOUGHERTY 1319 CHERRY BROOK DR. LITTLE ROCK, AR v � IRA W. & MARIVIC D CHIDDIx m 1401 CHERRY CREEK DR. S LITTLE ROCK, AR r, P n BRIAN CONINE 84 ABERDEEN OR. LITTLE ROCK. AR FND 1/2`I IRON PIPE SITE INFORMATION 1. 2.140 ACRES. 2. GROSS S.F. OF BUILDING: 1,460 S.F. 3. GROSS S.F. OF FUTURE BUILDING: 1,442 4. PARKING SPACE: 9' x 20' DRIVE AISLE 26' 5. PROPOSED USE: CREDIT UNION/BANK PARKING COUNT PROVIDED: REGULAR 9' x 18.5': 14 HANDICAPPED: 1 15 REQUIRED PARKING: 15 SITE AREAS TOTAL AREA = 93,231 S.F. 2.140 AC. BUILDING. AREA = 1,460 S.F. 0.034 AC. PARKING AREA = 15,748 S.F. 0.362 AC. LANDSCAPE AREA = 1,260 S.F. 0.029 AC. UNDEVELOPED AREA = 74,763 S.F. 1.716 AC. PROPOSED ZONING: PCD (C-3 USES) OWNERSHIP OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND. DESIGNS INCORPORATED HEREIN, AS AN IISTRUMENT OF PROFESSIONAL SERVICES, IS THE PROPERTY OF HALFF ASSOCIATES, INC., AND IS NOT 10 BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HALFF ASSOCIATES,' INC. SAFETY NOTICE TO CONTRACTOR IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL FERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NDT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER TO (ONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS'NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES,IIN, OR NEAR THE CONSTRUCTION SITE. ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON 1HESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS TO -THE ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN, AND ALL OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS BY VERIFICATION OF THEIR LOCATION IN THE FIELD PRIOR TO THE INITIATION OF THE ACTUAL PORTION OF THEIR WORK. Y I Know what's below. I Call before you dig. ' EXISTING PROFILE PROPOSED 435 PROFILE 435 430 430 o 0 PROJECT LOCATION N.T,S, E)QSTING FIRE- HYDRANT-186 LF FROM NE PROPER CORNER, 370' TO SW CORNER OF PROPOSED. BUILDII WEST -EAST CROSS SECTION NORTH —SOUTH CROSS SECTION HOR. SCALE: 1 "=50' HOR. SCALE: 1'=50' f; r� it STMH LJ STMH O I ✓ " I PIF'1= - AJ LTD PARTNEMP a43 - -- av HOUNUDs D� WEST / ' j -�_ .�n_ ryµ r• FND 1 2 ON �AR . I 12101 KANIS ROAD _ - / 1818 N. TAYIM Sr. 1337 UTTLEROCK/ LRTLE ROCK, AR S 8738'51 E 64TIN'(0) 442 _ S 8742'3n 633.31'(M) r \ - `'•`., / 7 f i C N'E COR Ni F-_ _ r_ _ 1 SE 114 N1rV 1/4 --- _ _ FOB --- —, — -. .—, c al iti v1 1/4 S 9, T 1 N, _g_ o LANDSCAPE-- - -- - - MEASURED SETBACK _ _� -__ - �; _ _ F- 311! -- - ---•.. ,.— .- AREA __ - ,._ - 13/ _ > > , - DllMP57ER - _ . ,. ILDitJ� -.1 a i�1 .. �-� cc \ _..PCi6� _- PAD/ENCLOSURE s�.' . Htaw txnr .. r- � r DE DED WITH REQUIRED < nln co"cwE 9V00001Y 25.00' D / Fl64F off- O ; SCREENING 1 t ; ■ 4:s.' _ ..''.. HEAVY J HEAVY ■ / 1 ..X3 ..'.'.'.a. .�tq. '. . QUTY- \ 16.25' +� DUTY p s HEAVY DUiY :'.r :ASPHALT ! HEAVY a,', I CONCRETE : g -PAVEMENT PAVEMENT m DUTY .PAVEMENT v w 3 n° l h _ car . 1., `'I CONCRETE i1 I' LIGHT PAVEMENT ' +s. �, JL HOLDINGS, LTD %! , ` OIrTY _ D ' LANDSCAPE i �.� "��, 4 �_ .54 5.54' y/ l PAVEMENT r. I 2.00 3.8 3' 6. AREA 84, f € 5 LITTLE ROCK, AR wEsr-ASPHALT 3,1 S. tlnww RD. —EAST CROSS SECTION .��o L I cr! �'�' +�,�� �,� �■e�� � � I - � � r' 1 � ' � . i . ' : • - rNj O3 6 I 0 aD +"' , EX ANSION_ - j N 442 S.F. FFE 35.00 # g 3 .r F CRE IT UNION mlw $ ✓ HEAVY � LANDSCAPE` 'sa . t''a%x1^,m I O`er DITTY ki AREA a3.,. / ? 14 S.F. u 20.00 E as I } o ` i um CF t4K= kiLL; I ;�,= D rcaL Fa\Rn ' ASPHALT i PAVEMENT :: ,:3d 21.25' z I f PROPOSED SE.`fk P' b "�.� o ca I p DETENTO LANDSCAPE - a3o 1 158.311 f co , 3uREA LAW6t':APE [� X 1AFEk 1h \ Z '. f y 5 8753'21 IY 181.20"(IA) I 9f i 6.25' ` Ij W V S ST41'57�If 195.14'(D) II ( "•.� cn } _ n n- 24.00 N c \ I a „1 O FLM INI'ESTMDO, LLC I I R U 5 TAYLOR PARK LOOP k I I °-TEED 15' QUILDNG �,1 I a I �� FND 3i8" IRR EN PIPE I �Iva o IIrrLE ROCK AR F NC) 5{8" If;C11°I PIPE — I J �.- f 7 / °1 I v ®+ :• ` ' HD CONCRETE ASPHALT PAVEMENT PAVEMENT I S 8HD ASPHALT CONCRETE T3T48W 44889" M 0(az�- ) � � -' - '�. -'%.�• - PAVEMENT � SIDEWALK S 8'rJV18'W 40.57'(D) w`�"- C - z } 3 ., - �Y l - �25. _ X . CHRISTOPHB7 H. DLSEN 257 SKYLINE DR. N. LRTLE ROCK, AR FND 314' IFRCIN PIPE I♦ � - • 1 W LU $� ' p Ric* �w ,M�a9. �t �`v ' LL. 0 0 to a m 3 f n a M 1A La 0 5 0 Q" U N [U) fU) (Ul3 V) to C p 01 ❑I 01 0 r�l 0 QI L70 U 0 LU LL_ U w (1) ' a� 2 L � <1 ml UI ©I W LLI 0I � Z Q Ln U ❑ LU LL CD PRELIMINAR FOR INTERIM REVIEW ONLI THESE DOCUMENTS ARE FOR INTEF REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMITTI BIDDING OR CONSTRUCTION PURPC THEY WERE PREPARED BY OR UNDI THE SUPERVISON OF: SARAH B. HORSEY, ASLAIRLA#4864 .� Q. O HALFF W ASSOCIATES - v INC. z - y #1470if �lhlllAlIIII I II I111114H111111\�\\\\ Project No.: 52434.001 . Issued: 08-10-2022 Drawn Ely: MER Checked By: Sheet Title P ®-C Sheet Number Sheet No. 1 ofXX Project Page Number