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Home My WebLink AboutZ-4653-F Map 3L - EXIST MINI STORAGE - - - J o T E I G �I o p I N jl _ I I� I 3 I EXIST; MINI ST E I i �p i r N� Q I , I� 30 0 30 90 - XIST RETAINING WALL - - - > >> - I g I I Scale 30 ft EXIST MLtVI STORAGE � � � . `� I -- . N8T47 - --- 'OS"W 137.27 ' I I GENERAL NOTES: EXIST MINI STOKE S - - - I Average size lot 2.17 Acres ' \ - Number of lots 1 - - - - �. Existing Covenants None _._... - 45E -- _ 455—.- — __"–__ _. _. _... ___ - /: LRMWW - _ '...• � ` J Water -- a-- -._- --- -- ass I _ Sarnt Sewer--LRWWU 3z 'EXIST RETAINING WALL -- ash--- -- - _ - I - ZONED R _455 - Sanitary t � % / EX 8 SAN SEWER ED � 2 ------ - - - - - EX 12" WATER MAIN EXISTING 6' TAIL � oaZ`-�' - ---- -- �:`— -:-aas EX�S7� GL4 SECURITY FENCE - EXISTING O�BE G" S�IECURITY- FENCE - -- __RE OVER a�--�,_:._.®r EXISTING 6' TALL I EC _ - %K m aas - - c Works Notes: PROP STORM DRAINAGE 1. NPDES and grading permits are required prior N90'00'00"E 647.1 � -----__- ---- _- 5' SIDEWALK ' to construction, site grading and drainage plan will DEWALK need to be submitted and approved. ( LANDSCAPE (TYPICAL) 2. Stormwater detention ordinance applies to this property. I w '� (� m TREES TO REMAIN_ WHERE POSSIBLE) 1 5, 3. Plans of all work in right-of-way shall be submitted for " N / - oproval prior to start of work. LL_i q L L d ��G - 4. Provide stripping and signage plans as per ordinance for the ��` BLDG #f PROPOSED 6' --TALL I PP 9 9 9 P M w Gp`�� 14,720 SQ FT SECURITY FENCE Da t� __ .�98 SQ FT .. development, for Traffic Engineering approval. q w a I _ POP` 5. Prior to construction obtain barricade permit for work done `� within right-of-way. (� O o w Q - ONUMENT SIN l o _ 0 30' 150 - Q CLIMATE CONTROLLED �, ! � v (,� 'W a, 20 150' - - - - [ - _ - � b ,I _o I 0 V 6. Average Lot Slope = 5% V z I - I I / 7. Floodway/Floodplain - N/A 3 N (` 130' I j o 13 VC i� I 133' I 1 Ty VV o Q o 11 PROPOSED 6' TALL Z z cn 25 N 1 0M¢ N SECURITY FENCE Q i L 7. S0 SQ FT �o /PROP FH II v n, ^r `V 310' - - - - - LANDSCAPE (TYPICAL) O -.l (TREES TO REMAIN WHERE POSSIBLE) 5= 30' 29.5' �„W--195.25' S89'S I � PROP RETAINING WALL DEVELO ER TO PR1VIDE' _ BLDG #4 ”' ` --I I �D STf�EET IMPROVEMENTS 5,475 SQ LANDSFT 365' - w EI BOWMAN ROAD CAPE TO 1/ OFA MINOR T ERIAL ON OW -- - - -- - = L 15' R: BEING A PART OF THE N1/2 OF THE SE1 4 OF THE NW1 4 OF THE NW1 4 OF (TYPICAL) AND iD DICA7 AN DDITI SECTION 9, T -1-N, R -13/W, IN PULASKI COUNTY, ARKANSAS AND ALSO / (TRE ES TO REMAIN WHERE POSSIBLE) b ZONED I o R BEING THE JIM AND KAYE WOOD TRACT RECORDED AS DOCUMENT 96-32975 IN THE PULASKI COUNTY ARKANSAS CIRCUIT CLERK'S OFFICE. MORE PARTICULARLY DESCRIBED AS FOLLOWS, WITH ALL BEARING REFERENCED TO PROPOSED 6' TALLTHE NORTH LINE OF THE SAID JIM AND KAYE WOOD TRACT AS RECORDED IN SECURITY.- FENCE SAID DOCUMENT 96-32975: I II lJ CONED R-�'� COMMENCING 25 FEET WEST OF THE NORTHEAST CORNER OF THE SAID N1/2 OF THE SE1/4 OF THE NW1/4 OF THE NW1/4 OF SECTION 9, T -1-N, R -13-W, TO I A FOUND 1/2" IRON ROD, SAID 1/2" IRON ROD BEING THE POINT OF �I BEGINNING. y� I FROM THE POINT OF BEGINNING THE FOLLOWING 6 COURSES: 1. THENCE ALONG THE WEST RIGHT OF WAY OF BOWMAN ROAD, SOUTH \u 00-11-23 WEST, 104.87 FEET, TO A FOUND 1" IRON PIPE, SAID - IRON PIPE BEING THE SOUTH EAST CORNER OF THE FRONT OF THE HEREIN DESCRIBED TRACT. i - j 2. H 89-56-38 WEST 195.25 FEET, TO A FOUND 1/2" IRON PIPE. L 4 I THENCE SOUTH ` 3. THENCE SOUTH 00-13-39 EAST 59.91 FEET, TO A FOUND 1 2" IRON PIPE. / ' 4. THENCE NORTH 59-57-19 WEST, PASSING AT 138.55 FEET A FO.!ND 1/2" IRON ROD, AND ALSO PASSING AT 302.85 FEET, AND �, (5 0.47 FEET SOUTH, A FOUND 3/4" IRON PIPE, IN ALL A TOTAL l- /�.c ✓tom 5r� ALL BOUNDARY INFORMATION WAS PROVIDED BY SIDNEY A ROUCH DISTANCE OF 448.52 FEET TO A FOUND 3/4" IRON PIPE, BEING z �s�l to 4 7 (LAND SURVEYOR #1300) DATED DECEMBER 9, 1996 THE SOUTH WEST CORNER OF THIS TRACT. SYNOPSIS: ALL TOPOGRAPHIC INFORMATION WAS PROVIDED BY THE CITY OF 5 THENCE NORTH 01-08 56 BLDG AREA Revised ®66Y=IID.41FEW �&A230(CZAT919IycC'o CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYINGSTORAGE 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 USE Scale Hor. Vert. 1"=30- Sheet of STORAGE NON—STORAGE Checked By: I Approved By: Jeb No.99-0623 BLDG #1 13,800 920 MINI STORAGE/PARKING BLDG #2 5,980 1,518 MINI STORAGE/OFFICE BLDG #3 7,750 MINI STORAGE BLDG #4 5,475 MINI STORAGE TOTAL 33,005 2,438 FACILITY f��vi r1Lc A_R t7"� , ,-" lS , - WEST 164.66 FEET, ALONG THE EAST �• w LITTLE ROCK'S P.A.G.I.S LINE OF THE CHERRY CREEK SUBDIVISION, AS RECORDED IN PLAT BOOK D, PAGE 306, SAME ALSO BEING THE WEST LINE OF THE I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY SHOWN AND SAID N1/2 OF THE SE -1/4 OF THE NW 1/4 OF THE NW1/4 OF SECTION 9, T -1-N, R -13-W, DESCRIBED HEREON. PROPERTY LINES ARE LOCATED IN ACCORDANCE WITH A FOUND 3/4" IRON PIPE. ESTABLISHED PROPERTY LINES. THERE ARE NO APPARENT ENCROACHMENTS SAID 3/4" IRON PIPE BEING THEE NORTH WEST CORNER FOR THIS EXCEPT AS SHOWN, TRACT. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD 6. THENCE NORTH 90-00-00 EAST, PASSING AT 149.92 FEET A BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD FOUND 1/2" IRON ROD, AND ALSO PASSING AT 310.53 FEET, AND INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. DIST FEET SOUTH A FOUND 1/2" IRON ROD, B ALL A TOTAL DISTANCE OF 647.18 FEET TO THE POINT OF BEGINNING, CONTAINING 2.17 ACRES, MORE OR LESS. .•'°••1STE X53—� G R ,,/ ti `^�-------------------- 01TATEOF•6� Paul M. White, PLS #1281 Ark --- . PLANNED COMMERCIAL DEVELOPMENT = j'SAS ' i O. 1 e 1 O SMiNATURE ' 0 L it KANIS MINI— ADDITION LITTLE ROCK, ARKANSAS Revised ®66Y=IID.41FEW �&A230(CZAT919IycC'o CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYINGSTORAGE 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 Date 11-15-99 Scale Hor. Vert. 1"=30- Sheet of Survey By: Drawn Bq: Checked By: I Approved By: Jeb No.99-0623