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HomeMy WebLinkAboutZ-9455 Map 9ZONED R2 TO BE ZONED INDUSTRIAL BY 0 e .G',°rY �r RIP RAP TO CONTROL EROSION AT BASE EXISTING SEWER LINE OUTLET PIPE DEVELOPER IN FUTURE ss ss ss — ss ss ss ss ss ss ss ss , "a (APPROX 1.5 CY) o NEW TREES,TYP. NEW 8FT CHAIN LINK FENCE S 88°29'54"E 189 66' WITH OPAQUE MATERIAL w w w w w w \x/ w w w w w w w— — — \w w w w w iN w .✓ w w w w l w w J w w w w w .,.OJ w w .;. w w w .;. w I w w w w w w w w w w\w .. , L w wI M w w w w W w w yy N w w w l w Q + w w Q w� w w w w w w w w w w w w w l w w EXISTING JOINT 50' WIDE w w w w w Zw w w w w rXISTINaTREE'SANCi ACCESS & UTILITY EASEMENT w w w w w w�w w w w w w w I w w w w N w w w w w w w w w SEE© EXISTING w w w^ w w 3n w w w ROOTBA�LS TO 135 R�MOYEDw w w w AREA w W w w TREE LWES w w w w w w w w w w N A w PPROX . w w ww w w w 'y'- NEW DUMPSTER tZONED 0-3 CUP 140FT SEMAC� VAPIENCE RE`QD w ' OUTLET w w w —w --w � w� w CANOPYTREE,TYP. 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(APPROX 4,800 SF) w AR A, w w w v iI w w w w w w w w w w w d w N (N) CONC. CURB wwww w W W W I W w w w w w w cc)r w w w w w w w R I I w w w w w w w w w w w w w w it I w w SEED EXISTING AREA w w w w w w w w w w EX6TIN6 WAFER FIE IN w w o w ww w w w w POwINP FOR METER CAST w�� w w - ExISTINc 15' UTILITY�RED�EASMENTN 89°22'50"W 75.00'5' SIDEWALK N 02°15'08" E 86.17' — ----- EXISTING STORM PIPE EXISTING GAS LINE EXISTING INLET-- N -- n ■ RIM ELEV - 321.01 EXISTING 37FT WIDE CENTER LINE REMINGTCN COVE 60R/W F/LELEV-315.0 I I CONCRETE APRON j I EXISTING SEWER LINE — Ak M — -- EXISTING WATER LINE LOT 6 EPA-TALLEY ROAD ADDITION ZONED PID NORTH OVERALL SITE LAYOUT PLAN SCALE: 1"=20' ,. 'M l ..._' r li A LOT 5 EPA-TALLEY ROAD ADDITION ZONED PID SITE PLAN NOTES DEVELOMENT: CURRENT ZONING: PROPERTY AREA: PROPERTY ADDRESS: SETBACKS: - FRONT SETBACK: - SIDE SETBACK: - REAR SETBACK: EPA - TALLEY ROAD ADDITION 1-1 50,300 SQ. FT. / 1.156 ACRES 2 REMINGTON COVE, LITTLE ROCK, AR. 70 FEET 30 FEET 40 FEET (VARIANCE REQ'D) ACTUAL BUILDING AREA: 8,010 SQ. FT. PARKING REQUIRED: WAREHOUSE (1 / 2000 + 5) = 4935 / 2000 = 2.46 + 5 = 7.46 8 SPACES OFFICE (1 / 400) = 3075 / 400 = 7.69 8 SPACES PARKING PROVIDED: 16 SPACES CALL BEFORE YOU n DIG - DRILL - BLAST 1-800-482-8998 (TOLL FREE) ARKANSAS ONE CALL SYSTEM, INC. THE UTILITIES AS SHOWN ON THIS DRAWING WERE DEVELOPED FROM THE INFORMATION AVAILABLE, THIS IS NOT IMPLIED NOR INTENDED TO BE THE COMPLETE INVENTORY OF UTILITIES IN THIS AREA. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES (WHETHER SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM ANY DAMAGE. LEGEND — — — — BOUNDARY LINE — EXISTING POWER POLE ® — EXISTING SANITARY SEWER MANHOLE e — EXISTING WATER VALVE — EXISTING WATER METER s — OVERHEAD POWER LINE W — UNDERGROUND WATER LINE G — EXISTING GAS LINE (E) — EXISTING (N) — NEW FLOOD PLAIN STATEMENT: NO PORTION OF THE PROPERTY SHOWN IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 05119C0434G, PUBLISH BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED JULY 6, 2015 LANDSCAPING: LANDSCAPING IS THE RESPONSIBILITY OF OTHERS. FINAL LANDSCAPING PLAN IS TO BE PROVIDED BY A LANDSCAPE ARCHITECT TO CONFORM TO THE CITY OF LITTLE ROCKS REQUIREMENTS. NOTES: ALL STREETS, WALKS, DRIVES, DRAINAGE STRUCTURES, FENCES, UTILITIES, ETC THAT ARE DISTRIBUTED INSIDE OR OUTSIDE THE PROPERTY LINE SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER AT THE CONTRACTORS EXPENSE. CAUTION EXISTING SITE UTILITIES: INFO WAS NOT FIELD VERIFIED. INFO WAS TAKEN FROM DRAWING AND LIMITED MARKING ON THE GROUND. s BEARINGS ARE BASED ON ARKANSAS STATE PLANE GRID NORTH DERIVED FROM GPS OBSERVATIONS. 0 20 40 60 iff E91 ENGINEERING EXCELLENCE Heritage Engineering PLLC P.O. BOX 505 Benton, Arkansas 72018 (501)939-2303 FAX(501)939-2016 z Z 00 Z O W J j W U O L=! a O W Z o w O Q O LLIJ L 9 () L w w O > O z ul W W HE JOB NO.: 2019-198 FILE NAME: PLOT SCALE: 1 :20 ISSUE DATE 1: 19 AUG 2019 ISSUE DATE 2 5 $E ?t' 2610 ISSUE DATE 3: WARNING 0 1/2 1 IF THIS BAR BAR DOES � MEASURE I" THEN DRAWING HAS BEEN REDUCED AND IS NOT TO SCALE SCALE: DESIGNED BY: EAW DRAWN BY: EAW CHECKED BY: EAW SHEET No. C 2 O COPYRIGHT HERITAGE ENGINEERING PLLC 2019