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Home My WebLink AboutZ-7297 Map 3NOTES: 1 GENERAL CONTRACTOR AND/OR DEVELOPER TO PROVIDE AN AS—BUILT SURVEY TO FAMILY DOLLAR STORES UPON COMPLETION OF STORE CONSTRUCTION. 2) ALL SITE LIGHTING MUST BE LOW LEVEL AND DIRECTED AWAY FROM RESIDENTIALLY ZONED PROPERTY. F I J LLJ U z L'J L� LLJ CD .n L�j W 203.77' Z < z > ED 0� PE BU FFER - – – – – – – – – – – – – C� 20.0' 81 24 �0 —71 OPAGUE 8' OPAGUE SCREENING SCREENING PA K G AROUND AC AREA DUMPSTER AREA- SP E If "T�F� M 6.0' ID 9 X 2 2 8J3' 1 W� AC AREA o Of CONCRETE '711111111111 1 PAVING InZ FF 0- Z :5 < CN F" 4 PA KING F �Ij I Lij I '_� I I � I 1.11 C� 0 L'i U C) z L'J LLJ Llf L L L 2: a 5 LJ LLJ LJ C) Lu U 1 Z , EL_ 4 L< In 0 7 PARKI G SPA 10' x 20' 0 - �Di 97.0' — - – – – – – SP CES 02 O� C) IF 6 001 1 u) 20' 0 C`4 I WEDBED wi 0 ' FAMILY DOLLAR, TO BE �FIVF_ Q E FENCE P TI T' 89000 -Sq. Ft. =77-71 --- S 88'00 07 W 50.20' I J 0 25.0' METAL BLDG I MOVABLE 44.3' 1 /I I 8. 0, a. 0, 1 CONIC PORCH AREA 8.01 28.0 -77-- - W CD C61 0- Z 0 PA KI IG �ACE < I I IX 0 Ln CD 9 (N 11 CONCRETE PAVING :T F< EXISTING SIGN S 89*08'01" W OVERHEAD --§7'57'44" W �28.29' L F E POWER .3 E NAIL IN P.PDLE EXISTING CURB INLET EXISTING TBM 323.3' FIRE HYD. TELEPHONE EXISTING CURB INLET EXISTING T — E < - D 0 1�2_ 1x6 CEDAR W/ 3/8" GAP 2x4 TREATED RUNNERS SIMPSON CONNECTOR AT EACH POST AND RUNNER VICINITY MAP SCALE: �E=EE�39= OVERHEAD ELECTRIC i FW&I S~ S'x 12'UkankaW Py1w Stn 4 "I -� I MANHOLE SSMH 2r S EXISTING SANITARY SEWER LINE rK 20 OAK T,, , To 8E 8' 'EV FIRE HYDRANT REMOVED WATER INE EXISTING 211' EXISTING FENCE CONIC PORCH AREA 8.01 28.0 -77-- - W CD C61 0- Z 0 PA KI IG �ACE < I I IX 0 Ln CD 9 (N 11 CONCRETE PAVING :T F< EXISTING SIGN S 89*08'01" W OVERHEAD --§7'57'44" W �28.29' L F E POWER .3 E NAIL IN P.PDLE EXISTING CURB INLET EXISTING TBM 323.3' FIRE HYD. TELEPHONE EXISTING CURB INLET EXISTING T — E < - D 0 1�2_ 1x6 CEDAR W/ 3/8" GAP 2x4 TREATED RUNNERS SIMPSON CONNECTOR AT EACH POST AND RUNNER VICINITY MAP SCALE: �E=EE�39= SIGN DETAIL L _J 12" DIAM. FOOTING 12" DIAM. FENCE DETAIL SIGN PROVIDED AND INSTALLED BY FAMILY DOLLAR. SIGN COMPANY IS RESPONSIBLE FOR CONNECTION OF SIGN TO JUNCTION BOX PROVIDED BY G.C. METAL CAP FLASHING METAL PARAPET COLOR SELECTED FROM METAL BUILDING MANUFACTURER'S STANDARD COLORS 16-1 Ifi' METAL CAP ON POST (TYPICAL) NORTH GR,�P-IC SCALE: I I 20 0 20 40 LEGEND (TO BE REMOVED) EXISTING TREE SHRUB LINE - EXISTING TREE (TO BE REMOVED) EXISTING POWER POLE EXISTING OVERHEAD ELECTRIC i FW&I S~ S'x 12'UkankaW Py1w Stn 4 I Z-10, 14' MANHOLE SSMH 2r S EXISTING SANITARY SEWER LINE EXISTING FIRE HYDRANT EXISTING WATER INE EXISTING 211' EXISTING FENCE NEW LANDSCAPING (TREE) NEW LANDSCAPING End View ZI& TVP GENERAL SPECIFICATIONS STAKED AHTD 15" RCP STORM SEWER CONCRETE SIDE�ALK W/AD RAMPS _-4) I 1 I (31216612 WIIAA W., 11�IIm,a kh I 11� � a � d � d � ^I cmv�U.L �dwMUL iI P:F 177 -U. FM 8�tffl EXISTING PROPOSED CURB LINE AS hqd ft -MMS S S SSMH CMU RMVY DI SI 7 4EWDI 1 8' x I Z Pylon SiGn SQUARE F!F 91 SCALE 114*z 1%0' 0 AMPS I�OZLEN IAAIIwikkk*44"k� SANITARY S ""'CONCRETE SIGN DETAIL L _J 12" DIAM. FOOTING 12" DIAM. FENCE DETAIL SIGN PROVIDED AND INSTALLED BY FAMILY DOLLAR. SIGN COMPANY IS RESPONSIBLE FOR CONNECTION OF SIGN TO JUNCTION BOX PROVIDED BY G.C. METAL CAP FLASHING METAL PARAPET COLOR SELECTED FROM METAL BUILDING MANUFACTURER'S STANDARD COLORS 16-1 Ifi' METAL CAP ON POST (TYPICAL) NORTH GR,�P-IC SCALE: I I 20 0 20 40 LEGEND (TO BE REMOVED) EXISTING TREE SHRUB LINE - EXISTING TREE (TO BE REMOVED) EXISTING POWER POLE EXISTING OVERHEAD ELECTRIC EXISTING TELEPHONE LINE & BOX EXISTING TELEPHONE PEDESTAL EXISTING MANHOLE SSMH 17 - S EXISTING SANITARY SEWER LINE EXISTING FIRE HYDRANT EXISTING WATER INE EXISTING STORM DRAIN EXISTING FENCE NEW LANDSCAPING (TREE) NEW LANDSCAPING (SHRUB) NEW 8' OPAQUE SCREENING FENCE PARKING SPACES 26 - 9' X 20' PARKING SPACES REQUIRED (1 SPACE PER 300 S.F.) 17 - 10' X 20' PARKING SPACES 08 - 9' X 20' PARKING SPACES 02 - 8' X 2 1 HC PARKING SPACES T VAN ACCESSIBLE 27 TOTAL PARKING SPACES PROVIDED LANDSCAPING 2 SCREWS EA. STREET BUFFER AT RUNNERS 6 TREES REQUIRED 6 TREES PROVIDED INTERIOR LANDSCAPE 3 TREES REQUIRED 2 1/2" DIAM. (1 TREE PER 12 PARKING SPACES) GALV. PIPE 8' O.C. 4 TREES PROVIDED 880.18 S.F. REQUIRED (8% OF TOTAL PARKING AREA) 1,227.91 S.F. PROVIDED 8" CRIMSON RED FLAT TRIM PANEL /,,--6" WHITE VINYL NUMBERS 16" SQUARE, 40OW METAL HALIDE FIXTURE ON DI GUT PARAPET SWIVEL BRACKET, PHOTO CELL CONTROLLED, AS 16-1 �j- MANUF. BY RUUD, MODEL #CF3440–M OR EQUAL, TYP. TWO PLACES STORM DRAIN---_- 15" RCP STORM SEWER 't T STAKED AHTD 15" RCP STORM SEWER CONCRETE SIDE�ALK W/AD RAMPS _-4) I 1934 EXISTING PROPOSED CURB LINE AS —S S S S S SSMH CMU 1 -4— 6" DOWN SANITARY S ""'CONCRETE S THIS AREA IS UNDER CONST RUCTION IT I I -L-, 6 SPOUTS SEWER SIDEWALK W/ADA RAMPS W W _T 7F :FA 4 EXiSTING W 'W 'A 1 WATERLINE ARKANSAS STATE HWY #5 OR EXISTING ASPHALT DBIVINC, -'NRVACE_ 3'-R' FT 1 4" THICK CONCRETE SIDEWALK x 8'-0" WIDE VERIFY LOCATION OF HANDICAP RAMP WITH FLOOR PLAN AND SITE DRAWINGS 1 1 EXISTING ASPHALT DRIVING SURVACE ASHER AVENUE R/W VARIES 23.4' 1/4- ANODIZED ALUMINUM FRAME PROVIDE GRAY TINTED 6-0' 6-0' 6-0' 61-V 6" DIA. PIPE BOLLARDS 0 6' D.C. PAINTED FILLED WTH 3000 PSI CONCRETE (TYP.) 23.4' GLASS IN CLEAR (TYPICAL) SOLAR GLASS (EXT. SIDE) IF ELEVATION FACES SOUTH OR WEST – CLEAR IF NORTH OR EAST, IF CODE REQUIRES INSULATED GLASS, PRO"DE 3/4" _J CRASH BAR OUTSIDE STOREFRONT ONLY, ALUM. AR 1 1/4" SQ., 21" AFF FRONT ELEVATION @2002 Joe Crews Architects All Rights Reserved, All materials embodied herein constitute an original work by the Architect; the Architect owns all copyrights herein. The viewer may not reproduce, display or distribute this work or prepare derivative works based on this work without the express written consent of the copyright owner, 0 0 0 0 coo ;M4 U 0 00 0 0 In 00 Joe Crews Architect Architecture Interiors Planning Accessibility Specialist Route 2 Box 327 JB Texarkana, Texas 75501 T. 903.793.6361 F. 903-793-3609 email: crews@txk.net Architects Seal Project No. 2211 Drawn BY: D.R.\W. Datel 14 OCr. 2002 SCALEt 1'=20' JOB NO.: 021002AR Sheet Tit(e: Drawing No, C1