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HomeMy WebLinkAboutZ-7297 Map 6NOTES: 1000� 4 jLLL_4= L—LY, i -. 1 112 11 1 -1 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. 0 3:: 1 11 1 Ld 00 Sq. Fto 1,10 V) Is 8 8'0 0'0 7 0 50.20 z 0 L� Li METAL BLDG MOVABLE 44 5' JI LLJ 7 PARKIN G SPA ES rK 10' 20' - 8 o' !1 8 0, 'q 0, Do, CONC. 97.0' �l PORCH - AREA ___211 _0 - -------- Ln 0 PA KI DO Z G SPACE < 1 0' -C) > 0 CONCRETE PAVING SIGN S 89*08'01 W S 1 j�" U v E R � I E,4 D S 87'57'44" W 28.29' L L PO�'/ER I M.3 E -- ----- NAIL IN RPOLE EXISTING CURB INLET 1x6 CEDAR W1 3/8" GAP 2x4 TREATED RUNNERS SIMPSON CONNECTOR AT EACH POST AND RUNNER VICINITY MAP SCALE: 0 3Com SPACES PAWWmd S4~ 203.77' —&UW n±—w son (1 SPACE PER 300 S�F.) 17 — 291 PARKING SPACES 08 — 9' X 20' PARKING SPACES 02 — 8' X 20' HC PARKING SPACES 2 9 CD 1 J11111111 q End View Z GENERAL SPECIFICATIONS < IrLc) APE B[IFFEP > CD 0 REAR 41PFM: 112= Tr*"=?.,tI= IOU*. 81 OPAGUE 2zl 2 FAPA Yap� 7, OPAGUE SCREENING SCREENING 4 PA KING =.7LEDL y rTE BLACK ARCUND AC AREA DUMPSTER A A 1 6.0' SP ES 9' L a, x 17 Pylon Sign x 20' gt�ALE III VI .0 AMP& A L CONCRETE L PAVING CD C G CD I < 4 PA,'KING I T 01 - SP CES C6 C/)! 9' 2o' C FAMILY DOLLAR 0 3:: 1 11 1 Ld 00 Sq. Fto 1,10 V) Is 8 8'0 0'0 7 0 50.20 z 0 L� Li METAL BLDG MOVABLE 44 5' JI LLJ 7 PARKIN G SPA ES rK 10' 20' - 8 o' !1 8 0, 'q 0, Do, CONC. 97.0' �l PORCH - AREA ___211 _0 - -------- Ln 0 PA KI DO Z G SPACE < 1 0' -C) > 0 CONCRETE PAVING SIGN S 89*08'01 W S 1 j�" U v E R � I E,4 D S 87'57'44" W 28.29' L L PO�'/ER I M.3 E -- ----- NAIL IN RPOLE EXISTING CURB INLET 1x6 CEDAR W1 3/8" GAP 2x4 TREATED RUNNERS SIMPSON CONNECTOR AT EACH POST AND RUNNER VICINITY MAP SCALE: 0 3Com SIGN DETAIL --It I I I 1 11 1 "4 � 1 1 - 11 1 1 L I I _J 1 12" DIAM, FOOTING -712" 8._OII __T DAM. 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 16-1 W 12 2 'A 1 METAL CAP ON POST (TYPICAL) 2 SCREWS EA. AT RUNNERS NDRTH GRAPHIC SCALE: 20 0 20 40 LEGEND EXISTING TREE & SHRUB LINE (TO BE REMOVED) EXISTING TREE (TO BE REMOVED) EXISTING POWER POLE EXISTING OVERHEAD ELECTRIC T EXISTING TELEPHONE LINE & BOX EXISTING TELEPHONE PEDESTAL EXISTING MANHOLE SSNH 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 PAWWmd S4~ lil 12'1ALurdnaW —&UW n±—w son (1 SPACE PER 300 S�F.) 17 — 291 PARKING SPACES 08 — 9' X 20' PARKING SPACES 02 — 8' X 20' HC PARKING SPACES 2 9 1 J11111111 q End View GENERAL SPECIFICATIONS rZF96712JQHCM�W�by 41PFM: 112= Tr*"=?.,tI= IOU*. FAPA Yap� =.7LEDL y rTE BLACK 4 MITE a, x 17 Pylon Sign SQUARE FW 96.9 gt�ALE III VI .0 AMP& 3A�66& SIGN DETAIL --It I I I 1 11 1 "4 � 1 1 - 11 1 1 L I I _J 1 12" DIAM, FOOTING -712" 8._OII __T DAM. 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 16-1 W 12 2 'A 1 METAL CAP ON POST (TYPICAL) 2 SCREWS EA. AT RUNNERS NDRTH GRAPHIC SCALE: 20 0 20 40 LEGEND EXISTING TREE & SHRUB LINE (TO BE REMOVED) EXISTING TREE (TO BE REMOVED) EXISTING POWER POLE EXISTING OVERHEAD ELECTRIC T EXISTING TELEPHONE LINE & BOX EXISTING TELEPHONE PEDESTAL EXISTING MANHOLE SSNH 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 20' HC PARKING SPACES VAN ACCESSIBLE 27 — TOTAL PARKING SPACES PROVIDED LANDSCAPING STREET BUFFER 6 TREES REQUIRED 6 TREES PROVIDED INTERIOR LANDSCAPE 3 TREES REQUIRED 2 1/2" DIAM. GALV. PIPE (1 TREE PER 12 PARKING SPACES) 8, O.C. 4 TREES PROVIDED 880.18 S.F. REQUIRED (8% OF TOTAL PARKING AREA) 1,227.91 S.F. PROVIDED — B .. CRIMSON RED FLAT TRIM PANEL DUI PARAPET /-6" WHITE VINYL NUMBER3 16" SQUARE, 4COW METAL HALIDE FIXTURE ON SWIVEL BRACKET, PHOTO CELL CONTROLLED, AS —5010, MANUF. BY RUUD, MODEL #CF3440-M OR EQUAL , TYP, TWO PLACES I MANUFACTURER'S STANDARD COLORS IS I! I, TBM 323.3' T _-I- FIRE HYD, I E[_� Pl-ul\,E - 7 EXISTING CURB INLET LXISTINC T T 4. 4'-B' 1 4'"' 11 4-8' 1 4-8- 41-81 1 15" RCP STORM SLWER L 15" RCP STORM SEWER CONCRETE SIDEWALK W/ADA, RAMPS 1934 > PROPOSED CURB LINE AS STAKED AHTD S S SSMH CMU -4— 6" DOWN S S -1-'N TARY S SPOUTS THIS AREA IS UNDER CONSTRUCTION i -I! J, I I W CONCRETE SIDEWALK W/ADA RAMPS S A G� W y 31-2. T -2 - EXIST 4" THICK CONCRETE SIDEWALK x 8'-0" WIDE VERIFY LOCATION OF ARKANSAS STATE HWY #5 OR DBOV E_ 161-01— 61-01 6-0' 16-10' 6-0' 61-01 51-0161-011 HANDICAP RAMP NTH FLOOR PLAN AND SITE DRAWINGS EXISTING ASPKALT 23.4' 6" DIA. PIPE BOULARDS 0 6' D.C. PAINTED FILLED r ING SURVACE OMMISSIOM DRIV 23.4' __�_ASHER AVENUE R/W VARIES 1/4" GLASS IN CLEAR ANODIZED ALUMINUM FRAME (TYPICAL) PROVIDE GRAY TINTED NTH 3000 PSI CONCRETE (TYP.) LOTLE ROCK PLAM, NIDITIONS SOLAR GLASS (EXT. SIDE) IF ELEVATION FACES SOUTH OR WEST - CLEAR IF NORTH A_PPR�CWEQ. SUBJECTTOTHEC(i OR EAST. IF CODE REQUIRES INSULATED GLASS. PROVIDE 3/4" CRASH BAR OUTSIDE STOREFRONT ONLY, ALUM, AR IN THC PLANNING CC.��p.OISSIiON 1 1/4- SQ., 21- AFF AS NOTFD " 1-- i Jii� T�7@ DATED__!�� FRONT ELEVATION , �41� W -Z - SCALE: 1" 10' @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 a 0 o *EE' Z 0 04 U 0 >11 0 00 Joe Crews A rchitc c t 0 0 0 0 Architecture Interiors Planning Accessibility Specialist 0 0 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: DR.W. Date: 14 OCT. 2002 SCALE: 1'=20' JOB NO.1 021002AR Sheet Title: Drawing No. C 1