2025 8 11 Work Session Packet website
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C1 C2 L5 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 1 2 3 4 5 6 7 8 9 10 13 14 16 18 19 20 2122 23 2425 26 27 28 40 41 42 54 60 61 626364 65 66 67 68 69 70 11 12 15 17 29 30 31 SCALE: 1" = ' 020'40'60' 20 Know what'sbelow. before you dig.Call R FLOODPLAIN FLOODWAY PROPERTY LINE PEDESTRIAN LIGHT; TYP. OF (8). SEE SITE ELECTRICAL FOR DETAILS EXISTING SITE WALLS EXISTING FLAGPOLE MEET FLUSH WITH EXISTING CONC. EXISTING LIGHT POLE TO REMAIN C1.01 1" = 20' 05/22/2025 23131 LAYOUT PLAN CITY OF ATHENS 1102 OLD ENGLEWOOD ROAD ATHENS TN HERITAGE PARK ADA IMPROVEMENTS ... ... ... ... ... ... ... ... ... ... KT MB CONTRACTOR TO MEET FLUSH WITH EXISTING PARKING LOT PAVEMENT. VERIFY LIMITS WITH C0.04 R8' R8' CL 4' 4' R25' CONTRACTOR TO RESTRIPE PARKING LOT. SEE 8/C4.00 FOR LAYOUT 8' LAYOUT NOTES: 1.SEE SHEET C0.01 FOR GENERAL NOTES. 2.INSTALL JOINTS WHERE SHOWN TO ALIGN TO WALLS, BUILDINGS, RADII, ETC. EVENLY SPACE BETWEEN ELEMENTS AS SHOWN. PROVIDE EXPANSION JOINTS BETWEEN CONCRETE PAVEMENT AND VERTICAL ELEMENTS (WALL, CURBS, ETC.). ALL JOINTS TO BE STRAIGHT AND TRUE. 3.LAYOUT ALL CURVES SMOOTHLY WITH NO ABRUPT CHANGES AT TANGENT POINTS. 4.ALL CURBS ARE DIMENSIONED TO THE FACE OF CURB. 5.CONTRACTOR TO TAKE ALL PRECAUTIONS TO FIND AND AVOID SITE UTILITIES. ALL UTILITIES ARE NOT SHOWN ON DRAWING. VERIFY LOCATIONS AND CONSIDER SUCH WHEN ESTIMATING. 6.ALL PAVEMENT MARKING AND TRAFFIC CONTROL DEVICES SHALL BE INSTALLED PER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). LATEST EDITION. 7.ALL PAVEMENT MARKINGS TO BE THERMOPLASTIC, UNLESS OTHERWISE NOTED. 8.ALL ANGLES ARE 90° UNLESS NOTED OTHERWISE. 9.ALL RADII ARE 5' UNLESS NOTED OTHERWISE. HATCH LEGEND: ASPHALT - HEAVY DUTY (2/C4.00) CONCRETE PAVEMENT - LIGHT DUTY (1/C4.00) ASPHALT - LIGHT DUTY (2/C4.00) PIP SURFACING (2/C4.04) CONCRETE PAVEMENT - HEAVY DUTY (1/C4.00) R10' R20' OLD ENGLEWOOD ROAD BIORETENTION POND FOOTPRINT. SEE L1.00 FOR PLANTING LAYOUT 1 C4.00 CONCRETE PAVEMENT LIGHT DUTY 6 C4.00 CONCRETE TURNDOWN ALONG ASPHALT 2 C4.00 ASPHALT PAVEMENT LIGHT DUTY 4 C4.00 SIDEWALK DRAIN TYP. OF (3) 5 C4.00 FLUSH CURB 1 C4.02 ASPHALT WALKING TRAIL 4 C4.02 ADA PARKING SIGN TYP. OF 2 3 C4.00 POST CURB 6 C4.00 CONCRETE TURNDOWN ALONG PARKING 1 C4.00 CONCRETE PAVEMENT HEAVY DUTY 8 C4.00 PARKING LAYOUT (DIAGRAMMATIC) 2 C4.02 TIMBER GUARDRAIL 9 C4.00 SIDEWALK RAMP 1 C4.04 PLAYGROUND EQUIPMENT LAYOUT R18' 30' STREAM BUFFER, TYP. K:\2023\23131_Heritage_Park_ADA\CAD\01_SHEETS\23131_C100_SITE_SERIES.dwg - Printed on 2025-06-25 at 11:03:04 AM. DATEDESCRIPTIONNO. THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED, AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION. PROJECT NO.DATE DRAWN BY CHECKED BY SHEET NO. SCALE SHEET TITLE SUBMITTALS / REVISIONS CONSTRUCTION DOCUMENTS 05/22/2025ISSUED TO BID 8' 8' 10' R15' 8' R8' R8' 8'8' R15' R19'-6" R14'-6" R19'-6" MEET FLUSH WITH EXISTING CONC. 4 C4.00 SIDEWALK DRAIN DETAIL TAG: COORDINATE POINT: XXX DESCRIPTION/ DETAIL# SHEET# COORDINATE LIST PROVIDED ON POINT TABLES, C1.00 4 C4.00 SIDEWALK DRAIN TYP. OF (2) 4 C4.00 SIDEWALK DRAIN TYP. OF (3) R19'-6" LIMIT OF DISTURBANCE 11 C4.00 SIDEWALK DRAIN @ ASPHALT TYP. OF 3 POURED IN PLACE SURFACING BY OTHERS. SEE 1/C4.04 3 C4.03 BENCH TYP. OF 6 BIORETENTION POND FOOTPRINT. SEE L1.00 FOR PLANTING LAYOUT 2 C4.03 WASTE RECEPTACLE 1 C4.03 BIKE RACK 4 C4.03 WATER FOUNTAIN 39