Loading...
A-101 - SITE PLANX XXXXXXX 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 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 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 X X X X X X XXXXXXXXX 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 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 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 X X X X X GENERAL NOTES: 1. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND REPORT AND DISCREPANCIES WITH THE DRAWINGS TO THE ARCHITECT PRIOR TO THE BEGINNING OF CONSTRUCTIONAL GRADES ARE APPROXIMATE, VERIFY IN FIELD 2. REMOVE TOP SOIL AND ORGANIC MATERIAL FROM THE BUILDING SITE, STOCK PILE IT IF POSSIBLE FOR USE IN FINAL GRADING. 3. ALL PLANTS, TREES AND HARDSCAPING TO REMAIN UNLESS OTHERWISE NOTED. PROTECT FROM DAMAGE DURING CONSTRUCTION. REPLACE AS REQUIRED 4. ANY FILL UNDER GRADE SUPPORTED CONCRETE SLABS TO BE 4" MIN. GRAVEL, COMPACTED TO 95%. 5. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL, STEPPED AS TO MAINTAIN THE REQUIRED DEPTH BELOW FINISH GRADE. 6. CONCRETE SLABS TO BE 4", 3,000 P.S.I. AT 28 DAYS WI TH CONTROL JOINTS AT 10' O.C. (MAX.) EA WAY. PROVIDE 3/4" TOOLED JOINTS AT 5'-0" O.C. IN CONCRETE SIDEWALKS. 7. FINISH GRADES ARE TO REMAIN AT LEAST 8" BELOW EXTERIOR FINISHES. 8. PRIOR TO CERTIFICATE OF OCCUPANCY, REPLACE ANY DAMAGED EXISTING HARDSCAPING (ASPHALT, CONCRETE, CURBS, ETC.) AS REQUIRED 9. PROVIDE SECURE BICYCLE PARKING IN CLOSE PROXIMITY TO BUILDING ENTRANCES MEETING ADA REQUIREMENTS. THESE FACILITIES SHALL NOT OBSTRUCT PEDESTRIAN WALKWAYS, PUBLIC SIDEWALKS, OR BUILDING ENTRANCE. EACH CONSTRUCTED FACILITY SHALL SUPPORT THE BICYCLE AND ALLOW THE OWNER OF, TO LOCK FRAME AND FRONT WHEEL WITH ONE LOCK. SITE ANALYSIS: SITE CHARACTERISTICS ZONING DISTRICT: O -T LOT AREA: 0.33 ACRES BUILDING AREA: 1,475 SQ FT OPENSPACE: 12,145 SQ FT PARKING STALLS: (REFER TO CODE SECTION) CALCULATION: 1/1000 SQ FT = 3 STALLS REQUIRED STANDARD STALLS: 2 REQUIRED ADA STALLS: 1 PROVIDED STANDARD STALLS: 2 PROVIDED ADA STALLS: 1 8' - 0" 18 ' - 0 " 8' - 0 " 8' - 0 " 17 6 7 20' - 0" 3' - 6" 5' - 0" 19' - 0" 25' - 0" 5' - 0" 34 ' - 3 " 1' - 6 " 67 ' - 3 " 6 12' - 0" 8' - 0" 18 18 18 10 2 23 18 17 17 24 25 26 1' - 6" 27 1 22 8 8 8 8 9 10 11 12 12 12 13 12 14 15 16 19 19 20 20 GRASS TO REMAIN GRASS TO REMAIN 21 20 2 2 11 LICENSED ARCHITECT AR 985592 JEREMY PUTMAN STATE OF IDAHO CL I E N T : JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC DRAWN BY 05.15.18 18077 1S T P L A C E R E A L T Y T I 34 2 N 3 R D S T ME R I D I A N , I D 8 3 6 4 2 A-101 GA R R E T L O N G S T R E E T SITE PLAN DJL 1" = 10'-0" 1 Site Plan 1" = 10'-0" 2 Site - Existing / Demo SITE PLAN NOTES # Note 17 PRECAST WHEELSTOP 18 ASPHALT 19 REMOVE EXSTING SHRUBS IN THEIR ENTIRETY 20 EXISTING TREES TO REMAIN. PROTECT DURING CONSTRUCTION 21 EXISTING PRESSURIZED IRRIGATION SYSTEM TO REMAIN 22 FENCE TO BE REMOVED 23 NEW CONCRETE SIDEWALK W/ MAX 2% CROSS SLOPE IN ANY DIRECTION 24 EXISTING SIDEWALK, CURB AND GUTTER COMPLIANT FOR CURRENT JURISDICTION 25 BIKE RACK 26 3'-6" LANDSCAPE BUFFER 27 5'-0" LANDSCAPE BUFFER SITE PLAN NOTES # Note 1 REMOVE EXSTING CONCRETE SIDEWALK. REPLACE WITH SOD 6 STRIPING 7 ACCESSIBLE PARKING SYMBOL 8 EXISTING FENCE TO REMAIN 9 EXISTING GATE TO REMAIN 10 EXISTING TRASH BIN TO BE RELOCATED 11 EXISTING SIDEWALK TO REMAIN 12 EXISTING CONCRETE PAD TO REMAIN 13 EXISTING CMU STORAGE BUILDING TO REMAIN 14 EXISTING ELECTRICAL METER TO REMAIN 15 EXISTING A/C TO REMAIN 16 EXISTING GAS METER TO REMAIN 1 1 1 NO. DESCRIPTION DATE A CLIENT REVIEW 04.03.18 1 CITY COMMENTS 05.03.18 2 OWNER CHANGES 05.15.18 2