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A1.11 SITE PLANSheet No. Project No. Client Approval: Design Phase: Document Phase: Architect Stamp Issue Date: Drawn By: Checked By: Revision ID ChID Issue Name Date 02 03 - WIP 02 04 ADDENDUM 03 Not in Issue 7/27/2018 Work in Progress AS JD SITE PLAN A1.11 COPYRIGHT © 2018 SLICHTER|UGRIN ARCHITECTURE JULY 2018 18048 2720 W CHERRY LN MERIDIAN ID 83642 VISION QUEST MEDICAL CENTER THIS DRAWING DEPICTS IDEAS, DESIGNS, PLANS, AND DETAILS WHICH ARE PROPRIETARY TO SLICHTER|UGRIN ARCHITECTURE. THEY WERE CREATED, DESIGNED, AND DEVELOPED FOR USE SOLELY IN CONNECTION WITH THE PROJECT SHOWN ON THIS DRAWING AND MAY BE USED ONLY WITH THE PERMISSION OF SLICHTER|UGRIN ARCHITECTURE. NO TRANSFER OF ANY RIGHTS THERETO IS INTENDED OR GRANTED BY DELIVERY HEREOF, AND EXCEPT UPON THE WRITTEN PERMISSION OF SLICHTER|UGRIN ARCHITECTURE. THIS DRAWING IS NOT TO BE DISCLOSED IN ANY WAY FOR PROJECTS OTHER THAN THE SPECIFIED PROJECT. BID/PERMIT SET Print Date: Thursday, October 31, 2019 SEPT. 30 2019 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 22'-3" *46'-4" *46'-9" 18'-0" 6'-0" 4'-0" 8'-4" 46'-8" 21'-8" 6'-0" 6'-0" 12'-0" 24'-0" 4'-0" 4'-0" 4'-0" 25'-0" VISION QUEST MEDICAL CENTER (E) T.E. PATIO 2720 W CHERRY LANE 5,580 SQFT F.F. = 100'-0" T 1'-0" 2 1/2" 042200.C 6 A1.11 6 A1.11 4 A1.11 3" CLEAR 11" #5 DOWEL FOR PRECAST CAP @ 48" OC MAX, EMBED 4" SET IN EPOXY COORDINATE FOR PRECAST LAYOUT. DOWELS TO MATCH & LAP WAL REINFORCING. #4 X 16" ┌ 24" @ 16" OC VERT. WALL REINFORCING TO MATCH FOOTING. SOLID GROUT ALL CELLS. (2) #5 HORZ. @ 48" O.C. 3'-0" WIDE X 12" DEEP X CONT. W/ #5 @ 32" O.C. TRANZ. HORZ. & (6) #5 CONT. TOP & BOTTOM. 104'-0" T/O MW 100'-0" T/O FF LAP LAP TYPICAL VERTICAL REINFORCING @ (3) CELLS SHOWN #5 CORNER BARS, ALIGN W/ TYPICAL HORIZANTAL REINFORCING NOTE: AT CMU JOINT REINF., PROVIDE PREFAB CORNER REINFORCING 4'-11" 3'-6" 21'-10" D A1.11 A A1.11 C A1.11 B A1.11 TYP. 6 A1.11 SITE PLAN LEGEND LANDSCAPE EXISTING CONCRETE NEW CONCRETE SIDEWALK/PATIO 2X Ø .25" X 12.75" ANCHOR RODS 2.38 47" KEYED/REFERENCE NOTES: KEYED NOTES: 2.01 EXISTING ASPHALT PARKING, STRIPING, AND CONCRETE SIDEWALK TO REMAIN. PROTECT FROM DAMAGE DURING CONSTRUCTION. 2.02 EXISTING POLE LIGHTS TO REMAIN. REFERENCE ELECTRICAL DRAWINGS FOR NEW REQUIRMENTS. 2.03 EXISTING TRASH ENCLOSURE TO REMAIN. 2.04 EXISTING PAD MOUNTED TRANSFORMER. COORDINATE WITH ELECTRICAL DRAWINGS 32.01 NEW 4" CONCRETE SIDWALK PER ISPWC.SD-709 32.02 NEW LANDSCAPING. COORDINATE WITH LANDSCAPE DRAWINGS. 32.03 NEW BIKE RACKS REFERENCE DETAIL REFERENCE NOTES: 03 CONCRETE: 033000.A CAST-IN-PLACE CONCRETE 033000.B CAST-IN-PLACE CONCRETE FLATWORK 034500.B PRECAST CONCRETE WALL CAP 04 MASONRY: 042200.A CONCRETE UNIT MASONRY 042200.B STANDARD MASONRY UNIT 042200.C SPLIT-FACE UNIT MASONRY 042613.A BRICK MASONRY VENEER 04 SCALE: 1" = 20' 1 SITE PLAN SCALE: 3" = 1'-0" 4 PRECAST CAP DETAIL SCALE: 1/4" = 1'-0" D EAST ELEVATION SCALE: 1/4" = 1'-0" A NORTH ELEV. SCALE: 1/4" = 1'-0" C WEST ELEVATION SCALE: 1/4" = 1'-0" B SOUTH ELEV. SCALE: 1" = 1'-0" 6 MECHANICAL SCREEN WALL SCALE: 1" = 1'-0" 3 TYPICAL CMU CORNER DETAIL SCALE: 1/4" = 1'-0" 5 MECH. SCREEN PLAN SCALE: 1" =100' 7 OVERAL SITE PLAN SCALE: 3" = 1'-0" 2 BICYCLE RACK DETAIL 033000.B 042613.A 042200.A 034500.B 042613.A 042613.A 042200.A 042200.B 033000.A 32.01 034500.B 034500.B 034500.B 32.03 2.01 2.02 2.02 32.01 2.01 2.03 2.04 32.01 32.02 042613.A 042613.A NORTH WEST CHERRY LANE VISION QUEST