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2020-04-29 - Updated Submittal DrawingsNOTE: REFER TO MATERIAL SPECIFICATIONS DOCUMENT FOR DETAILED INFORMATION REGARDING EACH FINISH MATERIAL HATCH PATTERN DESCRIPTION ELEVATION/ SECTION MATERIAL LEGEND ASPHALT SHINGLE ROOFING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. ELEVATION/ SECTION KEYNOTES STANDING SEAM METAL ROOFING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. FIBER CEMENT LAP SIDING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. FIBER CEMENT BOARD & BATT SIDING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. EXTERIOR BRICK VENEER SYSTEM, SEE PROJECT KEYNOTES & DETAILS. SEE ROOF PLANS FOR ADDITIONAL ROOF DETAIL CALLOUTS LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 1 -T.O. SLAB 100'-0" LEVEL 1 -T.O. SLAB 100'-0" UPPER ROOF BEARING 131'-4 7/8" UPPER ROOF BEARING 131'-4 7/8" 3 4 LEVEL 3 -T.O. PLY 122'-3 3/4" LEVEL 3 -T.O. PLY 122'-3 3/4" T.O. CHIMNEY 136'-7"T.O. CHIMNEY 136'-7" 2 A301 1 A301 1 A303 2 A303 2 A306 1 A306 2 A309 2 A312 1 A31211 A3132 6 81 A308 2 A308 4 A410 MAXIMUM BUILDING HEIGHT40'-0"SEE 1/ A203 FOR ENLARGED ELEVATION SEE 1/ A205 FOR ENLARGED ELEVATIONSEE 1/ A206 FOR ENLARGED ELEVATION 181710 23 24 351112131415161920212526272829303132333422 LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 1 -T.O. SLAB 100'-0" LEVEL 1 -T.O. SLAB 100'-0" UPPER ROOF BEARING 131'-4 7/8" UPPER ROOF BEARING 131'-4 7/8" A J T.O. CHIMNEY 136'-7" T.O. CHIMNEY 136'-7" 1 A302 C E2 A302 G2 A313 1 A304 2 A304 1 A305 AL WING ROOF BEARING 120'-9" MEMORY CARE HIGH ROOF BEARING 124'-0"MAXIMUM BUILDING HEIGHT40'-0"SEE 2/ A202 FOR ENLARGED ELEVATION SEE 2/ A203 FOR ENLARGED ELEVATION SEE 4/ A206 FOR ENLARGED ELEVATION LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 1 -T.O. SLAB 100'-0" LEVEL 1 -T.O. SLAB 100'-0" UPPER ROOF BEARING 131'-4 7/8" UPPER ROOF BEARING 131'-4 7/8"6'-7 7/8"3'-0"A LEVEL 3 -T.O. PLY 122'-3 3/4" LEVEL 3 -T.O. PLY 122'-3 3/4" FJ T.O. CHIMNEY 136'-7" T.O. CHIMNEY 136'-7" 2 A310 D 1 A307 2 A313 1 A311 2 A311 2 A307 MAXIMUM BUILDING HEIGHT40'-0"SEE 2/ A204 FOR ENLARGED ELEVATIONSEE 2/ A205 FOR ENLARGED ELEVATION SEE 2/ A206 FOR ENLARGED ELEVATION LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 1 -T.O. SLAB 100'-0" LEVEL 1 -T.O. SLAB 100'-0" UPPER ROOF BEARING 131'-4 7/8" UPPER ROOF BEARING 131'-4 7/8" 34 LEVEL 3 -T.O. PLY 122'-3 3/4" LEVEL 3 -T.O. PLY 122'-3 3/4" T.O. CHIMNEY 136'-7" T.O. CHIMNEY 136'-7" 2 A301 1 A301 1 A303 2 A303 2 A306 2 A309 1 A309 2 A312 1 A312 11 A313571 A308 2 A308 4 A410 MAXIMUM BUILDING HEIGHT40'-0"SEE 4/ A202 FOR ENLARGED ELEVATION SEE 4/ A204 FOR ENLARGED ELEVATION SEE 3/ A206 FOR ENLARGED ELEVATION ELEVATOR SLAB 95'-0" ELEVATOR SLAB 95'-0" PROJECT NO. SHEET TITLE:Plot Date:Architecture Interior Design Landscape Architecture Land Planning Construction Management 7927 High Point Parkway, Suite 300 Sandy, Utah 84094 ph. 801.269.0055 fax 801.269.1425 www.thinkaec.com The designs shown and described herein including all technical drawings, graphic representation & models thereof, are proprietary & can not be copied, duplicated, or commercially exploited in whole or in part without the sole and express written permission from THINK Architecture, inc. These drawings are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. SHEET NUMBER: REVISIONS: DATE: 4/20/2020 4/29/2020 8:56:48 AMINGLEWOOD PLACE SENIOR LIVING MAIN BUILDING3250 E VICTORY ROADMERIDIAN, IDAHO 83642APR 29, 2020 18-077 OVERALL EXTERIOR ELEVATIONS A201 PERMIT REVIEW SUBMITTAL -APRIL 29, 20201/16" = 1'-0"A201 EAST ELEVATION 1 1/16" = 1'-0"A201 SOUTH ELEVATION 2 PROJECT KEYNOTES 1/16" = 1'-0"A201 NORTH ELEVATION 3 1/16" = 1'-0"A201 WEST ELEVATION 4 NOTE: REFER TO MATERIAL SPECIFICATIONS DOCUMENT FOR DETAILED INFORMATION REGARDING EACH FINISH MATERIAL HATCH PATTERN DESCRIPTION ELEVATION/ SECTION MATERIAL LEGEND ASPHALT SHINGLE ROOFING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. ELEVATION/ SECTION KEYNOTES STANDING SEAM METAL ROOFING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. FIBER CEMENT LAP SIDING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. FIBER CEMENT BOARD & BATT SIDING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. EXTERIOR BRICK VENEER SYSTEM, SEE PROJECT KEYNOTES & DETAILS. SEE ROOF PLANS FOR ADDITIONAL ROOF DETAIL CALLOUTS LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 1 -T.O. SLAB 100'-0" LEVEL 1 -T.O. SLAB 100'-0" 32 A301 1 A3011 AL WING ROOF BEARING 120'-9"AL WING ROOF BEARING 120'-9" A A A A B A B A A A A A A A B A B A A B A A B A A A A A B A B A A B A A B A A B A A B A 07-1407-1007-16 07-12 07-1407-14 07-14 07-10 08-16 08-16 07-16 07-12 07-16 08-16 08-16 08-16 08-16 7" 12"7" 12"4" / 12"7" 12"4" / 12"7" 12" 7" 12"4" / 12"7" 12"4" / 12"2" 12" 03-0103-02 07-13 04-09 04-09 04-06 07-11 04-0607-12 8 A501 9 A501 9 A501 07-13 7 A502 07-12 2 A502 2 A502 A503 1 1 A503 2 A503 2 A503 2 A503 3 A503 3 A503 3 A503 1 A503 MAXIMUM BUILDING HEIGHT40'-0"T.O.R. 132'-4"T.O.R. 131'-8" TO LEVEL 1 WINDOW 107'-6" TO LEVEL 1 WINDOW 107'-6" LO LEVEL 1 WINDOW 102'-6" LO LEVEL 1 WINDOW 102'-6" TO LEVEL 2 WINDOW 119'-1 7/8"TO LEVEL 2 WINDOW 119'-1 7/8" LO LEVEL 2 WINDOW 114'-1 7/8" LO LEVEL 2 WINDOW 114'-1 7/8" 19 A502 1" 12" A503 107'-9"14'-0"7'-9"14'-0"10'-9 1/8"10'-11 7/8"11'-5 1/8"3 A502 TYP. 7 A502 - --- LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 1 -T.O. SLAB 100'-0" LEVEL 1 -T.O. SLAB 100'-0" A 1 A302 C2 A302 AL WING ROOF BEARING 120'-9" AL WING ROOF BEARING 120'-9" A 4" 12" 4" 12" 4" 12" 07-16 07-1407-1007-10 09-25 09-25 07-12 07-11 07-10 08-06 04-06 07-14 04-06 04-09 07-12 07-10 07-14 07-1507-11 7" / 12"7" / 12"08-16 07-13 9 A501 8 A501 06-1506-15 2 A502 7 A502 2 A503 1 A503 MAXIMUM BUILDING HEIGHT40'-0"03-01 TO LEVEL 1 WINDOW 107'-6" TO LEVEL 1 WINDOW 107'-6" LO LEVEL 1 WINDOW 102'-6" LO LEVEL 1 WINDOW 102'-6" TO LEVEL 2 WINDOW 119'-1 7/8"TO LEVEL 2 WINDOW 119'-1 7/8" LO LEVEL 2 WINDOW 114'-1 7/8" LO LEVEL 2 WINDOW 114'-1 7/8" 30 A5027'-9"14'-0"7'-9"14'-0"3 A502 TYP. LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 1 -T.O. SLAB 100'-0" LEVEL 1 -T.O. SLAB 100'-0" 3 LEVEL 3 BEARING 120'-9" 2 A301 1 A301 1 AL WING ROOF BEARING 120'-9" AL WING ROOF BEARING 120'-9" B A B A AA AA A B A A B A A B A A B A A B A A B A A A A A A B A B A A A A A A B A B A A A A A 7" 12" 7" 12"7" 12" 7" 12" 7" 12" 7" 12" 07-1407-1207-14 07-10 07-11 07-10 04-0608-1607-1104-06 07-11 07-1507-12 07-14 07-11 07-10 06-14 07-1407-1608-16 08-16 07-10 07-15 07-12 04-06 7" 12" 7" 12"4" / 12"4" / 12"4" / 12"4" / 12"03-01 03-0103-02 03-0203-02 06-15 08-16 08-16 07-1306-15 04-0906-15 06-15 06-15 06-15 06-15 04-09 8 A501 9 A501 8 A501 9 A501 7 A502 2 A502 7 A502 2 A502 3 A503 3 A503 3 A503 3 A503 1 A503 2 A503 2 A503 2 A503 2 A503 A503 1 1 A503 MAXIMUM BUILDING HEIGHT40'-0"TO LEVEL 1 WINDOW 107'-6" TO LEVEL 1 WINDOW 107'-6" LO LEVEL 1 WINDOW 102'-6" LO LEVEL 1 WINDOW 102'-6" TO LEVEL 2 WINDOW 119'-1 7/8" TO LEVEL 2 WINDOW 119'-1 7/8" LO LEVEL 2 WINDOW 114'-1 7/8" LO LEVEL 2 WINDOW 114'-1 7/8" 19 A502 3 A50314'-0"7'-9"14'-0"7'-9"14'-0"7'-9"14'-0"14'-0"7'-9"3 A502 TYP. - --- LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 1 -T.O. SLAB 100'-0" LEVEL 3 -T.O. PLY 122'-3 3/4" C AL WING ROOF BEARING 120'-9" 19 A502 20 A502 04-06 07-10 04-09 07-12 T.O. BRICK13'-4"03-0103-02 PROJECT NO. SHEET TITLE:Plot Date:Architecture Interior Design Landscape Architecture Land Planning Construction Management 7927 High Point Parkway, Suite 300 Sandy, Utah 84094 ph. 801.269.0055 fax 801.269.1425 www.thinkaec.com The designs shown and described herein including all technical drawings, graphic representation & models thereof, are proprietary & can not be copied, duplicated, or commercially exploited in whole or in part without the sole and express written permission from THINK Architecture, inc. These drawings are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. SHEET NUMBER: REVISIONS: DATE: 4/20/2020 4/29/2020 8:56:50 AMINGLEWOOD PLACE SENIOR LIVING MAIN BUILDING3250 E VICTORY ROADMERIDIAN, IDAHO 83642APR 29, 2020 18-077 AL EXTERIOR ELEVATIONS A202 PERMIT REVIEW SUBMITTAL -APRIL 29, 2020PROJECT KEYNOTES 03-01 CAST IN PLACE FOOTINGS TO BEAR ON UNDISTURBED SOIL OR ENG. COMPACTED FILL. SEE STRUCTURAL & SPEC. MANUAL. 03-02 CAST IN PLACE FOUNDATION WALLS W/ INT. RIGID INSULATION & WATER PROOFING AS NOTED. SEE, DETAILS, STRUCTURAL & SPEC. MANUAL. 04-06 BRICK MASONRY VENEER RUNNING BOND, MIXED COLOR AS SEL. BY ARCH. SEE DETAILS & SPEC. MANUAL. 04-09 BRICK MASONRY VENEER SOLDIER COURSE, MIXED COLOR AS SELECTED BY ARCH. SEE DETAILS & SPEC. MANUAL. 06-14 06-15 TIMBER HAUNCH, SEE DETAILS & SPEC. MANUAL. FINISH AS SEL. BY ARCH. 07-10 FIBER-CEMENT BOARD & BATT PANEL SYSTEM. SEE DETAILS & SPEC. MANUAL. 07-11 FIBER CEMENT LAP SIDING SYSTEM. SEE DETAILS & SPEC. MANUAL. 07-12 FIBER CEMENT 'BELLY BAND'. SEE DETAILS & SPEC. MANUAL. 07-13 FIBER CEMENT DOOR & WINDOW TRIM. SEE DETAILS & SPEC. MANUAL. 07-14 ARCH. GRADE ASPHALT ROOF SHINGLES & CONT VENT CAP. SEE DETAILS & SPEC. MANUAL. 07-15 ARCH. GRADE STANDING SEAM METAL ROOFING. SEE DETAILS & SPEC. MANUAL. 07-16 ALUM. METAL FASCIA & SOFFIT. SEE DETAILS & SPEC. MANUAL. 08-06 EXTERIOR INSULATED HOLLOW METAL DOORS & FRAMES. SEE SCHEDULE, DETAILS & SPEC. MANUAL. 08-16 EXTRUDED VINYL WINDOWS & SLIDING DOORS, SEE SCHEDULE, DETAILS & SPEC. MANUAL. 09-25 EXT. PAINTING, SEE ARCH. DESIGN DWGS, DTLS, & & SPEC. MANUAL. 1/8" = 1'-0"A202 AL EAST ELEVATION 1 1/8" = 1'-0"A202 AL SOUTH ELEVATION 2 1/8" = 1'-0"A202 AL WEST ELEVATION 3 1/8" = 1'-0"A202 AL TYPICAL INSIDE CORNER ELEVATION 4 NOTE: REFER TO MATERIAL SPECIFICATIONS DOCUMENT FOR DETAILED INFORMATION REGARDING EACH FINISH MATERIAL HATCH PATTERN DESCRIPTION ELEVATION/ SECTION MATERIAL LEGEND ASPHALT SHINGLE ROOFING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. ELEVATION/ SECTION KEYNOTES STANDING SEAM METAL ROOFING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. FIBER CEMENT LAP SIDING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. FIBER CEMENT BOARD & BATT SIDING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. EXTERIOR BRICK VENEER SYSTEM, SEE PROJECT KEYNOTES & DETAILS. SEE ROOF PLANS FOR ADDITIONAL ROOF DETAIL CALLOUTS LEVEL 1 -T.O. SLAB 100'-0" LEVEL 1 -T.O. SLAB 100'-0" 3 1 A303 2 A3032 MEMORY CARE ROOF BEARING 110'-1 1/8" MEMORY CARE ROOF BEARING 110'-1 1/8" A B A A B A A B A A B A A B A A B A J J J J MEMORY CARE HIGH ROOF BEARING 124'-0" MEMORY CARE HIGH ROOF BEARING 124'-0" 06-15 07-14 4" / 12"4" / 12"4" / 12"5" 12" 5" 12" 5" 12" 5" 12"4" / 12"07-11 07-10 07-14 07-16 07-16 03-01 03-0203-02 07-10 07-11 07-11 07-1104-0604-09 04-06 04-09 04-09 04-0606-15 06-15 06-14B 06-14B 23-01 23-0107-11 23-01 23-0108-1607-13 07-15 8 A501 9 A501 8 A501 9 A501 8 A501 7 A502 7 A502 7 A502 07-10 1 A503 1 A503 3 A503 3 A503 3 A503 2 A503 2 A503 1 A503 7 A503 TO LEVEL 1 WINDOW 107'-6" TO LEVEL 1 WINDOW 107'-6" LO LEVEL 1 WINDOW 102'-6" LO LEVEL 1 WINDOW 102'-6" LO CLEARVIEW WINDOW 120'-4 7/8" LO CLEARVIEW WINDOW 120'-4 7/8" TO CLEARVIEW WINDOW 122'-10 7/8" TO CLEARVIEW WINDOW 122'-10 7/8" 20 A502 20 A502 20 A502 20 A502 29 A502 5" 12" 6 A50329 A502 2'-6"A502 29 10'-0"10'-0"3 A502 LEVEL 1 -T.O. SLAB 100'-0" LEVEL 1 -T.O. SLAB 100'-0" IEG1 A304 2 A304 1 A305 MEMORY CARE ROOF BEARING 110'-1 1/8" MEMORY CARE ROOF BEARING 110'-1 1/8" A B A A B A MEMORY CARE HIGH ROOF BEARING 124'-0" MEMORY CARE HIGH ROOF BEARING 124'-0" 07-14 07-16 07-16 07-1623-0123-0123-01 07-11 07-11 07-14 07-11 07-10 06-1506-15 07-11 03-02 03-0206-14B 04-06 04-0904-06 04-09 4" 12" 4" 12" 4" 12" 4" 12" 4" 12"7" / 12"5" / 12"06-1506-15 07-13 9 A501 8 A501 8 A501 07-1507-16 7 A502 7 A502 2 A5022 A502 07-12 1 A503 2 A503 TO LEVEL 1 WINDOW 107'-6" TO LEVEL 1 WINDOW 107'-6" LO LEVEL 1 WINDOW 102'-6" LO LEVEL 1 WINDOW 102'-6" 20 A502 20 A502 20 A502 20 A502 29 A502 29 A502 10'-0"10'-0"3 A502 TYP. LEVEL 1 -T.O. SLAB 100'-0" LEVEL 1 -T.O. SLAB 100'-0" 1 A303 2 A303 2 MEMORY CARE ROOF BEARING 110'-1 1/8" MEMORY CARE ROOF BEARING 110'-1 1/8" A B AA B ABBBB J J J J MEMORY CARE HIGH ROOF BEARING 124'-0" MEMORY CARE HIGH ROOF BEARING 124'-0" 07-15 07-1408-16 07-12 07-11 08-16 07-13 07-12 04-06 04-09 07-11 06-15 03-0203-02 07-10 07-11 7" 12" 7" 12"4" / 12"4" / 12"9 A501 1 A503 2 A503 3 A503 A503 1 7 A503 6 A503 1 A503 TO LEVEL 1 WINDOW 107'-6" TO LEVEL 1 WINDOW 107'-6" LO LEVEL 1 WINDOW 102'-6" LO LEVEL 1 WINDOW 102'-6" LO CLEARVIEW WINDOW 120'-4 7/8" LO CLEARVIEW WINDOW 120'-4 7/8" TO CLEARVIEW WINDOW 122'-10 7/8" TO CLEARVIEW WINDOW 122'-10 7/8" 3 A502 A501 29 A502 30 A503 10 MAXIMUM BUILDING HEIGHT40'-0"- --- PROJECT NO. SHEET TITLE:Plot Date:Architecture Interior Design Landscape Architecture Land Planning Construction Management 7927 High Point Parkway, Suite 300 Sandy, Utah 84094 ph. 801.269.0055 fax 801.269.1425 www.thinkaec.com The designs shown and described herein including all technical drawings, graphic representation & models thereof, are proprietary & can not be copied, duplicated, or commercially exploited in whole or in part without the sole and express written permission from THINK Architecture, inc. These drawings are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. SHEET NUMBER: REVISIONS: DATE: 4/20/2020 4/29/2020 8:56:51 AMINGLEWOOD PLACE SENIOR LIVING MAIN BUILDING3250 E VICTORY ROADMERIDIAN, IDAHO 83642APR 29, 2020 18-077 MC EXTERIOR ELEVATIONS A203 PERMIT REVIEW SUBMITTAL -APRIL 29, 20201/8" = 1'-0"A203 MC EAST ELEVATION 1 1/8" = 1'-0"A203 MC SOUTH ELEVATION 2 1/8" = 1'-0"A203 MC WEST ELEVATION 3 PROJECT KEYNOTES 03-01 CAST IN PLACE FOOTINGS TO BEAR ON UNDISTURBED SOIL OR ENG. COMPACTED FILL. SEE STRUCTURAL & SPEC. MANUAL. 03-02 CAST IN PLACE FOUNDATION WALLS W/ INT. RIGID INSULATION & WATER PROOFING AS NOTED. SEE, DETAILS, STRUCTURAL & SPEC. MANUAL. 04-06 BRICK MASONRY VENEER RUNNING BOND, MIXED COLOR AS SEL. BY ARCH. SEE DETAILS & SPEC. MANUAL. 04-09 BRICK MASONRY VENEER SOLDIER COURSE, MIXED COLOR AS SELECTED BY ARCH. SEE DETAILS & SPEC. MANUAL. 06-14B 12 X 12 S4S TIMBER COLUMN, SEE DETAILS & SPEC. MANUAL. FINISH AS SEL. BY ARCH. 06-15 TIMBER HAUNCH, SEE DETAILS & SPEC. MANUAL. FINISH AS SEL. BY ARCH. 07-10 FIBER-CEMENT BOARD & BATT PANEL SYSTEM. SEE DETAILS & SPEC. MANUAL. 07-11 FIBER CEMENT LAP SIDING SYSTEM. SEE DETAILS & SPEC. MANUAL. 07-12 FIBER CEMENT 'BELLY BAND'. SEE DETAILS & SPEC. MANUAL. 07-13 FIBER CEMENT DOOR & WINDOW TRIM. SEE DETAILS & SPEC. MANUAL. 07-14 ARCH. GRADE ASPHALT ROOF SHINGLES & CONT VENT CAP. SEE DETAILS & SPEC. MANUAL. 07-15 ARCH. GRADE STANDING SEAM METAL ROOFING. SEE DETAILS & SPEC. MANUAL. 07-16 ALUM. METAL FASCIA & SOFFIT. SEE DETAILS & SPEC. MANUAL. 08-16 EXTRUDED VINYL WINDOWS & SLIDING DOORS, SEE SCHEDULE, DETAILS & SPEC. MANUAL. 23-01 WALL MOUNTED PTAC HVAC UNIT. SEE MECH. DWGS. & SPEC. MANUAL. NOTE: REFER TO MATERIAL SPECIFICATIONS DOCUMENT FOR DETAILED INFORMATION REGARDING EACH FINISH MATERIAL HATCH PATTERN DESCRIPTION ELEVATION/ SECTION MATERIAL LEGEND ASPHALT SHINGLE ROOFING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. ELEVATION/ SECTION KEYNOTES STANDING SEAM METAL ROOFING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. FIBER CEMENT LAP SIDING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. FIBER CEMENT BOARD & BATT SIDING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. EXTERIOR BRICK VENEER SYSTEM, SEE PROJECT KEYNOTES & DETAILS. SEE ROOF PLANS FOR ADDITIONAL ROOF DETAIL CALLOUTS LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 1 -T.O. SLAB 100'-0" LEVEL 1 -T.O. SLAB 100'-0" UPPER ROOF BEARING 131'-4 7/8" UPPER ROOF BEARING 131'-4 7/8" LEVEL 3 -T.O. PLY 122'-3 3/4" LEVEL 3 -T.O. PLY 122'-3 3/4" 2 A306 1 A3065 71 A308 2 A308 A A A A H H A A A A A A A A H H A B A A A F F A B A A A H A B A A A F A B A B A A A A A B A A A AAA A A A A 08-16 07-13 07-14 07-1407-16 07-16 07-1607-10 07-10 07-10 07-10 08-16 07-13 06-14B 03-02 07-10 04-09 04-06 07-11 07-11 04-06 07-11 04-06 07-11 07-10 06-1506-1506-15 04-09 06-15 06-15 06-14 07-11 5" 12" 5" 12" 6" 12" 6" 12"3" / 12"3" / 12"3" / 12"07-15 07-15 07-15 07-14 8 A501 8 A501 04-06 8 A501 8 A501 9 A501 7 A502 7 A502 7 A502 7 A502 7 A502 7 A502 1 A503 1 A503 A503 1 3 A503 7 A503 7 A503 7 A503 1 A503 6 A503 5" 12" 5" 12"MAXIMUM BUILDING HEIGHT40'-0"TO LEVEL 1 WINDOW 107'-6" TO LEVEL 1 WINDOW 107'-6" LO LEVEL 1 WINDOW 102'-6" LO LEVEL 1 WINDOW 102'-6" TO LEVEL 2 WINDOW 119'-1 7/8" TO LEVEL 2 WINDOW 119'-1 7/8" LO LEVEL 2 WINDOW 114'-1 7/8" LO LEVEL 2 WINDOW 114'-1 7/8" TO LEVEL 3 WINDOW 129'-9 3/4" TO LEVEL 3 WINDOW 129'-9 3/4" LO LEVEL 3 WINDOW 124'-9 3/4" LO LEVEL 3 WINDOW 124'-9 3/4" ELEVATOR SLAB 95'-0" ELEVATOR SLAB 95'-0"7'-9"14'-0"9'-7 7/8"7'-9"14'-0"A502 8 TYP.9'-7 7/8"7'-9"14'-0"22'-3"6'-11 1/8"24'-5 3/4"16 A502 LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 1 -T.O. SLAB 100'-0" LEVEL 1 -T.O. SLAB 100'-0" UPPER ROOF BEARING 131'-4 7/8" UPPER ROOF BEARING 131'-4 7/8" A LEVEL 3 -T.O. PLY 122'-3 3/4" LEVEL 3 -T.O. PLY 122'-3 3/4" D 1 A307 2 A307 A A 07-14 07-16 07-1407-16 07-1007-10 07-12 07-11 07-11 07-12 03-02 03-02 6" 12" 07-15 06-15 06-15 06-14 06-14B 08-1607-13 9 A501 2 A502 2 A502 9 A501 1 A503 A503 1 2 A503 3 A503 A EL-11 T.O.R. 138'-6 5/64" 6" 12"MAXIMUM BUILDING HEIGHT40'-0"TO LEVEL 1 WINDOW 107'-6" TO LEVEL 1 WINDOW 107'-6" LO LEVEL 1 WINDOW 102'-6" LO LEVEL 1 WINDOW 102'-6" TO LEVEL 2 WINDOW 119'-1 7/8" TO LEVEL 2 WINDOW 119'-1 7/8" LO LEVEL 2 WINDOW 114'-1 7/8" LO LEVEL 2 WINDOW 114'-1 7/8" TO LEVEL 3 WINDOW 129'-9 3/4" TO LEVEL 3 WINDOW 129'-9 3/4" LO LEVEL 3 WINDOW 124'-9 3/4" LO LEVEL 3 WINDOW 124'-9 3/4" ELEVATOR SLAB 95'-0" ELEVATOR SLAB 95'-0"9'-1 7/8"22'-11"A502 30 LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 1 -T.O. SLAB 100'-0" LEVEL 1 -T.O. SLAB 100'-0" UPPER ROOF BEARING 131'-4 7/8" UPPER ROOF BEARING 131'-4 7/8" 4 LEVEL 3 -T.O. PLY 122'-3 3/4" LEVEL 3 -T.O. PLY 122'-3 3/4" 2 A306 1 A306 571 A308 2 A308 A A A A A A A A B A B A B A F F F A A A B A A A A B A A A A B A H H H A A A A A A A A A A A A AA AA 06-14B 07-14 07-14 07-1407-16 07-16 07-16 07-10 07-10 07-1007-15 07-15 07-15 07-11 04-06 07-11 07-10 06-14B 04-06 06-14 6" 12"6" / 12"07-15 07-11 07-11 6" 12" 07-10 06-15 06-15 06-15 06-1506-15 07-13 08-1603-02 9 A501 8 A501 9 A501 8 A501 9 A501 15 A501 15 A501 15 A501 15 A501 7 A502 7 A502 2 A502 2 A502 1 A503 1 A503 A503 1 3 A503 2 A503 2 A503 2 A503 3 A503 3 A503 7 A503 7 A503 7 A5035" 12" 5" 12" 5" 12" 5" 12"MAXIMUM BUILDING HEIGHT40'-0"TO LEVEL 1 WINDOW 107'-6" TO LEVEL 1 WINDOW 107'-6" LO LEVEL 1 WINDOW 102'-6" LO LEVEL 1 WINDOW 102'-6" TO LEVEL 2 WINDOW 119'-1 7/8" TO LEVEL 2 WINDOW 119'-1 7/8" LO LEVEL 2 WINDOW 114'-1 7/8" LO LEVEL 2 WINDOW 114'-1 7/8" TO LEVEL 3 WINDOW 129'-9 3/4"TO LEVEL 3 WINDOW 129'-9 3/4" LO LEVEL 3 WINDOW 124'-9 3/4" LO LEVEL 3 WINDOW 124'-9 3/4" A502 8 TYP.22'-3"24'-8"6'-8 7/8"21'-7 1/4"9'-9 5/8"16'-4 7/8"17'-4"16 A502 LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 1 -T.O. SLAB 100'-0" UPPER ROOF BEARING 131'-4 7/8" A LEVEL 3 -T.O. PLY 122'-3 3/4" LEVEL 3 BEARING 120'-9" 19 A502 20 A502 04-06 07-10 A502 30 07-10 07-14 PROJECT NO. SHEET TITLE:Plot Date:Architecture Interior Design Landscape Architecture Land Planning Construction Management 7927 High Point Parkway, Suite 300 Sandy, Utah 84094 ph. 801.269.0055 fax 801.269.1425 www.thinkaec.com The designs shown and described herein including all technical drawings, graphic representation & models thereof, are proprietary & can not be copied, duplicated, or commercially exploited in whole or in part without the sole and express written permission from THINK Architecture, inc. These drawings are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. SHEET NUMBER: REVISIONS: DATE: 4/20/2020 4/29/2020 8:56:53 AMINGLEWOOD PLACE SENIOR LIVING MAIN BUILDING3250 E VICTORY ROADMERIDIAN, IDAHO 83642APR 29, 2020 18-077 IL1 EXTERIOR ELEVATIONS A204 PERMIT REVIEW SUBMITTAL -APRIL 29, 20201/8" = 1'-0"A204 IL1 EAST ELEVATION 1 1/8" = 1'-0"A204 IL1 NORTH ELEVATION 2 1/8" = 1'-0"A204 IL1 WEST ELEVATION 4 PROJECT KEYNOTES 03-02 CAST IN PLACE FOUNDATION WALLS W/ INT. RIGID INSULATION & WATER PROOFING AS NOTED. SEE, DETAILS, STRUCTURAL & SPEC. MANUAL. 04-06 BRICK MASONRY VENEER RUNNING BOND, MIXED COLOR AS SEL. BY ARCH. SEE DETAILS & SPEC. MANUAL. 04-09 BRICK MASONRY VENEER SOLDIER COURSE, MIXED COLOR AS SELECTED BY ARCH. SEE DETAILS & SPEC. MANUAL. 06-14 06-14B 12 X 12 S4S TIMBER COLUMN, SEE DETAILS & SPEC. MANUAL. FINISH AS SEL. BY ARCH. 06-15 TIMBER HAUNCH, SEE DETAILS & SPEC. MANUAL. FINISH AS SEL. BY ARCH. 07-10 FIBER-CEMENT BOARD & BATT PANEL SYSTEM. SEE DETAILS & SPEC. MANUAL. 07-11 FIBER CEMENT LAP SIDING SYSTEM. SEE DETAILS & SPEC. MANUAL. 07-12 FIBER CEMENT 'BELLY BAND'. SEE DETAILS & SPEC. MANUAL. 07-13 FIBER CEMENT DOOR & WINDOW TRIM. SEE DETAILS & SPEC. MANUAL. 07-14 ARCH. GRADE ASPHALT ROOF SHINGLES & CONT VENT CAP. SEE DETAILS & SPEC. MANUAL. 07-15 ARCH. GRADE STANDING SEAM METAL ROOFING. SEE DETAILS & SPEC. MANUAL. 07-16 ALUM. METAL FASCIA & SOFFIT. SEE DETAILS & SPEC. MANUAL. 08-16 EXTRUDED VINYL WINDOWS & SLIDING DOORS, SEE SCHEDULE, DETAILS & SPEC. MANUAL. EL-11 FINISHED GRADE LINE. COORD. W/ CIVIL DWGS. 1/8" = 1'-0"A204 IL TYPICAL INSIDE CORNER ELEVATION 3 NOTE: REFER TO MATERIAL SPECIFICATIONS DOCUMENT FOR DETAILED INFORMATION REGARDING EACH FINISH MATERIAL HATCH PATTERN DESCRIPTION ELEVATION/ SECTION MATERIAL LEGEND ASPHALT SHINGLE ROOFING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. ELEVATION/ SECTION KEYNOTES STANDING SEAM METAL ROOFING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. FIBER CEMENT LAP SIDING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. FIBER CEMENT BOARD & BATT SIDING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. EXTERIOR BRICK VENEER SYSTEM, SEE PROJECT KEYNOTES & DETAILS. SEE ROOF PLANS FOR ADDITIONAL ROOF DETAIL CALLOUTS LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 1 -T.O. SLAB 100'-0" LEVEL 1 -T.O. SLAB 100'-0" UPPER ROOF BEARING 131'-4 7/8" UPPER ROOF BEARING 131'-4 7/8" 4 LEVEL 3 -T.O. PLY 122'-3 3/4" LEVEL 3 -T.O. PLY 122'-3 3/4" 2 A309 1 A3096 8 A AA A H H H A A A A A A A A A A A A H H H A B A A A A B A A A A B A A A F F F A B A B A A A A A B A A AA A A A A 07-14 06-15 07-14 06-15 06-15 07-14 07-10 07-11 07-10 07-11 04-06 04-09 04-0607-11 07-11 04-06 04-09 07-11 04-06 5" 12" 5" 12" 5" 12" 5" 12" 5" 12" 5" 12" 04-09 04-09 07-15 04-09 08-16 07-13 06-15 07-14 07-16 07-16 03-02 03-02 9 A501 8 A501 8 A501 8 A501 8 A501 15 A501 15 A501 15 A501 15 A501 7 A502 7 A502 2 A502 7 A502 1 A503 1 A503 2 A503 2 A503 2 A5037 A503 7 A503 7 A503 7 A503 A503 1 3 A503 MAXIMUM BUILDING HEIGHT40'-0"TO LEVEL 1 WINDOW 107'-6" TO LEVEL 1 WINDOW 107'-6" LO LEVEL 1 WINDOW 102'-6" LO LEVEL 1 WINDOW 102'-6" TO LEVEL 2 WINDOW 119'-1 7/8" TO LEVEL 2 WINDOW 119'-1 7/8" LO LEVEL 2 WINDOW 114'-1 7/8" LO LEVEL 2 WINDOW 114'-1 7/8" TO LEVEL 3 WINDOW 129'-9 3/4" TO LEVEL 3 WINDOW 129'-9 3/4" LO LEVEL 3 WINDOW 124'-9 3/4" LO LEVEL 3 WINDOW 124'-9 3/4" 19 A502 20 A502 19 A502 20 A502 ELEVATOR SLAB 95'-0" ELEVATOR SLAB 95'-0"10'-2 3/8"8'-5 7/8"13'-8 5/8"12'-4 7/8"20'-0"7'-8 7/8"24'-8"LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 1 -T.O. SLAB 100'-0" LEVEL 1 -T.O. SLAB 100'-0" UPPER ROOF BEARING 131'-4 7/8" UPPER ROOF BEARING 131'-4 7/8" LEVEL 3 -T.O. PLY 122'-3 3/4" LEVEL 3 -T.O. PLY 122'-3 3/4" FJ1 A310 2 A310 1 A311 2 A311 A A A A 06-14 07-1407-14 07-16 06-15 07-12 06-15 07-10 3" 12" 3" 12" 06-1506-15 07-11 07-15 03-02 03-02 06-15 07-13 07-13 2" 12" 9 A501 2 A502 2 A502 1 A503 1 A503 2 A503 6 A503 A503 1 MAXIMUM BUILDING HEIGHT40'-0"TO LEVEL 1 WINDOW 107'-6" TO LEVEL 1 WINDOW 107'-6" LO LEVEL 1 WINDOW 102'-6" LO LEVEL 1 WINDOW 102'-6" TO LEVEL 2 WINDOW 119'-1 7/8" TO LEVEL 2 WINDOW 119'-1 7/8" LO LEVEL 2 WINDOW 114'-1 7/8" LO LEVEL 2 WINDOW 114'-1 7/8" TO LEVEL 3 WINDOW 129'-9 3/4" TO LEVEL 3 WINDOW 129'-9 3/4" LO LEVEL 3 WINDOW 124'-9 3/4" LO LEVEL 3 WINDOW 124'-9 3/4" 19 A502 ELEVATOR SLAB 95'-0" ELEVATOR SLAB 95'-0"7'-8 7/8"27'-0"LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 2 -T.O. PLY 111'-7 7/8" LEVEL 1 -T.O. SLAB 100'-0" LEVEL 1 -T.O. SLAB 100'-0" UPPER ROOF BEARING 131'-4 7/8" UPPER ROOF BEARING 131'-4 7/8" LEVEL 3 -T.O. PLY 122'-3 3/4" LEVEL 3 -T.O. PLY 122'-3 3/4" 2 A309 1 A309 68 A B A A A F A B A A A F A A A A A B A A A F A A H H HH H H A A A A A A A A A A A A 07-14 07-16 07-1407-16 07-1407-16 5" 12" 5" 12" 5" 12" 5" 12"3" / 12"3" / 12"3" / 12"3" / 12"07-15 07-15 07-10 07-11 07-10 07-10 07-10 07-15 07-11 08-16 07-13 07-12 04-0607-11 04-06 06-14B 07-11 8 A501 8 A501 8 A501 15 A501 15 A501 04-0904-09 2 A502 7 A502 7 A502 1 A503 1 A503 A503 1 2 A503 2 A503 2 A503 6 A503 3 A503 7 A503 7 A503 7 A503 MAXIMUM BUILDING HEIGHT40'-0"5" 12" 5" 12" TO LEVEL 1 WINDOW 107'-6" TO LEVEL 1 WINDOW 107'-6" LO LEVEL 1 WINDOW 102'-6" LO LEVEL 1 WINDOW 102'-6" TO LEVEL 2 WINDOW 119'-1 7/8" TO LEVEL 2 WINDOW 119'-1 7/8" LO LEVEL 2 WINDOW 114'-1 7/8" LO LEVEL 2 WINDOW 114'-1 7/8" TO LEVEL 3 WINDOW 129'-9 3/4"TO LEVEL 3 WINDOW 129'-9 3/4" LO LEVEL 3 WINDOW 124'-9 3/4" LO LEVEL 3 WINDOW 124'-9 3/4" 19 A502 19 A502 19 A502 19 A502 20 A502 20 A502 20 A502 20 A502 20 A502 20 A502 ELEVATOR SLAB 95'-0" ELEVATOR SLAB 95'-0" 2 A502 13'-10"17'-6 7/8"A502 8 TYP.19'-9 7/8"PROJECT NO. SHEET TITLE:Plot Date:Architecture Interior Design Landscape Architecture Land Planning Construction Management 7927 High Point Parkway, Suite 300 Sandy, Utah 84094 ph. 801.269.0055 fax 801.269.1425 www.thinkaec.com The designs shown and described herein including all technical drawings, graphic representation & models thereof, are proprietary & can not be copied, duplicated, or commercially exploited in whole or in part without the sole and express written permission from THINK Architecture, inc. These drawings are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. SHEET NUMBER: REVISIONS: DATE: 4/20/2020 4/29/2020 8:56:54 AMINGLEWOOD PLACE SENIOR LIVING MAIN BUILDING3250 E VICTORY ROADMERIDIAN, IDAHO 83642APR 29, 2020 18-077 IL2 EXTERIOR ELEVATIONS A205 PERMIT REVIEW SUBMITTAL -APRIL 29, 20201/8" = 1'-0"A205 IL2 EAST ELEVATION 1 1/8" = 1'-0"A205 IL2 NORTH ELEVATION 2 1/8" = 1'-0"A205 IL2 WEST ELEVATION 3 PROJECT KEYNOTES 03-02 CAST IN PLACE FOUNDATION WALLS W/ INT. RIGID INSULATION & WATER PROOFING AS NOTED. SEE, DETAILS, STRUCTURAL & SPEC. MANUAL. 04-06 BRICK MASONRY VENEER RUNNING BOND, MIXED COLOR AS SEL. BY ARCH. SEE DETAILS & SPEC. MANUAL. 04-09 BRICK MASONRY VENEER SOLDIER COURSE, MIXED COLOR AS SELECTED BY ARCH. SEE DETAILS & SPEC. MANUAL. 06-14 06-14B 12 X 12 S4S TIMBER COLUMN, SEE DETAILS & SPEC. MANUAL. FINISH AS SEL. BY ARCH. 06-15 TIMBER HAUNCH, SEE DETAILS & SPEC. MANUAL. FINISH AS SEL. BY ARCH. 07-10 FIBER-CEMENT BOARD & BATT PANEL SYSTEM. SEE DETAILS & SPEC. MANUAL. 07-11 FIBER CEMENT LAP SIDING SYSTEM. SEE DETAILS & SPEC. MANUAL. 07-12 FIBER CEMENT 'BELLY BAND'. SEE DETAILS & SPEC. MANUAL. 07-13 FIBER CEMENT DOOR & WINDOW TRIM. SEE DETAILS & SPEC. MANUAL. 07-14 ARCH. GRADE ASPHALT ROOF SHINGLES & CONT VENT CAP. SEE DETAILS & SPEC. MANUAL. 07-15 ARCH. GRADE STANDING SEAM METAL ROOFING. SEE DETAILS & SPEC. MANUAL. 07-16 ALUM. METAL FASCIA & SOFFIT. SEE DETAILS & SPEC. MANUAL. 08-16 EXTRUDED VINYL WINDOWS & SLIDING DOORS, SEE SCHEDULE, DETAILS & SPEC. MANUAL. SLOPE SLAB 2% CU. YD. DUMPSTERS BY OTHERS, TYP. BOLLARD AS PER DETAIL 13/A102 PROVIDE 4'-0" WIDE 6" THICK CONCRETE APRON CONT. AT FRONT OF DUMPSTER ENCLOSURE PROVIDE #4@12" O.C. E.W. 4" SQ. STEEL TUBE FRAME FOR DOORS 4x8X16 ATLAS BLOCK INSIDE & OUTSIDE FACE. COLOR TO MATCH BUILDING. 1 2 A B 9'-4" 7'-9"6"1'-1"10"10'-0"10"11'-8"6 A607 A607 10 MIN. 9' CLEARELEV. 100'-0" TOP OF SLAB ELEV. 100'-4" TOP OF CONC. WALL ELEV. 106'-4" TOP OF BRICK WALL 8" SPLIT-FACE CMU BOTH SIDES TO MATCH BUILDING PRECAST CONCRETE CAP WITH 1/4" PER FOOT SLOPE AND 1" MIN. OVERHANG BULLNOSE OUTSIDE CORNERS, TYP ALL CORNERS 1 2 11 A607 ELEV. 100'-0" TOP OF SLAB ELEV. 100'-4" TOP OF CONC. WALL ELEV. 106'-4" TOP OF BRICK WALL BULLNOSE OUTSIDE CORNERS, TYP ALL CORNERS SLIDE BOLT LATCH (HEAVY DUTY) CANE BOLT (HEAVY DUTY)PRECAST CONCRETE CAP, SEE 11/SD102 BOLLARD AS PER DETAIL 9/A500 BA A607 8 A607 7 DOOR PAINTED WITH P4 8" CMU BLOCK WALLS 5" REINFORCED CONCRETE SLAB. REINFORCING TO CONTINUE THROUGH CURB GRAVEL BASE REINFORCEMENT (2) #4 2 8 IN. OC, ASTM A 615, GRADE 60, GALV. OR EPOXY COATED DEFORMED STEEL 14 IN. THICK X 6 IN. REINFORCED CONCRETE CURB DUMPSTER SIDE PRE-CAST CONCRETE CAP AT TOP OF MASONRY WALLS- PROVIDE REINFORCEMENT TIE TO WALL MASONRY WALL AS PER PLANS NOTE: ALL PRE-CAST TO HAVE SHOP DRAWINGS FOR APPROVAL FOR SHAPE AND ATTACHEMENT. MORTAR BED RAKED JOINT EDGE EQ.EQ.3"1"1"1" 1" FINISH SIDEWALK OR FINISH GRADE BOTTOM OF GATE TOP OF GATE PROVIDE 1/2" PUDDLE WELD @ EACH CORRUGATION @ ANGLE - HOLD PANEL 1/2" FROM ANGLE PROVIDE 1/2" PUDDLE WELD @ EACH CORRUGATION @ ANGLE 2"x4"x3/16" STL ANGLE-MITER @ CORNERS- WELD @ CORNERS- GRIND ALL WELDS SMOOTH. PROVIDE GALV. FINISH PRIOR TO PAINTING 2"x4"x3/16" STL ANGLE-MITER @ CORNERS- WELD @ CORNERS- GRIND ALL WELDS SMOOTH. PROVIDE GALV. FINISH PRIOR TO PAINTING PRE-FINISHED METAL WALL PANEL- ATTACH TO STEEL ANGLE DOOR FRAME-SEE ELEVATIONS 4"2"1/2"2"4"6" 3" 3"7" 1_ 2"<1" DIA. STEEL TUBES WELDED TO ANGLE DOOR FRAME 3/4" DIA. x18"BAR LATCH NOTE: ALL PARTS TO BE GALVANIZED AND PAINTED. ARCHITECT TO SELECT COLOR. 2"x4"x3/16" STL ANGLE-MITER @ CORNERS- WELD @ CORNERS- GRIND ALL WELDS SMOOTH. PROVIDE GALV. FINISH PRIOR TO PAINTING 1" DIA. STEEL TUBES WELDED TO ANGLE DOOR FRAME PLAN VIEW ELEV. VIEWE.Q.E.Q.1'-6"3"4" 2"R1_2"< FINISH SIDEWALK FINISH GRADE 3/4" DIA. 4"x21" STEEL BENT LATCH W/ WELDED RING IN MIDDLE 1" DIA. STEEL TUBES 1" DIA. STEEL TUBES 1/4" STEEL PLATE NOTE: ALL PARTS TO BE GALVANIZED AND PAINTED. ARCHITECT TO SELECT COLOR. 1 1/2" DIA. HOLE IN CONCRETE SLAB 4"4"2"8 1/2"2"5 1/2"2"2'-0"1/2"10"1'-9"4" X 4" T.S. GALV. & PAINTED- ATTACH W/ 3/4" DIA. x4" EPOXY ANCHORS INTO FOOTING- SEE DETAILS 8" X 12" X 3/8" BASE PLATE ANCHORED TO FOUNDATION WALL W ITH 4-3/4" X 6" A307 ANCHOR BOLTS. THICKEN SLAB AT LINE OF GATE 8" 2"x4"x3/16" STL ANGLE-MITER @ CORNERS- WELD @ CORNERS- GRIND & PAINTED METAL WALL PANEL CONT. HEAVY DUTY HINGE 1 1/2" DIA. HOLE @ BOLT LOCATIONS 4"x4" T.S. GALV. & PAINTED- ATTACH W/ 3/4" DIA. x4" EPOXY ANCHORS (1) TOP & BOT. 6" AND 24" O.C. BTWN MASONRY WALL BULLNOSE OUTSIDE MASONRY CORNERS #3 CLOSED LOOP TIES @ 8" O.C. VERTICALLY (2) #5 BARS PER CELL AT FRONT WALLS 4"1/2"4" ELEV. 100'-0" TOP OF SLAB ELEV. 100'-4" TOP OF CONC. WALL ELEV. 106'-4" TOP OF BRICK WALL 8" CMU BLOCK - COLOR TO MATCH STONE. PRECAST CONCRETE CAP - COLOR TO MATCH STONE. FOOTING AND FOUNDATION WALL - SEE STRUCTURAL. GRAVEL BASE 5" CONCRETE SLAB W/ #4 BARS @ 18" O.C. BOTH WAYS DOWELED INTO ADJACENT FOUNDATION WALLS REINFORCEMENT AS PER STRUCTURAL HONE FINISH REGULAR FINISH 30" MIN.FROST PROTECTIONA607 5 A607 4 NOTE: REFER TO MATERIAL SPECIFICATIONS DOCUMENT FOR DETAILED INFORMATION REGARDING EACH FINISH MATERIAL HATCH PATTERN DESCRIPTION ELEVATION/ SECTION MATERIAL LEGEND ASPHALT SHINGLE ROOFING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. ELEVATION/ SECTION KEYNOTES STANDING SEAM METAL ROOFING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. FIBER CEMENT LAP SIDING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. FIBER CEMENT BOARD & BATT SIDING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. EXTERIOR BRICK VENEER SYSTEM, SEE PROJECT KEYNOTES & DETAILS. SEE ROOF PLANS FOR ADDITIONAL ROOF DETAIL CALLOUTS CONCRETE MASONRY UNIT, NOT PAINTED HATCH PATTERN DESCRIPTION ELEVATION/ SECTION MATERIAL LEGEND BENJAMIN MOORE - EARTHY RUSSET, SEE MATERIAL SPECIFI CATIONS FOR MORE DETAILS BENJAMIN MOORE - STEM GREEN, SEE MATERIAL SPECIFICATIONS FOR MORE DETAILS BENJAMIN MOORE - CHEATING HEART, SEE MATERIAL SPECIFICATIONS FOR MORE DETAILS BENJAMIN MOORE - WHITE DOVE, SEE MATERIAL SPECIFICATIONS FOR MORE DETAILS BENJAMIN MOORE - WINTER LAKE, SEE MATERIAL SPECIFICTAIONS FOR MORE DETAILS P1 P2 P3 P4 P5 PROJECT NO. SHEET TITLE:Plot Date:Architecture Interior Design Landscape Architecture Land Planning Construction Management 7927 High Point Parkway, Suite 300 Sandy, Utah 84094 ph. 801.269.0055 fax 801.269.1425 www.thinkaec.com The designs shown and described herein including all technical drawings, graphic representation & models thereof, are proprietary & can not be copied, duplicated, or commercially exploited in whole or in part without the sole and express written permission from THINK Architecture, inc. These drawings are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. SHEET NUMBER: REVISIONS: DATE: 4/20/2020 4/29/2020 10:34:18 AMINGLEWOOD PLACE SENIOR LIVING MAIN BUILDING3250 E VICTORY ROADMERIDIAN, IDAHO 83642APR 29, 2020 18-077 TRASH ENCLOSURES A607 PERMIT REVIEW SUBMITTAL -APRIL 29, 20201/4" = 1'-0"A607 DUMPSTER ENCLOSURE PLAN 1 3/8" = 1'-0"A607 DUMPSTER ELEVATION SIDE 2 1/4" = 1'-0"A607 DUMPSTER ELEVATION FRONT 3 1 1/2" = 1'-0"A607 CURB DETAIL AT TRASH ENCLOSURE 4 1 1/2" = 1'-0"A607 DUMPSTER - WALL PRECAST CAP 5 1 1/2" = 1'-0"A607 DUMPSTER - GATE SECTION 6 1 1/2" = 1'-0"A607 DUMPSTER - ENCLOSURE GATE LATCH (TOP)7 1 1/2" = 1'-0"A607 DUMPSTER - ENCLOSURE GATE LATCH (BOTTOM)8 1 1/2" = 1'-0"A607 DUMPSTER GATE SUPPORT BASE DETAIL 9 1 1/2" = 1'-0"A607 DUMPSTER PANEL JOINT @ GATE 10 3/4" = 1'-0"A607 DUMPSTER TRASH ENCLOSURE WALL SECTION 11 Site amenities for Inglewood Place Subdivision 24' Square Picnic Shelter ICON Shelter Systems, Inc. as represented by: Big T Recreation Draper Utah 801.572.0782 Model: SQ24M-P6-45-100-150 Square Shelter with Multi-Rib Roof Panels and Custom Powdercoat Color. Colors to be determined by Owner. The standard roof pitch is 6:12. Optional pitches range from 3:12 to 12:12. Roof deck: 24 ga. Steel Panel, 24 ga. Steel Standing Seam, 2x6 Tongue & Groove or Structural Wood Panel Roofing materials: 24 ga. Steel Panels, 24 ga. Steel Standing Seam, Asphalt Shingles or Cedar Shingles Single Roof Configuration: All Sizes Two-Tier Vented or Clerestory Roof Configuration: All Sizes Three-Tier Vented or Clerestory Roof Configuration. Additional information available at www.iconshelters.com Rectangle Fire Pit Ore Salt Lake City Utah 801.936.0499 See attached product sheets. Please not this product can be customized to be built to a desired size. e 132 Pierpont Avenue, Garden Level Salt Lake City, UT 84101 info@ore.design | 801.936.0499 ore.design PRODUCT DESCRIPTION: The RECTANGLE FIRE PIT highlights sleek lines with raised, glass panels that add an elegant visual element. This firepit may be fitted for natural gas or EcoSmart bioethanol. CAUTION: Please follow operating instructions carefully. Firepits are for outdoor/exterior use only. 4016 RECTANGLE FIRE PIT: WEIGHT: 115 lbs. Steel | 58 lbs. Aluminum CAPACITY: 0.25 cu ft DIMENSION: 43”L x 28”W x 16”H *Standard Glass Rock: 0.5” - 1” glass rock, 3” deep. Available colors include: brown, black, blue, green, pearl, pink, purple, teal, turquoise & white *Premium Glass Rock: 0.5” - 1” glass rock, 3” deep. Available colors include: red, yellow and orange *Lava Rock: 1”-2”, natural buff *Granite Top adds approximately 70 lbs to the final weight. Formed of either steel or aluminum, our containers and outdoor products are shaped, welded, powder coated (as desired), and packaged exclusively at Ore’s independent manufacturing facility in Salt Lake City, Utah. For more information, please contact your Ore Project Manager. OPTIONS: 4016 RECTANGLE FIRE PIT LEED© POINTS: 1) Material Content 2) Indoor Environmental Quality - Manufacturing 3) Indoor Environmental Quality - Low VOCs 4) Material Reuse 5) Proximity Final points achieved will vary according to materials and destination. LEGAL INFORMATION: ALL RIGHTS RESERVED. INFORMATION IN THIS DOCUMENT IS CONFIDENTIAL AND IS EXCLUSIVE PROPERTY OF ORE INCORPORATED. DELIVERY OF THIS DOCUMENT OR ANY COPY THEREOF OR DISCLOSURE OF SUCH INFORMATION TO UNAUTHORIZED PERSONS IS FORBIDDEN WITHOUT EXPRESSED WRITTEN PERMISSION OF ORE INC. 4016 | Rectangle Fire Pit in Standard Powder Coat Charcoal Gray 4016 RECTANGLE FIRE PITTO SPECIFY THIS PRODUCT: 1) Indicate product name, product number, description, and size. 2) Select material: recycled steel, COR-TEN, or recycled aluminum. If recycled steel or aluminum is specified, select powder-coat color or natural patina finish. 3) Select product-specific options. Standard options may be viewed at ore.design. FRONT ELEVATION RIGHT ELEVATION PLAN 43 27 6 3 36 1/41/4Ø1/4 6 33 3315 1837 43 9 3/824 1/49 3/8 33 315 1822 7 7/812 1/47 7/8 28 4319 3/49 3/4 18 3/44 3/8/287 3/43/4 4 3/8/6 1/44 19 3/4 7 3/46 1/4418 3/4 19 3/4 18 3/44 3/8/4 3/8/7 3/4 6 1/44 CSA Certified H Burner Match Lit - 65k BTU VAC120 0.600 1/82711/82 1/22/446 1/2/1 Ø1/8 0.52066 24 33 3333315 1 9/169 9 1/816 CSA Certified H Burner Natural Gas - 75k BTU VAC120 1837 43 9 3/824 1/49 3/82 9/165/1661 55 1/1/1/ Lid 1533 3 6 1/215 128 6 1/2 28 8 2218 1/8182112122211222111 215 28 31 1928 1/2 PLAN3/1613/164 1/43/4 9 5 1 1/2/ 191/23/163/443/16/2 3/31 15214 1/444 / 31 1/4 16 1/2 1/4 61/428 1/21/4 //6 11/16RIGHT ELEVATIONFRONT ELEVATION CSA CERTIFIED MAT CH LIT BURNER GLASS SURROUND PILOTLESS REMOTE ELECTRONIC IGNITION 26 5/8 14 5/8√ò1/4 6 1/41/4332843 Standard Options: The RECTANGLE FIRE PIT may be fitted with the options below. While firepit dimensions do not change with each option, there may be variations on the top face when selecting your burner. Our Project Managers are on hand to discuss additional options to complement your burner selection. Please note that firepits are for outside use only, regardless of burner selection. 4016 RECTANGLE FIRE PIT LEGAL INFORMATION: ALL RIGHTS RESERVED. INFORMATION IN THIS DOCUMENT IS CONFIDENTIAL AND IS EXCLUSIVE PROPERTY OF ORE INCORPORATED. DELIVERY OF THIS DOCUMENT OR ANY COPY THEREOF OR DISCLOSURE OF SUCH INFORMATION TO UNAUTHORIZED PERSONS IS FORBIDDEN WITHOUT EXPRESSED WRITTEN PERMISSION OF ORE INC.4016 RECTANGLE FIRE PIT132 Pierpont Avenue, Garden Level Salt Lake City, UT 84101 info@ore.design | 801.936.0499 ore.design 4016 | Rectangle Fire Pit in Standard Powder Coat Charcoal Gray 24 3525262728293031323334 P4 P4 P3 LM - --- P4 L M - --- P4 243525262728293031323334 P4 P4 P3 181710 2311121314151619202122- --- P4 P4 P5 LM - --- P4 18 17 102311121314151619202122- --- P4 P4P5 L M - --- P4 HATCH PATTERN DESCRIPTION ELEVATION/ SECTION MATERIAL LEGEND BENJAMIN MOORE - EARTHY RUSSET, SEE MATERIAL SPECIFI CATIONS FOR MORE DETAILS BENJAMIN MOORE - STEM GREEN, SEE MATERIAL SPECIFICATIONS FOR MORE DETAILS BENJAMIN MOORE - CHEATING HEART, SEE MATERIAL SPECIFICATIONS FOR MORE DETAILS BENJAMIN MOORE - WHITE DOVE, SEE MATERIAL SPECIFICATIONS FOR MORE DETAILS BENJAMIN MOORE - WINTER LAKE, SEE MATERIAL SPECIFICTAIONS FOR MORE DETAILS P1 P2 P3 P4 P5 NOTE: REFER TO MATERIAL SPECIFICATIONS DOCUMENT FOR DETAILED INFORMATION REGARDING EACH FINISH MATERIAL HATCH PATTERN DESCRIPTION ELEVATION/ SECTION MATERIAL LEGEND ASPHALT SHINGLE ROOFING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. STANDING SEAM METAL ROOFING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. FIBER CEMENT LAP SIDING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. FIBER CEMENT BOARD & BATT SIDING SYSTEM, SEE PROJECT KEYNOTES & DETAILS. EXTERIOR BRICK VENEER SYSTEM, SEE PROJECT KEYNOTES & DETAILS. CONCRETE MASONRY UNIT, NOT PAINTED PROJECT NO. SHEET TITLE:Plot Date:Architecture Interior Design Landscape Architecture Land Planning Construction Management 7927 High Point Parkway, Suite 300 Sandy, Utah 84094 ph. 801.269.0055 fax 801.269.1425 www.thinkaec.com The designs shown and described herein including all technical drawings, graphic representation & models thereof, are proprietary & can not be copied, duplicated, or commercially exploited in whole or in part without the sole and express written permission from THINK Architecture, inc. These drawings are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. SHEET NUMBER: REVISIONS: DATE: 4/20/2020 4/29/2020 10:23:23 AMINGLEWOOD PLACE SENIOR LIVING MAIN BUILDING3250 E VICTORY ROADMERIDIAN, IDAHO 83642APR 29, 2020 18-077 GARAGE ELEVATIONS A806 PERMIT REVIEW SUBMITTAL -APRIL 29, 20201/8" = 1'-0"A806 NORTH GARAGE ELEV - EAST 1 1/8" = 1'-0"A806 NORTH GARAGE ELEV - NORTH 2 1/8" = 1'-0"A806 NORTH GARAGE ELEV - SOUTH 4 1/8" = 1'-0"A806 NORTH GARAGE ELEV - WEST 3 1/8" = 1'-0"A806 SOUTH GARAGE ELEV - EAST 5 1/8" = 1'-0"A806 SOUTH GARAGE ELEV - NORTH 6 1/8" = 1'-0"A806 SOUTH GARAGE ELEV - WEST 7 1/8" = 1'-0"A806 SOUTH GARAGE ELEV - SOUTH 8 B A UNIT 11 UNIT 12 B A UNIT 7 UNIT 8 VANVANVAN 0 10 20 40 NORTH PUBLICCONNECTIONVICTORY RDEAGLE ROAD PUBLIC ROAD ACCESSIBLE GARAGE RETAIL PAD SOUTH BBQ Pavilion RETAIL PAD CENTRAL RETAIL PAD NORTH OFFICE BUILDING B A UNIT 1 UNIT 2 B A UNIT 3 UNIT 4 B A UNIT 5 UNIT 6 B A UNIT 13 UNIT 14 B A UNIT 9 UNIT 10 MAINTENANCE GARAGE 1 1 1 1 1 1 1 1 3 3 3 1 1 1 1 1 1 4 4 4 1 2 1 2 2 2 4 2 2 1 1 7 8 4 4 3 9 9 10 10 KEYED NOTES CONCRETE PLANTER EDGE, TYPICAL1 2 6' HT. ORNAMENTAL METAL FENCE, TYPICAL 3 BERM - APPROXIMATE 1' CONTOURS SHOWN, TYPICAL 4 6' HT. SOLID VINYL FENCE, TYPICAL 5 NOT USED NOT USED CRUSHED ROCK OVER EXISTING ACCESS DRIVE EXISTING FENCE, FIELD VERIFY. PRESSURE IRRIGATION LINE, SEE CIVIL ENGINEERING PLANS MAIN LINE CONNECTION ASSEMBLY, SEE DETAIL 1, L121 6 7 8 TURF TURF TO BE IRRIGATED AS INDICATED, SEE IRRIGATION LEGEND. SHUB/PERENNIAL PLANTING SHRUB / PERENNIAL PLANTING TO BE IRRIGATED AS INDICATED, SEE IRRIGATION LEGEND. LEGEND 1. IRRIGATION CONTRACTOR TO INSTALL A COMPLETE NEW AND OPERATIONAL IRRIGATION SYSTEM WITHIN THE LIMIT OF WORK. INSTALL ALL IRRIGATION HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE AND RADIUS FOR THE AREA TO BE IRRIGATED. 2. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 3. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 4. THE NEW IRRIGATION SYSTEM MAY INCLUDE BUT IS NOT LIMITED TO IRRIGATION MAIN LINE (PRESSURE PIPE), LATERAL LINES (CIRCUIT PIPE), IRRIGATION VALVES, CONTROL WIRING, CONTROLLER, CONTROLLER ELECTRICAL SUPPLY, BACKFLOW PREVENTER, FILTER, GATE VALVE(S), SLEEVING, ISOLATION VALVES, QUICK COUPLER VALVES, VALVE BOXES, DRIP TUBING AND DRIP COMPONENTS AND IRRIGATION HEADS (FIXED SPRAY, ROTATORS, ROTORS, BUBBLERS). 5. WORK SHALL CONFORM WITH ALL APPLICABLE STANDARDS AND CODES. 6. IRRIGATION CONTRACTOR TO INSTALL CIRCUITS SO AS TO MAINTAIN APPROPRIATE OPERATING PRESSURE FOR EACH HEAD ON THE ENTIRE ZONE AND SHALL BE RESPONSIBLE FOR ENSURING ADEQUATE COVERAGE OF ALL IRRIGATED AREAS. 7. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BECOME FAMILIAR WITH CONDITIONS OF THE SITE INCLUDING GRADES, LOCATIONS OF WALKS, STRUCTURES AND UTILITIES. 8. THE IRRIGATION CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL OF PROPOSED IRRIGATION SYSTEM PRIOR INSTALLATION OF IRRIGATION SYSTEM. 9. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERAL LINES THROUGH WALLS, AND UNDER HARD SURFACES. SLEEVES INSTALLED AT IMPROPER DEPTHS WILL BE RE-INSTALLED BY BORING METHODS. 10. CONTROLLER LOCATION TO BE COORDINATED AND APPROVED BY LANDSCAPE ARCHITECT. INSTALL CONTROLLER AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 11. IRRIGATION CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR 120V AC ELECTRICAL POWER SOURCE AT HE CONTROLLER LOCATION. POWER SOURCE SHALL BE INSTALLED PER CODE. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER. REFER TO THE CONTROLLER MANUFACTURER'S PRODUCT SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS. 12. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR INSTALLING CONDUITS AND WIRING FROM VALVES TO CONTROLLERS. 13. INSTALL CHECK VALVES AS NEEDED TO PREVENT EXCESSIVE DRAINAGE AT LOW POINT OF EACH CIRCUIT. 14. IRRIGATION CONTRACTOR SHALL ADJUST VALVES, FLUSH AND ADJUST IRRIGATION HEADS FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO HARD SURFACES AND ELIMINATE SPRAY ON BUILDINGS AND OTHER VERTICAL SURFACES. 15. ALL IRRIGATION SYSTEM COMPONENTS TO BE INSTALLED AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 16. IT IS THE INTENT TO HAVE ALL PIPING, VALVES, AND WIRING TO BE LOCATED IN PLANTING AREAS, WITH THE EXCEPTION OF LOCATIONS REQUIRED FOR HARD SURFACE CROSSINGS. ADDITIONAL SLEEVES WILL BE REQUIRED. NOT ALL SLEEVES ARE SHOWN. 17. REFER TO PLANTING PLAN FOR COORDINATING HEAD LOCATIONS WITH TREE LOCATIONS. IRRIGATION HEADS TO BE LOCATED TO MINIMIZE TREE CREATED SPRAY SHADOW. 18. ESTIMATED STATIC WATER PRESSURE AT POINT OF CONNECTION: 75 PSI. IRRIGATION CONTRACTOR IS TO NOTIFY LANDSCAPE ARCHITECT IN WRITING IF STATIC PRESSURE IS LESS. 19. ALL VALVE BOXES TO BE SUPPORTED WITH BRICK AS INDICATED. 20. LOCATE IRRIGATION CONTROL VALVES IN LANDSCAPE AREAS, ADJACENT TO WALKS AND CURBS TO GREATEST EXTENT POSSIBLE. 21. THE LANDSCAPE ARCHITECT HAS THE RIGHT TO REFUSE MATERIAL OR WORK WHICH DOES NOT CONFORM TO THE CONSTRUCTION DOCUMENTS. REJECTED WORK SHALL BE BE REMOVED OR CORRECTED AS SOON AS POSSIBLE AT THE EXPENSE OF THE IRRIGATION CONTRACTOR. 22. IRRIGATION CONTRACTOR TO PROVIDE AS-BULT DRAWINGS AS INDICATED IN SPECIFICATIONS. 23. PRIOR TO ACCEPTANCE OF WORK AND AS PART OF THE IRRIGATION PUNCH LIST THE IRRIGATION CONTRACTOR SHALL CONDUCT A MEETING WITH THE OWNER TO DEMONSTRATE THE OPERATION OF THE ENTIRE IRRIGATION SYSTEM INCLUDING WINTERIZATION AND START-UP PROCEDURES AND PROVIDE A RECOMMENDED IRRIGATION SCHEDULE. REMOTE OPERATING EQUIPMENT, IF ANY, SHALL BE GIVEN TO OWNER AT THIS TIME. 24. GUARANTEE: ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF ACCEPTANCE AGAINST ALL DEFECTS IN MATERIAL, EQUIPMENT, AND WORKMANSHIP. GUARANTEE SHALL ALSO COVER REPAIR FOR DAMAGE TO ANY PART OF THE PROJECT PROPERTY RESULTING FROM LEAKS OR OTHER DEFECTS IN MATERIAL, EQUIPMENT OR WORKMANSHIP, TO THE SATISFACTION OF THE OWNER. REPAIRS, IF REQUIRED, SHALL BE COMPLETED PROMPTLY AND AT NO COST TO THE OWNER. 25. EACH TREE TO BE IRRIGATED WITH A PAIR OF BUBBLERS AS INDICATED IN THE DETAIL. EACH PAIR OF BUBBLERS AT EACH TREE TO BE PIPED IN AN IRRIGATION CIRCUIT WITH A MAXIMUM FLOW OF 40 GPM. EACH BUBBLER PAIR HAS A TOTAL FLOW OF 1 GPM. 26. ALL WIRING LAID APART FROM THE IRRIGATION MAIN LINE TO BE IN SLEEVE(S) OF ADEQUATE SIZE BURIED 18" DEEP. 27. SEE CIVIL DRAWINGS FOR PRESSURIZED IRRIGATION MAIN LOCATIONS. GPM = GALLONS PER MINUTE 0-8 GPM 3/4"1"1-1/4" 1-1/2"2" 9-12 GPM 13-22 GPM 23-35 GPM 36-50 GPM 51-75 GPM 2-1/2" IRRIGATION NOTES PIPE SIZING 9 10 IRRIGATION LEGEND ITEMSYM. IRRIGATION PIPE AND WIRING SLEEVE, PVC PIPE, SEE DETAIL MAIN LINE CONNECTION - SECONDARY WATER: SHRUB AND PERENNIAL PLANTING DRIP IRRIGATION CONTROLLER(S), RAIN BIRD EXP LXME CONTROLLER, EXTERIOR PAINTED STEEL WALL MOUNT. PROVIDE EXPANSION MODULES AS REQUIRED TO ACCOMMODATE NUMBER OF VALVES REQUIRED, NOT SHOWN. COORDINATE LOCATION AND POWER SUPPLY WITH OWNER. RAINBIRD XF SERIES TUBING WITH APPROPRIATE DRIP EMITTERS AND DISTRIBUTION TUBING SUFFICIENT TO PROVIDE IRRIGATION TO SHRUBS AND PLANTS, INDICATED WITH HATCH PATTERN. PROVIDE LINE FLUSHING VALVES PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE AIR/VACUUM RELIEF VALVES PER MANUFACTURER'S RECOMMENDATIONS. DRIP IRRIGATION CIRCUITS TO HAVE MAXIMUM FLOW OF 15 GPM MAIN LINE (PRESSURE PIPE), PVC SCH 40, SIZE AT 2.5", LOCATION SHOWN APPROXIMATE, LOCATE AS REQUIRED TO SERVICE IRRIGATION VALVES RAIN BIRD PEB SERIES ELECTRIC CONTROL VALVE RAIN BIRD XCZ-100-PRB-COM DRIP CONTROL ZONE KIT, SIZED AT 1" LATERAL LINE (CIRCUIT PIPE), PVC SCH 40 PROPOSED TREE LOCATION NOT SHOWN, QUANTITY & LOCATION AS REQUIRED TO SERVICE ALL PLANTED AND TURF AREAS RAIN BIRD RD1804 SERIES POP UP SPRAY HEADS WITH U SERIES SPRAY NOZZLES RAIN BIRD XFD-09-12-XXX ON-SURFACE DRIPLINE TUBING, EMITTERS 12" OC, ONE RING AT 12"r, ONE RING AT 36"r, OPTIONAL THIRD RING, SEE DETAIL. TREE WATERING FOR TREES NOT IN LAWN AREAS. HUNTER MP ROTATOR: MP SERIES ON HUNTER PROS-04-PRS40 SPRAY BODY R TURF AREA IRRIGATION TURF ARES TO BE IRRIGATED WITH THE FOLLOWING DEVICES: BRASS SHUT-OFF VALVE AS REQUIRED BY LOCAL JURISDICTION. FILTER - AMIAD MINI SIGMA SELF CLEANING FILTER QUICK COUPLER - RAINBIRD MODEL 44-LRC, WITH MATCHING KEY, MASTER VALVE - RAIN BIRD PESB SERIES. FLOW SENSOR - RAIN BIRD 'FS' SERIES PLASTIC. RAINBIRD WR2 SERIES WIRELESS RAIN/FREEZE SENSOR (NOT SHOWN), COORDINATE LOCATION WITH OWNER QUICK COUPLER VALVE, RAINBIRD 44-LRC WITH MATCHING VALVE KEY & HOSE SWIVEL ELL L120 OVERALL IRRIGATION PLAN REVISIONS: PROJECT NO.INGLEWOOD PLACE SENIOR LIVING3250 EAST VICTORY ROAD MERIDIAN IDAHOLANDSCAPE DATE: SHEET TITLE: SHEET NUMBER: 18077 28 APRIL 2020 Architecture Interior Design Landscape Architecture Land Planning Construction Management 7927 High Point Parkway, Suite 300 Sandy, Ut 84094 ph. 801.269.0055 fax 801.269.1425 www.thinkaec.com The designs shown and described herein including all technical drawings, graphic representation & models thereof, are the copyrighted work of Think Architecture, Inc. and connot be copied, duplicated, or commercially exploited in whole or in part without the sole and express written permission from THINK Architecture, Inc. These drawings are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. 9 MARCH 2020 OVERALL IRRIGATION LA-16858STATE O F ID A H OLICENSED LAND S C A P E A RCHITECT* *TROY R SANDE RS NOTE 1. INLET PIPE LENGTH OF FLOW SENSOR MUST BE MIN. 10X PIPE DIA. STRAIGHT, CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. OUTLET PIPE LENGTH OF FLOW SENSOR MUST BE MIN. 5X PIPE DIA. OF STRAIGHT CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. 2. ALL VALVE BOXES TO HAVE BRICK FOUNDATIONS. 3. LOCATION OF FILTER TO BE APPROVED BY OWNER. VERTICAL MAIN LINE PIPE AND FITTINGS ABOVE GRADE TO AND FROM FILTER TO BE GALVANIZED DIRECTION OF FLOW MAIN LINE FROM POINT OF CONNECTION FINISH GRADE MAIN SHUT OFF VALVE, STOP AND WASTE WITH PVC SLEEVE PRESSURE REDUCING VALVE (AS REQUIRED BY WATER DISTRICT) VALVE BOX, TYPICAL 3/4" WASHED GRAVEL. 6" DEPTH, TYPICAL 6" THICK CONCRETE SLAB, PROVIDE OPENINGS FOR MAIN LINE AND FLUSHING PIPING, EXTEND 6" MIN. BEYOND OUTSIDE DIMENSION OF ENCLOSURE BRONZE BALL VALVE, TYPICAL OF 2 UNION, TYPICAL OF 2 FLUSH PIPE AS PER MANUFACTURER'S AND OWNER'S REQUIREMENTS. COMPACTED SUB-GRADE MASTER CONTROL VALVE, SEE IRRIGATION LEGEND, INSTALL UNIONS AT EACH SIDE OF VALVE DIRECT BURY WIRE SPLICE KIT (3M-DBY), TYPICAL ALL WIRE CONNECTIONS FLOW SENSOR WITH SENSOR RECEPTACLE TEE, SEE IRRIGATION LEGEND NON-RISING STEM BRONZE GATE VALVE #4 REBAR DRIVEN INTO UNDISTURBED SOIL 18" MIN. QUICK COUPLER VALVE, SEE IRRIGATION LEGEND, STRAP TO REBAR USING STAINLESS STEEL SCREW CLAMPS, (2) MIN. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 20 21 22 23 24 25 2 3 4 6 7 11 12 13 14 1516 METAL, SOLID PANEL SECURITY ENCLOSURE, PROVIDE ENCLOSURE OF ADEQUATE SIZE TO ACCOMMODATE FILTER AND PIPING. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. MAIN LINE CONNECTION ASSEMBLY - NON POTABLE WATER 1 MAIN LINE (PRESSURE PIPE) MANUAL DRAIN VALVE, SEE DETAIL PVC SCH 40 SLEEVE 15 16 17 5 8 9 10 FILTER, SEE IRRIGATION LEGEND 1716 20 21 22 23 24 25 TO IRRIGATION SYSTEM18 GRAVEL SUMP, 18" x 18" x 18" MINIMUM18 GEOTEXTILE / FILTER FABRIC19 19 QUICK COUPLING VALVE ASSEMBLY 1 2 3 4 5 7 9 1 2 3 4 5 8 7 9 6 8 6 NOTE: 1. INSTALL (1) QUICK COUPLING VALVE IN LOCATIONS INDICATED ON PLAN 2. INSTALL VALVE BOX SO TOP OF BOX IS AT FINISH GRADE IN TURF AND 2" ABOVE FINISH GRADE IN PLANTING AREAS. 3. TOP OF QUICK COUPLER VALVE TO HAVE 3" MIN. CLEARANCE FROM VALVE BOX LID SECURE VALVE TO REBAR WITH (2) MIN. STAINLESS STEEL SCREW CLAMPS 3 QUICK COUPLER - SEE EQUIPMENT SCHEDULE (MOUNT 4 - 6" BELOW GRADE) 10" ROUND GREEN PLASTIC VALVE BOX, FINISH GRADE 1" GALVANIZED RISER, LENGTH AS REQUIRED 6" MIN. DEPTH 3/4" WASHED GRAVEL MAIN SUPPLY LINE 1" DOUBLE ELBOW SWING JOINT ASSEMBLY #4 REBAR, DRIVEN INTO SOIL 18" MIN.2"MANUAL DRAIN VALVE ASSEMBLY NOTE: 6 5 6 8 10 7 9 10 8 7 9 5 4 3 2 1 3 4 12 LOCKING CAP PERMANENTLY ATTACHED TO SLEEVE. 4" CLEAR 11 11 3/4" GRAVEL, FILL TO 3" BELOW TOP OF SLEEVE 2 1. ALL PVC NIPPLES TO BE SCH. 80 2. PROVIDE VALVE KEY TO OWNER 3. INSTALL AT ALL LOW POINTS OF MAIN LINE FOR ADEQUATE DRAINAGE 10" ROUND VALVE BOX W/ LOCK BOLT FINISH GRADE 2" PVC SCH. 40 SLEEVE NOTCHED OVER VALVE PVC SCH. 80 TEE & MAIN LINE 3/4" PVC SCH. 80 ELBOW 3/4" PVC SCH. 80 NIPPLE (LENGTH AS REQUIRED) 3/4" BALL VALVE 3/4" MARLEX STREET ELBOW GRAVEL SUMP - 18" x 18" x 12" MIN. SIZE3"7 6 5 1 4 2 3 1 2 EXISTING HARD SURFACE TO BE SAWCUT, PATCH AS REQUIRED CONCRETE OR ASPHALT PAVING WIDTH AS REQUIRED3 4 DEPTH TO BE 24" MIN. OR TO MATCH MAIN LINE AS REQUIRED 5 6 7 COMPACTED BACKFILL FREE FROM ROCK GREATER THAN 1" IN DIAMTER CONTROL WIRE SLEEVE TO BE 6" TO EITHER SIDE OR 6" BENEATH MAIN LINE MAIN LINE / LATERAL LINE IN PVC SLEEVE NOTE: 1. SLEEVES 4" AND SMALLER TO BE PVC SCH. 40 PIPE. 2. SLEEVES LARGER THAN 4" TO BE PVC CLASS 200 PIPE. 3. ALL SLEEVES TO BE 2" LARGER THAN PIPE TO BE SLEEVED. 4. SLEEVES FOR WIRING TO BE 2" LARGER I.D. THAN CONTROL WIRE BUNDLE. 5. CONCRETE OR ASPHALT PATCH TO MATCH EXISTING CONCRETE OR ASPHALT CUT FOR PIPE TRENCH. SLEEVES FOR IRRIGATION PIPE AND WIRE 7 6 5 4 2 1 1 3 4 5 2 6 7 7 8 8 3 8 10 BACKFILL SOIL FREE FROM ROCKS GREATER THAN 1" DIAMETER. TOPSOIL FREE FROM ROCKS GREATER THAN 1" DIAMETER. LAYER THICKNESS AS INDICATED IN PLANTING NOTES 12" 10 DECTABLE WARNING TAPE AT MAIN LINE TRENCH DETAIL 6 9 9 IF LAWN IS EXISTING, REPLACE SOD AS PER OWNER'S SPECIFICATIONS ADJACENT HARD SURFACE NON-PRESSURE LATERAL LINE PRESSURE MAIN LINE DIRECT BURIAL, LOW VOLTAGE CONTROL WIRES; TAPE AND BUNDLE AT 10' O.C. PLACE 6" EITHER SIDE, OR 6" BELOW MAIN LINE PIPE. MORTAR SAND BEDDING 2" BELOW AND ABOVE PIPE PIPE DEPTHS: MAIN LINE: 24 - 30" COVER LATERAL LINE: 8 - 16" COVER FLOW SENSOR MASTER VALVE SENSOR RECEPTACLE TEE FLOW SENSOR MIN. 18/2 WIRE TO ACC POWER MODULE. MAXIMUM WIRE DISTANCE RUN OF 1,000' FCT FITTING SELECTION NOTE: 1. INLET PIPE LENGTH OF FLOW SENSOR MUST BE MIN. 10X PIPE DIA. STRAIGHT, CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. OUTLET PIPE LENGTH OF FLOW SENSOR MUST BE MIN. 5X PIPE DIA. OF STRAIGHT CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. STANDARD VALVE BOX FINISH GRADE MAIN LINE PIPE FCT400 FCT308 FCT300 FCT208 FCT200 FCT158 FCT150 FCT100 SCH. 40 SCH. 80 SCH. 40 SCH. 80 SCH. 40 SCH. 80 SCH. 40 SCH. 40 4 INCH 3 INCH 3 INCH 2 INCH 2 INCH 1.5 INCH 1.5 INCH 1 INCH 3 4 5 6 2 17 1 2 3 4 5 6 7 5MASTER VALVE (3")4 1 2 WATERPROOF CONNECTION (3M-DBR/Y-6), TYPICAL 30" LINEAR LENGTH OF WIRE, COILED MASTER VALVE, SEE IRRIGATION SCHEDULE3 4 VALVE BOX WITH COVER FINISH GRADE5 6 MAIN LINE PVC REDUCING MALE ADAPTER7 8 BRICK, 1 OF 4 3" MIN. DEPTH OF 3/4" WASHED GRAVE.93" MIN.4 2 1 3 7 8 9 6 5 MULTI-OUTLET EMISSION DEVICE INSIDE VIEW DIFFUSER BUG CAP: RAIN BIRD DBC-025 (1 OF 2 SHOWN, 8 POSSIBLE) UNIVERSAL 1/4" TUBING STAKE: RAIN BIRD TS-025 (1 OF 2 SHOWN, 8 POSSIBLE) 1/4" DISTRIBUTION TUBING: RAIN BIRD XQ TUBING (LENGTH AS REQUIRED) (1 OF 2 SHOWN, 8 POSSIBLE) SUBTERRANEAN EMITTER BOX: RAIN BIRD SEB 7XB MULTI-OUTLET EMISSION DEVICE: RAIN BIRD XERI-BIRD XBD-80 TOP OF MULCH FINISH GRADE PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 TEE OR ELL PVC LATERAL PIPE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL SINGLE-OUTLET BARB INLET X BARB OUTLET EMITTER: RAIN BIRD XERI-BUG EMITTERNOTES: 1. COIL ADDITIONAL 9" OF TUBING IN EMITTER BOX TO FACILITATE MAINTENANCE. 2. RAIN BIRD XERI-BUG BARB X BARB EMITTERS ARE AVAILABLE IN THE FOLLOWING MODELS: XB-05PC 0.5 GPH XB-10PC 1.0 GPH XB-20PC 2.0 GPH GD FEHC AB1 2 3 6 7 8 10 6 7 8 10 54321 11 12 11 5 12 5 4 9 9 15 NOTES: 1. INSTALL EMITTER PER MANUFACTURER'S WRITTEN INSTRUCTIONS DIFFUSER BUG CAP TUBING STAKE DISTRIBUTION TUBING TOP OF MULCH SINGLE-OUTLET BARB INLET X BARB OUTLET EMITTER 1/2" POLYETHYLENE TUBING FINISH GRADE DRIP EMITTER WITH DISTRIBUTION TUBING 11 1 2 3 4 5 6 77 6 5 4321 PVC TO PE PIPE CONNECTION, SEE DETAIL 18/L121 ADDITIONAL IN-LINE EMITTER TUBING IF REQUIRED FOR LARGE NEW TREES OR EXISTING TREES. PLACE DRIP LINES AT 2'-0" INTERVALS TO EDGE OF DRIP LINE OF TREE INSTALL IN-LINE EMITTER TUBING WITH EMITTERS SPACED EVENLY ON TOP OF ROOT BALL 12"24" (1) 1 GPH INDICATOR EMITTER INTO IN-LINE EMITTER TUBING AT BASE OF TREE, SEE DETAIL 19/L121 PVC LATERAL LINE (12" DEEP) TREE ROOT BALL 24"IN-LINE EMITTER TUBING STAPLED ON TOP OF FINISH GRADE. INSTALL IN-LINE EMITTER TUBING UNDER WEED BARRIER FABRIC WITH MULCH PLACED ON TOP. NO KINKS IN LINE. NOTE: 1. ALL FITTINGS TO INLINE DRIP TUBING TO BE COMPRESSION FITTINGS. IF MALE INSERTS ARE NEEDED, INSTALL WITH OETICKER CLAMPS. 2. FOR EVERGREEN TREES, LOCATE INDICATOR EMITTER ON OUTSIDE OF OUTER DRIP RING. 1/4" TUBING STAKE FINISH GRADE TOP OF MULCH 1/4" SELF-PIERCING BARBED EMITTER - (1) GPH DIFFUSER CAP IN-LINE EMITTER TUBING (UNDER WEED FABRIC) NOTE: 1. CONNECT SELF-PIERCING EMITTER DIRECTLY INTO IN-LINE EMITTER TUBING. 2. THIS IS AN INDICATOR EMITTER ONLY, TO BE USED AT EACH TREE RING AND AREA WHERE IN-LINE EMITTER TUBING IS INSTALLED. 3. 1/4" TUBING LENGTH: MINIMUM 14", MAXIMUM 24". 4. REFER TO DETAIL 17/L121 1/2" MALE IPS INSERT ELL FLEXIBLE POLYETHYLENE PIPE TOP OF MULCH BARB TEE FEMALE ADAPTER 17mm X 3/4" FPT X 17mm 3/4" MALE NPT X 1/2" BARB ADAPTER INLINE EMITTER TUBING UNDER WEED FABRIC SCH 40 TEE OR ELBOW NOTE: 1. USE AT TREE RINGS ONLY, REFER TO DETAIL 17/L121 1/4" TUBING PVC TO IN-LINE EMITTER 18 FINISH GRADE PVC LATERAL LINE INDICATOR EMITTER 19TREE IN-LINE EMITTER TUBING LAYOUT (PLANTER AREAS)17DRIP CONTROL ZONE KIT 16 1 MAINLINE PIPE (PRESSURE PIPE) PVC SCH 80 TEE OR ELL PVC SCH 80 NIPPLE LENGTH VARIES, TYP. PVC SCH 80 THREAD x THREAD ELL PVC SCH 80 THREAD BALL VALVE FINISH GRADE VALVE BOX WITH COVER 30-INCH LINEAR LENGTH OF WIRE, COILED PVC SCH 80 UNION BY DURA VALVE TAG CONTROL VALVE PRESSURE REGULATING QUICK CHECK BASKET FILTER PVC SCH 80 MALE ADAPTER PVC SCH 40 PIPE TO IRRIGATION CIRCUIT BRICK FOOTING, 1 OF 4 6" MIN. LAYER OF 3/4-INCH WASHED GRAVEL 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 6 7 8 9 5 11 12 13 10 3 4 3 16 14 15 17 2 1 3 10 WATERPROOF CONNECTOR, 3M DBY9 NOTES: 1. BACKFILL AT VALVE BOX TO SET AND PREVENT SETTLING OF VALVE BOX. 2. SCRUBBER VALVE REQUIRED FOR ALL SECONDARY WATER APPLICATIONS. 3 T X T BUSHING TO LATERAL SCH. 80 ELBOW WITH SCHED. 80 NIPPLE INTO 3/4" WASHED GRAVEL, 6" DEPTH MINIMUM 16 13 14 15 12 CONTROL WIRES LATERAL LINE SCH. 80 NIPPLE ON EITHER SIDE OF UNIONCARSON-BROOKS 1419-1220 BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION) PROVIDE 24" EXPANSION LOOP AT EACH WIRE CONNECTOR IN BOX. WATER TIGHT CONNECTORS (3M DBY ONLY) JUMBO VALVE BOX WITH STAINLESS STEEL BOLTS. (BOLT DOWN LID). (MUST BE APPROVED 15 12 5 4 10 8 7 9 1 8 11 11 10 9 8 14 13 PVC SCH. 80 UNION 3 2 1 10"-16" THREADED NIPPLE WITH BUSHING 16 CONTROL VALVE ASSEMBLY 12 NOTE: 1. ONE REMOTE CONTROL VALVE PER JUMBO SIZE BOX. 2. ALL FITTINGS AND NIPPLES IN MANIFOLD SHALL BE SCH. 80 THREADED PVC, USING TEFLON TAPE AND #5 RECTOR SEAL. 3. VALVE MANIFOLD TO BE INSTALLED GOING AWAY FROM MAIN LINE 1 FOOT MINIMUM BEFORE CHANGE IN DIRECTION. 9 2 PVC SCH 80 T X T ELBOW4 PVC SCH. 80 NIPPLE; LENGTH AS REQUIRED (TYP.)5 LINE FROM MANIFOLD CONNECTION6 7 ELECTRIC CONTROL VALVE - SEE IRRIGATION SCHEDULE 6 TOP OF VALVE BOX FLUSH WITH FINISH GRADE WITH 'CV' OPTION INSTALLED MODEL PROS-06-CV SPRAY HEAD LATERAL PIPE FINISH GRADE LATERAL TEE OR ELL SWING JOINT: HUNTER 'PRO-FLEX' TUBING, HSBE-050 ELBOWS (2), & MARLEX STREET ELBOW (1) 1 2 3 4 5 ROTARY NOZZLE ON POP-UP 10 POP-UP SPRAY SPRINKLER: SEE LEGEND FINISH GRADE/TOP OF MULCH1 2 3 4 5 PVC SCH 40 SxSxT TEE OR ELL PVC LATERAL PIPE 24" MAXIMUM LENGTH SWING ASSEMBLY FLEX TUBE 6 1/2" BARB 90d 7 1/2" MARLEX 90d ELL POP-UP SPRINKLER (LAWN AREA)14 1 2 3 7 4 6 5 1 2 5 3 4 2 1 COPPER GROUND PLATE (4" X 96" X .0625") ELECTRIC SPHERE OF INFLUENCE BOUNDARIES 1.5' X 24" AND 10' DIAMETER 3 #6 AWG SOLID BARE COPPER WIRE (TYP) 5 4 5/8" DIAMETER 10' LONG UL LISTED COPPER CLAD GROUNDING ROD 6 CONCRETE PAD IRRIGATION CONTROLLER - SEE CONTROLLER DETAIL 7 PVC SWEEP ELL 1-1/2" OR LARGER 8 CADWELD CONNECTION 10 9 10" ROUND VALVE BOX EARTH CONTACT MATERIAL (POWER SET) C 2 34 5 PLAN VIEW ELEVATION 11 FINISH GRADE GROUNDING ROD 30"MIN.12"MIN.11.00' MIN.10.00'8.00' GROUNDING ROD AND PLATE 8 NOTES: 1. DO NOT INSTALL ANY OTHER WIRES OR CABLE WITHIN THE SPHERE OF INFLUENCE. 2. PLACE 100 LB POWER SET SOIL AMENDMENT TO EACH PLATE AS PER MANUFACTURER'S WRITTEN INSTRUCTION. 1 2 4 6 7 3 11 9 1 5 10 11 5 3 3 OUTSIDE WALL IRRIGATION CONTROLLER IN METAL CABINET WITH OUTSIDE WALL MOUNT. INSTALL CONTROLLER AND CABINET ON WALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. JUNCTION BOX 1-INCH CONDUIT AND FITTINGS TO POWER SUPPLY POWER SUPPLY WIRE 2-INCH CONDUIT AND FITTINGS FOR STATION WIRES WIRES TO REMOTE CONTROL VALVES NOTES: 1. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 4O PVC CONDUIT FOR BELOW GRADE CONDITIONS. 2. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. 1 CONTROLLER, WALL MOUNT 9 5 2 6 3 4 1 2 3 4 5 6 VALVE MANIFOLD ASSEMBLY 13 OFF ONOFF ONOFF ONOFF ONNOTE: 1. PRO SERIES VALVE BOXES ARE NOT ACCEPTABLE. 1 2 3 4 5 6 7 8 9 1 2 VALVE BOX, TYPICAL ELECTRIC REMOTE CONTROL VALVE, TYPICAL SCH. 40 PVC PIPE AND FITTINGS3 O-RING MANIFOLD FITTINGS, DURA 332-0204 SCH 40 PVC PIPE TO CIRCUIT, TYPICAL5 1" SWING JOINT ASSEMBLY6 1" QUICK COUPLER VALVE7 BRONZE BALL VALVE8 TEE FROM MAIN LINE (PRESSURE PIPE)9 L121 IRRIGATION DETAILS REVISIONS: PROJECT NO.INGLEWOOD PLACE SENIOR LIVING3250 EAST VICTORY ROAD MERIDIAN IDAHOLANDSCAPE DATE: SHEET TITLE: SHEET NUMBER: 18077 28 APRIL 2020 Architecture Interior Design Landscape Architecture Land Planning Construction Management 7927 High Point Parkway, Suite 300 Sandy, Ut 84094 ph. 801.269.0055 fax 801.269.1425 www.thinkaec.com The designs shown and described herein including all technical drawings, graphic representation & models thereof, are the copyrighted work of Think Architecture, Inc. and connot be copied, duplicated, or commercially exploited in whole or in part without the sole and express written permission from THINK Architecture, Inc. These drawings are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. 9 MARCH 2020 LA-16858STATE O F ID A H OLICENSED LAND S C A P E ARCH ITECT* *TROY R SANDE RS MATCH LINEMATCH LINEBAUNIT 11UNIT 12BAUNIT 7UNIT 8VANVANVAN0102040NORTHPUBLIC CONNECTION VICTORY RD EAGLE ROADPUBLIC ROADACCESSIBLEGARAGERETAIL PADSOUTHBBQPavilionRETAIL PADCENTRALRETAIL PADNORTHOFFICE BUILDINGBAUNIT 1UNIT 2BAUNIT 3UNIT 4BAUNIT 5UNIT 6BAUNIT 13UNIT 14BAUNIT 9UNIT 10MAINTENANCEGARAGE11111111333111111444121222556642215617EDGE OF EXISTINGACCESS DRIVE8END OF VINYLFENCE12' GRAVEL DRIVE44END OF VINYL FENCE999999931110121212KEYED NOTESPLANTING NOTESINSTALL CONCRETE PLANTER EDGE, TYPICAL, SEE DETAIL 5/L113121.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALLUTILITY COMPANIES FOR FIELD LOCATION OF ALL UNDERGROUNDUTILITIES, INCLUDING UTILITY DEPTHS, PRIOR TO ANY EXCAVATION.CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY AND ALL COSTOR OTHER LIABILITY INCURRED DUE TO DAMAGE OF UTILITIES,STRUCTURES, ETC.2.CONTRACTOR SHALL BE RESPONSIBLE FOR BECOMING AWARE OFALL RELATED EXISTING CONDITIONS, UTILITIES, PIPES, AND STRUCTURES,ETC. PRIOR TO BIDDING AND CONSTRUCTION.3.IF CONFLICTS ARISE BETWEEN SITE CONDITIONS ANDCONSTRUCTION DOCUMENTS, CONTRACTOR IS REQUIRED TO CONTACTOWNER'S REPRESENTATIVE FOR RESOLUTION. FAILURE TO MAKE SUCHCONFLICTS KNOWN TO THE OWNER'S REPRESENTATIVE WILL RESULT IN THECONTRACTOR BEING LIABLE TO RECONCILE CONFLICTS TO OWNER'SSATISFACTION.4.THE CONTRACTOR IS RESPONSIBLE TO FURNISH ALL PLANT MATERIALFREE OF PESTS AND/OR PLANT DISEASES AND WITH FULL AND NATURALSHAPE. ALL PLANT MATERIAL IS SUBJECT TO OWNER'S APPROVAL PRIORTO INSTALLATION.5.PRE-SELECTED OR "TAGGED" MATERIAL MUST BE INSPECTED BY THECONTRACTOR AND CERTIFIED PEST AND DISEASE FREE.6.THE CONTRACTOR IS OBLIGATED TO MAINTAIN AND WARRANT ALLPLANT MATERIALS AS SPECIFIED.7.PROVIDE MATCHING SIZES AND FORMS FOR EACH SPECIES OFTREES AND/OR PLANTS TO BE INSTALLED ON GRID OR SPACED IN ROWSAS INDICATED ON DRAWINGS. ALL PLANT MATERIAL TO BE PLANTED INSUCH MANNER AS TO BE EQUALLY SPACED. PLANT LOCATIONS SUBJECTTO ACCEPTANCE BY THE OWNERS REPRESENTATIVE.8.THE LANDSCAPE CONTRACTOR SHALL SCHEDULE PLANTINGOPERATIONS AND TAKE ALL NECESSARY PRECAUTIONS TO AVOIDWINTER, CLIMATIC, WILDLIFE, OR OTHER DAMAGE TO PLANT MATERIAL.9.CONTRACTOR SHALL PLACE A 12" DEEP LAYER MINIMUM OFTOPSOIL TO ALL SHRUB/PERENNIAL PLANTING AREAS. IMPORT TOPSOILAS REQUIRED.10.CONTRACTOR SHALL PLACE A 4" DEEP LAYER MINIMUM OFTOPSOIL TO ALL LAWN/TURF PLANTING AREAS. IMPORT TOPSOIL ASREQUIRED.11.PITS FOR ALL PLANT MATERIAL SHALL BE DUG 3 TIMES THE DIAMETEROF THE ROOT BALL. DEPTH OF PLANT PITS TO BE AS INDICATED INPLANTING DETAILS. EXCAVATED MATERIAL SHALL BE REMOVED FROMTHE SITE.12.TREES LESS THAN TWO-INCH CALIPER MUST BE DOUBLE-STAKEDUNTIL THE TREES MATURE TO A TWO-INCH CALIPER.13.CONTRACTOR TO PRUNE TREES AS DIRECTED BY LANDSCAPEARCHITECT FOR PROPER TREE SHAPING.14.CONTRACTOR TO REMOVE ALL TAGS, TIES AND FLAGGING FROMALL PLANT MATERIAL PRIOR TO SUBSTANTIAL COMPLETION.15.PLANT BACKFILL MIXTURE SHALL BE COMPOSED OF 3 PARTSTOPSOIL TO 1 PART HUMUS, ROTARY MIXED ON-SITE PRIOR TOINSTALLATION.6' HT. ORNAMENTAL METAL FENCE, TYPICAL, SEE DETAIL 1/L1103BERM - APPROXIMATE 1' CONTOURS SHOWN, TYPICAL46' HT. SOLID VINYL FENCE, TYPICAL, SEE DETAIL 2/L1105IRRIGATION EASEMENT - NO TREES TO BE PLANTED WITHIN, SEE PLATMAP.INGRESS/EGRESS EASEMENT, SEE CIVIL PLANS. PLANTS LIMITED TOLOW GROWING SHRUBS, PERENNIALS, AND GROUND COVERSPLACE 3" LAYER OF 1" CRUSHED ROCK OVER EXISTING ACCESSDRIVE. GRADE CRUSHED ROCK TO MATCH FINISH GRADE AT ALLEDGES OF EXISTING ACCESS DRIVE.EXISTING FENCE, FIELD VERIFY.25' STREET BUFFER / LANDSCAPE BUFFER24' SQUARE PICNIC SHELTER, MANUFACTURED BY: ICON SHELTERSYSTEMS, INC., HOLLAND, MI. PHONE: 800.748.0985.www.iconshelters.com. MODEL SQ24M-P6-45-100-150. PROVIDESHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION.RECTANGLE FIRE PIT, MANUFACTURED BY: ORE, SALT LAKE CITY, UT.PHONE: 801.936.0499. https://ore.design. FIREPIT TO BE CUSTOMMANUFACTURED, APPROXIMATE SIZE: 108"L x 28"W x 16" H. PROVIDEOPTIONS AS REQUIRED BY OWNER.DUMPSTER ENCLOSURE, SEE DETAIL 1/L1146BUFFERS:·MIN. 25' LANDSCAPE BUFFER FROM PROPERTY LINE ADJACENT TOEAGLE RD AND VICTORY RD·MIN. 25' LANDSCAPE BUFFER BETWEEN DIFFERING ZONE TYPES.PLANTING LIMITED DUE TO SEWER EASEMENT.LINEAL FEET OF STREET FRONTAGE:1,269'ACREAGE DEDICATED TO OPEN SPACE:SENIOR FACILITY0.99 ACRESMULTI-FAMILY (COTTAGES)0.46 ACRES (SEE OPEN SPACE PLAN)STREET TREES·ALONG VICTORY RD AND EAGLE RD:51·RESIDENTIAL:27·TOTAL78NUMBER OF TREES PROVIDED IN COMMON LOTS:·ZONE C-C:45·CENTRAL R-15:50·EASTERN R-15:50MITIGATION FOR REMOVAL OF EXISTING TREES:·NO EXISTING TREES ON SITELANDSCAPE DESIGN STANDARDS7891011128' O.C.6' SOLID VINYL FENCE26'-0"30"3"12"POST CAPTOP RAIL, 1-1/2" x 5-1/2"PICKETS, TONGUE AND GROVE, 5/8" x 11-3/8"END CHANNELPOST, 5" x 5"BOTTOM RAIL WITH METAL REINFORCING,1-1/2" x 5-1/2"FINISH GRADE12" DIA. CONCRETE POST FOOTINGNOTES:1. DIMENSIONS ARE APPROXIMATE.2. PROVIDE SHOP DRAWINGS TO LANDSCAPEARCHITECT FOR APPROVAL PRIOR TOINSTALLATION.3. COLOR: WHITE WITH EMBOSSED TEXTURE.4. TOP OF CONCRETE CURB 1" ABOVE SOILFINISH GRADE.4"12" DIA. CONCRETEFOOTING8'-0" O.C.1" SQ. PICKET, TYP3-3/4" TYP.UNDISURBED ORCOMPACTED SUBGRADE12"9"+/-FINISH GRADE 6' HT. ORNAMENTAL METAL FENCE1NOTE:1. PRE-FABRICATED FENCE TO BE AMERISTAR,AEGIS II STYLE OR APPROVED EQUAL, ASMANUFACTURED BY AMERISTAR, TULSA, OK.PHONE: 800.321.8724.2. INSTALL FENCE PER MANUFACTURER'S WRITTENINSTRUCTIONS3. ALL STEEL FENCE COMPONENTS TO BE POWDERCOATED, BLACK.5. CONTRACTOR TO SUBMIT SHOP DRAWINGS FORAPPROVAL PRIOR TO INSTALLATION.CONCRETE PATIO/DECK6'-0"6"30"3"2"FENCE OVER CONCRETEPATIO/DECKFENCE OVER LAWN WITHCONCRETE CURBCONCRETE CURB, 6" x 8"L110OVERALLLANDSCAPE PLANREVISIONS:PROJECT NO.INGLEWOOD PLACE SENIOR LIVING 3250 EAST VICTORY ROAD MERIDIAN IDAHOLANDSCAPEDATE:SHEET TITLE:SHEET NUMBER:1807728 APRIL 2020ArchitectureInterior DesignLandscape ArchitectureLand PlanningConstruction Management7927 High Point Parkway, Suite 300Sandy, Ut 84094ph. 801.269.0055fax 801.269.1425www.thinkaec.comThe designs shown and described herein includingall technical drawings, graphic representation &models thereof, are the copyrighted work of ThinkArchitecture, Inc. and connot be copied,duplicated, or commercially exploited in whole orin part without the sole and express writtenpermission from THINK Architecture, Inc.These drawings are available for limited reviewand evaluation by clients, consultants, contractors,government agencies, vendors, and officepersonnel only in accordance with this notice.9 MARCH 2020OVERALL LANDSCAPELA-16858S T ATE OF IDAHOLICENSED LANDSCAPE A R CHITE C T **TR O Y R SANDERS MATCH LINEBAUNIT 11UNIT 12BAUNIT 7UNIT 8VANPUBLIC CONNECTION VICTORY RD PUBLIC ROADBBQPavilionBAUNIT 1UNIT 2BAUNIT 3UNIT 4BAUNIT 5UNIT 6BAUNIT 13UNIT 14BAUNIT 9UNIT 101 - VOC1 - LST1 - ACQ2 - CSK4 - ATP3 - SJN3 - TMD5 - TBR4 - BGM5 - CAE3 - ATP11 - HEM.S3 - SJN3 - RKO4 - PFR3 - PLO4 - PFR2 - CSK1 - CCA4 - SJN5 - CSK1 - ACQ4 - HEM.R5 - PLO3 - EFE5 - PMP4 - PLO6 - FOG5 - HEM.P2 - NDG5 - PFJ2 - PMP1 - PAC3 - PFJ4 - PMP6- RAG1 - CAG15 - PFA4 - CSK7 - TBR4 - RAG4 - PFR6 - RKO4 - PLO3 - EFE5 - HEM.P1 - ACQ9 - PKR5 - PMP2 - SJN2 - PFJ6 - HEM.P4 - CSK3 - TMD1 - CAG5 - RGM3 - POS3 - PFR3 - RKO11 - HEM.S3 - VOC2 - PRS3 - SJN2 - NGD5 - HEM.P6 - FOG3 - RKO7 - HEM.S3 - RKO7 - HEM.S3 - HOS4 - SJN5 - ACQ4 - PLO4 - EFE3 - HOS6 - CDI4 - SJN2 - CSK3 - POS3 - VOC3 - PLO1 - PAC2 - PNI2 - PRS1 - CAG1 - PAC1 - CAG1 - PNI1 - PAC1 - LST1 - PRS2 - PNI1 - PAC3 - PRS4 - CAE2 - PNI3 - PFR8 - SJN1 - VOC5 - RGM3 - RKO4 - ATP4 - PLO1 - CCA5 - SJN4 - BMG2 - TBR3 - TBR5 - CAE6 - PMP11 - HEM.S5 - HEM.P2 - NGD7 - HEM.S4 - SJN2 - NDG1 - MSS11 - HEM.S3 - VOC3 - POS1 - CCA4 - PLO2 - VOC3 - TMD5 - RGM3 - PFR3 - SJN8 - SJN1 - CCA3 - ATP3 - HOS6 - CDI3 - PLO4 - BGM4 - HEM.R3 - RGM3 - TBR6 - CDI1 - CCA4 - VOC5 - CAE1 - GTI4 - CDI4 - SJN7 - HEM.S3 - PLO4 - BGM4 - HEM.R5 - HEM.P3 - HOS6 - CDI6 - SJN5 - VOC3 - PFA2 - POS5 - RGM3 - PFR1 - VOC5 - CCB8 - SJN5 - PXC3 - RKO1 - ACQ2 - CAE5 - CCB4 - SJN3 - SBA2 - CAE4 - PFJ4 - SJN3 - RKO4 - SJN4 - PFJ3 - PXC1 - PRS9 - HEM.S4 - CAE5 - EFE2 - MSS5 - ATP2 - TBR2 - CSK3 - FOG3 - HEM.S3 - FOG3 - HEM.S1 - MSS13 - SAE2 - CKS1 - LST1 - CCA5 - RKO3- VOC7 - ATP2 - VOC131111142625 - CSK5 -CSK3- PFR4 - PLO3 - RAG1 - LST3 - TBR8 - SBA1 - PNI1 - ACQ3 - TBR1 - CAG2 - TBR3 - RAG1 - CAG3 - TBR3 - TMD4 - PLO4 - PFJ44END OF VINYL FENCE96 - RKO4 - PMP8 - RKO1 - QRS5 - CAK2 - PXC4 - CAK6 - SJN10 - RKO5 - HEM.S5 - PVH3 - TBR5 - CSK4 - SJN102 - ACQ12124 - CAE10 - PFA3 - PFJKEYED NOTESPLANTING NOTESINSTALL CONCRETE PLANTER EDGE, TYPICAL, SEE DETAIL 5/L113121.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALLUTILITY COMPANIES FOR FIELD LOCATION OF ALL UNDERGROUNDUTILITIES, INCLUDING UTILITY DEPTHS, PRIOR TO ANY EXCAVATION.CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY AND ALL COSTOR OTHER LIABILITY INCURRED DUE TO DAMAGE OF UTILITIES,STRUCTURES, ETC.2.CONTRACTOR SHALL BE RESPONSIBLE FOR BECOMING AWARE OFALL RELATED EXISTING CONDITIONS, UTILITIES, PIPES, AND STRUCTURES,ETC. PRIOR TO BIDDING AND CONSTRUCTION.3.IF CONFLICTS ARISE BETWEEN SITE CONDITIONS ANDCONSTRUCTION DOCUMENTS, CONTRACTOR IS REQUIRED TO CONTACTOWNER'S REPRESENTATIVE FOR RESOLUTION. FAILURE TO MAKE SUCHCONFLICTS KNOWN TO THE OWNER'S REPRESENTATIVE WILL RESULT IN THECONTRACTOR BEING LIABLE TO RECONCILE CONFLICTS TO OWNER'SSATISFACTION.4.THE CONTRACTOR IS RESPONSIBLE TO FURNISH ALL PLANT MATERIALFREE OF PESTS AND/OR PLANT DISEASES AND WITH FULL AND NATURALSHAPE. ALL PLANT MATERIAL IS SUBJECT TO OWNER'S APPROVAL PRIORTO INSTALLATION.5.PRE-SELECTED OR "TAGGED" MATERIAL MUST BE INSPECTED BY THECONTRACTOR AND CERTIFIED PEST AND DISEASE FREE.6.THE CONTRACTOR IS OBLIGATED TO MAINTAIN AND WARRANT ALLPLANT MATERIALS AS SPECIFIED.7.PROVIDE MATCHING SIZES AND FORMS FOR EACH SPECIES OFTREES AND/OR PLANTS TO BE INSTALLED ON GRID OR SPACED IN ROWSAS INDICATED ON DRAWINGS. ALL PLANT MATERIAL TO BE PLANTED INSUCH MANNER AS TO BE EQUALLY SPACED. PLANT LOCATIONS SUBJECTTO ACCEPTANCE BY THE OWNERS REPRESENTATIVE.8.THE LANDSCAPE CONTRACTOR SHALL SCHEDULE PLANTINGOPERATIONS AND TAKE ALL NECESSARY PRECAUTIONS TO AVOIDWINTER, CLIMATIC, WILDLIFE, OR OTHER DAMAGE TO PLANT MATERIAL.9.CONTRACTOR SHALL PLACE A 12" DEEP LAYER MINIMUM OFTOPSOIL TO ALL SHRUB/PERENNIAL PLANTING AREAS. IMPORT TOPSOILAS REQUIRED.10.CONTRACTOR SHALL PLACE A 4" DEEP LAYER MINIMUM OFTOPSOIL TO ALL LAWN/TURF PLANTING AREAS. IMPORT TOPSOIL ASREQUIRED.11.PITS FOR ALL PLANT MATERIAL SHALL BE DUG 3 TIMES THE DIAMETEROF THE ROOT BALL. DEPTH OF PLANT PITS TO BE AS INDICATED INPLANTING DETAILS. EXCAVATED MATERIAL SHALL BE REMOVED FROMTHE SITE.12.TREES LESS THAN TWO-INCH CALIPER MUST BE DOUBLE-STAKEDUNTIL THE TREES MATURE TO A TWO-INCH CALIPER.13.CONTRACTOR TO PRUNE TREES AS DIRECTED BY LANDSCAPEARCHITECT FOR PROPER TREE SHAPING.14.CONTRACTOR TO REMOVE ALL TAGS, TIES AND FLAGGING FROMALL PLANT MATERIAL PRIOR TO SUBSTANTIAL COMPLETION.15.PLANT BACKFILL MIXTURE SHALL BE COMPOSED OF 3 PARTSTOPSOIL TO 1 PART HUMUS, ROTARY MIXED ON-SITE PRIOR TOINSTALLATION.6' HT. ORNAMENTAL METAL FENCE, TYPICAL, SEE DETAIL 1/L1103BERM - APPROXIMATE 1' CONTOURS SHOWN, TYPICAL46' HT. SOLID VINYL FENCE, TYPICAL, SEE DETAIL 2/L1105IRRIGATION EASEMENT - NO TREES TO BE PLANTED WITHIN, SEE PLATMAP.INGRESS/EGRESS EASEMENT, SEE CIVIL PLANS. PLANTS LIMITED TOLOW GROWING SHRUBS, PERENNIALS, AND GROUND COVERSPLACE 3" LAYER OF 1" CRUSHED ROCK OVER EXISTING ACCESSDRIVE. GRADE CRUSHED ROCK TO MATCH FINISH GRADE AT ALLEDGES OF EXISTING ACCESS DRIVE.EXISTING FENCE, FIELD VERIFY.25' STREET BUFFER / LANDSCAPE BUFFER24' SQUARE PICNIC SHELTER, MANUFACTURED BY: ICON SHELTERSYSTEMS, INC., HOLLAND, MI. PHONE: 800.748.0985.www.iconshelters.com. MODEL SQ24M-P6-45-100-150. PROVIDESHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION.RECTANGLE FIRE PIT, MANUFACTURED BY: ORE, SALT LAKE CITY, UT.PHONE: 801.936.0499. https://ore.design. FIREPIT TO BE CUSTOMMANUFACTURED, APPROXIMATE SIZE: 108"L x 28"W x 16" H. PROVIDEOPTIONS AS REQUIRED BY OWNER.DUMPSTER ENCLOSURE, SEE DETAIL 1/L1146BUFFERS:·MIN. 25' LANDSCAPE BUFFER FROM PROPERTY LINE ADJACENT TOEAGLE RD AND VICTORY RD·MIN. 25' LANDSCAPE BUFFER BETWEEN DIFFERING ZONE TYPES.PLANTING LIMITED DUE TO SEWER EASEMENT.LINEAL FEET OF STREET FRONTAGE:1,269'ACREAGE DEDICATED TO OPEN SPACE:SENIOR FACILITY0.99 ACRESMULTI-FAMILY (COTTAGES)0.46 ACRES (SEE OPEN SPACE PLAN)STREET TREES·ALONG VICTORY RD AND EAGLE RD:51·RESIDENTIAL:27·TOTAL78NUMBER OF TREES PROVIDED IN COMMON LOTS:·ZONE C-C:45·CENTRAL R-15:50·EASTERN R-15:50MITIGATION FOR REMOVAL OF EXISTING TREES:·NO EXISTING TREES ON SITELANDSCAPE DESIGN STANDARDS789101112TREESSYMQTYCOMMON NAMESIZECOND.REMARKSPLANT SCHEDULEBOTANICAL NAMEKEYACQQUEEN ELIZABETH HEDGE MAPLEACER CAMPESTRE 'QUEEN ELIZABETH'2 " CAL.B&B22ACER TRUNCATUM x A. PLATANOIDES'WARRENRED'PACIFIC SUNSET MAPLE2 " CAL.B&BATPCAGCEDRUS ATLANTICA GLAUCA8' HT.B&BBLUE ATLAS CEDARCCACERCIS CANADENSISEASTERN REDBUD2" CAL.B&BGTIGLEDITSIA TRIA. INERM. 'IMPERIAL'IMPERIAL HONEYLOCUST2" CAL.B&BTHORNLESS ANDSEEDLESSUTAH JUNIPERJUTJUNIPERUS UTAHENSIS8' HT.B&B2 " CAL.LSTB&BLIQUIDAMBAR STYRACIFLUAAMERICAN SWEETGUMMSSMALUS 'SPRING SNOW'2" CAL.B&BSPRING SNOW CRABAPPLEPPBPICEA PUNGENS 'BAKERI'7' HT.B&BBAKER COLORADO SPURCEB&BPNIAUSTRIAN PINE8' HT.PINUS NIGRA2" CAL.PACPLATANUS ACERIFOLIA 'BLOODGOOD'BLOODGOOD LONDON PLANE TREEB&BB&BPYRUS CALLERYANA 'REDSPIRE'2" CAL.PRSCHANTICLEER FLOWERING PEARB&BQUERCUS ROBUR 'SKINNY GENES'2" CAL.QRSSKINNY GENES COLUMNAR ENGL. OAK37111126117166854412SHRUBSCORNUS SERICEA 'KELSEYI'3 GAL.CSKABBOTSWOOD POTENTILLA3 GAL.PFAPOTENTILLA FRUITICOSA 'ABBOTSWOOD'RAG3 GAL.DWARF MUGO PINECONT.PMP3 GAL.PFJPOTENTILLA FRUITICOSA 'JACKMANII'3 GAL.RGMBUXUS X 'GREEN MOUNTAIN'BGMCARYOPTERIS X CLANDONENSIS 'BLUE MIST'3 GAL.CONT.CCB5 GAL.NANDINA DOMESTICA 'GULFSTREAM'3 GAL.POTENTILLA FRUITICOSA 'RED ACE'3 GAL.CONT.PFROTTO LUYKEN LAURELCONT.PLOSPIREA BUMALDA 'ANTHONY WATERER'ANTHONY WATERER SPIREA3 GAL.NEON FLASH SPIREA3 GAL.CONT.SJNSYRINGA PATULA 'MISS KIM'5 GAL.5 GAL.CONT.CONT.KELSEY DWARF DOGWOODCONT.CONT.GROW LOW FRAGRANT SUMAC5 GAL.CONT.RHUS AROMATICA 'GROW LOW'KNOCK OUT ROSECONT.RKOROSA 'KNOCK OUT'WHITE / CREAM COLOR5 GAL.PINUS MUGO 'PUMILIO'JACKMAN POTENTILLACONT.GREEN MOUND ALPINE CURRENTCONT.RIBIES ALPINUM 'GREEN MOUND'GREEN MOUNTAIN BOXWOOD5 GAL.BLUE MIST SPIREAJUNIPERUS CHINENSIS VAR. SARGENTIISARGENT'S JUNIPERCONT.JCSGULFSTREAM HEAVENLY BAMBOOCONT.NGDRED ACE POTENTILLAPRUNUS LAUROCERASUS ' OTTO LUYKEN'5 GAL.CONT.SBASPIREA JAPONICA 'NEON FLASH'TAXUS MEDIA 'DARK GREEN SPREADER'DARK GREEN SPREADER YEWCONT.TMDCOMPACT OREGON GRAPEMACMAHONIA AQUAFOLIUM 'COMPACTA'MISS KIM LILAC5 GAL.CONT.SPA441377796172214123483739827792158513112515822305 GALCONT5 GALCONTPOSPHYSOCARPUS OPULIFOLIOUS 'SUMMER WINE'SUMMER WINE NINEBARKCDLCOTONEASTER DAMMERI 'LOWFAST'LOWFAST COTONEASTER5 GALCONTCAECORNUS ALBA 'ELEGANTISSIMA'VARIEGATED DOGWOODPURPLE-LEAF SAND CHERRYCONT.PXCPRUNUS x CISTENA5 GAL.325 GAL.TAXUS BACCATA 'REPANDENS'SPREADING ENGLISH YEWCONT.TBR114VIBURNUM OPULUS 'COMPACTUM'COMPACT EUROPEAN CRANBERRY BUSH5 GAL.CONT.VOC40VIBURNUM OPULUS 'NANUM'DWARF EUROPEAN CRANBERRY BUSH3 GAL.CONT.VON601 GAL.CONT.1 GAL.1 GAL.CONT.HEM.PBCOMAUNA LOA DAYLILYBERGENIA CORDIFOLIAHEARTLEAF CORDIFOLIA1 GAL.CONT.HEMEROCALLIS 'PARDON ME'1 GAL.HOSTA SP.CONT.PERENNIALSCONT.ORNAMENTAL GRASSES1 GAL.CALAMAGROSTIS X ACUTIFLO. 'KARL FOERSTER'KARL FOERSTER GRASSCAKHEM.MHEM.SHEMEROCALLIS 'MAUNA LOA'HEMEROCALLIS 'STELLA DE ORO'STELLA DE ORO DAYLILYPARDON ME DAYLILYCONT.HOSPLANTAIN LILY1 GAL.CAREX DIVULSABERKELEY SEDGECDI1 GAL.PANICUM VIRGATUM 'HOT ROD'HOT ROD SWITCH GRASSPVHCONT.CONT.CONT.1 GAL.PENNISETUM ORIENTALE 'KARLEY ROSE'KARLEY ROSE DWARF FOUNTAIN GRASSPKR121905028211578212192663091256SAESALVIA NEMOROSA 'EAST FRIESLAND BLUE'EAST FRIESLAND BLUE SLAVIAFOG1 GALCONTFESTUCA OVINA GLAUCABLUE FESCUE GRASSHEM.RHEMEROCALLIS 'ROSY RETURNS'ROSY RETURNS DAYLILYAAFASTILBE CHINENSIS 'VISIONS IN RED'VISIONS IN RED FALSE GOATS BEARDAPPROX EQUAL QTY. OFEACH VARIETY TO INCLUDE:'HIGH SOCIETY''ROYAL STANDARD''STAINED GLASS'NOTE: QUANTITIES INCLUDED IN PLANT SCHEDULE ARE FOR CONVENIENCE. VERIFY PLANT QUANTITIES WITH PLANTING PLANTURF (SOD)LAWN SOD TO BE DROUGHT TOLERANT TURF AS APPROVED BY LANDSCAPE ARCHITECT. CONTRACTOR TO SUBMITROCK MULCHROCK MULCH TO BE 4" MIN. LAYER OF 2" MIN. ROCK PLACED OVER WEED BARRIER FABRIC. PROVIDE SAMPLE TO LANDSCAPE ARCHITECT FORAPPROVAL PRIOR TO INSTALLATION. ROCK MULCH TO BE AT LEAST LEVEL WITH AND NOT MORE THAN 1" ABOVE ADJACENT CURBS, WALKS ORCONCRETE PLANTING EDGES.SYMQTYCOMMON NAMESIZECOND.REMARKSBOTANICAL NAMEKEYSYMQTYCOMMON NAMESIZECOND.BOTANICAL NAMEKEYINCLUDES PLANT QUANTITIES FOR SHEETS L111 - L113155 GALCONTEFEEUONYMUS FORTUNITY 'EMRALD GAIETY'EMRALD GAIETY EUONYMUSL111PLANTINGPLANREVISIONS:PROJECT NO.INGLEWOOD PLACE SENIOR LIVING 3250 EAST VICTORY ROAD MERIDIAN IDAHOLANDSCAPEDATE:SHEET TITLE:SHEET NUMBER:1807728 APRIL 2020ArchitectureInterior DesignLandscape ArchitectureLand PlanningConstruction Management7927 High Point Parkway, Suite 300Sandy, Ut 84094ph. 801.269.0055fax 801.269.1425www.thinkaec.comThe designs shown and described herein includingall technical drawings, graphic representation &models thereof, are the copyrighted work of ThinkArchitecture, Inc. and connot be copied,duplicated, or commercially exploited in whole orin part without the sole and express writtenpermission from THINK Architecture, Inc.These drawings are available for limited reviewand evaluation by clients, consultants, contractors,government agencies, vendors, and officepersonnel only in accordance with this notice.9 MARCH 2020MULTI-FAMILY (COTTAGES) PLANTING0102040NORTHLA-16858S T ATE OF IDAHOLICENSED LANDSCAPE A R CHITE C T **TR O Y R SANDERS MATCH LINEMATCH LINEVANPUBLIC CONNECTIONPUBLIC ROADACCESSIBLEGARAGEMAINTENANCEGARAGE4 - ATP3 - SJN3 - ATP4 - PFR5 - PLO4 - PLO3 - EFE4 - ATP6 - PMP3 - ATP2 - MSS5 - ATP1 - QRS2 - CAE2 - CAK7 - PKR14 - CDI2 - CAE2 - CSK3 - FOG3 - HEM.S3 - FOG3 - HEM.S1 - MSS13 - SAE2 - CKS8 - ACQ1 - ACQ14 - PKR3 - RAG1 - ACQ5 - HEM.M7 - RAG4 - CCB8 - PKR1 - ATP13 - CCB4 - RAG9 - PKR1 - GTI8 - CAK6 - POS8 - RAG2 - PRS1 - GTI14 - CCB2 - GTI3 - CAK4 - CCB1 - PRS2 - PXC5 - HEM.M6 - CAK6 - CCB3 - PPB8 - HEM.P2 - PRS4 - RAG4 - PXC5 - HEM.P3 - HEM.M8 - PKR3 - TMD3 - HEM.M3 - TMD7 - CAK3 - PPB2 - PRS6 - CCB16 - HEM.P3 - PRS7 - CAK11 - CCB5 - HEM.M6 - TMD4 - HEM.P4 - CAK3 - HEM.M1 - ATP7 - SPA2 - PXC7 -CSK6 - RKO1 - QRS4 - RGM15 - SBA9 -CSK1 - QRS8 - CSK5 - RKO2 - QRS5 - RKO7 - SBA4 - CSK5 - CAE2 - CAK5 - RKO3- VOC7 - ATP2 - VOC13 - FOG18 - HEM.S2 - SPA9 - SJN6 - PMP4 - PLO2 - TBR3 - PFA5 - HEM.S4 - TBR5 - CDL5 - HEM.S5 - CDI4 - PLO19 - HEM.P6 - BCO6 - SAE6 - HEM.M3 - CAK6 - BCO5 - CDL3 - TBR5 - AAF6 - BCO5 - AAF2 - TBR3 - SBA6 - PFJ2 - SBA5 - HEM.P4 - TBR6 - BCO5 - CDL9 - HEM.S6 - HEM.P1 - CCA5 - PLO2 - TBR4 - PLO2 - TBR5 - HEM.R10 - RKO2 - SBA2 - CCB20 - VON2 - RAG2 - CCB9 - HEM.M3 - SBA5 - BCO2 - CAE6 - VON2 - POS6 - VON4 - SPA9 - SAE3 - VON1 - PRS4 - SPA2 - CAE9 - CCB6 - VON4 - RGM6 - HEM.M10 - SAE3 - CAK3 - PFA2 - PMP7 - SJN4 - HEM.P6 - VON3 - CCB4 - CAE5 - JSC3- PFJ3 - PFJ7 - CDL7 - HEM.P5 - CAE6 - PFA8 - BCO7 - BCO14 - SJN2 - CAE2 - CAE1 - CCA2 - SBA1 - CCR6 - PFA11131441212255664216 - PFJ2 - TBR14 - HEM.S7 - RAG7 - CDI3 - SBA1 - MSS6 - PFJ3 - RAG7 - POS4 - PFJ5 - PXC8 - CAK4 - PFJ5 - PXC7 - CCB7 - CAK6 - HEM.M3 - PFJ7 - RAG7 - SBA8 - RAG5 - SBA11 - HEM.M6 - SBA9 - RAG8 - RAG7 - CDI11 - TBR4 - SBA9 - HEM.S7 - PMP3 - POS5 - CSK5 - SJN16 - BGM6 - RKO7 - BCO3 - HEM.S12 - BGM3 - RKO3 - RKO5 - BCO2 - CAE3 - CAE8 - CSK4 - RGM3 - HEM.M5 - CCB6 - PRS7 - VON5 - FOG7 - FOG6 - VON6 - HEM.M8 - PVH4 - CCB1 - CAE7 - HEM.S3 - SBA12 - AAF1 - PRS9 - SAE3 - PFA8 - HEM.R3 - CCB4 - SBA3 - POS4 - SBA3 - PMP2 - SBA5 - PFA3 - PMP9 - SAE4 - SBA11 - PFA5 -CSK8 - TBR17 - CCB4 - LST2 - LST2 - LST1 - MSS1 - ATP5 - PFJ2 - VOC8END OF VINYLFENCE9996 - SJN10 - RKO3 - CAE16 - HEM.S2 - VOC3 - RAG2 - CAE4 - CAK5 - BCO3 - RAG13 - HEM.S6 - RKO5 - BCO2 - CAE4 - VOC3 - CDI5 - CDI5 - PVH6 - RAG3 - TBR7 - FOG9 - HEM.S10 - PVH4 - CDI3 - PMP3 - CSK12 - SBA14 - PFA1 - MSS11 - CAK9 - HEM.M3 - SBA3 - CAK7 - CCB2 - CCB11121 - GTI2 - GTI1 - GTI10 - PFA6 - JCS3 - JCS3 - JCS5 - SPA4 - HEM.R5 - BCO2 - VONKEYED NOTESPLANTING NOTESINSTALL CONCRETE PLANTER EDGE, TYPICAL, SEE DETAIL 5/L113121.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALLUTILITY COMPANIES FOR FIELD LOCATION OF ALL UNDERGROUNDUTILITIES, INCLUDING UTILITY DEPTHS, PRIOR TO ANY EXCAVATION.CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY AND ALL COSTOR OTHER LIABILITY INCURRED DUE TO DAMAGE OF UTILITIES,STRUCTURES, ETC.2.CONTRACTOR SHALL BE RESPONSIBLE FOR BECOMING AWARE OFALL RELATED EXISTING CONDITIONS, UTILITIES, PIPES, AND STRUCTURES,ETC. PRIOR TO BIDDING AND CONSTRUCTION.3.IF CONFLICTS ARISE BETWEEN SITE CONDITIONS ANDCONSTRUCTION DOCUMENTS, CONTRACTOR IS REQUIRED TO CONTACTOWNER'S REPRESENTATIVE FOR RESOLUTION. FAILURE TO MAKE SUCHCONFLICTS KNOWN TO THE OWNER'S REPRESENTATIVE WILL RESULT IN THECONTRACTOR BEING LIABLE TO RECONCILE CONFLICTS TO OWNER'SSATISFACTION.4.THE CONTRACTOR IS RESPONSIBLE TO FURNISH ALL PLANT MATERIALFREE OF PESTS AND/OR PLANT DISEASES AND WITH FULL AND NATURALSHAPE. ALL PLANT MATERIAL IS SUBJECT TO OWNER'S APPROVAL PRIORTO INSTALLATION.5.PRE-SELECTED OR "TAGGED" MATERIAL MUST BE INSPECTED BY THECONTRACTOR AND CERTIFIED PEST AND DISEASE FREE.6.THE CONTRACTOR IS OBLIGATED TO MAINTAIN AND WARRANT ALLPLANT MATERIALS AS SPECIFIED.7.PROVIDE MATCHING SIZES AND FORMS FOR EACH SPECIES OFTREES AND/OR PLANTS TO BE INSTALLED ON GRID OR SPACED IN ROWSAS INDICATED ON DRAWINGS. ALL PLANT MATERIAL TO BE PLANTED INSUCH MANNER AS TO BE EQUALLY SPACED. PLANT LOCATIONS SUBJECTTO ACCEPTANCE BY THE OWNERS REPRESENTATIVE.8.THE LANDSCAPE CONTRACTOR SHALL SCHEDULE PLANTINGOPERATIONS AND TAKE ALL NECESSARY PRECAUTIONS TO AVOIDWINTER, CLIMATIC, WILDLIFE, OR OTHER DAMAGE TO PLANT MATERIAL.9.CONTRACTOR SHALL PLACE A 12" DEEP LAYER MINIMUM OFTOPSOIL TO ALL SHRUB/PERENNIAL PLANTING AREAS. IMPORT TOPSOILAS REQUIRED.10.CONTRACTOR SHALL PLACE A 4" DEEP LAYER MINIMUM OFTOPSOIL TO ALL LAWN/TURF PLANTING AREAS. IMPORT TOPSOIL ASREQUIRED.11.PITS FOR ALL PLANT MATERIAL SHALL BE DUG 3 TIMES THE DIAMETEROF THE ROOT BALL. DEPTH OF PLANT PITS TO BE AS INDICATED INPLANTING DETAILS. EXCAVATED MATERIAL SHALL BE REMOVED FROMTHE SITE.12.TREES LESS THAN TWO-INCH CALIPER MUST BE DOUBLE-STAKEDUNTIL THE TREES MATURE TO A TWO-INCH CALIPER.13.CONTRACTOR TO PRUNE TREES AS DIRECTED BY LANDSCAPEARCHITECT FOR PROPER TREE SHAPING.14.CONTRACTOR TO REMOVE ALL TAGS, TIES AND FLAGGING FROMALL PLANT MATERIAL PRIOR TO SUBSTANTIAL COMPLETION.15.PLANT BACKFILL MIXTURE SHALL BE COMPOSED OF 3 PARTSTOPSOIL TO 1 PART HUMUS, ROTARY MIXED ON-SITE PRIOR TOINSTALLATION.6' HT. ORNAMENTAL METAL FENCE, TYPICAL, SEE DETAIL 1/L1103BERM - APPROXIMATE 1' CONTOURS SHOWN, TYPICAL46' HT. SOLID VINYL FENCE, TYPICAL, SEE DETAIL 2/L1105IRRIGATION EASEMENT - NO TREES TO BE PLANTED WITHIN, SEE PLATMAP.INGRESS/EGRESS EASEMENT, SEE CIVIL PLANS. PLANTS LIMITED TOLOW GROWING SHRUBS, PERENNIALS, AND GROUND COVERSPLACE 3" LAYER OF 1" CRUSHED ROCK OVER EXISTING ACCESSDRIVE. GRADE CRUSHED ROCK TO MATCH FINISH GRADE AT ALLEDGES OF EXISTING ACCESS DRIVE.EXISTING FENCE, FIELD VERIFY.25' STREET BUFFER / LANDSCAPE BUFFER24' SQUARE PICNIC SHELTER, MANUFACTURED BY: ICON SHELTERSYSTEMS, INC., HOLLAND, MI. PHONE: 800.748.0985.www.iconshelters.com. MODEL SQ24M-P6-45-100-150. PROVIDESHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION.RECTANGLE FIRE PIT, MANUFACTURED BY: ORE, SALT LAKE CITY, UT.PHONE: 801.936.0499. https://ore.design. FIREPIT TO BE CUSTOMMANUFACTURED, APPROXIMATE SIZE: 108"L x 28"W x 16" H. PROVIDEOPTIONS AS REQUIRED BY OWNER.DUMPSTER ENCLOSURE, SEE DETAIL 1/L1146BUFFERS:·MIN. 25' LANDSCAPE BUFFER FROM PROPERTY LINE ADJACENT TOEAGLE RD AND VICTORY RD·MIN. 25' LANDSCAPE BUFFER BETWEEN DIFFERING ZONE TYPES.PLANTING LIMITED DUE TO SEWER EASEMENT.LINEAL FEET OF STREET FRONTAGE:1,269'ACREAGE DEDICATED TO OPEN SPACE:SENIOR FACILITY0.99 ACRESMULTI-FAMILY (COTTAGES)0.46 ACRES (SEE OPEN SPACE PLAN)STREET TREES·ALONG VICTORY RD AND EAGLE RD:51·RESIDENTIAL:27·TOTAL78NUMBER OF TREES PROVIDED IN COMMON LOTS:·ZONE C-C:45·CENTRAL R-15:50·EASTERN R-15:50MITIGATION FOR REMOVAL OF EXISTING TREES:·NO EXISTING TREES ON SITELANDSCAPE DESIGN STANDARDS789101112TREESSYMQTYCOMMON NAMESIZECOND.REMARKSPLANT SCHEDULEBOTANICAL NAMEKEYACQQUEEN ELIZABETH HEDGE MAPLEACER CAMPESTRE 'QUEEN ELIZABETH'2 " CAL.B&B22ACER TRUNCATUM x A. PLATANOIDES'WARRENRED'PACIFIC SUNSET MAPLE2 " CAL.B&BATPCAGCEDRUS ATLANTICA GLAUCA8' HT.B&BBLUE ATLAS CEDARCCACERCIS CANADENSISEASTERN REDBUD2" CAL.B&BGTIGLEDITSIA TRIA. INERM. 'IMPERIAL'IMPERIAL HONEYLOCUST2" CAL.B&BTHORNLESS ANDSEEDLESSUTAH JUNIPERJUTJUNIPERUS UTAHENSIS8' HT.B&B2 " CAL.LSTB&BLIQUIDAMBAR STYRACIFLUAAMERICAN SWEETGUMMSSMALUS 'SPRING SNOW'2" CAL.B&BSPRING SNOW CRABAPPLEPPBPICEA PUNGENS 'BAKERI'7' HT.B&BBAKER COLORADO SPURCEB&BPNIAUSTRIAN PINE8' HT.PINUS NIGRA2" CAL.PACPLATANUS ACERIFOLIA 'BLOODGOOD'BLOODGOOD LONDON PLANE TREEB&BB&BPYRUS CALLERYANA 'REDSPIRE'2" CAL.PRSCHANTICLEER FLOWERING PEARB&BQUERCUS ROBUR 'SKINNY GENES'2" CAL.QRSSKINNY GENES COLUMNAR ENGL. OAK37111126117166854412SHRUBSCORNUS SERICEA 'KELSEYI'3 GAL.CSKABBOTSWOOD POTENTILLA3 GAL.PFAPOTENTILLA FRUITICOSA 'ABBOTSWOOD'RAG3 GAL.DWARF MUGO PINECONT.PMP3 GAL.PFJPOTENTILLA FRUITICOSA 'JACKMANII'3 GAL.RGMBUXUS X 'GREEN MOUNTAIN'BGMCARYOPTERIS X CLANDONENSIS 'BLUE MIST'3 GAL.CONT.CCB5 GAL.NANDINA DOMESTICA 'GULFSTREAM'3 GAL.POTENTILLA FRUITICOSA 'RED ACE'3 GAL.CONT.PFROTTO LUYKEN LAURELCONT.PLOSPIREA BUMALDA 'ANTHONY WATERER'ANTHONY WATERER SPIREA3 GAL.NEON FLASH SPIREA3 GAL.CONT.SJNSYRINGA PATULA 'MISS KIM'5 GAL.5 GAL.CONT.CONT.KELSEY DWARF DOGWOODCONT.CONT.GROW LOW FRAGRANT SUMAC5 GAL.CONT.RHUS AROMATICA 'GROW LOW'KNOCK OUT ROSECONT.RKOROSA 'KNOCK OUT'WHITE / CREAM COLOR5 GAL.PINUS MUGO 'PUMILIO'JACKMAN POTENTILLACONT.GREEN MOUND ALPINE CURRENTCONT.RIBIES ALPINUM 'GREEN MOUND'GREEN MOUNTAIN BOXWOOD5 GAL.BLUE MIST SPIREAJUNIPERUS CHINENSIS VAR. SARGENTIISARGENT'S JUNIPERCONT.JCSGULFSTREAM HEAVENLY BAMBOOCONT.NGDRED ACE POTENTILLAPRUNUS LAUROCERASUS ' OTTO LUYKEN'5 GAL.CONT.SBASPIREA JAPONICA 'NEON FLASH'TAXUS MEDIA 'DARK GREEN SPREADER'DARK GREEN SPREADER YEWCONT.TMDCOMPACT OREGON GRAPEMACMAHONIA AQUAFOLIUM 'COMPACTA'MISS KIM LILAC5 GAL.CONT.SPA441377796172214123483739827792158513112515822305 GALCONT5 GALCONTPOSPHYSOCARPUS OPULIFOLIOUS 'SUMMER WINE'SUMMER WINE NINEBARKCDLCOTONEASTER DAMMERI 'LOWFAST'LOWFAST COTONEASTER5 GALCONTCAECORNUS ALBA 'ELEGANTISSIMA'VARIEGATED DOGWOODPURPLE-LEAF SAND CHERRYCONT.PXCPRUNUS x CISTENA5 GAL.325 GAL.TAXUS BACCATA 'REPANDENS'SPREADING ENGLISH YEWCONT.TBR114VIBURNUM OPULUS 'COMPACTUM'COMPACT EUROPEAN CRANBERRY BUSH5 GAL.CONT.VOC40VIBURNUM OPULUS 'NANUM'DWARF EUROPEAN CRANBERRY BUSH3 GAL.CONT.VON601 GAL.CONT.1 GAL.1 GAL.CONT.HEM.PBCOMAUNA LOA DAYLILYBERGENIA CORDIFOLIAHEARTLEAF CORDIFOLIA1 GAL.CONT.HEMEROCALLIS 'PARDON ME'1 GAL.HOSTA SP.CONT.PERENNIALSCONT.ORNAMENTAL GRASSES1 GAL.CALAMAGROSTIS X ACUTIFLO. 'KARL FOERSTER'KARL FOERSTER GRASSCAKHEM.MHEM.SHEMEROCALLIS 'MAUNA LOA'HEMEROCALLIS 'STELLA DE ORO'STELLA DE ORO DAYLILYPARDON ME DAYLILYCONT.HOSPLANTAIN LILY1 GAL.CAREX DIVULSABERKELEY SEDGECDI1 GAL.PANICUM VIRGATUM 'HOT ROD'HOT ROD SWITCH GRASSPVHCONT.CONT.CONT.1 GAL.PENNISETUM ORIENTALE 'KARLEY ROSE'KARLEY ROSE DWARF FOUNTAIN GRASSPKR121905028211578212192663091256SAESALVIA NEMOROSA 'EAST FRIESLAND BLUE'EAST FRIESLAND BLUE SLAVIAFOG1 GALCONTFESTUCA OVINA GLAUCABLUE FESCUE GRASSHEM.RHEMEROCALLIS 'ROSY RETURNS'ROSY RETURNS DAYLILYAAFASTILBE CHINENSIS 'VISIONS IN RED'VISIONS IN RED FALSE GOATS BEARDAPPROX EQUAL QTY. OFEACH VARIETY TO INCLUDE:'HIGH SOCIETY''ROYAL STANDARD''STAINED GLASS'NOTE: QUANTITIES INCLUDED IN PLANT SCHEDULE ARE FOR CONVENIENCE. VERIFY PLANT QUANTITIES WITH PLANTING PLANTURF (SOD)LAWN SOD TO BE DROUGHT TOLERANT TURF AS APPROVED BY LANDSCAPE ARCHITECT. CONTRACTOR TO SUBMITROCK MULCHROCK MULCH TO BE 4" MIN. LAYER OF 2" MIN. ROCK PLACED OVER WEED BARRIER FABRIC. PROVIDE SAMPLE TO LANDSCAPE ARCHITECT FORAPPROVAL PRIOR TO INSTALLATION. ROCK MULCH TO BE AT LEAST LEVEL WITH AND NOT MORE THAN 1" ABOVE ADJACENT CURBS, WALKS ORCONCRETE PLANTING EDGES.SYMQTYCOMMON NAMESIZECOND.REMARKSBOTANICAL NAMEKEYSYMQTYCOMMON NAMESIZECOND.BOTANICAL NAMEKEYINCLUDES PLANT QUANTITIES FOR SHEETS L111 - L113155 GALCONTEFEEUONYMUS FORTUNITY 'EMRALD GAIETY'EMRALD GAIETY EUONYMUSL112PLANTINGPLANREVISIONS:PROJECT NO.INGLEWOOD PLACE SENIOR LIVING 3250 EAST VICTORY ROAD MERIDIAN IDAHOLANDSCAPEDATE:SHEET TITLE:SHEET NUMBER:1807728 APRIL 2020ArchitectureInterior DesignLandscape ArchitectureLand PlanningConstruction Management7927 High Point Parkway, Suite 300Sandy, Ut 84094ph. 801.269.0055fax 801.269.1425www.thinkaec.comThe designs shown and described herein includingall technical drawings, graphic representation &models thereof, are the copyrighted work of ThinkArchitecture, Inc. and connot be copied,duplicated, or commercially exploited in whole orin part without the sole and express writtenpermission from THINK Architecture, Inc.These drawings are available for limited reviewand evaluation by clients, consultants, contractors,government agencies, vendors, and officepersonnel only in accordance with this notice.9 MARCH 2020SENIOR FACILITY PLANTING0102040NORTHLA-16858S T ATE OF IDAHOLICENSED LANDSCAPE A R CHITE C T **TR O Y R SANDERS MATCH LINEVANEAGLE ROADACCESSIBLEGARAGERETAIL PADSOUTHRETAIL PADCENTRALRETAIL PADNORTHOFFICE BUILDINGMAINTENANCEGARAGE1 - ACQ14 - PKR3 - RAG1 - ACQ5 - HEM.M3 - HEM.M7 -CSK1 - QRS6 - RKO1 - QRS3 - RAG2 - CAG3 - TBR1 - JUT4 - CAE4 - RGM4 - CAE2 - PRS9 - TBR3 - PXC6 - SBA3 - PMP12 - PKR1 - MSS22 - HEM.S5 - SBA12 - HEM.S5 - RAG11 - CAK8 - HEM.R3 - PMP1 - LST3 - RGM7 - PKR6 - TBR9 - HEM.S3 - PRS10 -RGM6 - AAF16 - BCO6 - AAF9 - HEM.S7 - PKR5 - RAG6 - SBA5 - RGM6 - PKR5 - HEM.R9 - PMP1 - CAG1 - LST3 - TBR1 - GTI6 - RAG7 -AAF5 - RGM16 - HEM.S1 - MSS1 - GTI3 - TBR7 -RGM8 - AAF4 - PMP5 - SBA5 - RAG9 - HEM.S5 - RGM2 - PRS9 -MAC6 - PRS3 - PLO6 - CAK4 - PFA1 - ATP5 - RAG2 - GTI16 - PKR1 - GTI4 - PKR2 - RAG1 - GTI3 - RAG10 - PKR2 - TBR5 - PMP3 - PLO3 - PLO1 - ATP3 - RAG2 - CAG4 - TBR3 - SBA4 - RAG2 - MSS7 - RAG4 - RGM7 - HEM.S7 - PMP4 - RGM6 - SBA11 - HEM.S1 - GTI7 - RGM8 -AAF5 - RAG7 - PFA2 - POS4 - RAG5 - CAK3 - RAG1 - ATP2 - PXC5 - CAK3 - SBA13 - PKR1 - GTI5 - RAG4 - SBA10 - HEM.P4 - RAG13 - PKR1 - GTI14 - HEM.R5 - RAG7 - CAK3 - PFA1 - ATP3 - PFA2 - RAG5 - PKR1 - GTI3 - RAG6 - PKR7 - HEM.S3 - PLO3 - PFJ5 - TBR7 - HEM.S2 - PRS4 - RAG5 - PFJ12 - HEM.M3 - RAG2 - RAG6 - PKR1 - GTI1 - GTI7 - PKR1 - ATP3 - RAG1 - QRS6 - RKO2 - TMD4 - PLO5 - MAC2 - CCA4 - TMD2 - PMP15 - SBA9 -CSK1 - QRS4 - CCB2 - PRS5 - VOC4 - CCB5 - RKO3 - RAG9 - PKR6 - PKR4 - PKR3 - RAG2 - GTI6 - RAG15 - PKR2 - GTI5 - RAG2 - MSS7 - PKR6 - CSK1 - QRS8 - CDI4 - RKO3 - CSK4 - CSK5 - RKO1 - QRS6 - CSK13 - SBA5 -RKO8 - CSK5 - RKO2 - QRS5 - RKO7 - SBA4 - CSK5 - CAE1 - GTI1 - LST111113421 - MSS5613 - HEM.R5 - HEM.R5 - SBA2 - TBR14 - HEM.S7 - RAG7 - CDI3 - SBA1 - MSS1 - ATP2 - QRS6 - RKO6 - HEM.R1 - LST4 - CAE3 - RAG9 - CDI1- MSS7EDGE OF EXISTINGACCESS DRIVE8END OF VINYLFENCE12' GRAVEL DRIVE1 - MSS999994 - NDG3KEYED NOTESPLANTING NOTESINSTALL CONCRETE PLANTER EDGE, TYPICAL, SEE DETAIL 5/L113121.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALLUTILITY COMPANIES FOR FIELD LOCATION OF ALL UNDERGROUNDUTILITIES, INCLUDING UTILITY DEPTHS, PRIOR TO ANY EXCAVATION.CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY AND ALL COSTOR OTHER LIABILITY INCURRED DUE TO DAMAGE OF UTILITIES,STRUCTURES, ETC.2.CONTRACTOR SHALL BE RESPONSIBLE FOR BECOMING AWARE OFALL RELATED EXISTING CONDITIONS, UTILITIES, PIPES, AND STRUCTURES,ETC. PRIOR TO BIDDING AND CONSTRUCTION.3.IF CONFLICTS ARISE BETWEEN SITE CONDITIONS ANDCONSTRUCTION DOCUMENTS, CONTRACTOR IS REQUIRED TO CONTACTOWNER'S REPRESENTATIVE FOR RESOLUTION. FAILURE TO MAKE SUCHCONFLICTS KNOWN TO THE OWNER'S REPRESENTATIVE WILL RESULT IN THECONTRACTOR BEING LIABLE TO RECONCILE CONFLICTS TO OWNER'SSATISFACTION.4.THE CONTRACTOR IS RESPONSIBLE TO FURNISH ALL PLANT MATERIALFREE OF PESTS AND/OR PLANT DISEASES AND WITH FULL AND NATURALSHAPE. ALL PLANT MATERIAL IS SUBJECT TO OWNER'S APPROVAL PRIORTO INSTALLATION.5.PRE-SELECTED OR "TAGGED" MATERIAL MUST BE INSPECTED BY THECONTRACTOR AND CERTIFIED PEST AND DISEASE FREE.6.THE CONTRACTOR IS OBLIGATED TO MAINTAIN AND WARRANT ALLPLANT MATERIALS AS SPECIFIED.7.PROVIDE MATCHING SIZES AND FORMS FOR EACH SPECIES OFTREES AND/OR PLANTS TO BE INSTALLED ON GRID OR SPACED IN ROWSAS INDICATED ON DRAWINGS. ALL PLANT MATERIAL TO BE PLANTED INSUCH MANNER AS TO BE EQUALLY SPACED. PLANT LOCATIONS SUBJECTTO ACCEPTANCE BY THE OWNERS REPRESENTATIVE.8.THE LANDSCAPE CONTRACTOR SHALL SCHEDULE PLANTINGOPERATIONS AND TAKE ALL NECESSARY PRECAUTIONS TO AVOIDWINTER, CLIMATIC, WILDLIFE, OR OTHER DAMAGE TO PLANT MATERIAL.9.CONTRACTOR SHALL PLACE A 12" DEEP LAYER MINIMUM OFTOPSOIL TO ALL SHRUB/PERENNIAL PLANTING AREAS. IMPORT TOPSOILAS REQUIRED.10.CONTRACTOR SHALL PLACE A 4" DEEP LAYER MINIMUM OFTOPSOIL TO ALL LAWN/TURF PLANTING AREAS. IMPORT TOPSOIL ASREQUIRED.11.PITS FOR ALL PLANT MATERIAL SHALL BE DUG 3 TIMES THE DIAMETEROF THE ROOT BALL. DEPTH OF PLANT PITS TO BE AS INDICATED INPLANTING DETAILS. EXCAVATED MATERIAL SHALL BE REMOVED FROMTHE SITE.12.TREES LESS THAN TWO-INCH CALIPER MUST BE DOUBLE-STAKEDUNTIL THE TREES MATURE TO A TWO-INCH CALIPER.13.CONTRACTOR TO PRUNE TREES AS DIRECTED BY LANDSCAPEARCHITECT FOR PROPER TREE SHAPING.14.CONTRACTOR TO REMOVE ALL TAGS, TIES AND FLAGGING FROMALL PLANT MATERIAL PRIOR TO SUBSTANTIAL COMPLETION.15.PLANT BACKFILL MIXTURE SHALL BE COMPOSED OF 3 PARTSTOPSOIL TO 1 PART HUMUS, ROTARY MIXED ON-SITE PRIOR TOINSTALLATION.6' HT. ORNAMENTAL METAL FENCE, TYPICAL, SEE DETAIL 1/L1103BERM - APPROXIMATE 1' CONTOURS SHOWN, TYPICAL46' HT. SOLID VINYL FENCE, TYPICAL, SEE DETAIL 2/L1105IRRIGATION EASEMENT - NO TREES TO BE PLANTED WITHIN, SEE PLATMAP.INGRESS/EGRESS EASEMENT, SEE CIVIL PLANS. PLANTS LIMITED TOLOW GROWING SHRUBS, PERENNIALS, AND GROUND COVERSPLACE 3" LAYER OF 1" CRUSHED ROCK OVER EXISTING ACCESSDRIVE. GRADE CRUSHED ROCK TO MATCH FINISH GRADE AT ALLEDGES OF EXISTING ACCESS DRIVE.EXISTING FENCE, FIELD VERIFY.25' STREET BUFFER / LANDSCAPE BUFFER24' SQUARE PICNIC SHELTER, MANUFACTURED BY: ICON SHELTERSYSTEMS, INC., HOLLAND, MI. PHONE: 800.748.0985.www.iconshelters.com. MODEL SQ24M-P6-45-100-150. PROVIDESHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION.RECTANGLE FIRE PIT, MANUFACTURED BY: ORE, SALT LAKE CITY, UT.PHONE: 801.936.0499. https://ore.design. FIREPIT TO BE CUSTOMMANUFACTURED, APPROXIMATE SIZE: 108"L x 28"W x 16" H. PROVIDEOPTIONS AS REQUIRED BY OWNER.DUMPSTER ENCLOSURE, SEE DETAIL 1/L1146BUFFERS:·MIN. 25' LANDSCAPE BUFFER FROM PROPERTY LINE ADJACENT TOEAGLE RD AND VICTORY RD·MIN. 25' LANDSCAPE BUFFER BETWEEN DIFFERING ZONE TYPES.PLANTING LIMITED DUE TO SEWER EASEMENT.LINEAL FEET OF STREET FRONTAGE:1,269'ACREAGE DEDICATED TO OPEN SPACE:SENIOR FACILITY0.99 ACRESMULTI-FAMILY (COTTAGES)0.46 ACRES (SEE OPEN SPACE PLAN)STREET TREES·ALONG VICTORY RD AND EAGLE RD:51·RESIDENTIAL:27·TOTAL78NUMBER OF TREES PROVIDED IN COMMON LOTS:·ZONE C-C:45·CENTRAL R-15:50·EASTERN R-15:50MITIGATION FOR REMOVAL OF EXISTING TREES:·NO EXISTING TREES ON SITELANDSCAPE DESIGN STANDARDS789101112PREVAILING WINDDIRECTIONTREE STAKES - (2) 2"Ø x8' WOOD STAKES.DRIVE STAKES INTO UNDISTURBED SOIL.(STAKES TO BE REMOVED ONE YEAR AFTERPLANTING)DECIDUOUS TREE PLANTING13X ROOTBALL DIA.FLEXIBLE TREE TIESTREE STAKES TO BE CLEAR OF TREEBRANCHES 6" MIN. TREE IN SHRUB BEDLOCATIONTREE IN TURFLOCATIONWEED BARRIER FABRICINSTALL SOIL RING TO CAPTURE WATER,4" HEIGHTFINISH GRADE3" MIN. LAYER OF MULCH, KEEPMULCH CLEAR OF TRUNK, 24" DIA.AREA6' UNLESS OTHERWISEINDICATEDBACKFILL SOIL MIXTURE(MIXED TOGETHER PRIOR TO PLACEMENT):4 PARTS - NATIVE SOIL FROM EXCAVATION1 PART - RICH ORGANIC PEAT MOSSTOP OF ROOT BALL SHALL BE FLUSH WITHFINISH GRADE OF SOILFINISH GRADEROOT BALL48" DIA. CIRCULAR AREA CLEAR OFTURFUNDISTURBED SOILNOTE:1. REMOVE ALL ROPES BINDING ROOTBALL, REMOVE BURLAP FROM TOP 1/3 OFROOT BALL AND REMOVE WIRE CAGEFROM ROOT BALL.2. ALL GRAFT UNIONS SHALL BE VISIBLEABOVE GRADE.SHOVELED EDGEWEED BARRIER FABRICINSTALL SOIL RING TO CAPTURE WATER,4" HEIGHTBACKFILL SOIL MIXTURE(MIXED TOGETHER PRIOR TO PLACEMENT):4 PARTS - NATIVE SOIL FROM EXCAVATION1 PART - RICH ORGANIC PEAT MOSSFINISH GRADE3" MIN. LAYER OF MULCH, KEEPMULCH CLEAR OF TRUNK, 24" DIA.AREAEVERGREEN TREE PLANTING3X ROOTBALL DIA.NOTE:1. GUY ALL EVERGREEN TREES AS INDICATED IN TREE GUYING DETAIL OR ASREQUIRED BY LANDSCAPE ARCHITECT.2. REMOVE ALL ROPES BINDING ROOT BALL, REMOVE BURLAP FROM TOP 1/3OF ROOT BALL AND REMOVE WIRE CAGE FROM ROOT BALL.2 TREE IN SHRUB BEDLOCATIONTREE IN TURFLOCATIONTOP OF ROOT BALL SHALL BE FLUSH WITHFINISH GRADE OF SOILFINISH GRADEROOT BALL48" DIA. CIRCULAR AREA CLEAR OFTURFUNDISTURBED SOILSHOVELED EDGEUNDISTURBED /COMPACTED SOILFINISH GRADENO SOIL ON TOP OF ROOTBALLINSTALL SOIL RING TO CAPTUREWATER, 2" HEIGHT3" LAYER MULCH, KEEP MULCH AWAYFROM TRUNKSHRUB PLANTINGROOT BALLREMOVE CONTAINER,TOP 1/3 OF BURLAP AND ALLTIES BINDING ROOT BALLNOTE:1. TOP OF ROOT BALL TO BE LEVEL WITH FINISH GRADEOF SOIL WHEN PLANTED.3PLANTING SOIL. PRIOR TOMULCHING, LIGHTLY TAMP SOILAROUND ROOT BALL IN 6" LIFTS TOBRACE SHRUB. DO NOT OVERCOMPACT. WHEN BACKFILLEDPOUR WATER AROUND ROOT BALLTO SETTLE SOIL.2X ROOTBALL DIA.WEED BARRIER FABRIC3" MULCH LAYER TO COVER ONLY THE EDGE OF THEROOT BALL.PLANTING SOIL MIXFINISH GRADEEXISTING SUBSOILROOT BALL SHALL BE AT FINISHED GRADE WHENPLANTED.PERENNIAL PLANTINGPLANTSPACING AS INDICATED ON PLAN2X ROOT BALL4PLANTSPLANT IN A TRIANGULAR PATTERNAT ON-CENTER SPACING ASINDICATED IN PLANT SCHEDULEUNLESS OTHERWISE INDICATEDCONCRETE PLANTER EDGE MULCH - SHREDDED BARK OR ROCKWEED BARRIER FABRIC (WHEN REQUIRED)NOTES:1.PLANTER EDGE TO BE CAST-IN-PLACE AND POURED USING TYPICAL WEIGHT STRUCTURAL CONCRETE.2.CONTRACTOR TO ENSURE POSITIVE DRAINAGE AROUND MOW STRIPS-DO NOT CREATE A DAM EFFECT WITHPLACEMENT OF MOW STRIP.3.MAXIMUM 1/2" WIDTH VARIATION.4.LOCATION OF PLANTER STRIP TO BE AS INDICATED IN PLAN AND TO BE APPROVED BY LANDSCAPEARCHITECT PRIOR TO PLACEMENT.5.WHEN SEEDING TURF (LAWN) RAISE GRADE 1"PREPARED SUB-GRADECOMPACTED SOILCONCRETE PLANTER EDGE5NOT TO SCALETURF (LAWN)AMENDED SOIL1" 6"6"L113PLANTINGPLANREVISIONS:PROJECT NO.INGLEWOOD PLACE SENIOR LIVING 3250 EAST VICTORY ROAD MERIDIAN IDAHOLANDSCAPEDATE:SHEET TITLE:SHEET NUMBER:1807728 APRIL 2020ArchitectureInterior DesignLandscape ArchitectureLand PlanningConstruction Management7927 High Point Parkway, Suite 300Sandy, Ut 84094ph. 801.269.0055fax 801.269.1425www.thinkaec.comThe designs shown and described herein includingall technical drawings, graphic representation &models thereof, are the copyrighted work of ThinkArchitecture, Inc. and connot be copied,duplicated, or commercially exploited in whole orin part without the sole and express writtenpermission from THINK Architecture, Inc.These drawings are available for limited reviewand evaluation by clients, consultants, contractors,government agencies, vendors, and officepersonnel only in accordance with this notice.9 MARCH 2020COMMERCIAL / OFFICE PLANTING0102040NORTHLA-16858S T ATE OF IDAHOLICENSED LANDSCAPE A R CHITE C T **TR O Y R SANDERS FINISH GRADE SLOPE AWAY FROM ENCLOSUREWALL(2) #4 BARS CONT. AT 24"O.C. HORIZ.CONCRETE SLAB10"36"CONCRETE FOOTING12" MAX.EXPANSION JOINTPRECAST CONCRETE CAP WITH 1" OVERHANG EACH SIDE,WITH 12 GA. WIRE LOOP ANCHORS AT 24" O.C.LANDSCAPED AREA, SEELANDSCAPE DWGS.8 x 8 x 16 CONC. BLOCK, SMOOTH FACE WITH STD. #3WIRE TRUSS TYPE MASONRY REINF. AT 16" O.C.VERT.,SOLID GROUTTOP OF CONC.#4 BARS @ 24" O.C. VERT., FROM TOP OF FOUNDATIONTO WALL CAP(5) #4 BARS CONTINUOUSJOINT SEALANT AND FILLER STRIP AT ALLLOCATIONS WHERE CONCRETE SLABABUTS CONCRETEHEAVY-DUTY CONCRETE APRON2NOTE:1. CONCRETE FINISH TO BE MEDIUM TEXTURE BROOM FINISH.1/2" PREMOLDEDPOLYETHYLENE FILLER8" CONCRETE, 4000 PSI, WITH 6"x6"x10/10WELDED WIRE MESHASPHALT PAVINGCOMPACTED GRAVEL BASE, 95% MIN.DENSITYUNDISTURBED OR COMPACTEDSUBGRADE12"4"4" 6"8"2'-6" 2"CONCRETE CURBUNDISTURBED OR COMPACTED SUBGRADE#4 BARS AT 10" 0.C.#4 BARS AT 24" O.C. EXTEND 24" INTO BLOCK WALLWALL CAP DETAIL10"3"1"1"PRECAST CONC. CAP12 GA. WIRE LOOP ANCHOR AT 24" O.C.DRIP EDGE(2) #4 BARS CONT. AT 24"O.C. HORIZ.#5x8" BAR AT 24" O.C.SOLID GROUTSTEEL SLEEVE HINGE 3" WIDE36"1/2" THICK STEEL HINGE PLATE1-1/2" x 1-1/2" x 3/16" ANGLEIRON FRAMINGCORRUGATED METAL ATTACHEDTO ANGLE IRON WITH METALSCREWSSTEEL SLEEVE HINGE, 3" WIDESTEEL SLEEVE WELDED TO GATEPOST, 3" WIDE6"-8" CLEAR30"SEE PLAN6" STEEL STD. WEIGHT PIPE GATEPOST FILLED WITH CONC. PRIMEAND PAINTCORRUGATED METAL, COLORAS DETERMINED BY ARCHITECTCANE BOLT BRACKETEACH GATE LEAF1/2" STEEL CANE BOLTEACH GATE LEAFHOLE IN CONCRETE (2)3" METAL FASCIA AT FOUREDGES OF GATE FACE,TYP.STEEL SLEEVE HINGE,3" WIDEOUTSIDE OF GATEENCLOSURE SIDE WALL ELEVATIONPRECAST CONCRETE CAPWITH 1" OVERHANG EACHSIDE8 x 8 x 16 CONC. BLOCK,SPLIT FACE , ALL EXTERIORFACES OF ENCLOSURE.COLOR AS SELECTED BYARCHITECTFINISH GRADECONCRETE FOOTINGGATE POST, SEE GATEELEVATIONENCLOSURE WALL SECTIONCONCRETE FOUNDATIONWALL6'-0" VERIFY WITH OWNER 12" MAX. 30"PLANENCLOSURE GATE ELEVATION6"INSIDE OF GATESTEEL SLEEVEWELDED TO GATEPOST, 3" WIDESTEEL SLEEVE HINGE,3" WIDE1/2" THICK STEELHINGE PLATE1/2" THICK STEELHINGE PLATE1/2" THICK STEEL HINGE PLATECANE BOLT BRACKETEACH GATE LEAF6" STEEL STD. WEIGHT PIPE GATEPOST FILLED WITH CONC. PRIMEAND PAINTCONCRETE, SMOOTHDOMEDUMPSTER ENCLOSURE1ANGLE IRONMETAL FASCIACORRUGATED METAL6"2.5"GATE EDGE ENLARGEMENT6'-0" VERIFY WITH OWNER 6'-0" VERIFY WITH OWNER30" DIA. x 3'-0" DEEP CONC.PIER WITH #4 BARS (VERT.)AND #3 TIES @ 8" O.C.#4 x 12" LONG BARWELDED TO PIPE (3 REQ'D)NOTE:1. GAP AT CLOSED GATE LEAVES 2" MAX.10'-8"SLOPE - 1/4" PER 12" 9'-4"10'-0" MIN. SEE CIVIL DWGS.8 x 8 x 16 CONC. BLOCK WALL,SPLIT FACE ON ALL EXTERIOR SURFACES,SOLID GROUT8" CONC. CURBING, SEE WALLSECTION(1) PAIR METAL GATES6" THICK CONCRETE SLAB FLOORDUMPSTER,6'-6" W x 6' D FOOTPRINT MAX.EDGE OF PRECAST CONCRETEWALL CAPHEAVY DUTY CONCRETE,SEE DETAILL114LANDSCAPEDETAILSREVISIONS:PROJECT NO.INGLEWOOD PLACE SENIOR LIVING 3250 EAST VICTORY ROAD MERIDIAN IDAHOLANDSCAPEDATE:SHEET TITLE:SHEET NUMBER:1807728 APRIL 2020ArchitectureInterior DesignLandscape ArchitectureLand PlanningConstruction Management7927 High Point Parkway, Suite 300Sandy, Ut 84094ph. 801.269.0055fax 801.269.1425www.thinkaec.comThe designs shown and described herein includingall technical drawings, graphic representation &models thereof, are the copyrighted work of ThinkArchitecture, Inc. and connot be copied,duplicated, or commercially exploited in whole orin part without the sole and express writtenpermission from THINK Architecture, Inc.These drawings are available for limited reviewand evaluation by clients, consultants, contractors,government agencies, vendors, and officepersonnel only in accordance with this notice.9 MARCH 2020LA-16858S T ATE OF IDAHOLICENSED LANDSCAPE A R CHITE C T **TR O Y R SANDERS